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BOTTOM OF MAT FOUNDATION NOTED TNUS x�X xX , ELEVATION 100'-O' = U S G,S, ELEVATION 8165 34' � , , 3 SUB-GRADE AT MAT FOOTING BEARING ELEVATION MUST BE APPROVED BY SOILS ENGINEER, ' ' ' # 3 3 � � ; E ' v 4 RE ARGNITECTURAL, MECNANICAL , ELECTRIGAL AND PLUMBING DRAWINGS FOR REC�UIRED SLEEVES OR = � � '� BLOCKOUTS IN MAT FOUNDATION. 5, Ox INDICATES STEEL COLUMN, RE STEEL GOLUMN SCNEDULE S104 , � ; � � _ ? 6 Pc-x INDICATES PRECAST COLUMN, RE PREGAST COLUMN SCNEDULE 5105. � ! : _ 7 RE S1 .01 AND S1 ,02 FOR COORDINATE PLAN AND SGNEDULE FOR COLUMNS AND KEY POINT OF FOUNDATION p i � � AND PRECAST WALL PANELS NOT LOGATED BY GRID TIE � � � < 8. RE 53,06 FOR PRECAST PERIMETER WALL LOADING AND COUNTERFORT WALL DESIGN INFORMATION, ' ' ' ' 3 3 � � � F � i _ 9 P I E BAR LAP SPLICES AS FOLLOWS _ i � ROV D s � �.....� € I . . # . . ; _ _ _ — • — - — � -- — -- — — — — W ..._......... . _ • -- .....-- ...—� — . _ _ _ _ ... . .. . _ W . 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' ,�ll ��:'� �.� PLOTTED DECEMBER13, 2007 L '--.�.---.--_ , I 20 0 10 20 40 CHK'D BY ME � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS ORIGINAL SCALE: 1 " = 20� SHEETNUMBER NOTE : ELEVATIONS SHOWN ARE RELATED TO U . S . G . S DATUM BY ADDING 8100 ' . ( I . E . DRAWING ELEV. 41 . 3 = U . S . G . S ELEV 8141 . 3 0 D . P A PROJECT # 06232 . 00 JeHN ENGINEERING PROJECT # 207- 106 � � . � . 20" MIN . 38" MIN . - �� � r....���.,��.� �.��uuu..��..u....u��� .�. ..ur�d � ��u�uw ��..����uuu�..m w � . r - � � � � ' . - , Archit ts . . . T'_� . T.� . . ..:.: �. :,. < ;. ,.;, �:��.. :.. > � � E " :� : ; ; . .:.: �.:::,: : .. . <: � : . ; , ;;.:.: . . . . . . . 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FILTER FABRIC TO B , . . .. ,,,;�:. . �. ,..,;";;:. ,� , ;:: -;: °� .. ...� i � 2301 BLAKE ST , STE #100 :; .,.,;= PLACE UNDER MAT ° FLOWFILL" N - -�� _ � . :;:r::" . . . � SEE STRUCTURAL PLANS DENVER, COLORADO 80205 :... > : -. ., ; � �� w • . :�� � . FOUNDATION , AGAINST ALL w . ,, ,: � .�.. . � . . . � '� � . . . y �� 303 8fi1 8555 F 303 861 3027 Q . ,. , <�f;::`� EXPOSED SOILS Q . MINIMUM 6 OF 3/4 WASHED GRAVE , > .. � � � . � > . , BELOW FOUNDATION MAT. . . 0225 MAIN STREET UNITC101 � � � . . . � . . � RE: GEOTECHNICAL � . . . ' . � r. . .. . . , . ° RE: GEOTECHNICAL ENGINEER FOR . EDWARDS , COLORADO 81632 � � . � � � . ENGINEER FOR BELOW °� �- �� � � - . - BELOW SLAB SUBGRADE s . 970 926 8960 F 970 926 8961 �� � � ` � . SLAB SUBGRADE • . � � . °�� � . � , , � � � . . � . � . . � �. � TRENCH BACKFILL � � . � . : . � � .. � � � TRENCH BACKFILL � � 1 /2" WASHED � � � : � 3/4" WASHED � � ., � � � � ~ � . • ` � ROCK : � � . . � � . . 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PIPE f . � . s em , SUITE 100 � s �� �\ 5855 WADSWORTH BYPASS, � ; � � ; � ARVADA, COLORADO 8Q003 IYPICAL DEVIIATERING PIPE BEDDING FOR SLOPE 1 . 0�� : s � PH {303) 423-6036 FAX (303) 467-9438 4�' AND 6 " PERFORATED PIPE . . � s � TYPICAL DEWATERING PIPE BEDDING FOR � ; N . I . S. � � �, ' s : f AND 12 PERF RATEQ PIPE . �� , £ . f � � ' ISSUE/REVISION DATE NO . N . T. S . . , . , , . , , - � ; € ' � % TOV RESPONSE 13DEC07 4 , : � . , � i . � � . ' y � ' . f � � . � . � . r . � � � ' : ' . . r s . . i i . � � . : : �.y F . •/'+•• � f .• •, r $ . i . . : CONNECT THE BOTTOM 2. 0' OF � � � � � � s , TOP OF SLAB " TOTAL— DRAIN " TO THE DRAIN � � � s ' BOARD ABOVE � � : . ; . . , . � . � ; > , , __ � j � . i j � 3 . . ;' � �: : ` . ' : : . 6' C.I. 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WYE ' •a 31438 g: � _,_._.___,_,_._.___._,_._.� .�,�,___._._. .:.� " T" LOCATION AS SHOWN ON -o =t' G'.�,� � "� � � � � � . ' f. �f� � � � DEWATERING PLAN SHEET �p�, . !� d �•� . P.v.c.. UNDERDRAIN 4" P.v.c. RISER 4" NON — PERFORATED C900, � . . ' G� CLASS 150 PVC PIPE SS���� SIDE VIEW TOP DETAIL MINIMUM 6" 3/4" WASHED GRAVEL BELOW MAT FOUNDATION . , DEWATERING TRENCHES TO BE I TYPICAL UNDERDRAIN CLEANOUT DETAIL N0� BACKFILLED PER TRENCH DETAILS. N . T. S. RE: GEOTECHNICAL ENGINEER FOR BELOW SLAB SUBGRADE 1 . THE FOOTING WILL BE POURED DIRECTLY OVER THE PVC UNDERDRAIN. SEE DEfAIL FOR PIPE SPECIFICATIONS AND LOCATION. THE "TEE INVERT" 2• THE PVC UNDERDRAIN TEES DIRECTLY TO THE "TOTAL—DRfUN" PERIMEfER TOP OF MICRO—PILES DRAIN BOARD. THE BOTfOM 2.0' OF "TOTAL—DRAIN" WILL CONNECT TO THE , EXCAVAl10N SPECIFIED DRNN BOARD ABOVE BY OTHERS. ' 3. SEE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION PROCEDURES FOR : , ADDITIONAL REQUIREMENTS. � EXTEND TOTAL— DRAIN ROLL 2' EXCAVAl10N oRA�" BoARO . . .:. ,. �: :.. '. � � :� PIPE TO WALL BOARD DRAIf�AGE MEDIA � ;i BEYOND FOUNDA�ION STEP AND ' � , ' J APPLY IN A VERIICAL DIREC110N � . - ��- " � . - CONNECTION � ' " TO MEET THE BOTTOM STEP �. � � . . . . � �� FOR ONE SIDED FOOTINGS W � z.o' —,�...._ _�_ . .. . . . � � I � ; ,� � I` � � . .. � . .. ; �=-- . . � DETAIL C1 � W � N . T. S. � C� z '"+ � .r��r j�'a. T I•.. -r�z y�� r::. '% . � � � p .--..� ��� . �, :s .r . : . . ;,, . . � , .' ' ,• ; ;J .. • . MICRO— PILE �� 12 . , d + � f , pa t�, a �� ea' a � ,' �d ,. , ' •. � i � �— �4 ' f d ' ' • . • � • t p� y . . ' I „ �� � f �. . � �,�� , °� e , .a �.' o d + •�'., + �� '"� '� ., • ' '_ � 2' TOTAL—DRAIN ROLL �_ �� �,% •; ;; • ;�, ',.. :' ,; r ``. o . 'a ,; J� + � � ` ' ', ` .. " � � O � � ?'' "' � ±�" � . .° �a !� ;I O (16" IF USING QUICKDRAIN) a , , `a ,,,., ��� ,,.. " ." .. . •, 4; �..' ',r :. * '' • : . ,:;; . + � . . � � . , < e % : 4 4 , ; , aa � . � : , r , .. . O � ' " a : ''�. � . �: , :" � �' . �h � ` ) �� DRAIN BOARD � � '.+� 4 .. � . . � q . :. :' . , , �;'d . � � ,+ s , ' � . f , „ . I.:e •'� . � �'e` ...ye+' B'a. , ���� ,..+ '.`• I.. �' a�. a .. ' �-- SHOT—CRETE � l . � .. . � � � • :'O` + �. . �..1.. " � � 4 : : :. : :,� : e. . . .. Q Q � � �,--;��.-. -.-�:�,..,�-.- . -- ( a .r t : . I ' I . . . . �� ... - • - ! `. • `•• : .`' u• i• .� ? • ` � �p f " J ", f J O d; .�:, , Q/ d, i ,. � + W j .. `e a . . . � . . . . ... . . . . . �� . ' : '�� ,. �� a � DRAIN BOARD INSTALLAl10N .. ... � � ; . .. . � J � � '�: . ` ; �. � , .. '� ` ;�. �•� TOP OF DCCAVAl10N . � , . � O O ., . `At,. • .. 4 ^ , � �iTC � � , � , . .', ' < a, �� _T^�r--,_� r � fn U � • . . ' �` •''a • . +5 .J ,' �.r '' y . . d.:: �/ / : e+ . ' � li � '`.'+1 ,, . . ` `.< , r?. r .: � ,. , � ' '''� , I Q � � FOUNDATION STEP HEIGHT VARIES � �' ' � � , � '° ` ' � ; ' ~ da ca � � . .:•' �� � • � ' ' I , � . .� ., ,. a��d " � '� l, • • . , • � i, ,. . � "`., . ' .� ..., r a.� ` ..`. � a '. 6 ;� , , '+r .. FINISHED EXCAVATION J . � � � . . . '� � ' � Q � DEPTH r 1 ;�� �� �� : 'f�' : ? ' '.� ; • ; .a 2 TOTAL—DRAIN ROLL � •�. . . : � �� b �' % � � ` `.d � < ' �; •i (16" IF USING QUICKDRAIN) � :_� � �l� .�°',"' ' ;'r� :a <. � , ,:. ,e: ., �,� . , I 10' SEPERATION � � — ° :�` � +� ; � � �,` s� � �'�� �+ �� � 'e . ` � . � BETWEEN DRAIN � Q . . . � , •,.�' , f.:, r:.r : ' �,, .; a, . ..:. '-- � ,. e � BOARD STRIPS � � � �.>� '. �:... .: , , ; ' 4 . � .:.. .. i.. � . � , a .. . ... . . �: . . ... � .: i o . . �+4:�°.;n:.—,«�d�.i_'���.,.'y.•--._�.--,.���-..�,_�5.�.— wr-,-.1 �„-'"a� :�� . . . ' + ' ' ' • ' ' • ' . I � � � � �I � r DRAIN BOARD LOCATION ---W-•-�- � � �i MICRO—PILE "''` ::;I . DRAIN BOARD FACE VIEW REV [ E�� E.D BY �� �' :� � �'� r' ' NTS 1 • SEE MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL ': ; I INSTALLATION PROCEDURES AND SPECIFICATIONS. f � � DRAIN BOARD SHALL BE AMERIDRAIN 520 BY AMERICAN ' si � �;'� �` SHOT—CRETE WICK DRAIN CORPORATION. MIRADRAIN 6000 BY CARLISLE ��� � o � 5 ! ' � COATINGS & WATERPROOFlNG INCORPORATED OR, TYPICAL FOUNDATION DRAIN STEP DETAIL I. ENGINEER APPROVED EQUAL. � N . T. S. , ;;� I � DRAIN BOARD STRIPS SHALL BE PLACED AGAINST .�''�P►FEbUIE � ���f���Eff? I ' " ! � ' EXPOSED SOILS AND SECURELY HELD AGAINST D(CAVATION .,,;" r� l ' � PRIOR TO SHOT—CRETE INSTALLATION. `��. � '��'��� I �� : DRAIN BOARD SHALL BE INSTALLED IN 18" WIDE VERTICAL � ��l� � STRIPS. SPACED 10' ON CENTER (SEE DETAIL) . AT BOTfOM OF EXCAVATION, DRAIN BOARD SHALL BE PERMANENT 6" MIN. WRAPPED UNDERNEATH SHOT—CREEf WITH A MINIMUM OF � . 6" DCPOSED BEYOND THE ROCK—CREfE WALL (SEE DEWATERING SYSTEM DETAIL). AT TOP OF EXCAVATION DRAIN BOARD SHALL BE TRIMMED C O N ST RU CT I O N D ETAI LS - 12" BELOW TOP OF EXCAVATION (SEE DEfAIL). ; CONTRACTOR TO FOLLOW ALL MANUFACTURERS _ INSTALLATION DEfAILS AND INSTRUCTIONS. DRAIN 80ARD INSTALLATION CONTRACTOR TO COORDINATE ALL FlELD CHANGES TO BOTTOM OF EXCAVATION EXCAVATION WALL DRAIN BOARD INSTALLATION WITH JEHN PLOTTED DECEMBER 13, 2007 " NTS ENGINEERING. CHK'D BY ME � EXCAVATION WALL DRAIN BOARD COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS INSTALLATION DETAILS SHEETNUMBER. 0 D . P A PROJECT # 06232 00 JeHN ENGINEERING PROJECT # 207- 106 i 1 2 3 4 5 6 7 8 9 10 . , PRE -APPLIED SHEET WATERPROOFING ( PREPRUFE ) INSTALLATION NOTES : a � 1 . PRE — INSTALLATION CONFERENCE : THE CONTRACTOR SHALL SCHEDULE AND COORDINATE H A PRE — INSTALLATION CONFERENCE AFTER THE MUD SLABS HAVE BEEN PLACED , BUT H � PRIOR TO BEGINNING INSTALLATION OF THE PRE — APPLIED SHEET WATERPROOFING . - ATTENDIES SHALL INCLUDE THE INSTALLER ' S ON — SITE FOREMAN , GENERAL CONTRACTOR , � , ARCHITECT , WATERPROOFING CONSULTANT , AND MEMBRANE MANUFACTURER ' S � . � � ArClllt CtS REPRESENTATIVE . RE : SPECIFICATIONS FOR ADDITIONAL INFORMATION . 2 . MOCK — UP REQUIREMENTS : THE INSTALLER SHALL MOCKUP AND MAKE AVAILABLE FOR REVIEW DURING THE PRE — INSTALLATION CONFERENCE A TYPICAL PIPE SLEEVE PENETRATION AND TIEBACK COVER . 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 , 303 861 8555 F 303 861 3027 I 3 . POST — INSTALLATION OBSERVATIONS : FOLLOWING THE INSTALLATION OF THE PRE — APPLIED 0225MAINSTREET UNITC101 I� SHEET WATERPROOFING , REINFORCING , PIPE SLEEVES , ETC . , BUT PRIOR TO THE EDWARDS, COLORAD081632 970 926 8960 F 970 926 8961 INSTALLATION OF CAST — IN — PLACE OR PRECAST CONCRETE , THE SURFACE OF THE �, MEMBRANE SHALL BE EXAMINED BY THE ARCHITECT OR WATERPROOFING CONSULTANT . �, � ANY DAMAGE OR UNACCEPTABLE CONDITIONS SHALL BE REPAIRED PRIOR TO PLACEMENT � ' OF CONCRETE . � 4 . PRECAST INSTALLATION MONITORING : THE WATERPROOFING INSTALLER SHALL BE ON — SITE Consultants ; THROUGHOUT THE INSTALLATION OF THE PRECAST FOUNDATION WALLS TO MONITOR FOR POSSIBLE DAMAGE TO THE PRE — APPLIED SHEET WATERPROOFING . IF A PANEL CONTACTS �� OR APPEARS TO CONTACT THE PRE — APPLIED SHEET WATERPROOFING DURING INSTALLATION , IT SHALL BE TEMPORARILY REMOVED TO ALLOW EXAMINATION OF THE MEMBRANE . ANY DAMAGE OR UNACCEPTABLE CONDITIONS SHALL BE IMMEDIATELY ENGINEERS , R E PAI R E D . ARCHITECTS , MATERIAL SCIENTISTS 5 . THE OWNER MAY ALSO RETAIN AN INDEPENDANT OBSERVER . HOWEVER , THIS WILL STILL REQUIRE THE INSTALLER TO BE ON — SITE THROUGHOUT THE INSTALLATION OF THE ' " PRECAST FOUNDATION WALLS AS OUTLINED ABOVE . Wiss, ,lanney, ElstnerAssociates , Inc. � 330 Pfingsten Road ' 6 . MEMBRANE EXPOSURE : THE PRODUCT LITERATURE FOR GRACE RECOMMENDS MAXIMUM Northbrook, Illinois 60062 F EXPOSURE TIMES (TIME BETWEEN INSTALLATION OF MEMBRANE AND PLACEMENT OF F 847 272 . 7400 tel � 847 . 236 0866 fax www w�e com f CEMENTITOUS SUBSTRATE � OF 56 DAYS FOR PREPRUFE AND 30 DAYS FOR PREPRUFE Headquarters & Laboratories Northbrook, ���mois " TAPE . THE GENERAL CONTRACTOR AND INSTALLER SHALL SEQUENCE AND SCHEDULE Atlanta � Austin � Boston � Chicago � Cleveland � Dallas � Denver � Detroit ' � Honolulu � Houston � Los Angeles � Mmneapolis � New Haven � New York CO N STR U CTI 0 N ACTIVITI ES TO ALLOW FLOW FI LL TO B E P LAC ED W ITH I N TH ES E Princeton � San Francisco � Seattle � Washington, o � RECOMMENDED TIME LIMITS OR THE CONTRACTOR AND INSTALLER MUST DEVELOP A TEMPORARY PROTECTION PLAN TO pF CO` EXTEND THE MAXIMUM EXPOSURE TIME TO ACCOMMODATE THE ANTICIPATED �Q,�� �'f'�� CONSTRUCTION SCHEDULE . THIS TEMPORARY PROTECTION PLAN AND THE ANTICIPATED SCHEDULE MUST BE SUBMITTED TO THE GRACE ENGINEERING DEPARTMENT FOR REVIEW � � E • � AND APPROVAL . A WRITTEN ACCEPTANCE OF THIS TEMPORARY PROTECTION PLAN FROM � R� ��� `� 4t�02°9 � ,� THE GRACE ENGINEERING DEPARTMENT SHALL BE INCLUDED WITH THE OTHER PRODUCT �%, �,.3-08 c, SUBMITTALS REQUIRED BY THE SPECIFICATION . A, E E �O�S�D RG�`'` A 7 . DISCREPANCIES AND UNFORSEEN CONDITIONS : USE PUBLISHED STANDARD DETAILS AND INSTALLATION REQUIREMENTS PROVIDED BY GRACE UNLESS MORE SPECIFIC OR STRINGENT REQUIREMENTS ARE CALLED FOR IN THE CONSTRUCTION DOCUMENTS . WHERE CONFLICTS WITHIN THE CONSTRUCTION DOCUMENTS EXIST , THE MOST STRINGENT REQUIREMENT SHALL APPLY . IF CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN THOSE DEPICTED IN THE DOCUMENTS OR THAT ARE NOT ADDRESSED BY THE CONSTRUCTION DOCUMENTS NOR BY THE PUBLISHED STANDARDS AVAILABLE FROM GRACE , IMMEDIATELY NOTIFY THE ARCHITECT AND WATERPROOFING CONSULTANT FOR DIRECTION . Pro�ect , ; � D SOLARIS , , � 141 East ea ow r . � MAT SLAB FOUNDATION � RE• STRUCT v(� � I , olorado 8 657 a d � a d � �° a a TAPE ALL SEAMS W/ PREPRUFE d a a � a TAPE AND ROLL TO FULLY AHDERE a d Qa & ESTABLISH WATERTIGHT LAPS N TYP ° a a ° a 4 a Q d Q 4 � d � d � � a ° a a a � PREPRUFE 300 INSTALLED AT v d a a a ALL THICKENED AND DROPPED a ° a a d � a a a d MAT SLAB CONDITIONS N EXTEND Client C � 3 ' - 6 '� MIN � aaa a d ° 3 ' - 6 " MIN ONTO TYP MAT SLAB C aa Solaris Property Q d Q ° ° ° ° � ° ° ° ° a ° a Owner , LLC d Q d Q p ��� a e Q d a d O ` A � • . � . ~ ' • , ` V , . ' ' , ' , a d d I ' � _ �.o ��L ° d a � L ' s L a s d 4 Q Q Q � 0 � • . , . � . . ' ' , ' , ' � • , � • ' r � � • � a d ' d � p , . . - ; < , � . , � . 4 4 � .. , . , .. , • . . . , , . Q d . , . . . , � 4 d d d �O O O QO . _ _ ` .. 4 ` a d � Q ' a OOO O � O O � - . � d d a d a Q QQ Q r�py'/ � }� I OO • � y . . � i d Q Q � ' ` ��� ���� � 1 O O , . Q d ' O o0O O � � - Q ' � OO ` � • • _ ` , a � d d D O O � • . � � • . a a a � ° ��� � � ���� COMPACTED GRAVEL DRAINAGE O � Q • , � � ,, d ° a ° a a o _ , a LAYER N RE: CIVIL O OO OO O ' ° a � 00 ' � ~ ' � � d d _ . • L� � � d d � MUD SLAB BY OTHERS Q ' � � � . ° � , d ° „ � O - � ' . ° 4 ° a a Ll � a � , ' a a d , . : � � B BOTTOM OF TYPICAL �dAT SLAB THAT O O ' . ' � , ° a a � ° a � B � � IS PROTECTED BY SUBGRADE DRAINAGE OO � , - , • ° v ° � � SYSTEM � RE: STRUCT & CIVIL 0 O O , • , . , � 02/05/08 TOV FOUNDATION SET � � � O� ` , � � ''� , • ° a a a ° - a 01 / 11 /08 FOR REVIEW � `" O O � O � , . ' a „ d a d d a a a Mark Date Description @ .� , � . 3 M W � d d a w N SUBGRADE DRAINAGE SYSTEM ' • ' �P � � � a N RE: CIVIL • , � ' a ° a v � � ' , • ' • a a ° Pro�ect No 2007 .4875 . 1 � � , . , V 4 w . I � � THICKENED OR DROPPED SECTION OF � ! � � ' � � ' . _ � ` i ; , ' ` , • ~ " ' y L ' � � , , � ~ oate 01 / 11 /08 � � MAT SLAB THAT EXTENDS BELOW � , � ' � � , , ' v � , ' • , • � � • p � . , _ � . , .• , ` , •_ , � . ,, SUBGRADE DRAINAGE SYSTEM AND , , . , { Drawn SER , � � INTO SEASONAL WATER TABLE � - ' • • • ' ` ' ' • � , � , Y : � � Checked DAG U r � � o � Sca�e AS NOTED F � N , z � A BELOW SLAB % � W A � W . P . , MEMBRANE AT THICKENED DROPPED MAT SI� B WATERPR40FING � � - ��I AND NOTES Y � � � M fA � � Sheet Title 0 0 N � � � o „ Sheet No � � � � ■ O � U o. 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 v ' . � • � d � � � , •� ° . � � „ � . � ; PREPRUFE 160R WATERPROOFING FOR ADDITIONAL INFORMATION . , _ , RE: SHT Al2 52 FOLD FLAPS OPEN I . � • ~ • , 4 I DIAMETER OF AND INSERT OVER � ' , . ` - � � a � PIPE SLEEVE PIPE SLEEVE � > > . • , � CENTER PREPRUFE TAPE OVER ` • . , ' � d EDGE OF LAPS AND ROLL TO � ` ' ` � ` � ' ACL�IEVE WATERTIGHT SEAMS EXTEND DRAINAGE MAT . ' . • • ' � a I � FULL– HEIGHT OF FDN WALL , , , ` � �� � ,• , • H _ H \ � , • � , � � � • Z , . • � ' FOLD BACK TOP EDGE OF � � � � � - . . � . • PREPRUFE 300R AND INSTALL , j k— I . � , • ` " _ • PREPRUFE 160R AGAINST � � � I � � , �� � • DRAINAGE MAT N PLACE FLAP I SHOTCREfE SHORING , ' ' . � , �� d Q� PREPRUFE 300R UP AND �� � � � � A r C h � t C t S �, �\N � WALL � RE: STRUCT � '� ' ' ; ' ; � � Q MIN LAP AND RO L� SIMOOTH4 � Q i . , . ti . . , . � � � CUT LINES • � , � . � , . , • ` } . ` PREPRUFE 300R WATERPROOFING DRAINAGE MATERIAL INSTALLED � , - ' ' � � ' � � RE: � /Al2 . 51 BETWEEN MICROPILES AS PART � , - � • � • ' � d a OF SHOTCRETE SHORING WALL � ` ' � ' ' • ' , d a � 2301 BLAKE ST , STE #100 D ETAI L PATC H I SO M ETR I C S SYSTEM N RE: SHT D2 . 0 , � - � , ` �� , � ; � ; � PRECAST FDN WALL DENVER, COLORADO 80205 II I 303 861 8555 F 303 861 3027 � " � � ' , ' � ` RE: STRUCT � 0225 MAIN STREET UNIT C101 � ' + " . , ' , EDWARDS, COLORADO 81632 � ' . . , , Q � • � � • • 970 926 8960 F 970 926 8961 PREPRUFE 160R WATERPROOFING I �- , � � � , � ' • � ' a a MEMBRANE CUT TIGHT TO PIPE SLEEVE SEAL PERIMETER OF DEfAIL PATCH TO FIELD � � , ° � - • � , � � GROUT FLOW FILL a a a OF PREPRUFE 160R WATERPROOFING � � � . • , , • , • a MEMBRANE WITH PREPRUFE TAPE I _ � � ; � , � RE: STRUC� G G ' t �. , • . . , DRAINAGE MAT PREPRUFE MEMBRANE DETAIL PATCH CUT I . , • � - TIGHT TO PIPE SLEEVE AND PRESSED INTO I " � • � , � ° • - � , , LIQUID MEMBRANE FILLET N RE• ISOMETRIC � ' ; ` • � ' . � . 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' " ` ' t PLACEMENT OF FLOW FILL � � d a � � Y> > � . . . , . , . , • . � , - , . � ` • ._ ' � , , ° , a � a 330 Pfingsten Road . � 1 " LLEf OF LIQUID MEMBRANE Northbrook , Illinois 60062 F (S H O W N C O M P R E S S E D) 4" M I N F 8 4 7 2 7 2 . 7 4 0 0 t e l � 8 4 7 .2 3 6 0 8 6 6 f ax . WRAP BASE OF PREPRUFE NOTE: PRIOR TO INSTALLATION OF PRECAST FDN WALL wwww�ecom ;, PIPE SLEEVE MEMBRANE PATCH WITH REMOVE TEMPORARY MTL FLASHING AND INSTALL Headquarters & Laboratones Northbrook, Illmois PREPRUFE TAPE AND EXTEND DRAINAGE MAT AND WATERPROOFING FULL– HEIGHT Atlanta � Austm � Boston � Chicago � Cleveland � Dallas � Denver � Detroit �• FLOW FILL 4'� MIN ONTO PIPE SLEEVE OF FOUNDATION . Honolulu � Houston � Los Angeles � Minneapolis � New Haven � NewYork RE: STRUCT Princeton � San Francisco � Seattle � Washington, D C , • ., � , � ,, s . . i. � . : � � . . � � - � -� : � - � � = �� W . P . MEMBRANE TRANSITION AT TOP OF MAT SLAB — I I I ' ' � � ' � � •` , ' � a 2 3" = 1 ' -0" I I I I , .. ` � l M1 M1 ` 4,. � 4 � 1 A r � + Y ' ` ^ _ 1 ` Vv vo� � O� O . , t • Q �! 0 � 0 � 0 0 0 O O 0 � Q � � — I I I � � . � •� ' � ' . � , Z 4 ' . � " . . .� . � - �Q �� , , . � � � • • E . — I I • • � • `. , ' - ' � � a I � � t ` + : ' � , �. . ` • a � RILEY e"� , . . . . ° ' ` , � - • , � • . , , �- � 4Q�� � � - ` , � , � - . a � ' � .� ' � � �_ � _ : 2 �.. - <%, � . �� � ` , a . • � � R t a • � • • ` . - . . L � 2 . . . t . . , � . I � �� . , , ' . , . . �SF� � ���;� E • ' . ,• • • • ` � . a 4 I ' , ' - ' . . • � E . . • . , . . 4 a � Al2 . 51 I . • � - ' ' . • � ; ` � ' Q d I • ` , y • � ' „ � � . ` FLASH�INGRTO SHOR NG WALL I1 * '� ` ` •• , • , ' ` v Y I � . ' , , . � , , �' • • I PROVIDE CLEAN AND STRAIGHT � I ° . , , � . • CUT EDGE AT TOP OF DRAINAGE I • , � , . . MAT AND WATERPROOFING N NOTE. ALL PIPE SLEEVE PENETRATIONS SHALL BE I ' , � . � • , ' TEMPORARILY SECURE TO 6 " CLEAR TO ALLOW PROPER DETAILING OF . ' ` - . � SHORING WALL WATERPROOFING . . ; , � � ' . � � , . • , . . , �.. , • • � TEMPORARILY PROTECT WATERPROOFING i � � , . • - � ; , ` , J � TO REMAIN EXPOSED FOLLOWING � ' . ' � ` ' ` . � � C NTEM18 G� SHEET ETAL �FLASHING W . P . MEMBRANE AT TYPICAL PIPE SLEEVE PENETRATION i 0 � � � . � � .� , � , ': �. WITH OUT TURNED HEMMED EDGE SEf 4 3� _ � , _o� �� - , " : . � . . • , • � JUST ABOVE TOP OF FDN N TYP I 0 . • � , , . • , � , • � � ` _ . . ` , ; � � ; ' . 0 MAT SIAB FDN N RE: STRUCT Pro�ect • > , , , . , , p CONC MICROPILE BEYOND � , � � : , - � . . . , � ° SOLARI S � N RE. STRUCT , . � • � , � • . , ' I 0 , _ Y . , V . , . . , � � 0 , � ; � ; :� � � � � � . � ,� ; p , � , � _ . , .� . _ , , a 141 East I\/ieadow Dr . SHOTCRETE SHORING � � • , , . ' , 4 � � r WALL � RE: STRUCT • ` ` ' ° < � -� � . a , � . . a a a Vail , Colorado 81657 � , _ a . . DRAINAGE MAT � � • - � ° SEAL PERIMETER OF PREPRUFE I ` _ ` , � , - , � ' � � dp Q � • � z a a a TIEBACK COVER TO FIELD OF � . ' . ' - . � ' , � � d d4 � � ° a PREPRUFE 160R WATERPROOFING , � ' �° _� � � � � � � � 4 4 PREPRUFE 160 ` • < ' , ' . ; � MEMBRANE WITH PREPRUFE TAPE I � , ` ' • - a WATERPROOFING • ' ' , � d a ' MEMBRANE � ' , ' � •` � _ � d ° • , , � aa a d PERIMETER FLANGE OF • ' w ' ` " a PREPRUFE TIEBACK COVER • � r , • " • • • � d � • ` - ` ' � ` I SHOTCRETE SHORING , � • • , • � ` � � , • Q � d 4 4 ' � , • ' , �: - � ° SEAL PERIMETER OF PREPRUFE I WALL N RE • STRUCT . � ` , • ` � • ' ; - �DRAINAGE MAT INSTALLED W/ FILTER , � • , � : � a a a a TIEBACK BASE TO FIELD OF � _M1 ' v • , � Q FABRIC PLACED AGAINST SHORING WALL • , • , � da a PREPRUFE 160R WATERPROOFING BEfWEENEMMCROPILESI AS PAR�T , • , • ' � '� ' p /J a Client d MEMBRANE WITH PREPRUFE TAPE OF SHOTCREfE SHORING WALL � , ` ; 4 � "_ � � ` , 4a Q PREPRUFE 300R WATERPROOFING � C S o I a ri s P ro pe rty C � ° - � ` ' �. - � ` ° a SYSTEM N RE: SHT D2 . 0 • - • • MEMBRANE INSTALLED OVER DRAINAGE • l~ 4 • • � ♦ ' ♦ CUT OPENING IN FIELD OF � , � y , a PERIMETER FLANGE OF PREPRUFE � , • ` , � ` • MAT. EXTEND 48 " HORIZ BELOW �aE� RUFE �e DRA.� rlacE ' , ' � • • � • , e' a �a TIEBACK BASE SECURED TO � I I � • ' , . MAT SLAB FDN AND 18 " VERT } Own e r , L LC , • , , SHOKING w/ MtGNANIGAL • � . ABOVE TOP OF MAT SLAB AS MAT AROUND SOIL ' , � . . a FASTENERS APPROVED BY MANUF � I � � � • = � ` � � 4 � RETENTION TIEBACK . - . • ' , d a � � , . s ,, . �, „ SHOWN N TAPE & ROLL ALL SEAM� ` � 4 • ' . .. ° d � , , � . • . • . ° . 4 - 0 � ' � � � ° a I I I - " ` ' a • < . -. 4 4 , , , . , � � , • � , � � , . ° 6 " PREPRUFE TIEBACK COVER & � – .. ' ' � . ' ` . � d ' � I I I ~ n t 1 v L + ' + . v 4 1 a SOIL RETENTION TIEBACK ' ` ' ` ' ° DOME MANUFACTURED BY GRACE � _ ' � ` , ' ` ' ' ` ` • ' , ; � • ' ; • • ' -_ — " . ' Q I + a • � ' • t ' ' ' , � , � 5 _ , ' { , , � v , , � . , � a a � � � � � � • � ' . . . v : _ • . ' � , � . ' - , � � • � . ' � �� � ��� � � � � _. � � � - � .. �= � f a g i � . . . . . . � . . . . � , _ . . � � � � ` .� ''' � ° a I I ( I " ' . ' ' ` , • _ _ � �O � � MUD SIAB BY OTHERS ��� � f� ' �� � - � • 0 � �� a � y. � . � f ! - , I — .. .. ' . . O , ✓- , . , d � � � .r � . • . , 3„ Iv�IN ° ° .a a a I — I I ' � ` - � " - y , , � t • � , � O O COMPACTED GRAVEL DRAINAGE LAYER I , , ' , ' � I I I I ( , ' ` ` , ` O O � RE: c �v� � SAFEbuilt Colorado �i : _ • • . � � •� . . � ° � ` • � " ' . - ` OO . - 5 ' � O TRANSITION DRAINAGE MAT INTO � . ' y , • , • , � � d • ' " . _ , . . . o b PREPRUFE SHALL EXTEND � : ; _ � . � • • ` ' � ° °a I I I I I I I - ' A • ' � ` � ' . • CONT. HYDRODUCT COIL 600 � N B INTO THE ELEVATED DOME � ' ' ' ° I � , � , PRIOR TO PLACEMENT OF B � � ' ' � � •� � ` , . ° I I I I I I ` � � _ - � ' � , ' ' GRAVEL DRAINAGE LAYER 02/05/08 TOV FOUNDATION SET N ° OF THE TIEBACK BASE ° � BUT THE BOTTOM EDGE . , • , • I � `� - . � ' � � • • ' �� ' � ., CONNECT HYDRODUCT COIL 600 i � � SHOULD BE HELD LOW • , „ � , � °� a a � I I I I I I . " � 5 4 ~ 01 /11 /08 FOR REVIEW � ., , . � a • • , TO UNDERSLAB DRAINAGE SYSTEM o � ' y� � . � � ' � I . • , - Y , . N RE: CIVIL � � ' SM1 ' � ~ a 4 I I I I I I ` ♦ ~ ` �4 � 4 t ` • O � � . : a I D Mark Date Descri tion .. � O w p . , y . . . , _ , • T p • . � O � � � ' , . � ' . • � � �d Q a I I I I I I I • ` ' • � � . ` ' , • — O O O SU RER CIVI DRAINAGE SYSTEM _ < _ — � � , r * , , • Q I . , �. O� Pro�ect No 2007 .4875 . 1 � r� ' 4 , Q d I ' • ' ' ' , � o � ` � . . • . _ d ° � ' � • - ' ` ' , , � ' . � �ate 01 /11 /08 a � . , ' , d . � . A N r ♦ v •v , . . , d � — I ( I I I I ` ' � , � ry ~ 5 ^ ' � + -M1 ' ` , ti � � Q Q d I .. , f � � , ` y . M1 - a ° a � ` ' � , ` , > O Drawn SER � • • • a � I � . - Y . • . — � � . . . I III _ • . . • O o 0 O � � � . � . � _ n � _ . . . . , . . , oo Oo 00 J ' - Checked DAG , � : - . a aa i . 0 � � O o - - �° ,� � , � � � � ° ° a - I I I � - . � � � ' - o N � • d � � � O � O Sca�e AS NOTED � N III � � , � o � � � I _ ! z � A ' _ I I I �- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � - A FOU N DATI ON � } � � , , , , , _ , , , � � � � � � � � , , � _ W III III III III III III III I , � � � , - = � � , , - J , , , , , , , , , � , , , , , , , WATERPROOFING � � � _. _ , - - - � I I I i � � � ¢ � Sheet Title ° � W P . MEMBRANE AT TIEBACK COVER W . P . MEMBRANE TERMINATION AT MAT SI�B " O • ��' � 3� � ,–�~ 3~ 1 ,–�� Sheet No � � � � ■ o � U a. 1 2 3 4 5 6 7 8 9 10 � 1 2 3 4 5 6 7 8 9 10 ;� i . � i — I I I I I I � il � � � � � � � � � � � � � � I III III I � FOR ADDITIONAL INFORMATION � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I H RE : 1 /Al2 . 52 & 8/Al2 . 09 - I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I H ` — II II ) III III III III III III III III III III II � — � � I III II � � � � � I � � � � ' • - sArchit cts — III III III III III III II � 4 a v _ EMBEDDED FLASHING EXTENDED _ Q. a d — I I I I I 3 " MIN ONTO DECK AND 3 " MIN - BELOW SLAB -TO -WALL JOINT ' 4 - I I I I I I � � � � � � � � � � � � 2301 BLAKE ST , STE #100 I I I I I I I — I I I �� I I I _ I I I I I I a DENVER, COLORADO 80205 1 �4 ASPHALTIC 303 861 8555 F 303 861 3027 — PROTECTION BOARD d STRUCTURAL CONC SLAB OVER I I I I I I I I I I I I I I I I I I I I Q d d MTL DECK N RE: STRUCT EDWARDS CO ORADO I 16321 I V Q 970 926 8960 F 970 926 8961 - I I I I I I I I I I I ( I I I I I I I � �� 4 215 MIL FABRIC REINF SOIL OVERBURDEN N RE: CIVIL I i� Q HOT-APPLIED WATERPROOFING & �NDSCAPE I I I I I I I I I I I I I I I I � Ly a W/ INTEGRAL CAP SHEET G = I I � I� 1 /4" ASPHALTIC PROTECTION G I I I I I I I I I I I � J� 4 4 BOARD COMPACTED GRAVEL DRAINAGE I � LAYER WRAPPED IN FILTER I I I I I I I I V � DRAINAGE MAT N LAP OVER FABRIC N RE: CIVIL DRAINAGE MAT OF FDN WALL _ � y Consultants PERIMETER DRAINAGE SYSTEM = 111 I � U � a ° d CONT. S . S TERMINATION BAR W/ N RE: CIVIL — O o O a d PRE- PUNCHED HOLES AT 6 " O. C . � —7 SECURE TO PRECAST FDN WALL W/ — I I � � oO OO POWDER ACTUATED PINS THROUGH ENGINEERS � O OO 0 Q PRE- PUNCHED HOLES AT 6 " O . 0 O O ARCHITECTS I I I I � MATERIAL SCIENTISTS — —I � 0 — I I I � �O O � d Q 1 " FILLEf OF LIQUID MEMBRANE O I I I I I ���n n � CJ 4 PRIME CONC & INS�TALL� CARLISLE wiss, �anne , eistner p►ssociaies , � nc. — � O � � Q SURFACES AND Y ; � 0 CCW 71 1 90 SHEET-APPLIED 330 Pfingsten Road — I I I I � 0 � WATERPROOFING N LAP 8 " MIN . O � � a Northbrook, Illinois 60062 I — — � LI —�... ,_ „� „_ � , Q a ONTO FDN WALL WATERPROOFING F � • , - . , , • " • , a a F 847 272 . 7400 tel � 847 . 236 0866 fax : I � • � s � ' . TROWEL TOP OF FLOW FILL TO A wwww�ecom � CONC MICROPILE ° � • � � • CONSISTANT FINISH AND SLOPE TO Head uarters 8 Laboratories Northbrook Illinois ,a BEYOND N RE STRUCT , � ' � � ' ` Q q � � � , ., . � _ ' ' , • PROVIDE A SUITABLE SUBSTRATE Atlanta � Austin � Boston � Chicago � Cleveland � Dallas � Denver � Detroit �� I ' � ' . � • Q FOR SHEET-APPLIED WATERPROOFING Honolutu � Houston � LosAngeles � Minneapolis � New Haven � NewYork � SHOTCRETEE SHORING ` , v • � d Princeton � San Francisco � Seattle � Washmgton, D C � WALL N RE: STRUCT { ` , • ` � , • , � , ; a Q , 4 � I ' ` ♦ + 4 + ♦ • � • " � • . � `� FLOW FILL N RE: STRUCT I PREPRUFE 160R . � � , . , . � -, � � WATERPROOFING MEMBRANE � , � ' - ' ' , • ` � � .. � - ' , � � ^ : ,' , d Q PRECAST FDN WALL PANELS N ,`�, �� C �� O� � , . , . , 4 RE: STRUCT �� '90 � . ` , k • , . DRANAGE MAT ' , , ' , } Q � E � . . , , � RILEY �a �i ���7�.� ��� � /i / �✓ �'�, �`� E E �SED ARG�o 2 W . P . MEMBRANE TRANSITION AT TOP OF FDN WALL 3" = 1 '-0" NOTE : PROVIDE TEMPORARY WEATHER PROTECTION OVER FLOW FOR COMPLETED INSTALLATION FILL & PRECAST WALL PANEL JOINTS UNTIL SHEET—APPLIED DETAIL N RE : DTL 2/Al2 . 52 Pro�ect y SOLARIS p WATERPROOFING CAN BE INSTALLED . AS SOON AS FLOW FILL � � HAS SUFFICIENTLY CURED REMOVE BOARD FORMS AND INSTALL DRAINAGE MAT N LAP OVER • MEMBRANE AS SHOWN IN STEP 2 N VERIFY SUBSTRATE DRAINAGE MAT OF FDN WALL REQUIREMENTS W/ SHEET—APPLIED MEMBRANE MANUF. INSTALL 12 " WIDE STRIP 1 /4 " ASPHALTIC PROTECTION �� CONT. S . S . TERMINATION BAR W/ � 11C90LICENTER D BOARD 141 East iVieadow Dr . x PRE— PUNCHED HOLES AT 6 " O . C . OVER EACH JOINT IN 215 MIL FABRIC REINF VC� II N SECURE TO PRECAST FDN PRECAST WALL HOT—APPLIED WATERPROOFING , Colorado 81657 TROWEL TOP OF FLOW FILL TO WALL W/ POWDER ACTUATED EMBEDDED FL4SHING EXTENDED W/ INTEGRAL CAP SHEET A CONSISTANT FINISH AND PINS THROUGH PRE — PUNCHED 3 " MIN ONTO DECK AND 3 " MIN SLOPE TO PROVIDE A SUITABLE HOLES AT 6 " O . C . 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N � � 2 ..� �' x ° N �x ' a T •�y+• x • 'y ' x r ,y • I � � � � PRECAST FDN PRECAST FDN PRECAST FDN 02/05/08 TOV FOUNDATION SET � � CONC MICROPILE WALL PANELS CONC MICROPILE WALL PANELS CONC MICROPILE WALL PANELS � � � BEYOND N RE : STRUCT RE : STRUCT 13EYOND N RE : STRUCT RE: STRUCT BEYOND N RE : STRUCT RE : STRUCT 01 /11 /08 FOR REVIEW o � SHOTCRETE SHORING FLOW FILL N RE : STRUCT SHOTCRETE SHORING PREPRUFE 160R SHOTCRETE SHORING PREPRUFE 160R Mark Date Descnption � WALL N RE: STRUCT WALL N RE : STRUCT WATERPROOFING WALL N RE : STRUCT WATERPROOFING � N � PREPRUFE 160R MEMBRANE MEMBRANE � � WATERPROOFING Pro�ect No 2007 .4875 . 1 � � MEMBRANE DRAINAGE MAT DRAINAGE MAT o � oate 01 /11 /08 � y DRAINAGE MAT . � � Drawn SER � � STEP 1 — TERMINATION OF FOUNDATION STEP 2 — INSTALLATION OF WATERPROOFING STEP 3 — INSTALLATION OF PLAZA WATERPROOFING Checked DAG ' � � WALL WATERPROOFING AT TOP OF SHORING OVER TOP OF FLOW FILL AND TIE — IN TO AND TIE — IN TO FOUNDATION WALL WATERPROOFING ` � � Sca�e AS NOTED o � FOUNDATION WALL WATERPROOFING ; . � o ay � z � A A FOUNDATION , � � � � � � ON 8c FLOW FILL PROTECTION SE UENCING WATERPR40FING .� ti � W . P . MEMBRANE TRANSITI Q � � ¢ � N .T.S. Sheet Title � � o° �° N �, �� � WP 12 . 03 U aa Sheet No 1 2 3 4 5 6 7 8 9 10 SHEET NOTES NUMBERED NOTES , � A. PROVIDE ALLOWANCE FOR ELECTRICAL CONNECTIONS TO '' PARKING GATE EQUIPMENT. O1 UP TO CONDOMINIUM UNITS ABOVE O6 BOND GROUNDING CONDUCTOR TO REBAR IN PILE CAP MAT SLAB � PRIOR TO CONCRETE POUR. B. CONDUITS SHOWN FOR DESIGN INTENT AND GENERAL � INFORMATION ONLY. NOT ALL CONDUITS ARE O2 GROUND BUS CABINET LOCATION . BRING ALL GROUNDING 7O 2' x 2' x 3/4" COPPER PLATE ELECTRODE. PROVIDE CONDUCTORS TO THIS LOCATION FOR CONNECTION TO � • ' � ArCh � t tS REPRESENTED. REFER TO SINGLE- LINE DIAGRAMS FOR GROUND BUS. LEAVE MINIMUM 10 - FOOT WHIP. EXOTHERMIC WELD FROM PLATE TO GROUNDING CONDUCTOR. ; ACTUAL QUANTITY AND SIZE OF FEEDERS BETWEEN EQUIPMENT. SO BOND TO COLD WATER PIPE ENTERING ON LEVEL 2 ABOVE. � O3 LIGHTNING PROTECTION GROUND RING . GROUND RING AND C. REFER TO TELECOMMUNICATIONS DRAWINGS FOR ADDITIONAL CONNECTIONS TO THE GROUNDING CONDUCTOR SHALL BE O9 PROVIDE 12"x12" x 6" PULLBOX TO FACILITATE CONNECTIONS TO AVI . CONDUITS AND BACK BOXES. LOCATED BELOW SLAB. PROVIDE AT ONE OF THE GROUND PLATES A GROUND TEST WELL WITH COVER FOR ACCESS AND 10 WALL MOUNT TRANSFORMER HIGH ON WALL. COORDINATE ACTUAL LOCATION D. CONDUITS/FEEDERS SHOWN ON THIS SHEET ARE TO ILLUSTRATE AND TESTING OF THE LIGHTNING GROUND IMPEDANCE. WITH WATER FEATURE EQUIPMENT ROOM SHOP DRAWINGS. 2301BLAKEST , sTE #� oo GENERAL ARRANGEMENT OF CONDUITS ONLY AND IS NOT INTENDED DENVER, COLORAD080205 TO INDICATE ACTUAL ROUTING. CONTRACTOR MAY GROUP/ARRANGE/ O4 DOWN -CONDUCTOR CONNECTION TO THE LIGHTNING GROUND RING. 11 120V, 15A, CKT FOR CONTROLLER/ALARM BELL. 303 8618555 F 303 8613027 ROUTE CONDUITS AS APPROPRIATE. PROVIDE PULL BOXES IN THE PROVIDE SPLICE BOX AT FOOT OF COLUMN FOR FUTURE LIGHTNING QUANTITIES AND LOCATIONS NECESSARY TO FACILITATE INSTALLATION . 12 SEE SHEET T2.01 FOR TELECOMMUNICATIONS SERVICE CONDUITS. 0225 MAIN STREEf UNIT C101 EDWARDS, COLORADO 81632 O UFER GROUND CONSISTING OF 20 - FEET OF CONCRETE ENCASED 970 926 8960 F 970 926 8961 STEEL REIFORCING BARS MINIMUM 1 /2" DIAMETER. LOCATE UFER 13 SEE SHEET E9 .01 FOR SCHEDULE. AT THE FOOT OF THE PILE CAP . BOND TO GROUNDING CONDUCTOR AND CONNECT TO THE GROUND BUS CABINET. 7 1 2 3 � � � � � 9 � 0 � 1 � 2 � 3 1 � � 5 � 6 17 18 �1 � 20 21 2� � 3 24 25 �� � 7 2� Flack + Kurtz Inc. � o-�- �/ STUB UP INTO � 405 Howard St.,Suite 500 1 � 3 CONNECT ALL N RMAL 120V POWER CONNECT A�L NORMA�L 120V WER SPORTS BOWLING San Francisco, CA 94105 � 2 ` - - UITS - - ON� RETAIL TENA/T S C E4.03P Te�. 415 398-3833 4.04 � CIRCUITS TO PA EL LP CAM NW, UON C1R 0 PANEL LP CAM N , U PA E Fax �415� 433-5311 I �- I I I I I � '� \ I I I 1 � I I I I I I I _ � _-- — G _ - _— _ ' � - - _ _- - - � - - - _ =- - I -_ _ - - - , _-_ - - _ - - - _ _ - __ _� - _ �� _ _ - =- S -� - -� SL - - - - _ =I-�=Sz - ' - - -_ - - - - - G -� �- - - _ - G � - - - _ � - o_ �ee eoeaee�e � nann0000aaaoaooa00000�ooe000aooa � oaee anao 000aoaoaao 0000a0000000aoAOa �oo 000n000a0000000aoo saoonooea000aooan000e o 0000a o0 oaocooaaooeooaoo oos000caoce0000aooeaoco ooa000000e � a000aa� a � oo�o ,� oo 00000000aoo a000aaoaa000eouonno o � oaswaoaoaa 000a�0000000a00000coa000�aoo <Tooa00000 noOOOOOOe000aa0000 000a0000Teoo oaou000aoa aooa ,0000000anaa ooaooaeaovoaa�000�0000000000aoo 0000aesswa �p _ � �. ...,. .,. — - - - - '""�".�..., _ Q...e.. , n _ a ... .e ,. ....o..., ...._.�=��_..,...d..P ._n,.,.o .e.... ..m....._. .. .,... 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DO NOT EXCEED 200' OR 180 DEGREES OF BEND BETWEEN PULL O (2) 4" CONDUITS TERMINATION LOCATION WITH PARKING EQUIPMENT TRADES. DO NOT DAISY CHAIN MORE . _ POINTS. O3 (8) 4" CONDUITS THAN TWO PARKING TELECOM OUTLETS. ALL OTHER TELECOM OUTLETS ARE HOME RUN . � � 14 RESIDENTIAL TELECOMMUNICATIONS OUTLET WITH ( 1 ) 1 " CONDUIT HOMERUN TO RDU IN � • � � ArCh � t tS ; O4 (3) 4 CONDUITS UNIT 101 . ' O5 (2) 3" CONDUITS O6 18"W x 18" L x 6" D PULLBOX O7 (4) 1Y" CONDUITS AND (4) 1 " CONDUITS TO RESIDENTIAL UNITS ABOVE. 2301 BLAKEST , srE #� oo �8 3 4" CONDUIT SLEEVES DENVER, co�o�,�o so2os � � 303 8618555 F 303 8613027 O9 ( 10) 4" CONDUITS CAPPED AND TAGGED 5' BEYOND THE PROPERTY LINE FOR SERVICE 0225 MAIN STREEf UNIT C101 PROVIDER CONNECTION . EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 10 NOT USED . 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Mat Elevations and Reinforcing Area #5 ��� � � ��a� LS 4 . 00 FOURTH LEVEL OVERALL LIFE SAFETY PLAN S4 . 00 Mat Foundation Details I � Ar E � u + lt Colorado LS 5 . 00 FIFTH LEVEL OVERALL LIFE SAFETY PLAN S4 . 01 Mat Foundation Details LS 6 . 00 SIXTH LEVEL OVERALL LIFE SAFETY PLAN Dewatering LS 7 . 00 SEVENTH LEVEL OVERALL LIFE SAFETY PLAN D1 . 0 Permanent Dewatering System Plan LS 8 . 00 EIGHTH LEVEL OVERALL LIFE SAFETY PLAN D2 . 0 Permanent Dewatering System Plan Construction Details LS 9 . 00 NINTH LEVEL OVERALL LIFE SAFETY PLAN Structural Water Proofing � S0 . 01 Sheet Index WP12 . 01 Below Slab Waterproofing and Notes S1 . 00 General Notes and Schedules WP12 . 02 Foundation Waterproofing 0225 MAIN STREEI' * � s � . o � scnedu � es 2211 NORTH FRONTAGE i� D . SUITE A S1 . 02 Coordinate !' lan UNIT C101 _ Electrical and Telecom VAI L , COLOR�► DO 81657 � S1 . 03 Load Plans E2 . 01 P Garage Level Power Plan EDWII� RDS , CO 81632 0 = S1 . 04 Schedules T2 . 01 Telecommunications Garage Level Plan - Overall s � . 05 scnedu � es VOX ( 970 ) 479 -7566 � � � � � � VOX ( 970 ) 926 -8960 � oo� S2 . 01 Garage Level Plan 6 . 0 . Mat Elevations and Reinforcing FAX ( 970 ) 479 -6666 F �B 15 2 S2 . 01 A Garage Level Plan T . O . Mat Elevations and Reinforcing , FAX � 97O � 9ZC -8961 S2 . 02 Garage Level Plan B . O . Mat Elevations � nd Reinforcing Area # 1 ���y� oF vA� L S2 . 02A Garage Level Plan T . O . Mat Elevations and Reinforcing Area # 1 S2 . 03 Garage Level Plan B . O . Mat Elevations and Reinforcing Area #2 w S2 . 03A Garage Level Plan T . O . Mat Elevations and Reinforcing Area #2 ` I� . � �. -_ _ . _ . __ �� , _ _� . _ �� s �2�s ' � ����<e�- "�'�,i •�'=i_ y .. s'a�" � .gz�� �� t�..s' ' � `" . ��s+s�- _ ���"���+aiF..��a i9..� � s'a--t,'.'e {�. s�-�-. > �"---- � �.��^'°`°s CODE ANALYSIS PROJECT DESCRIPTION R SISTANT JOINT SYSTEMS: DEFERRED SUBMITTALS WITH ESTIMATED SUBMITTAL DATES I �F RINK MECHANICAL EQUIPMENT ROOM #G032 ON THE GARAGE LEVEL �� - SECTION 713, FIRE E - � Q - REFER TO 01 /25/08 SAFEBUILT INC_ COMMENTS 1}IE PROPOSED SOLARIS PROJECT SITE IS LOCATED AT 143 EAST MEADOW DRIVE THE ICE RINK MECHANICAL EQUIPMENT ROOM #G032 IS AN INCIDENTAL USE AREA _ . _ _ IN VAIL C O L O R A D O. T H E S I T E I S B O U N D E D B Y: SF P A R A T E D USES SPA TENANT IMPROVEMENT 6 �2�08 AS DEFINED IN SECTION 302. 1 . 1 OF THE 2003 IBC. THIS ROOM WILI. NOT �� B � _ � � �� � Archit t5 • � THE SOUTH I- 70 FRONTAGE R O A D O N T H E N O R T H L O B B Y B A R T E N A N T I M P R O V E M E N T 6 /2/0 8 g E p E S I G N A T E D A S A G R O U P H - 3 O C C U P A N C Y. T H E R O O M I S S U B J E C T T O , - SOUTH ADDRESSED SIDE OF THE BUILDING) 2- HOUR MIXED OCCUPANCIES SEPARATION ON THE BASEMENT, 1S T SKATE SHOP TENANT IMP R O V E M E N T 6 /2/0 8 $�� �� VE ON THE MINISTATIVE MODIFICATION c � { . A OW ORI ( TO AD PACE 201 TENANT IMPROVEMENT 6 /2/08 THE RE�U� REMENTS O F C H A P T E R 1 1 O F T H E 2 0 0 3 I M C A N D S E C T I O N 6 0 6 O F � --� � �-�� -- EAST ME D AND 2ND FLOOR LEVELS, ACCORDING OFFICE S - • VAIL CENTER ROAD ON THE EAST RE UIREMENTS THE 2003 IFC. THE REFRIGERANT USED IS R- 507 AND IS CLASSIFIED AS A , • AND ADJOINING PROPERTY ON THE WEST Q SWIMMING POOL TENANT IMPROVEMENT 6 /2/08 GROUP A1 REFRIGERANT BY THE IMC. THE QUANTITY OF R-507 „ DOOR HARDWARE SCHEDULE SUBMITTED REFRIGERANT USED WILL BE 157. 5 POUNDS ACCORDING TO THE ' THE BUILDING WILL CONSIST OF A 7- STORY ABOUVE GRADE ON THE NORTH SIDE 3- HOUR SEPARATION OF THE LOADING DOCK FROM THE LEVEL 3 AREA gOWLING ALLEY TENANT IMPROVEMENT 6 /2/08 CONSULTANT IN CHARGE OF THE DESIGN (PACE INDUSTRIAL) . THE GROUP AND A 9- STORY ABOVE GRADE ON THE SOUTH SIDE. THE TOP FLOOR IS 65 THEATER TENANT IMPROVEMENT 7/7/08 A1 CLASSIFICAl10N OF THE R - 507 REFRIGERANT MAKES IT THE SAFEST FEET ABOVE THE ROAD ACCESS ON THE NORTH SIDE AND 92 FEET ABOVE THE INCIDENTAL USE SEPARATION FIRE PLACE FLUE DETAIL 6 /2/08 POSSIBLE REFRIGERANT AND MANY REQUIREMENTS FROM SECTION 606 OF PLAZA ACCESS ON THE SOUTH SIDE. BY THE DEFINITION IN SECTION 403. 1 OF TABLE 302. 1 . 1 FIRE- STOPPING PACKAGE 6 /2/08 THE 2003 IFC DO NOT APPLY FOR QUANTITIES LESS THAN 220 POUNDS. THE 2003 IBC. THE BUILDING WILL BE CONSIDERED A HIGH - RISE STRUCTURE FIRE- RESISTIVE JOINT PACKAGE 6 /2/08 2301 BLAKE ST. , STE. #100 THE HIGHTEST OCCUPIED LEVEL (LEVEL 9) IS MORE THAN 75 FEET (92 INTERIOR FINISH SCHEDULE 7/1 /08 SECTION 606. 9 OF THE 2003 IFC REQUIRES THE FOLLOWING REMOTE CONTROLS: DENVER, COLORAD08o2o5 SINCE CORRIDORS 303 861 8555 F 303 861 .3027 FEET) ABOVE THE LOVEWST LEVEL OF FIRE DEPARMENT ACCESS ON THE SOUTH CONVAULT DIESEL STORAGE TANK REMOTE CONTROL OF THE MECHANICAL EQUIPMENT AND APPLIANCES SIDE (MEADOW AVENUE) OF THE BUILDING. SECTION 1016, CORRIDORS: FIRE COMMAND CENTER 6 �2��$ LOCATED IN THE MACHINERY ROOM SHALL BE PROVIDED AT AN APPROVED 0225 MAIN STREET . UNIT C101 SMOKE CONTROL SYSTEM REPORT 6 /2/08 EDWARDS , COLORADO 81632 P A ONE-HOUR CORRIOORS ON RESIDENTIAL FLOORS (LEVELS THREE ALL MECHANICAL COMPONENTS OF THE LOCATION IMMEDIATELY OUTSIDE THE MACHINERY ROOM AND ADJACENT TO g70 926 8960 F.970 926 8961 AP LIC BLE CODES_ ITS PRINCIPAI. ENTRANCE. THROUGH EIGHT) SMOKE CONTROL SYSTEM PRESSURE 2003 INTERNATIONAL BUILDING CODE (IBC) DIFFERENTIAL CALCULATIONS NEED TO REFRIGERATION SYSTEM . A CLEARLY IDENTIFIED SWITCH OF THE 2003 INTERNATIONAL FIRE CODE (IFC) SECTIONS/TABLES 302. 1 . 1 & 302. 3.2: BE CALCULATED . Q BREAK- GLASS TYPE SHALL PROVIDE OFF- ONLY CONTROL OF ELECTRICALLY 2003 INTERNATIONAL MECHANICAL CODE (IMC) ENERGIZED EQUIPMENT AND APPLIANCES IN THE MACHINERY ROOM , OTHER 20Q3 INTERNATIONAL PLUMBING CODE (IPC) 1 - HOUR REDUCTION FOR FIRE SPRINKLER PROTECTION DOES NOT THAN REFRIGERANT LEAK DETECTORS AND MACHINERY ROOM VENTILATION . �� INTERNATIONAL FUEL GAS CODE (IFGC) APPLY TO TABLE 302. 3. 2 OCCUPANCY SEPARATION REQUIREMENTS AND pECIAL VENTILATION REQUIREMENTS FOR THIS ROOM BASED ON THE = = ` _ _ '- -, - _ s - - _ ; T - � 2003 ATED USES ARE NOT ALLOWED ACCORDING TO THE TH RE ARE S VENTILATION SYSTEM . A CLEARLY IDENTIFIED SWITCH OF THE BREAK- GLASS "; , ;�,=_� - zw - �=�=�a.�= � "" � �.� 2 ;� �_ ` _ �- - �v» y : �_ _ 2003 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) NON - SEPAR STORAGE AND USE OF CARBON DIOXIDE COMPRESSED GAS CYLINDERS AS � � �� _ _ � ,- t ,v _ - i __ _¢ _ , ^ _ - _ TYPE SHALL PROVIDE ON - ONLY CONTROL OF THE MACHINERY ROOM -s ' � _= * � f � T ' TOWN OF VAIL AMENDMENTS ADMINISTRATNE MODIFICATION . �:-� _ = = ~ �� _ � - � _ . � � � � �V� DESCRBED BELOW. GIVEN THE QU A N T I T I E S O F H A Z ARDOUS MATERIALS SUPPLIED � ��'i ' ' OS NATIONAL ELECTRIC CODE (NEC, NFPA 70) VENTILATION FANS. R ==��`= � T � � ` - F = ° 20 BY CH THIS ROOM IS NOT CLASSIFIED AS A GROUP H - 3 OCCUPANCY. � f � -� ,� " 13 STANDARD FOR SPRINKLER SYSTEMS �E -F , 2002 NFPA , DWELLING UNIT SEPARATION 2002 NFPA 72, NATIONAL FIRE ALARM CODE THE CHEMICALS PROPOSED AT THtS POINT OF THE DESIGN FOR STORAGE AND GFtO�P H 3 STORAGE ROOM FOR TMF 1 000 GALLON OIESEL STORAGE TANK OCCUPANCIES SECTION 708.1 = USE IN THIS ROOM ARE: TF; E GARAGE � F�� �Fr.HaNICAL ROOM SECTION 303. 1 : GROUP A- 1 , MOVIE THEATER 1 - HOUR FIRE PARTITION SEPARATION BETWEEN THE INDIVIDUAL GROUP UP TO 200 POUNDS OF SOLID ° TRICHLO" (TRICHLOROISOCYANURIC ACID), TME ROOM IN THE GARAGE LEVEL MECHANICAL AREA CONTAINING THE DIESEL - SECTION 303. 1 : GROUP A- 2. RESTAURANT & LOUNGES R - 2 DWELLING UNITS. 2-HOUR WALLS FOR SOUND ATTENUATION ALSO WHICH IS ACTUALLY NOT CLASSIFIED BY QOT AS AN ACID, BUT AS A STORAGE TANK WILL BE CONSIDERED A GROUP H - 3 OCCUPANCY AND WILL SEC710N 303. 1 : GROUP A-3, GENERAL ASSEMBLY AREAS ACCEPTABLE. DWELLING UNIT DOORS ARE 20-MINUTE RATED WITH HEAVILY CHLORINATED CLASS 2 OXIDIZER ( ACCORDING TO SECTION REQUIRE 2- HOUR FIRE- RESISTIVE RATED (FRR ) CONSTRUCTION . THE LINE SECTION 304. 1 : GROUP B, GENERAL SELF- CLOSURES AND LATCHES E102. 1 . 7. 1 FROM APPENDIX E OF THE 2003 IFC). FROM TABLE 2703.1 . 1 (1 ) RUNNING FROM THIS ROOM TO THE EMERGENCY GENERATOR ROOM WILL NEED TO SECTION 309: GROUP M , MERCANTILE FOR A BUILDING WITH A FIRE SPRINKLER SYSTEM , THE SO�ARIS POOL gE pROTECTED FROM DAMAGE INCLUOING EXPOSURE TO FIRE (THIS MAY BE SECTI ON 310. 1 = GROUP R- 2, RESIDENTIAL/PERMANENT RESIDENTS SECTION /TABLE 715. 3: EQUIPMENT ROOM 358 M ED AA GROUP H - 3� OCCOUPANCY. F �ICHLOR ACHIEVED BY A 2- HOUR FRR PIPE WRAP , IN LIEU OF A FRR ENCLOSURE). THE Engineering, Inc. SECTION 311 . 3: GROUP S- 2, ENCLOSED PARKING GA R A G E W I T H O U T B E I N G C O N S I D E E M E R G E N C Y G E N E RATOR ROOM WILL BE REQUIRED TO HAVE A 2- HOUR FR ALL OTHER DOORS IN 1 - HOUR RATED CORRIDORS TO NON - DWELLING ENCLOSURE ACCORDING TO 2005 NFPA 110. 5 4 2 0 W n R O R o a� , S u i r E 2 0 0 NOTE: ALL R-2 DWELLING UNITS ARE INTENDED TO BE SOLD TO SINGLE USERS ROOMS ARE � HOUR RATED FIRE DOORS WITH SELF-CLOSURES AND UP TO (4) 50- POUND CARBON DIOXIDE COMPRESSED GAS CYLINDERS. ARVnon, CO 80002•1838 WHO WILL NOT BE UTILIZING ANY PORTION OF THEIR DWELLING FOR LOCK- OFF LATCHES. COMPRESSED CARBON DIOXIDE GAS IS CLASSiFIED BY DOT AS A CLASS 2.2, SECTION 3404 OF THE 2003 IFC HAS THE REQUIREMENTS FOR THE DIESEL PHONE 303422.7400 OR RENTAL PURPOSES. RESIDENTS OF THESE DWELLINGS ARE INTENDED TO BE NON - FLAMMABLE GAS, WHICH HAS NO LIMIT AS AN " ALLOWABLE QUANTITY" STORAGE TANK IN THE BASEMENT MECHANICAL ROOM OF THE SOLARIS BUILDING. FqX 303.422.7900 PERMANENT AND NOT TEMPORARY (NOT LESS THAN 30 DAYS). EGRESS IN SECTION 2703. 1 . 1 . THESE CYLINDERS DO HAVE TO COMPLY WITH DIESEL FUEL IS CLASSIFIED AS A CLASS II COMBUSTIBLE LIQUID . THERE ARE CHAPTER 30 (COMPRESSED GASES) AND THERE ARE VENTILATION OPTIONS OF USING DOUBLE- WALL STORAGE TANKS WITH LEAK OETECTION TO � . PARKING GARAGE VGGUPANT LOAD AtJD COr. C�� CArACITY: RCQUIREMErJTS �ocz -n-+ E aoa� I� FTAII FI� RFi ow_ � FFT �taNY �F THESE REQUIREMENTS. A PRE- PACKAGED /PRE- ENGINEERED ISSUE/REVISION DATE NO. SYSTEM WILL BE MORE EXPENSIVE UP FRONT, t3U I w� �� SAVE GUNSTRUGTION ' SECTION 406.4. 2: MECHANICAL VENTILATION ACCORDING TO THE 2003 IMC SEE LIFE- SAFETY DRAWINGS FOR ASSUMED OCCUPANT LOAD FACTORS, TMERE 15 AN INTENTION TO HAVE (4) 50-POUND CARBON DIOXIDE CYLINDERS IN COSTS LATER. PROGRESS SET 02FEBO7 1 a OCCUPANT LOADS AND EGRESS CAPACITY. THIS ROOM . THE VOLUME OF COMPRESSED GASES IS EXPRESSED IN CUBIC FEET M 1 . 5 CFM PER SQUARE FOOT OF FLOOR AREA, CONTINUIOUS AT NORMAL TEMPERATURE AND PRESSURE (NTP, DEFINED AS 680F OR 200C, EXPLOSION CONTROL ACCORDING TO SECTIONS 3404. 2. 5 & 911 IS NOT REQUIRED DESIGN DEVELOPMENT 2oJUN07 2 SECTION 404 (I C� GRADING 8� EXCAVATION PERMIT 01JUL07 3 OR ACTIVATE UPON 25 PPM CO CONCENTRATION SECTION /TABLE 1005. 1 - EGRESS WIDTH/OCCUPANT SERVED: AND SEA LEVEL PRESSURE OR 101 ,325 PASCALS) . A �UANTITY OF 50 POUNDS FOR DIESEL STORAGE TANKS. OF CARBON DIOXIDE TRANSLATES TO 43$ CUBIC FEET AT NTP , ACCORDING TO CD / PERMIT 26SEP07 4 TYPE OF CONSTRUCTION MINIMUM 0. 2 INCHES/OCCUPANT EGRESS CAPACITIES FOR STAIRWAYS & TME CALCULATION : SECTION 3404.2. 7 HAS THE GENERAL REQUIREMENTS FOR THE DESIGN, TOV RESPONSE 17DEC07 5 0. 15 INCHES/OCCUPANT EGRESS CAPACITIES FOR LEVEL COMPONENTS CONSTRUCTION AND INSTALLATION OF STORAGE TANKS. THE TANK HAS TO TOV FOUNDATION SET o5FEBOS s TYPE I - A (LOWEST 3 LEVELS) AND TYPE II- A FOR LEVELS ABOVE & RAMPS (WITH NFPA 13 SPRINKLER SYSTEM ). UP TO 500 POUNOS OF SODIUM CHLORIDE (NACL. COMMON TABLE SALT), COMPLY WITH NFPA 30 WITH REGARD TO MATERIALS AND PRESSURE LIMITATIONS (PER ADMINISTRATIVE MODIFICATION) WHICH IS NOT REGULATED AS A HAZARDOUS MATERIAL, SO THERE ARE NO OF THE TANK. FLOORS WITH ASSEMBLY USES EXCEEDING 300 OCCUPANTS. THE MAIN ALLOWABLE QUANTITY LIM� TS FOR SODIUM CHLORIDE. BUILDING HEIGHT ENTRANCE WILL HAVE THE CAPACITY FOR 50� OF THE TOTAL SECTION 3404.2. 7. 3 REQUIRES NORMAL VENTING FOR THE TANK . NOTE THE OCCUPANT LOAD (SECTION 1024. 2) THE STORAGE AND USE OF CARBON DIOXIDE COMPRESSED GAS CYLINDERS IN TANK MUST BE VENTED AT LEAST 12 FEET ABOVE GROUNO AND NOT LESS THAN 12 STORIES, 180 FEET ( FOR SPRINKLERED TYPE II - A) THE POOL EQUIPMENT ROOM 358 WILL BE SUBJECT TO CHAPTER 30 5 FEET FROM BUILDING OPENINGS OR LOT LINES. VENT LINES MUST DRAIN BACK TABLE 503: TO THE TANK . QUEUING AREA PROVIDED IN THE THEATER LOBBY ACCORDING TO (COMPRESSED GASES) IN THE 2003 IFC. THE CYLINDERS HAVE TO BE STORED �LOWABLE AREA SECTION 1024. 2. AND USED IN A SECURED AND UPRIGHT MANNER . THE CYLINDERS WIL.L HAVE TO SECTION 3404. 2. 7. 4 ALSO REQUIRES EMERGENCY VENTING TO ALLOW FOR BE CHAINED TO THE WALL IN A SECURE MANNER TO KEEP THEM FROM TIPPING pRESSURE RELIEF FROM THE TANK IN CASE IT EXPOSED TO FIRE. THE TABLE 503: UNLIMITED AREA PER FLOOR SECTION 1007. 3, ENCLOSED EXIT STAIRWAYS, EXCEP710N 3: OVER AND UN - USED CYLINDERS WI�L HAVE TO HAVE PROTECTIVE CAPS ON THEM EMERGENCY VENTING MUST BE DONE ACCORDING TO SECTION 4. 2.5. 2 OF 2003 WHEN NOT IN USE. THE CYLINDERS MUST ALSO BE IN A LOCKED/SECURED NFPA 30 OR SECTION 22. 7 OF 2008 NFPA 30. THESE VENT LINES ARE NOT SECTION 506.2: FRONTAGE INCREASE NOT NEEDED MINIMUM 48- INCHES BETWEEN HANDRAILS (56 -INCH STAIRWAY WITH ROOM TO PREVENT UNAUTHORIZED ACCESS. ALLOWED TO DISCHARGE INSIDE BUILDINGS 4- INCH HANDRAIL PROJECTIONS) REQUIRED TO QUALIFY FOR AN SECTION 506.3: INCREASE DUE TO NFPA 13 SPRINKLER SYSTEM & HEIGHT ACCESSIBLE MEANS OF EGRESS AND ELIMINATE THE NEED TO AREAS TME COMPRESSED CARBON DIOXIDE GAS (AN ASPHYXIANT) CYLINDERS ARE DED OF REFUGE. REGULATED BY SECTION 3007, WHICH HAS THE MECHANICAL VENTiLATiON SECTION 3404.2. 7. 5 OF THE 2003 IFC APPLIES TO TANK OPENINGS OTHER THA NOT NEE VENTS. FILLING, EMPTYING AND VAPOR RECOVERY CONNECTIONS/LINES TO THE E UATION 5- 1 : AREA INCREASE PER FLOOR NOT NEEDED SECTION 1008. 1 . 1 . SIZE OF DOORS: REQUIREMENTS (OPERABLE WHEN THE BUILDING IS OCCUPIED ) . THE VENTILATION TANK. FILLING STATIONS MUST BE LOCATED OUTSIDE AT A LOCATION FREE FROM Q FOR THE POOL EQUIPMENT ROOM #358 IS AS FOLLOWS: SOURCES OF IGNITION AND AT LEAST 5 FEET AWAY FROM BUILDING OPENINGS OR o�ap 0 RE��sr SECTION 506.4: MULTI - STORY BUILDING NOT NEEDED LOT LINES. THEY MUST BE LABELED /SIGNED AND CLOSED WITH A TIGHT- FITTING •• " ' ° •• MINIMUM 32- INCH CLEAR DOOR OPENING WIDTH. �p:;•��CHqf�•.� F�,� FROM THE 2003 IFC CAP . ;° �F� a SECTION 503. 1 . 1 AND 506. 1 . 1 : SECTION 1011 . 1 , EXIT SIGNAGE: : 0 3325� �� CARBON DIOXIDE GAS IS 1 .5 T1MES AS HEAVY AS AIR . SO IT WILL SETTLE TO SECTION 3404.2. 7. 5.6 HAS THE REQUIREMENTS FOR THE LOCATIONS FOR FILLING � � : TUAL AREA PER FLOOR: INTERNALLY ILLUMINATED EXIT SIGNS ABOVE EACH EXIT DOOR CONNECTIONS THAT ARE VERY SIMILAR T� THE ABOVE REQUIREMENTS. ; � ; AC THE FLOOR, SO EXHAUST SHOULD BE TAKEN WITHIN 12 INCHES OF THE FLOOR . ) CARBON OIOXIDE GAS IS AN ASPHYXIANT. IF THE SYSTEM HAS A SIGNIFICANT CONNECTIONS MUST BE MADE OUTSIDE THE BUtLDING AND LOCATED AWAY FROM •., . .. . ,.•', GARAGE LEVEL- 107,000 SF (90- MINUTE EMERGENCY POWER _ EXCEPTION 3. EXIT LIGHTS NOT FIRST LEVEL_ 78,000 SF REQUIRED IN RESIDENCES. LEAK , THE POOL EQUIPMENT ROOM #358 CAN FILL UP WITH CARBON DIOXIDE SOURCES OF IGNITION , AND NOT LESS THAN 5 FEET AWAY FROM BUILDING , E� � SECOND LEVEL: 72,000 SF OPENINGS. CONNECTIONS MUST KEPT CLOSED , LIQUID - TIGHT AND BE PROPERLY THIRD LEVEL: 57,368 SF GAS ABOVE THE OSHA APPROVED TOXIC THRESHOLD LEVEL ( 0. 5� OR 5, 000 PPM IDENTIFIED. `��j/ �S . FOURTH LEVEL_ 53,637 SF SECTION 1013. 3, COMMON PATH OF EGRESS TRAVEL: FOR AN 8 HOUR EXPOSURE). IN LIEU OF PROVIDING CONTINUOUS VENTILATION FIFTH LEVEL: 49, 142 SF COMMON PATH OF TRAVEL WILL EXCEED 75 IN CERTAIN DWELLING TO THE ROOM A SYSTEM CONNECTED TO CARBON DIOXIDE GAS DETECTOR SET SECTION 3404.2. 7. 5.5 HAS THE REQUIREMENTS OF FILL PIPES. A METALLIC PIPE SIXTH �EVEL: 46,859 SF UNITS. THIS ISSUE WILL HAVE TO BE ADDRESSED VIA AN AT A THRESHOLD LEVEL MAY BE PROPOSED . SINCE THIS ROOM IS LOCATED IS REQUIRED TO FILL TOP- LOAD TANKS AND BE DESIGNED TO MINIMIZE THE - SEVENTH LEVEL: 39,347 SF ADMINISTRATIVE MODIFICATION REQUEST. ADJACENT TO THE LOADING DOCK, IT MAY NOT BE ADVISABLE TO HAVE A GENERATION OF STATIC ELECTRICITY BY TERMINATING WITHIN 6 INCHES OF THE EIGHTH LEVEL: 22,820 SF SYSTEM CARBON DIOXIDE DETECTOR ACTIVATING AT A LEVEL LOWER THAN 0. 5%. gp�OM OF THE TANK. NINTH LEVEL: 1 ,143 SF SECTION 1015. 1 , EXIT TRAVEL DISTANCE: EVEN A CARBON DIOXIDE LEVEL UP TO 1 . 5� CAN BE TOLERATED, BUT WILL OCCUPANTS WILL START TO NOTICE AN INCREASED RESPIRATION RATE. THIS IN THE CASE OF THE SOLARIS BUILDING, A CLOSED DOUBLE- WALL METALLIC FILL � SYSTEM COULD ALSO BE COMBINED WITH THE PARKING GARAGE EXHAUST SYSTEM � BE yy� TM LEAK MONITORING IS REQUIRED . IF A LEAK OCCURS IN THE FILL (BASEMENT NOT PART OF ALLOWABLE AREA) EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 IN THE BUILDING AND 400 FEET IN THE PARKING GARAGE WHEN THE BUILDING (OR LOADING DOCK EXHAUST SYSTEM) IN SOME MANNER. TUBE. THE SECOND WALL CONTAINS IT AND THERE IS NOTIFICATION FROM TH ACTUAL TOTAL AREA OF BUILDING: IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM LEAK MONITORING SYSTEM . ALL METALLIC TUBING SHALL BE INSTALLED � INCLUDING THE GARAGE LEVEL) 420,316 SF CARBON DIOXIDE GAS IS ODORLESS, BUT IT CAN BE SUPPLIED WITH A ACCORDING TO ASME 631 , CODE FOR PRESSURE PIPING. STEEL PIPING SHALL BE J (NOT WINTERGREEN SCENT ODORIZER AS A SAFETY FEATURE TO MAKE IT DETECTABLE. USED THAT CONFORMS TO ASTM A 53 OR ASTM A 106 . ALL PIPING SHALL BE SECTION 1016 . 3, DEAD END CORRIDORS: CARBON QIOXIDE GAS ODORIZED WITH A WINTERGREEN SCENT SHOULD BE USED PROTECTED FROM EXTERNAL HAZARDS, INCLUDING EXPOSURE TO FIRE. A w J ACTUAL NUMBER OF STORIES: 7- NORTH SIDE, 9-SOUTH SIDE AND A SAFETY SIGN ON THE DOOR ENTRANCE TO ROOM 358 SHOULD ALSO BE > � MAXIMUM 20- FOOT DEAD END CORRIDORS 2- HOUR FIRE- RESISTIVE RATED ( FRR ) PIPE WRAP WOULD BE ADEQUATE IN LIEU ; PROVIDED AS SHOWN BELOW: OF ENCLOSING THE PIPE IN A 2- HOUR FRR ENCLOSURE/SHAFT. THE PIPING � � ACTUAL BUILDING HEIGHT: 65 FT- NORTH SIDE, 92 FT- SOUTH SIDE FROM THE STORAGE TANK TO THE DAY TANK OF THE EMERGENCY GENERATOR n/ � W � SECTION 1023. 1 EXIT DISCHARGE: ALSO NEEDS TO COMPLY WITH THIS REQUIREMENT. �� � � 1 FIRE RESISTANCE CONSTRUCTION � , - i EXIT �OORS MUST DISCHARGE DIRECTLY TO THE EXTERIOR AT GRADE • � - • ' ' • SECTION 3404. 2_ 7. 5.7 HAS THE REQUIREMENTS FOR VAPOR RELEASE DEVICES � Q I TYPE I - A RATING OF FLOORS & BUILDING ELEMENTS IS REQUIRED OR PROVIDE DIRECT ACCESS TO GRADE. r � �,� � � � " FOR TANK OPENINGS BY MEANS OF A SPRING-LOADED CHECK VALVE OR , TABLE 601 : ACCORDING T0: � � O � � ' "' DRY- BREAK CONNECTIONS, OR OTHER APPROVEO DEVICE, UNLESS THE OPENING SECTION 1023. 6 ACCESS TO PUBLIC WAY: O � • 3- HOUR STRUCTURAL FRAME � " �°�`�`� `#"'� ' IS CONNECTED TO A VAPOR PROCESSING SYSTEM. � Q � ,: �� � ; �-�� �arbQn �#�oxid� g�s • 3- HOUR BEARWG WALLS EXIT DISCHARGE MUST PROVIDE DIRECT AND UNOBSTRUCTED ACCESS ��:H � �- •^ - � � Q f;����, ° � ����'� ���'I C11.�S� ltl � l.tl"j► �t' � �� X �1 . SECT� ONS 3404. 2. 7. 5. 8 AND 3404. Z. 9 . 6. 6 HAVE THE REQUIREMENTS FOR OVERFILL + � 't�.uka4 s,�u, ,^ ' r,'�K� • 2-HOUR FLOOR CONSTRUCTION TO A PUBLIC WAY ( STREET). ��;��� _,_;� � ��-� w • 2-HOUR SHAFTS (REGARDLESS oF HOW MANY STORIES SERVED) �'�� ��"` 'When alarm o�erates a� PROTECTION . THERE ARE DIFFERENT METHODS TO PREVENT THE OVERFILLMG OF � � �' � ' � �� THE DIESEL STORAGE TANK FROM ITS OUTSIDE CONNECTION . THE TANK VENDOR • 1 . 5- HOUR ROOF SECTION 1025, EMERGENCY EXCAPE AND RESCUE, EXCEPTION t : .� ;� �`,� hs q wirrte�c��en sCent is CAN EXPLAIN THEIR SYSTEM ANO ITS COMPLIANCE WITH THE REQUIREMENTS. = . _� _ �� �� 4z�: ,.� � � w o c� � ��= w- :a+`� � , ��r � !�t�;Ct�CI, d�D �tOt ���� �' IDENTIFICATION SIGNS AND CHECKING THE FILL CAPACITY OF THE TANK BEFORE C � TYPE II - A RATtNG OF FLOORS & BUILDING ELEMENTS IS REQUIREO EMERGENCY ESCAPE AND RESCUE WINDOWS NOT REQUIRED, � � • PUMPING FUEL INTO IT ARE REQUIRED . G -� ❑ � ACCORDING T0: EXCEPTION 5, SECTION 1025.1 FOR HIGHRISE BUILDINGS. ' �"�` � ���� � ���#� ����'�� � c=`x`. �� �� �= �� �. o Q • 1 -HOUR STRUCTURAL FRAME VOLUNTARY DESIGN FEATURE �ACCORDING TO SECTION R613 2 OF ^ ~ � THE VENTILATION REQUIREMENTS FOR THE DIESEL TANK STORAGE ROOM ARE ♦ ^ � O . - EARING WALLS THE 2006 IRC : OPERABLE WINDOWS WITH SILLS WITHIN 24 CONTAINED IN SECTION 2704. 3 OF THE 2003 IFC. THE MECHANICAL VENTILATION � /1 v �, . 1 _HOUR B R CONSTRUCTION � FROM 2005 NFPA 12 REQUIRED IS 1 CUBIC FOOT PER SQUARE FOOT OF FLOOR AREA IN THE ROOM. L/ J � � 1 HOUR L00 INCHES OF THE FLOOR REQUIRE GUARD OR A MAXIMUM 4- INCH "' � • 2- HOUR SHAFTS REGARDLESS OF HOW MANY STORIES SERVED) SPHERE, WINDOW OPENING RESTRICTION TO PREVENT CHILDREN DIESEL FUMES ARE HEAVIER THAN AIR AND EXHAUST VENTILATION MUST ( THE ENTRANCE DOOR TO THE ROOM HAS TO HAVE A NFPA 704 COMPIIANT SIGN TAKEN WITHIN 12 INCHES OF THE FLOOR. THERE ARE CONTROL REQUIREMENTS w � � f� • 1 -HOUR ROOF FALLING OUT IF THEY ARE LOCATED MORE THAN 72 INCHES ON IT WITH THE FOLLOWING NUMBER: IN THIS SECTION AS WELL. ♦ ^ i ABOVE THE EXTERIOR GRADE. � Q v ! ,� 3- HOUR HORIZONTAL/VERTICAL ASSEMBLY BETWEEN THE TYPE 2: BLUE/LEFT QUADRANT INDICATING A HEALTH HAZARD SECTION 2704.2. 1 HAS THE SPILL CONTROL REQUIREMENTS AND SECTION �, I - A AND TYPE II - A CONSTRUCTION FIRE PROTECTION SYSTEMS 0: RED/TOP QUAaRANT INDICATING THERE IS NO FIRE HAZARD 2704. 2. 2 HAS THE SECONDARY CONTAINMENT REQUIREMENTS. THE � � '= 2: YELLOW/RIGHT QUADRANT INDICATING A REACTIVIN HAZARD RE�UIREMENTS OF BOTH THESE SECTIONS CAN BE SATISFIED BY THE USE OF A r � sEC� o�i �> > a- AUTOMATIC _SPRINKLER SYSTEM : AN NFPA 13 (NOT 13R) FIRE r�YV v,� ru e w�-IITF RACKGROUND) : LOWER QUADRANT INDICATING THERE PRE- ENGINEERED CONVAULT TANK. - AME AS SPRINKLER SYSTEM UIRED IHKUUGFIUUT ThE aui �oira �. Fi �E ARE OXIDIZERS PRESENT. � � STRUCTURAL FRAME MUST BE RATED AT LEAST THE S SPRINKLER SYSTEM ALSO REQUIRED BY SECTION 903. 2. 7 (IFC). THE FLOOR ABOVE. IN THIS BUILDING THE STRUCTURAL FRAME ACCORDING TO THE ADMINISTRATIVE MODIFICATION REQUEST THE IBC CHAPTER 11 TABLE 1106 . 1 WILL BE 3- HOUR RATED FOR THE LOWEST THREE FLOOR LEVELS LOWER THREE FLOOR LEVELS & LOADING DOCK WILL BE DESIGN THE SIGN WILL LOOK SIMILAR TO THE BELOW SYMBOL, BUT WITH DIFFERENT & 1 - HOUR FOR THE RESIDENTIAL FLOORS ABOVE (PER WITH A SPRINKLER DENSITY OF 0. 2 GPM /SQ- FT OVER 1 , 500 NUMBERS/TEXT: ACCESSIBLE PARKING SPACES ADMINISTRATIVE MODIFICATION ) SQ- FT & THE UPPER REMAINING FLOOR LEVELS WILL BE DESIGN TOTAL PARKING SPACES PROVIDED WITH A SPRINKLER DENSITY OF 0. 1 GPM /SQ- FT OVER 1 , 500 REQUIRED MINIMUM NUMBER TAe� so2 ac 7o4.s: sQ- FT ` OF ACCESSIBLE SPACES FIRE SEPARATION DISTANCES AND RATING OF EXTERIOR WALLS, \ a ` � . KEYPLAN � EXTERIOR WA�LS WITHIN 30 FEET OF A PROPERTY LINE OR PROVIDE THREE FIRE DEPARTMENT CONNECTIONS (FDC'�+) AT o CENTER OF STREET ALLEY WILL BE 1 - HOUR RATEQ. � / LOCATIONS APPROVED BY THE FIRE DEPARTMENT, WITHIN 100 TOTAL PARKING REQUIRED MINIMUM UNPROTECTED OPENINGS ARE ALLOWED WHERE EXTERIOR WALLS FEET OF A FIRE HYDRANT. SPACES NUMBER OF � ARE NON -RATED. � PROVIDED ACCESSIBLE SPAC --�-�-�--�._.�. m SECTION 704.5: GARAGE AR �A WHERE SUBJECTRTO FREEZINGEM REQUIRED IN THE 1 TO 25 � � �� � ���� � � �Y � WATER FEAnIRF FOIIIP�AFNT ROOM �033 ON THE GARAGE LEVEL 26 TO 50 2 EXTERIOR WALLS REQUIRED TO BE 1 - HOUR RATED ARE RATED 51 TO 75 3 Q, FROM THE INSIDE, UNLESS CLOSER THAN 5 FEET TO THE SECTION 8. 14. 5 (NFPA 13): MAY ALLOW FOR FIRE SPRINKLER 3 GIVEN THE QUANTITIES OF HAZARDOUS MATERIALS SUPPLIED BY WATERLIN 76 TO 100 ��� � � �(�o� � PROPERTY LINE. OMISSION AT THE TOP OF ELEVATOR HOISTWAYS WHEN STUDIOS (WL) , THIS ROOM IS NOT CLASSIFIED AS A GROUP H - 3 OCCUPANCY_ 101 TO 150 5 � CONFORMING TO THE ASME A17. 1 NON - COMBUSTIBLE PROVISIONS. 151 TO 200 6 1� � SEC110N 707.4: � ELEVATOR SHAFTS AND STAIRWAYS REQUIRED TO BE 2- HOUR THE CHEMICALS PROPOSED AT THIS POINT OF THE DESIGN FOR STORAGE AND 201 TO 300 $ � RATED. SECTION 903.4 SPRINKLER SYSTEM SUPERVISION (IFC): A USE IN THIS ROOM ARE: 301 TO 400 � SAFEb �� llt Colorado � MONITORED FIRE ALARM SYSTEM CONNECTED TO A CENTRAL 401 TO 500 9 ,�, MONITORING AGENCY IS REQUIRED FOR FIRE ALARM . UP TO THREE 30 POUND BUCKETS OF SOLID " TRICHLO" 501 TO 1 ,000 290 OF TOTAL o ALL MECHANICAL SHAFTS SHALL BE 2- HOUR FIRE-RESISTIVE WITH ° 1 3� HOUR SMOKE/FIRE DAMPERS. (TRICHLOROISOCYANURIC ACID) TABLETS, WHICH IS ACTUALLY NOT STANDPIPE SYSTEM : A STANDPIPE SYSTEM IN ACCORDANCE WITH CLASSIFIED BY DOT AS AN ACID, BUT AS A HEAVILY CHLORINATED CLASS 2 MORE THAN 1 ,000 20, PLUS ONE FOR EACH 100 OVER 1 , 000 cn THE TOWN OF VAIL AMENDMENTS IS REQUIRED. STANDPIPE HOSE OXIDIZER (ACCORDING TO SECTION E102. 1 . 7. 1 FROM APPENDIX E OF THE r� SECTION 1019 . 1 EXIT ENCLOSURES: CONNECTIONS ARE TO BE LOCATED WITHIN STAIR ENCLOSURES 2003 IFC) . FROM TABLE 2703. 1 . 1 (1 ) FOR A BUILDING WI �H A FIRE TOTAL PARKING SPACES PROVIDED : 190 PARKING SPACE � � AND ON EACH SIDE OF A HORIZONTAL EXIT. THE STANDPIPE �/ EXCEPTION #8 OPEN STAIRWAY BETWEEN TWO FLOORS IN SYSTEM SHALL BE SEPARATE FROM THE FIRE SPRINKLER SYSTEM . SPRINKLER SYSTEM , THE WATER FEATURE EQUIPMENT ROOM G033 MAY ACCESSIBLE PARKING SPACES PROVIDED : 6 SPACE � � 2- STORY PENTHOUSE DWELLING UNITS ALLOWED. HAVE UP TO 500 POUNDS OF TRICHLOR WITHOUT BEING CONSIDERED A CODE SUMMARY N � GROUP H - 3 OCCUPANCY. w SECTION 3006.4, MACHINE ROOMS: FIR ALARM SYSTEM : _ A SYSTEM FIRE ALARM EMERGENCY ° J - HOUR RATED. N�PA /2o FORN ETEC110NYOFEFIRE ANDUOCCU ANT NOTI CATIONITM �/ _ ELEVATOR ROOMS REQUIRED TO BE 2 THE WATER FEATURE EQUIPMENT WILL INCLUDE A CLOSEQ TRICHLOR CHEMICAL �, FEED TANK THAT WILL HOLD UP TO 15 POUNDS OF TRICHLOR . THE REMAINING � a SMOKE CONTROL: BUCKETS MUST BE KEPT IN SEAL CONTAINERS TO PREVENT OFF- GASES FROM i � � SECTiON 3004. 1 , HOISTWAY VENTILATION : �j = ' PRESSURIZATION OF STAIRS 1 , 2, 3, 4, 5 & 6 ACCORDIN G T O TME T�ICHLOR (NOT HARMFUL TO PEOPLE) FROM CAUSING CORROSION OF PLOTTED 2 / 05 / 08 ii N ELEVATOR VENTING IS REQUIRED, BUT MUST BE CONTROLLED TO ELECTRICAL CONTACT EQUIPMENT IN THE ROOM . y a ALLOW FOR ELEVATOR SMOKE C�NTROL PRESSURIZATION . SECTIONS 909 . 20. 5 & 909. 20. 6 OF THE 2003 IBC. � o THE ENTRANCE DOOR TO THE ROOM HAS TO HAVE A NFPA 704 COMPLIANT SIGN CHK'D BY Da►►e Le�ker, . 0 J� P R E S S U R I Z A T I O N O F E L E V A T O R S 4 & 5 ACCORDING TO O N I T W I T H T H E F O L L O W I N G N U M B E R : _ SECTION 707. 14. 1 , ELEVATOR LOBBY: ADMINISTRATIVE MODIFICATION REQUESTS & SECTION 707. 14. 1 , EXCEPTION 6 AND mCOPYRIGHT2006BYDAVISPARTNERSHIPPC , a� j RATED ELEVATOR LOBBIES ARE NOT REQUIRED ON RESIDENTAL SECTION 707. 14. 2 OF THE 2006 IBC & APPROVED 2: BLUE/LEFT QUADRANT INDICATING A HEALTH HAZARD SHEET NUMBER °' PER ADMINISTRATIVE MODIFICATION THAT PROVIDES ENGINEERED SMOKE CONTROL DESIGN PRACTICES. 0: RED/TOP QUADRANT INDICATING THERE IS NO FIRE HAZARD � FLOORS, +, o i � ELEVATOR SHAFT PRESSURIZATION IN UEU OF ELEVATOR LOBBIES. Xo STANDBY POWER PROVIDED TO ALL ELEVATORS. 2: YELLOW/RIGHT QUADRANT INDICATING A REACTIVITY HA x � ^ OXY (WITH A WHITE BACKGROUND): LOWER QUADRANT INDICATING THERE SECTION 712, PENETRATION PROTECTION : ARE OXIDIZERS PRESENT. v �- MATERIALS AND METHODS OF CONSTRUCTION USED TO PORTECT D. P .A. 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OL = 66 OCC. � 1 650 F � � 2 EXITS REQ IRED �- ° �, � r ' � i � OL = 51 OCC. 1 ,��� - r,' ` ' . _ �. a ,►, � _ -_ i ' _ ; 36° DOORS I — — , ' � ! � _ / \� � ) _ - — �. ;�� —�P) J GROUP R-2 {___— — ;. ; , , � .�i - — —! -EXITS-REQU L �, — —� � . ---iy �j -E-�fli�--R�QtJtRE � GSF/-0 ` p ,� �� -�=- ,, �,'�'- e� �., - ¢ 1085 SQ_ FT. ` o � � � � OL - 110 �' / � 0 2, 481 � T2 � 36 OOORS OL �=i` O�f`��OC � . i ri��' " , Y` . 1�.,� � 36" DOORS � OL� OCC. , / RErn� � �� ( r / ��'�1� � / � \ � - �/ � ` � „ , : ,' _ . � - OLF = 100 0 � .�� �� NO � � _ iF ,� � i t� - - _ }� -- - - - - - . (2) EXIT F�QUIREt�,. „o , , LF 9 0 GSF � , ,� ;� ,. 4 > ., F ,maor Y , r . _ - - _ �.. / r \ '� . . i � OLF - 30 GSF OCC. EXITS REQUIRE ' '° ^ ' " � °�°' %� � ' � ���C` ' ' � � ���' j. �'G � � OL = 6 1 � � ,� ., � FI � SEC � ' OL = 3 OCGti/ � � 'c � :� � � , � � , , 36 DOC�RS � - i f� OL = 90 OCC. f-';- � I J ' � , �� , I 0 1 EXIT REQUIf�D � I � R�a',as. 36 DOORS R I � i , a � i � � i � � � � i ,f �, � '`- ;.�` . . .,. f^ y ; � „ i� 102 .4 � �, � - v � � � i � � � ii � � � � ii � � � . ` (2) EXI �'S REQUIRED � \ / �� � '� � . W 36 DOORS � a - ; � � � � (2) E TS REQUIRED �� � t �`� � , � f 33 � � / � � � � , • _ > � � � �i , ; �� �' 36" O �ORS ��� \ 6 . .: � _ ` I � , 28 � , 36 DOmRS � � � . 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MAX = � � � °�� �� ,'�" ' ' '�� � ' '�� ��f� � � � ; . \ . , , ' �'j � S �a,�,, � �- GROUP M � - j MAIN _ XIT l =�' - _ - # 41 � �+ � .�_�- ; i � � �.� ���, \. � � � '> ��>/ ` , : � �' % ! 0% � 1 - �� - _ ' � 213 MAX � � � �y�j �--�i-�--% � � \ �� �1.. p0 " a ' .'� � �' O � � � % ---��T � T � � � $ FT ' -- ---- , I I\J / ' / ' . . (\� ' l Me, / ° yv •l�'��) \ � , \� cc > > = o� = 3o cs�/occ. � !, �' � � ° �'� ' - __ - �- 1' � ,�� � � ; ,� NOTE. , - \ �, \ � ��. � ;� ��' •«,�, �a� , ,�_ � , .�.�� , . ° - OL = 40 OCC_ � � , � � �� � � % ALL GRO P M SPACES WILL �BE INCLUDED Np�-� ' � �� i' " ' �'�°° � �\ '�i 1 ' � � i - 1 j� � I� � \ � - \ \,�`"' i ' '�.�� B q �;e;/ ' � { 1 ) EXIT REQUiRED � � � p o ��''ti. ' � � � IN A DE�FERED SUBMITTA�(S)� FOR '� � , SEC 10�� 2 `�� � � � _;��°� i a+ s � i �� �l �� / /i `> , � � . 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P E. X� � d.1 COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS � O O i o - SHEET NUMBER x o, x ^ _ �/ - � `� � � FI RST � EVEL � VERALL LI FE SAFETY PLAN - . z w = 1 !16" = 1 '-�" D. P .A. 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FT. - �; r�c,�,� — — -,, .�-�- , , � , ° -_�) c�i � � C� � L �. � ; , I . , ,� ; � ,�� � ' �� ` KI TCHE `'41 �� ' �,�� - , � .�r � � �,� � �"z���.�I�'� f OLF = 7 N SF OCC � � � ';�o,a�&rEdq \ � �, ,`(� � � 0 i 4�, , I � � ' �'��. ` "�` I I �J ��� � �„ I � If, % � S42O WARD oAn SUITE 200 - _ , � � i ;, ; ` � � I � � , 620 S� �'T_ � ' � 58 � _ '. � � � . ; . � . �"�' ; , �,� _ n . ,�- �. , . � , Lt� f R - _ i H� , - % - - - '- - �- � — , , ` � - ����J�- A 2 - _ - � L = 126_-QCC. - � ` - LL - � - : �' ' '' A RVADA, C� 8���2•1838 � _ � , ,,� , , � , --��--�-�oo�s��ce � ; �, , , � � ; �i � _ ' � � �.:� � � ,� , � � ��c�art 3 � , � %' � ' � � _ - / � � i 1 QL �,O�C`__ � � i 1 , 745 SQ. FT. � �� _ �, , �: i �2) EXdT RE�UIRE� ; \ ; �, �' , � JI 1 , 358 SQ. � � I I i � i � PHONE 3034227400 � � j � ; ' I { I I I � I � { 1 ) EXIIT RCGiUIRE� � ' ' �, � OL�-- 15 NSF fOC� � ` - - �,, ,,` � \:' J 36 ° D40RS ;�\ �: ,� � 18Qs ,' ,� r�--. r ' t ' � _ l ' Ip l e��� ( ( I � � i ' � I � � I � I � � . 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' '.vL � � � — — — — � • — I _ lJ_j_ � (1 ( �,� * �� �/ � _ � � I I_ � „ ,�J_�--1 ROGRESS SET 02FE807 1 � — — � ' , —1 �— �\�—i- , toux ; L — 3� �\ .' � �� ° � '- ^ I i= r' I % � L1I- I �� '��i \ � ' '� � II I �` � _ -�' - DESIGN DEVELOPMENT 20JUN07 2 ' i � _ J _ �- K � K } � i , , '� , � � � � i '� i '� E � R�� ' _ � 59 ' � i" � ;�� � � � , 1 � ��- � ' � � � - � • ; � { i' -" � `"• GRADING 8� EXCAVATION PERMIT 01 JUL07 3 _ - ! � i � - ��� �' ' �1{ E3 i � GROUP M I zos ' � ' � ; •, • ' �3�" DOORS , ' '` � i , ° �F�, � f �— - �� -=--� ,, � � � � ° � � I �- CD / PERMIT 26SEP07 4 '� �. • + �' 'rl / / \� � / l� �' .i �<' ;' i� :;f' ' ` D y� i � � ;+ � �ti 1 , 533 SQ. � ; � � ,, ,�� � , , � , ,; I i � � � � � � I TOV RESPONSE 17DEC07 5 � �L � ___� �1 � I : ' �.=�R�=_ _ OLF = 60 G�F OCC. �u� ; ' ��. ' , ' � ' � � ��� �`: � � ' _ ' �._ '` � � � � ' f� ' , ` }� � � �� ° ' � '�' � � TOV FOUNDATION SET 05FEB08 6 � - • - - - --�- - .... . . f i t' I , I i � ��. = 2� � .�i� � � ` � ' r I ' • u r • / � � � � \/ .{ t II �� I e I _- � t i � I ' � '' E T PAS�SAGEV11AY � 1 EXIT RE(�UIRED � �� � � $g � �� \ 3- HR FRR FL00 4 �' � ' �, � GROUP M . ''� � , - -r - � '� I / � ' � I • � ' � � ) 1 . �;34 S _ �T_ �. i � �� __ - - . - � � � � G UP M I � � �, 9� A � I _ � w � —����— - " - - -- -- -- -- - - _ - � � � - -- - _- - _ - - . � - � � I � __ � _ . _ . �� 1 637 SQ_ �T. _ � _ -- _ � �,-- �- � � - - _' —�'._ _' - - � D09R--�I 0 0� �QC� � , ' � , "' " gnRrs�Tmc- , � -f ' _ , 8-23Q.-F�— _--- u z � i BE ( _ J� _ _ _� , `� `' tiM� ' M ) ' 1 ;!" - - STR 7 ; ��" �` ��'"` � OL = 2� OCC_ ' � " ' -'� "�°�,. ' ' 1gg OLF 60 �GSF OCC. • Q ` _ o �/ �- c¢n � � �u` - � � s ' � � ' ° � • ;��, ; � �, � � OL = 28 G"� = 60 GSF/ CC. �� .,,�. ` ' � � _ T D OL 3 PASSASEWAY . � _-- 1 � ..�, � '�� � j � - - - I � 1 ) EXIT� REQUi ED ' •, � � }! � �" �' ' �, ' ' �/� � � /�' 1 p L = 27 OCC. � � L , � � 1�5� � , , _ �► ( - � - - - R�/ \ �` (�� � y, rj � � � - - n -�1'-1—���#V�F[ A ' _ � h � r (� , . , , N J - � .� � � � , � � �i � � --�—�---- — --- � 36 DOOR � (1 ) EXi�, REQllIRE —�, 7#� �, , � 1 �,_� �-'—� J �y �� � 1 Jl Di �..� i R� - — � l I t� I� � 36" DOOR j � � � �� i � , I ,F:;��, ,;' � � ;:: J � ,{� � J � ' — � " I ' / � � '•// �` �� °� , __ 1 I � � � � � 23 � i� � ' ` 2$ RETR2 � � \ i '� � �S i � ': � � �v , I ( r= - "��r�,... �. � <` � l � , � � � —� 3 �-1 � � �9 — ' — — — � � i — ? � � �—�� W i . i - � - -- � GROUP M - - - i �� ; - - - - —�-� �\ - - OUF�M � � �'� � � � /:; --�P o . -� GROUP R- 2 I � � � � ,>- - ,� � � , � � 2, 133 SQ. FT.I \ �, � �� � � 2,091 �S . � � 9 � � . � :-�,�� � , r � w � 26 / I 1 � . � � I 2� ,, , Q FT. � ��, y , , , ,, , W � N � / OLF - 6O GS M OCC. �/ ,, ' � � ° ' �� < h`- f � �,:° ' O�F- 35�OCC. OCC• ' , y , \� � `�• � o ' ,,�` � > 1864 SQ. 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I -- � [� srar� I ;/ � � \ _, �'� ��� 2 69 � SC� FT- I ` Y; / � \ � � ,__c — f� �4 � , .� , , � � � \` ,� � �; '�i �� UJ!!1 � 56 � r � , , � ,�, A ��.� f �� �- ��� .- ' ' �� � �' � � � � � 35 , � ? �°'" -'� � ' � I � � `�� � \ ( \ ., ��`'�4 �` i: OLF� 60 GSF/OCC. � ; y// , � � ' u 'E � � OL 45 OCC. -� , � � ; , � �r,, �,�� ; " ;� , ' \ �,� , � ,,�`�;.',-��„��'., � �`� . ( 1 ) EXIT REQUIRED �,� \ � � � � T � � � � � � � � ' u�en. I � ,�,r � S. .,E;, ' � I \ � � . �. w � . „ . >; - � Ir � I � ,.�� ) . , , `�` � , r / \ \� �"��=,,,� , . 36 b00R ,�S ;� R�� I I � � ,,� , � �, ` ��. �'` � ' �.�f� ,� Y� �� \ I -t— p -„' i`� o� / � i A A ,:•°` G1,,%� �— 4t�,;,% .h ��/ � - , / � �T,�-�T ) \ \ � ,�-t�.N� I ` 'G " \\` � Y � I �,� , - c�ROU � M .�.. � � �` "�' � ,� �. ' j � � \ ��-, � �\ I � \� �`��,, � ±� , � s'#'%��� ' �� � ' � I_ � � �11�� JV(. � �!�2 `� / i � " \ � f+'n"�\ � � �/ / j i N � �— — I, _- — — — — J LF = 60 �GSF�OC j �,C���sy'� ,' �'" � � ` � € , ,���j� �129 � �� � i ;� > I C�L = 28 CC. I ' �,�;� a' j � \ ' �sr''` ,� ;�r � �,��,f,;�, i' -i � (� ` I � � � (1 ) T R�QUI ED '� % / \�\''., ,> '�� _ � X � �i , � �1 � � � 6° D OR 28 �� / � �,. �. r".�� ��, ,; ��� �, — � � — .. , � � , , �a / � I - I I I f ` -�`��=�� . ��, - ;� -� ! I ---� � � ' i _ I - _ ) rr.1�� , � _r1 _ _ _.l J�� � � �� I� . 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DISTANCE (FSD) OPENWGS I (2) E�XIT REQUI�2ED I � � I I � � I I I I � � � r�^ r 6 OOR � - W — �/ , � � 5'- 1 " TO 10' 25� ' l/ � r Q � � °0 10'- 1 " TO 15' 45� � � 15;-1 � TO 20" 75% `l ` I , �, / / � I � � � � — — — —� —�-� � l— _� — � — �— -�- �`-�-- - — —�— � — — — — � � —1— — �- - � L— - -� — � — — �— — — — — � � _�__ � � _ � Y� � c� � 20 1 OR MORE l 00% �- � N °° I - I , : � , U � �` _ . �� = ' � \ / X � n � � � ' \\ f_ ��� �� f I � � � � _ _ _ _ _ —� � � I � I � � � � o � - _ I �. � _ _ � ,� _ CI — — — — i I —{`'-�•�—�j � ¢ � I � KEYPLAN I � N - > lWi J J X J X Q z � - R �Vi ��"�ED �Y � � QJ a�---____ � w � � � � F�� i � 200� z Qo Z ? ° SYMBOLS FIRE RATING KEY SAFEbuilt ColoradQ J ° � - NOTE' Q KNOX {KEY) BOX MOUNTED 5 FEET AFF � N � J Qi - REFER TO 01 /25/08 SAFEBUII.T INC. COMMENTS DOORS: . � • � • � N HOUR RA D WALL / FACP FIRE ALAR�I CONTROL PANEL WITN FULL i � A L L D O O R S H A V E A 3 6p N O M I N A L/3 2" C L E A R W 1 D T H RESEf CAPABILITIES T W O H O U R R A T E D W A L L � � ■ s � (213 OCC. CAPACITY) - J � UNLESS OTHERWISE NOTED. ANN FIRE AIARM ANNUNCIATOR WITH FULL � � ° � ° THREE HOUR RATED WALL SECOND LEVEL �VERALL � j � STAIRS. n n � RESEf CAPABILITIES LI FE SAFETY PLAN i � ALL STAIRS HAVE A 56 WIDTH /48 BETWEEN HANDRAILS. OA 20 MINUTE RATED DOOR J � � AREA OF REFUGE NOT REQUIRED (EXC. 3/SEC. 1007.3) � FLUSH -MOUNTED STAND PIPE FDC; � � _- (280 OCC_ CAPACITY) gp (2) 2- 1 /2° OUTLEfS OB 45 MINUTE RATED DOOR X �/, UNLESS OTHERWISE NOTED. x o _ Jj �� (2)S� ��nNO�EPS INKLER SYSTEM FOC; > C 60 MINUTE RATED DOOR PLOTTED 2 ! e5 /e 8e J � OD 90 MINUTE RATED DOOR CHKD BY Dav L ik r, P.E. � X � n m COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHffECTS � o TEST H4��R1 /2 OUTLET FlRE PUMP TEST O 3 HOUR DOOR �, � . � o x � S . x � �' SEG � NQ LEVEL OVERALL LIFE SAFETY PLAN - . � � 1 n _ , ,, � _ - 3 �� � - � "� _ � D . P.A. PROJ ECT # Q6232 . 0� J NQ � '� � a - - � � � - ,- �- xo - - _ ` . � ' i �� l-�. - i^� ` /r� _ • _ ' " - . . � . '\ ��-�'�� ` � � \ ' . �/—�\ ' ���� � � / \ ���� . � � ' ' _ - . 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AO 20 MINUTE RATED DOOR SAF ETY S E CT I � N S U� � - �� OB 45 MINUTE RATED DOOR � � `� � �C 60 MINUTE RATED DOOR � c 0 0 - c � �� PL TTED O 90 MINUTE RATED DOOR 0 o CHK'D BY Da�e Leiker, P E. �� E O 3 HOUR DOOR � COPYRIGHT 2008 BY DAVIS PpRTNERSHIP P C , 14RCHITECTS O � _ O � � o SHEET NUMBER � o, . t � �- X� - Li. � I � J ' ' � � x �� � _ � �� = D. P.A. PROJECT # 06232. 00 � �, o �- � > � �- a � . xo � t � - � . � _ ` _ _ - - ' - � � ' _ _ � � - ., . � � - . � - - - � � � - � � - - . - ' • - s Archit ts � � - - - - . - � i'� /� i'� �. �\ /-�� /\ --� �-�. /'� /�\ i1 r-� �-� � � f��a� � �-• � - - t' ��;� c2 ) �� i � a � �� 7 � �� (� �� � s � �� , > > (� ?� �i� t� a� (�; �� �� �i��} i� �� (19J {�o� (� �2?) ��, �� r� `;� , ��; rz� � �� � -4 .% `.E.,i�,.. 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LIFE SAFE� P �/`1N AREA OF REFUGE NOT REQUIRED (EXC. 3/SEC. 1007.3) OC 60 MINUTE RATED DOOR �! ` (280 OCC_ CAPACITY) X o UNLESS OTHERWISE NOTED. � o _ OD 90 MINUTE RATED DOOR J� PLOTTED 2 / 05 / 08 x o OE 3 HOUR DOOR CHK'D BY Da�e Leiker, P.E. x / � � O m COPYRIGHT 20�8 BY DAVIS PEVi'TNERSHIP P C , ARCHRECTS �, O I � - X rn SHEET NUMBER Q� �� o � _ SIXTH LEVEL � VERALL LIFE SAfETY PLAI� , Z '� J - � 1 /16" = 1 '-0" �� _ � D. P A. PROJECT # �6232 . 00 WU� > � a X � � _ - , _ - _ - , , - - - _ . - - - • - - - . - . _ - / � _ Y J * ' - ` " - - - ' � ' _ - - - . , _ . � � - � _ � � � _ � . _ ' . - s Archit ts � , � _ _ � - � --� � .- -- ,--- � � UNI T 709 �' . '� - �7 (� ��) r�',� i�? � <<--' (�i) � ' � r � - --- -- - --• �-1 � '^� �'�� �(,� ' �1> ' � � (, ) . i, �� "�� (t � y , �� ; „-�, -� 'r �� �, >> r � t � ) C` 7) �,�� ���'� � � � ) , '��: _� ���� � � _�-) . � , ,c�� � � - - � �� �, �� c�� ,�,� _ � (� , � t, � (l� , ( � y ,{�1, ; + \ �) , , , a � `Y` � I _ GROUP R-2- u 1T 708 3,01 S SF' I ` I � OLF = 20D GSFJOC� � � GROUP R-2 �"� �� ��, - I I I I I I i I (�1Vj1" 71 � i - � I � OL = � 5 oC� i �N� �� � 3,Qi13 SF f I I I I U1VlT'1706 I �� ,�^ I I �X� I 1 _ (2) EXI�2��UfRED OLF = 200 GSF/OCC_ _ � _ _ GBQUP_� — " , ' � - ( _] �4 � GROUP � _��� \ - ,, ,`� - F_� � -w �,:� - — , ' um�r�oe 2 083 S � � ��� ��, 2301 BLAKE ST., STE. #100 _ - � _ �� �Y-� �ev.m� � 2,3� � ��) IXffS REQUI , EQ 10,'„�� ' � ;' � �� � �t' A DENVER, COLORADO 80205 _ _ -�A7-- -='=��--�_ -QC��2tT0- O�C. - - - � i1 ` r DOORS I - —�- �.� 0-= 2po�S�/�OC _ �;;,� � .. , �� - , , ti� I � - - � OL = 12 jOCC_ _ . 1 ' r - - � O""' - - � ' -�, - � �, � � ,i'i� i /, [`� \\�: .�'� '� I I I 303 861 . 8555 F 303 861 .3027 � � � � � � � � _ � �� 2 EXITS REQUIRED � llNl T 714 I I I I � ., , , - �� � „ , � � - I UIV�I T ��7 1 - � -,- - (2) IXITS� REQUIRED \ - �v , /i � � � ,; �. ��,,, 0225 MAIN STREET . UNIT C101 ``� � U I V r I T i 6 0 7 EDWARDS, COLORADO 81632 � � rs.s � ��ewa i � �� � i a �� � X.-� � ( � / " < \ � � � 6 � GROUP R-2 , ° � � GROI�P R-� I . � ' �����s ( ,r��''� � ,i ' /, '.` `•, 4 � . ', , - i «� - { . � - — � � � i � - _ , ;_�"'i ,,� 970. 926 8960 F . 970 926.8961 v - � , � , , a � � r � � - _ _ =s 1 ,257 SF � - - - - - � - � � � + - -- -- -- 1 ,25 SF ���'`��---_�' - � \ � ' x _ � / �, � � a s. ,`` ' >`, /'�\ \ �Z\ s .camn. ^ ,� - � 1i�i . z I ., .....';'.� � � � f- � `. . . s 1 t 2 , �s. 1 � � I ;%-'_� � � ;�c � % �, '.,, > . 4, [ � �!5 k noro o � i ?� ' � � '��_� % �, / %� ic �'�c' � , � �� S ~ al�����/ ' / � � \\ ' UP�PER � � ,�� � ' j, � „_,. � l ., OLF - 200 �SF�OCC_ � � � I ra < < � � ( � !� - _ OLF r 20 GSF/OCC- %f �T����� � i •� - \�� �/ % ' � . =�, , �' �',�'''',.;'` .�., `, u _ � f , iii� � ' i � / tun , . 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Mat Elevations and Reinforcing Area #4 S1 . 02 Coordinate Plan S2 . 06 Garage Level Plan B . O . Mat Elevations and Reinforcing Area # 5 S1 . 03 Loan Plans S2 . 06A Garage Level Plan T . O . Mat Elevations and Reinforcing Area # 5 S1 . 04 Schedules S4 . 00 Mat Foundation Details , S1 . 05 Schedules S4 . 01 Mat Foundation Details S2 . 01 Gara e Level Plan B . O . Mat Elevations and g Reinforcing Dewatering � S2 . 01A Garage Level Plan T . O . Mat Elevations and D1 . 0 Permanent Dewatering System Plan Reinforcin D2 . 0 Permanent Dewaterin S stem Plan Construction Details 0225 MAIN STREET 2211 N RTH FRONTAGE RD . SUITE A g g Y O ,- S2 . 02 Gara e Level Plan B . O . Mat Elevations and UNIT C101 VAIL COLORADO 81657 g � Reinforcin Area # 1 Water Proofin - EDWARDS , CO 81632 - � g g s ' S2 . 02A Garage Level Plan T . O . Mat Elevations and WP12 . 01 Below Slab Waterproofing and Notes VOX ( 970 ) 479 -7566 � Re i nfo rci n Area # 1 W P 12 . 02 Fo u n d atio n Wate r roof i n VOX ( 970 ) 926 -8960 FAX 970 479 -6666 g p g ( ) , . S2 . 03 Gara e Level Plan B . O . Mat Elevations and FAX ( 970 ) 926 -8961 � �VI �t�Ea BY � g Reinforcing Area #2 Electrical and Telecom ��� � � ���� S2 . 03A Garage Level Plan T . O . Mat Elevations and E2 . 01 P Garage Level Power Plan � � SAFEbullt Colorado Reinforcing Area #2 T2 . 01 Telecommunications Garage Level Plan - Overall � ' , � =" ' , � % ` � . . . , � SNEET INDEX SNEET INDEX NUMBER SHEET NAME NUMBER SHEET NAME 50.01 SNEET INDEX 52. 44 LEVEL 8 ENLARGED PLAN - AREA # 3 . � = 51 .00 GENERAL NOTES AND SCNEDULES S2 45 LEVEL 8 ENLARGED PLAN - AREA # 4 � � � AI^CI 1 � l 1.� � S100A SCNEDULES S246 LEVEL 9 PLAN 51.01 SCNEDULES 52 47 LEVEL G ENLARGED PLAN - AREA # 3 St .02 GOORDINATE PLAN S2 48 ROOF PLAN S1 .03 LOAD PLANS S2 4G ROOF ENLARGED PLAN - AREA # 1 2301 BLAKE ST , STE #100 DENVER , COLORADO 80205 51 .04 SCHEDULES S2 50 ROOF ENLARGED PLAN - AREA # 2 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 51 .05 SCHEDULES S2 51 ROOF ENLARGED PLAN - AREA # 3 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 Sl 06 LEVEL 1 SLAB COORDINATE PLAN 52 52 ROOF ENLARGED PLAN - AREA *� 4 Sl 07 LEVEL 2 SLAB COORDINATE PLAN S3 00 GORE WALL ELEVATIONS 5108 LEVEL 3 SLAB GOORDINATE PLAN S301 CORE V'JALL ELEVATIONS I S2.01 GARAGE LEVEL PLAN B.O. MAT ELEVATIONS AND REINFORCING 53 02 GORE WALL ELEVATIONS 52.o1A GARAGE LEVEL T.O. MAT ELEVATIONS AND REINFORCING 5303 Go2E WALL ELEVATIONS 52.02 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA # 1 S304 CORE WALL ELEVATIONS 52.02A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA # 1 53 05 CORE WALL ELEVATIONS �, S2.03 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA #2 53.06 PRECAST LOAD DATA , 52.03A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA #2 S3 07 FULL STORY TRUSS ELEVATIONS S t r u c t u r a I S2.04 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA # 3 S3 08 FULL STORY TRUSS DETAILS C o n s u I t a n t s 52.04A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA # 3 54 ,00 MAT FOUNDATION DETAILS I n c o r p o r a t e d ' 3400 E Bayaud Avenue #300 S2.05 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA # 4 54 .01 MAT FOUNDATION DETAILS Denver, Colorado 8�209 ( 303) 399 - 5154, FAX ( 303) 333 - 9501 Finail InfnCoxri - dPnvPr � nm - 52.05A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA # 4 5500 PRECAST DETAILS SCI Job Number 04- 187 �e 52.06 GARAGE LEVEL ENLARGED PLAN B.O. MAT ELEVATIONS AND REINFORCING - AREA # 5 S5 01 PRECAST DETAILS ISSUE/REVISION DATE NO . 52.06A GARAGE LEVEL ENLARGED PLAN T.O. MAT ELEVATIONS AND REINFORCING - AREA #5 5502 PRECAST DETAILS CD PERMITSET 010CT07 STRUCTURAL CDS 01 NOV07 ~ S2 07 LEVEL 1 PLAN 56 00 FRAMING DETAILS TOV RESPONSE 12DEC07 Q � S207A LEVEL 1 SLAB PLAN S601 FRAMING DETAILS TOV FOUNDATION SET 05FE608 Q 5208 LEVEL 1 ENLARGED PLAN - AREA #1 5602 FRAMING DETAILS 5208A LEVEL 1 ENLARGED SLAB PLAN - AREA # 1 5603 FRAMING DETAILS S209 LEVEL 1 ENLARGED PLAN - AREA #2 S604 FRAMING DETAILS S2,09A LEVEL 1 ENLARGED SLAB PLAN - AREA #2 5605 FRAMING DETAILS 5210 LEVEL 1 ENLARGED PLAN - AREA # 3 S606 FRAMING DETAILS S2,lOA LEVEL 1 ENLARGED SLAB PLAN - AREA # 3 5607 FRAMING DETAILS 5211 LEVEL 1 ENLARGED PLAN - AREA # 4 Sb 08 FRAMING DETAILS S2,11A LEVEL 1 ENLARGED SLAB PLAN - AREA # 4 56,09 FRAMING DETAILS o���AD� •R����'� S212 LEVEL 1 ENLARGED PLAN - AREA #5 S610 FRAMING DETAILS V ;'�N ROy�, � : pS -S?�,,� �� �. i � %� • a S212A LEVEL 1 ENLARGED SLAB PLAN - AREA #5 S611 FRAMING DETAILS � ; �' : � s, • . ._ o ° 5213 LEVEL 2 PLAN 5612 FRAMING DETAILS �c�` /0�� � � � � . s\�����: S213A LEVEL 2 SLAB PLAN S613 FRAMING DETAILS N� L EN� Z��� f� S214 LEVEL 2 ENLARGED PLAN - AREA �1 S8 00 COLD-FORM AND STONE SUPPORT MISC METALS DETAILS 5214A LEVEL 2 ENLARGED SLAB PLAN - AREA # 1 S215 LEVEL 2 ENLARGED PLAN - AREA #2 S215A LEVEL 2 ENLARGED SLAB PLAN - AREA #2 5216 LEVEL 2 ENLARGED PLAN - AREA # 3 S216A LEVEL 2 ENLARGED SLAB PLAN - AREA # 3 x 4 S217 LEVEL 2 ENLARGED PLAN - AREA # 4 5217A LEVEL 2 ENLARGED SLAB PLAN - AREA �* 4 ' ` - U ' S2.18 LEVEL 2 ENLARGED PLAN - AREA # 5 � � 5218A LEVEL 2 ENLARGED SLAB PLAN - AREA # 5 � � � 1..1.. S2.19 LEVEL 3 PLAN > � � 5219A LEVEL 3 SLAB PLAN I�L� �1•/ z � � �S2 20 LEVEL 3 ENLARGED PLAN - AREA # 1 � � S2 20A LEVEL 3 ENLARGED SLAB PLAN - AREA #1 � � O O S2 21 LEVEL 3 ENLARGED PLAN - AREA # 2 � O � � � � � 5221A LEVEL 3 ENLARGED SLAB PLAN - AREA #2 � Q � n/ L.L� SZ 22 LEVEL 3 ENLARGED PLAN - AREA # 3 � � O W � � I..L S2.22A LEVEL 3 ENLARGED SLAB PLAN - AREA # 3 O O O S223 LEVEL 3 ENLARGED PLAN - AREA # 4 (�n U � � v ' 5223A LEVEL 3 ENLARGED SLAB PLAN - AREA # 4 � � �"� W J � S224 LEVEL 3 ENLARGED PLAN - AREA # 5 � � f1/ S2.24A LEVEL 3 ENLARGED SLAB PLAN - AREA *�5 � � �"L r � S2 25 LEVEL 4 PLAN J 52,26 LEVEL 4 ENLARGED PLAN - AREA # 1 O� /� VJ S2 27 LEVEL 4 ENLARGED PLAN - AREA #2 5228 LEVEL 4 ENLARGED PLAN - AREA # 3 11 � V � �� � � � ! 5229 LEVEL 4 ENLARGED PLAN - AREA # 4 � �� i ,?� ����`� S2 30 LEVEL 5 PLAN ` 5231 LEVEL 5 ENLARGED PLAN - AREA #2 SAFEbuilt Colorado S2 32 LEVEL 5 ENLARGED PLAN - AREA # 3 S233 LEVEL 5 ENLARGED PLAN - AREA # 4 S2 34 LEVEL 6 PLAN 52 35 LEVEL 6 ENLARGED PLAN - AREA # 2 S H E ET I N D EX S2 36 LEVEL 6 ENLARGED PLAN - AREA # 3 � 52 37 LEVEL 6 ENLARGED PLAN - AREA � 4 ' � S2 38 LEVEL 7 PLAN PLOTTED MAR . S2 39 LEVEL 7 ENLARGED PLAN - AREA #2 CHK'D BY JRB SZ 4O LEVEL 7 ENLARGED PLAN - AREA � 3 COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS . S2.41 LEVEL 7 ENLARGED PLAN - AREA # 4 SHEETNUMBER S2 42 LEVEL 8 PLAN S243 LEVEL 8 ENLARGED PLAN - AREA # 2 ■ D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 ; ,r � GENERA � NOTES STEEL � ONNECTION MATRIX � CONDITION APPLIGABLE GONNEGTION SCI-IEDULE OR DETAIL , 1 Design Standards 8 Steei EXTEND SNEAR TAB OR SNEAR TAB OR DOUBLE ANGLE OR � END � A International Building Code 2003 Edition A All structural steel shall conform to ASTM A36 except wide flange shapes which shall conform to ASTM A992 ( Grade 50 ) , pipe L SCHEDULE S- 1 L. SCHEDU�E S- 2 SCNEDULE S- 3 SCHEDULE S- 4 B ASCE 7-02 Minimum Design Loads for Buildings and Other Structures sections which shall conform to ASTM A53 ( Grade B ) , and HSS sections which shall conform to ASTM A500 ( Grade B ) 1 ROOF FRAMING • C ACI 318-02 Building Code Requirements for Structural Concrete B Structural steel shall be detaiied fabricated and erected in accordance with the AISC " Manual of Steel Construction " W8� MC8 X D AISC Manual of Steel Construction LRFD 3rd Edition ( 1999 Specifications ) C Provide connections as detailed Alternate connection details of equal capacity may be considered , provided they are W12 x 22. MC12 � . , /� r„C � , } } S E North American Specification for the Design of Cold-Formed Steel Structural Members 2001 Edition , Including 2004 Supplement submitted along with calculations Alternate connection detail drawings and calculations which are submitted must 2 TYPICAL FLOOR FRAMING H �� �� � F AF&PA National Design Specification for Wood Construction 2001 be stamped and signed by a Colorado Registered Professional Engineer W18 x 35 X 2 Gravity Loads Used in Design � D AIl welders shall have evidence of passing the AWS standard qualification tests , and have a current certification 3 ROOF FRAMING � TYP. A Roof Live Load ( non- reducible ) ( Inludes Drift Effect ) 200 psf for framing , 100 psf for column and foundation design E Minimum weid size shall not be less than 3/16 " continuous fillet weld , unless noted otherwise on the plans FLOOR FRAMING (LEVELS 5 - 9) B Roof Live Load for Column Design ( non - reducible ) 0 psf � F Connections made with high strength steel bolts shall conform in all respects to the AISC " Specifications for Structural FOR MEMBERS OTI-IER THAN X I C Superimposed Roof Dead Load 20 psf Joints " THOSE SHOWN IN USES 1 $ 2 D Roof Mechanical Floor Superimposed Dead Load 20 psf 1 AIl high strength steel bolts shall conform to ASTM A325 and shall be installed to a " snug tight " condition , unless 4 MEMBERS ON ALL E Floor Live Load See Load Diagrams S1 03 noted otherwise LEVELS SPECIFICALLY X X 2301 BLAKEST , STE #100 F Floor Superimposed Dead Load See Load Diagrams S1 03 2 All high strength steel bolts indicated as " tension control " bolts shall conform to ASTM F1852 DESIGNATED (5- 3 OR 5- 4 ) DENVER , COLORAD080205 G Partition Live Load 20 psf Note that " tension control " bolts shall be used only at specific locations indicated on the drawings 303 861 8555 F 303 861 3027 H Lobby , Corridors , Stairs Live Load 100 sf G Anchor rods are to be strai ht , ASTM F1554 36 ksi , unless noted otherwise 5 MEMBERS GONNECTING SEE PLAN SPECIFIC DETAILS P 9 TO PRECAST 0225 MAIN STREET UNIT C101 3 Snow Load Design Criteria H Install all required bridging and related miscellaneous steel prior to installing deck EDWARDS , C 0 LO RADO 81632 1 Ground Snow Load = 80 pst I St ee I Deck 6 HIGH REACTION SEE PLAN SPECIFIC DETAILS 970 926 8960 F 970 926 8961 2 Roof Snow Load = 200 psf Includes Drifting Effect for Local Roof framing Members , 80 psf for Columns Supporting Framing 1 AIl steel deck shall be erected in accordance with the specifications of the Steel Deck Institute SPECIAL CASES 3 Snow Exposure Factor , Ce = 1 00 2 Steel deck capacities are based upon published data by Vulcraft Steel deck by other manufacturers may be NOTES 4 Thermal Factor , Ct = 1 00 Q supplied in lieu of that shown provided section properties are equal to or greater than those of deck specified , 1 RE StOOA FOR CONNECTION SCNEDULES 5 Snow Importance Factor , I = 1 00 for 200 psf , ( 1 1 for 100 psf code minimum loads ) and if approved by the Engineer ` 4 Wind Load Design Criteria Q 3 Deck gages shown on the drawings are to be considered minimum The deck supplier shall provide the A Basic Wind Speed ( 3-second gust ) = 90 mph required deck gage based upon the loadings shown above and the actual number of spans resulting from the ELECT � ONIC � I1.� � AND DOCUMENT CONT � OL PI� OCEDURES B Exposure Category B final layout configuration C Building Category III 4 Contractor shall provide all additional framing as required for openings through deck larger than 6 " D Building Enclosure Classification Enclosed 5 Steel deck shall be fastened to supports as indicated on plans E Topographic Factor , Kzt = 1 00 6 AIl structural framing necessary to support deck edges not shown shall be L 3 x 3 x 1 /4 '� F Analysis Method Used for NiWFRS design 2-Analytical 7 Deck supplier shall provide metal closures as required to form siab edges , unless noted otherwise G Analysis method used for components and cladding design 2-Analytical J Fireproofing considerations ( Re Architectural plans for building classification ) H Wind Importance factor , I = 1 15 1 All columns , beams or bracing connected to columns are to be considered as primary framing members 5 Seismic Load Design Criteria 2 AIl horizontal framing members are to be considered restrained or unrestrained in accordance with ASTM E119 , Table X3 1 An electronic 3-D model of the structural systems has been provided in addition to the structural construction drawings and specifications A Seismic Design Category C 9 AIl dimensions on structural drawings shall be checked against architectural The purpose of providing the model to the general contractor is to assist in the preparation of shop drawings and interdisciplinary B Building Occupancy Categroy III Q 10 Engineer ' s approval must be secured for all substitutions coordination of trades Information provided in the construction drawings and specifications controls for all areas except for geometric C Seismic Use Group II 2 11 Do not place backfill against basement walls until basement and floors up to grade are in place or walis have been adequately control of the roof inembers The 3-D model is to be used to determine plan dimensions and vertical elevations of the roof framing D Soil Site Ciass C shored Ad � ustments of the roof framing members as required by final detailing fit up are to be completed by the steel detailer according to the E Basic Seismic Force Resisting System Concrete Shear Walls 12 Verify all openings through floor , roof and walls with mechanical and electrical contractors framings details provided in the construction drawings Once portions of the model have been detailed , the detailing model is to inform S t r u c t u r a I 'I F Response Modification Factor , R = 4 0 13 During erection of the building , the contractor shall be responsible for temporary bracing to withstand all loads to which the structural engineer of the condition for final resolution prior to the issuance of shop drawings The 3 D steel detailing model is to be ,, G System Overstrength Factor , Omega = 2 5 the structure may be sub � ected , including lateral loads , stockpiles of materials and equipment Such bracing shall be left provided with the steel shop drawings as part of the review process The 3-D model will be issued with the permit documents The steel C o n s u I t a n t s �, H Site Spectral Response Accelerations in place as long as may be required for safety and until all structural framing and diaphragms are in place with detailer is responsible for maintaining and updating the model from that point forward Any discrepencies between the 3-D model and the I n c o r p o r a t e d � 1 Ss = 0 350 connections completed permit documents will be conveyed via the RFI ( Request for Information ) process or drawing addendums 3400 E Bayaud Avenue #300 2 S1 = 0 081 14 Do not reproduce contract documents , copy standard printed information , or use electronic CAD files as the basis for shop drawings Denver, Colorado 80209 � 3 SDs = 0 280 except as noted in the nElectronic File and Document Control Procedures " notes ( 303) 399 - 5154, FAX (303) 333 - 9501 4 SD1 — 0 O�J2 16 £ pcc � al � � opccE � o � � hall bc � � accordancc w � Eh Chaptcr 1 ? of khc D � � Id � n9 Codc for Fh � follow � � g F m � d InfnC�ri — dPnvPrrnm ' I Seismic Importance Factor , I = 1 25 A Structural steel construction , Table 1704 3 SCI Job Nu m ber 04- 187 ' J Seismic Response Coefficient , Cs = 0 041 � B AIl shop and field welding C Structural steel detai Is ISSUE/REVISION DATE NO ' K Design Seismic Base Shear 1791 kips Q D High-strength steel bolted connections TYPICAL BEAM PENETI� ATIONS 6 Foundat ions 2 E Structural concrete construct ion , Table 1704 4 CD PERMITSET 010CT07 A Soil data was taken from recommendations set forth in Report #GS-4314 000- 125 by CTL / Thompson F Soils � dated March 8th , 2007 See geotechnical report for complete soils information G Sprayed fire- resistant materials STRU CTU RAL CDS 01NOV07 B Maximum total load soil bearing pressure capacity used in design is 5000 psf 16 General contractor is responsible for supplying sill angles , machine room beams , and divider beams Suppiy and installation of TOV RES PO NSE 12 D EC07 Q C Maximum total load soil bearing pressure capacity used in design for load combinations including wind or seismic forces additional required supports and brackets not shown on drawings are the responsibility of the elevator supplier � � is 5000 psf 17 Significant permanent equipment sizes , weights , and locations are indicated on the drawings as provided to the engineer during TOV FO U N DATION SET 05FE B08 Q D Equivalent fluid pressure used in design of retaining walls is 50 pcf , see figure 5 in the geotechnical report design Changes in sizes , weights , or locations must be submitted in writing for review by the Structural Engineer Required � GOLUMN � BEAM 2 7 Concrete supports or braces not shown on the drawings are the responsibility of the equipment supplier A AIl concrete shall be made with stone aggregate and shall develop the following 28 day compressive strength 18 All steel or steel connections permanentiy exposed below grade shall be coated with a zinc rich paint or an asphaltic mastic 2'- 3' MIN 2'- 3" MIN 2'- 3" MIN t '-q' MIN Mat Slab , interior slabs on grade 3000 psi 19 Conduit to be buried in elevated slabs shall have an outside diameter not greater than 1 " and shall be spaced no closer than 1 ' -6n q- Exterior slabs-on-grade 4000 psi o c Conduit buried in topping slabs on metal decks may be placed directly on the deck surface as long as the position of � � I � MIN ' Walls and columns 4000 psi reinforcing is not altered Conduits buried in cast - in-place structural slabs must be placed within middle third of slab thickness , Slab on steel deck 3500 psi In addition , 3/4 " minimum clear cover shall be maintained to all exposed surfaces of the slab , , , , Exterior Slab on deck 4000 psi 20 All powder actuated fasteners ( P A F ' s ) indicated in the drawings shall be 0 145 " diameter HILTI X-DNI pins or approved equal , � Precast elements 5000 psi u n o P A F ' s to be installed in accordonce with supplier ' s recommendations and specifications ' Other concrete 3000 psi 21 All expansion anchors indicated in the drawings shall be HILTI KWIK-BOLT-TZ carbon steel expansion anchors with ' ' � � B AIl reinforcing bars shall be ASTM A615 , Grade 60 , unless otherwise noted Welded wire fabric shall conform to standard embedment or approved equal , u n o Anchors are to be installed in accoradance with supplier ' s recorrmendations and � ASTM A185 or ASTM A497 Headed studs shall conform to ASTM A108 with 60 ksi minimum tensile strength and shall be specifications � � � � automatically machine welded , providing complete fusion 22 AIl epoxy anchors indicated in the drawings shall be HILTI HIT-HY- 150 anchor system with standard embedment or approved equal , C Concrete Protection for Reinforcement ( unless otherwise noted ) u n o Anchors are to be installed in accordance with supplier ' s recommendations and specifications � 1 Concrete poured against earth 3 " 23 The fllowing is a list of performance-specified items to be designed by others and as a deferred submittal � • � � � • 2 Concrete poured in forms but exposed to weather or earth � • • � STEEL BEAM a # 5 bars or smaller 1 -1 /2 " Submit to Building offical According to IBC 106 3 4 2 Q � � ' � � RE' PLAN � p,DO RE�� b Bars larger than #5 2 " � � . � � � � . I O�'��' � � ROV ' •slF 3 Columns , girders and beams ( principal reinforcement , ties and stirrups ) 1 - 1 /2 " A Precast structural elements , �'� o5`�N B'���a 4 Slabs and walls not exposed to weather or earth 3/4 " B Precast or steel stairs � � ; 5 Precast tee legs ( for 2 hr fire rating ) 1 - 1 /2 " 24 Explanation of , section designated used � � ; D No spl ices of reinforcement shal I be made and no welding to reinforcing shal I be permitted except as detai led or STEEL BEAM BOL.TS FOR CONNECTION �,o • ;� authorized b the structural en ineer Reinforcin la s lices are to be a minimum of 36 bar diameters unless RE� PLAN TO BEAM FRAMING INTO �.. . e.� �, y 9 9 P P „ „ GIRDER, SIM FOR WELDED ,J' • . . . . • ��' noted otherwise on drawings Wire fabric reinforcement must lap one full mesh plus 2 at side and end laps , but not less than 6 , and 11 ' x � g� PENETRATION SNEAR TAB CONNECTION s%N� � EN�� shall be wired together Make all bars continuous at corners or provide corner bars of equal size and spacing C ENTERED IN DEPTN ��5��� E Detail bars in accordance with the ACI Detailing Manual and ACI Building Code Requirements for Reinforced Concrete OF BEAM TYPICAL F Provide all accessories necessary to support reinforcing at positions shown on the pians STEEL COLUMN G Place 2-#5 bars ( 1 ea face ) with 2 ' -0 " pro � ection around all openings and re-entrant corners in concrete slabs and RE PLA N walls , unless noted otherwise . H Mat Foundation and Slab shall not have � oints in a horizontal plane Any stop in concrete work must be made at center SECTION IDENTIFIGATION X one- third of span with vertical bulkheads and horizontal keyways , unless otherwise shown AII construction � oints shall be as detai led or as approved by the Engineer S- X SNEET LOCATION OF DETAILS � AIl stirrups shall have a minimum of 2-#4 horizontal reinforcing bars provided as spacers when no other horizontal reinforcing is provided J No chloride admixtures shall be added to concrete without Engineer ' s approval K Precast Concrete TYPICAL CO � UMN SPLICE 1 Details of all precast members shall be sumitted to the Engineer for approval with substantiating , calculations No units shall be fabricated prior to approval of shop drawings and calculations by the , Engineer Any design alteration must be approved by the Engineer 2 Precast supplier shall insure that erection and handling of precast members shall be accomplished in such a NOTES , manner as to assure that no sections are over -stressed or chipped 1 . RE MEGNANIGAL FOR PLAN LAYOUT OF BEAM PENETRATIONS, MEGNANIGAL LAYOUT MAY NOT VIOLATE SPACING LIMITATIONS SNOWN 3 The welding of connections for ali precast elements shall be in accordance with AWS D1 4 AIl welders shall ♦ 1 have evidence of passing the AWS Standard Qual i f icat ion Tests 2 ALL PENETRATIONS ARE CENTERED IN DEPTN OF BEAM `� ` 4 St ee I I eve I i ng anchors sha I I be prov i ded i n o I I s I ab edges at 8 ' -0 �� o c max imum Anchors i n ad � acen t s I abs 3 PROVIDE 1 ' RADIUS AT CORNERS OF PENETRATIONS TYPICAL � shall be welded together to eliminate differential camber Q � 5 The Precast Element sizes indicated on plans are nominal sizes that are to be ad � usted as required by the Precast 4 DIAGRAM IS FOR LEVELS 4 TO 9, PENETRATIONS ON LEVELS 1 - 3 WILL BE ADDRESSED WITN LAYOUT SPECIFIC DATA DURING � ' Supplier to provide adequate strength and performance for loading conditions shown in the construction documents SNOP DRAWING PROC ESS .. L Provide 6 x 6 - W1 4 x W1 4 NMlF as minimum reinforcing in mechanical pads > � I..L M Quote price separately for providing an allowance for additionai reinforcing , fabrication and placing of 1000 feet — � W of #5 ( Grade 60 � reinforcing bar Reinforcing shall be added on the shop drawing or placed in the field at the � � � discretion of the Engineer N Concrete wall tolerances shall be as follows � � � Piumbness - story to story - 1 /2 " to +1 /2 " � Plumbness - entire height of wall H/500 STEEL COLUMN � � O RE PLAN O not to exceed 1 -1 /2 " � O Plan Alignment -1 /2 " to + 1 /2 " � Q Wal I thickness -t /4 " to + 1 /2 ° EXTEND F� FOR Q � � Variation in size & location of sieeve & blockouts - 1 /2 ° to + 1 /2 ° LIFT NOLE AT � 0 Allow for additional concrete thickness to compensate for structural member and formwork deflections CONTRACTOR'S � Q � �/ P Slab-on-grade control � oints are to be spaced a maximum of 15 ' -0 " on center and are to coincide with column center OPTION I ines and re-entrant corners COLUMN SPLICE MILLED � W O w FOR FULL BEARING N � -� � - • • - RE COLUMN SCNEDULE O O O T PI � - - • — • - �� FOR LOCATION OF SPLICES �, STEEL LINTEL SCHEDUL � Y CAL SK � ti/ti/ � D � _ _ � - . . - cn � OPENING SIZE LINTEL EACHREN� REMARKS BEAM CONNECTION N _ . e � _ _ � � � I W - � ; 3'- 4 ' OR LESS L3 %z x 3 %2 x %a 6' - BENT Fj'_ 3/8' W/ 2 COLUMNS � ' 2' 3' 1Yi x # ROWS OF �/a 'b A325- r �/ , IN SSL NOLES, FLANGE F'L 5/a x g' W/ �-F > L L OVER 3 - 4 ' L5 x 3 �2 x �a 6' LLV STEEL i SPACING = 3' SNOWN IN 4 - �/8 � A325-TC BOLTS r T N R U 4'- 1 0' B E A M B E A M C O N N E G T I O N T$B (1 6 T O T A L O Nr OVER 4 '-10' � 5 SCNEDULE BOLTGGAGE = 5 %z' TNRU 6'-3' L6 x 3 /z X /e b' LLV � O OVER 6; 3: L7 x 4 x %z 6' LLV � � WEB � 5/8 x 8" ES OF TNRU 8 -7 —__ � WORK POINT CO � RDINATE SCNEDU � E WORK POINT GRID LOCATION NORTN COORDINATE EAST COORDINATE COLUMN y�ORK POINT GRID LOCATION NORTH COORDINATE EAST C0012DINATE GOLUMN y�ORK POINT GRID LOCATION NORTN COORDINATE EAST COORDINATE COLUMN ROTATION ROTATION ROTATION ° � WP 1 POINT OF BEGINNING O' O' - WP 31 - 10148' 167.621 ' - CP 16 - 149271 ' 167. 469' 106.99` WP 2 1 -A 304 .542' O' - WP 32 - 8.605' 157.711 ' - CP. 17 - 141 ,000' 147.010' 11918� • ` WP 3 28 - A 304 .542' 413.000' - WP 33 - 7 362' 147 758' - CP. 18 - 131 .021 130.917' 128,80` � . , A r,.C1,, .� } } s H 1 1 l. l. WP 4 28 188 46G' 413 000' - WP 34 - 6 418' 137 772' - CP 19 - 114 G06' 113115' 140 99 ' WP 5 - 183 611 ' 412 076' - WP 35 - 5 775' 127 770' - CP 20 - 9G 688' 1 Ol 458' 150 61 ` WP 6 N 174 499' 407 319' - WP 36 - O 313' 16 750' - CP 21 - 80 406' 92 604 ' 72 80 WP 7 - 129 667' 371 187' - WP 37 - 122 344 ' - 6167' - CP 22 - 59 G79' 88 250 172 42� WP 8 - 121 536' 364 418' - WP 38 - 171 7q2' - 6167' - - - - - - 2301 BLAKE ST , STE #100 WP q - 114 029' 357 766' - WP 3G - 171 792' -18 500' - - - - - _ DENVER , COLORADO 80205 ' 303 861 8555 F 303 861 3027 WP 10 - 106 726' 350,891 ' - WP 40 - 204 854 ' -24 .667' - - - - - - 0225 MAI N STREET UNIT C101 WP 11 - 99 632' 343 800' - WP 41 1 234 . 333' O' - - - - - - EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 WP 12 - 92,755' 336. 49G' - WP 42 - 166 63G' 400 342' - - - - - - WP 13 - 86 057' 328.933' - WP 43 - 147,517' 384 931 ' - - - - - - WP 14 - 79 671 ' 321 296' - WP 44 - 85 050 326 G50 - - - - - - WP 15 - 73 482' 313 403' - WP 45 - 72 259' 310 GOl - - - - - - WP 16 - 67 530' 305 329' - CP 1 - 85 417' 76 646' 165 36� - - - - - WP 17 - 61 824 ' 297 081 ' - GP 2 - 109 896' 85 625' 14714 ' - - - - - WP 18 - 56 368' 288 665' - CP 3 - 127 521 ' GG 125' 137 92� - - - - - WP iq - 51 167' 280 088' - GP 4 - 146177' llq 73q' 126 38 ` - - - - _ ' WP 20 - 46 227' 271 , 359' - CP 5 - 157J40' 138. 375' 117. 32� - - - - _ i WP 21 - 41 .550' 262 486' - CP. 6 - 157J40' 265.021 ' 62J3� - - - - - � WP 22 - 37.143' 253. 476' - CP 7 - 146177' 283 656' S3,62 " - - - - - I, WP 23 - 33.009' 244 338' - CP. 8 - 127. 4G0' 304 .292' 42.08� - - - - - S t r u c t u r a I � WP 24 - 29151 ' 235 07G' - CP G - 109 896' 317 771 ' 32 86 � - - - - - C o n s u I t a n t s WP 25 - 25 573' 225 70G' - CP 1 O - 88 969' 308115' 2q 39` - - - - - Incorporated -, 3400 E Bayaud Avenue #300 WP 26 - 22 278' 216 235' - CP 11 - qG 688' 301 958' 29 39` - - - - - Denver, Colorado 80209 (303) 399 - 5154, FAX (303) 333- 9501 WP 27 - 19279' 206665' - CP 12 - 114G06' 2G02q2' 3901 ` - - - - - Email InfoOsci — denvercom , ��i �oo Numoer u4— iui ,, WP 28 - 16 550' lq7 014 ' - GP 13 - 131 021 ' 272 490' S1 20� - - - - - ISSUE/REVISION DATE NO . WP 2q - 14 122' 187 282' - GP 14 - 141 01O' 256 3q6' 60 82� - - - - - WP 30 - 11 ,987' 177. 481 ' - CP. 15 - 149 313' 235.938' 73.01 ` - - - - - CD PERMIT SET 01 OCT07 � NOTES STRUCTURAL CDS 01 NOV07 1 � WP 1 IS TNE POINT OF BEGINNING SNOWN ON CIVIL DRAWINGS INDIGATED AS 1 ,310,00612 NORTN, 3,141 ,04067 EAST Q 2 WORK POINTS ARE GRIDLINE LOCATIONS UNLESS NOTED OTNERWISE TOV RESPONSE 12DEC07 � M TOV FOUNDATION SET 05FEB08 Q BASE PLATE DETAI � S TYPICAL BASE PLATE ELEVATION STEEL COLUMN ON PRECAST WALL PILASTER STEEL COLUMN ON PRECAST WALL PANEL 0 3", GAGE = 6' � STEEL COLUMN 3', GAGE = 6' 5/e RE• PLAN ' 4 -1 ' � ANCHOR RODS II ' 1 " � F1554 �YZ �yN COLUMN BASE � RE• TYPICAL BASE GRADE 36 NEADED '` RE• SCNEDULE ELEVATION �p,p0 Rf�jsl BASE F'Ll %2' UNLES�S NOTED 5 � p:o��� ROY B '• , o TYP @ COLUMN BASE F'L STEEL COLUMN • • F . . �b FLANGE RE� SCHEDULE RE� PLAN c, . • . • , . • �•. �" OTNERWISE �_ 2' NON-SNRINK ORIENTATION MAY VARY � � ti„ � I z �..� • � . . : „__��. , GROUT , GROOT-SNRINK , , � , 3 1 : 1 " (MIN ) � � . N �Q � e,•' <c,� NON-S4-IRINK � ?� � • • ••.. ..••' ; • RECTY�P BASE LEVELING � � P ECAST� SUPPLIER PREGBASTBSUPPLIER 'rS ��?��� NONMETALLIC c0 �4NAl E� � GROUT 5000 (MIN ) PSI � TEMPLATE F� EE�LE-VATION NUTS �_ I _� ] � � PRECAST� S PPLIER FOUNDATION � PRECAST WALL � PRECAST WALL PILASTER BY ] � ' PRECASTER � � � PANEL � � I G 1 � �� ��� i NOTES � Y � , � . No � o I 1 A36 THREADED ROD W/ DOUBLE NUTS MAY BE SUBSTITUTED FOR ANCHOR RODS 2 AT THE MAT SLAB, CAST— IN—PLAGE ANCHORS � � � � I I 1 D � � � I I� � f MAY BE SUBSTITUTED W/ EPDXY GROUTED ANCNORS ' 3 USE A36 THREADED ROD WITH OUT NUTS AT �� � � � `� � I � � ~ EPDXY GROUTED ANC4—IORS I , � � COLUMN CENTERED ON GIRDEI2 WEBS PARALLEL COLUMN CENTERED ON GIRDER WEBS PERPENDICULAR COLUMN SKEWED AND/OR PARTIALLY NSS POST TO W BEAM U ` BEAf21NG ON BEAM TO GIRDER JOINT J _I � W � STEEL COLUMN STEEL COLUMN RESSC�NEDULE NESS i i E �PLAOLUMN VARIES � � � ' ^ � 3', GAGE = 6' ' 3' , GAGE = b" — V� � I RE PLAN RE PLAN ENLARGE AS n/ REQUIRED FOR PROVIDE STIFFENER � tL! � 4 - �/8' � A325- TC i 4 - �/8 ' � A325-TC BOLT CONFIGURATION Ii PLATES IN BEAM � I RESPLANPOST � BOLTS BOLTS WEB AS SNOWN � � � BASE I�. BASE F'L I STEEL COLUMN ON DETAIL 4 � � RE• SCI-IEDULE RE� SCNEDULE I I � ., I RE DETAIL 1 RE' DETAIL 1 i RE• PLAN � il � LOGATE TO AVOID � �z x �X� x �Y� I i � �j O O FOR COLUMN FOR COLUMN CONFLICT WIT4-I I 5�6 / TO BASE F'L � TO BASE � � II GRAVITY SNEAR I � WELD WELD � N TAB CONNECTION � O p �.. STIFFENER �L 1 ' r � STIFFENEI2 F� 1 ' r � m � � � ' _ _ _ _ _ _ _ _ � � �y2 4 - '/8' � A325-TG � Q � m � . STIFFENER h'_ /a EACN SIDE � Q � n/ FULL DEPTN . � � FULL DEPTN . � . • Y2 3 • EACN SIDE • EACI-I SIDE • I — I I ' CENTERED ON COLUMN I ' I �•�— • • PROVIDE STIFFENER STEEL BEAM � J • • - O w BOLT CONFIGURATION BOLT CONFIGURATION PLATES IN GIRDER � � %a i • I • I • i RE' PLAN I N C RE• GONNECTION RE• CONNECTION AS SNOWN IN 3' SCNEDULES • SCI-IEDULES • DETAIL 4 O C J L • L • � , � ' AT COLUMN SAND CE STEEL BEAM NOTE• �— O O � I I DOLTC� TYI� ICAL �� ��—^ n� 1 GAP PLATE FOR P�ST IS SIMILAR ( 1 ��/ � � � GIRDER 2 'X° = COLUMN WIDTN + i ' � Cn v �.a_ I 3 SIDES I 3 SIDES I 5/16 5/ 6 i i RE PLAN 3 'Y° = COLUMN WIDTN + b' � � � I � � rn � TRIM ONE SIDE TRIM ONE SIDE � �� � OF BEAM FLANGE OF BEAM FLANGE r �/ � � I..L � � I � I L� � � � � � I I� � � � � � I � � � � I � I � � � Q � I O '� vJ R �� I �� � � BY ��� i � ���� SA � Ebuilt Colorado SCHEDULES , PLOTTED MAR . CHK' D BY JRB COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS . SHEET NUMBER ■ D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 ,/ / f , � � I STEEL CO � UMN SCNEDULE COLUMN MARK O O O O O O O O O O O O O O O O O O O 0 O O 0 � 0 0 O 0 O � O 0 O � O 0 0 � 1 2 3 4 5 6 7 8 q 10 11 12 13 14 15 16 17 18 19 O 21 22 3 4 5 6 27 8 29 O 31 3 33 35 6 3 8 LEVEL I �� � • ' � ArChlt tS ROOF T.O, STEEL VARIES, RE PLAN LEVEL 9 T O STEEL = 195'-7' U N O 2301 BLAKE ST , STE #100 DENVER , COLORADO 80205 303 861 8555 F 303 861 3027 LEVEL 8 0225 MAIN STREET UNIT C101 T O STEEL = 184'- 1 ' U N O � EDWARDS , COLORADO 81632 ,0 970 926 8960 F 970 926 8961 x N LEVEL 7 � T O STEEL = 172'-7' U N O 6 � 6 � � � � x x x x x x N N N N (V (V LEVEL 6 � � 3 � � � T O STEEL = 161 '-1 ' U N O u� .o u� •o .o �o a- �o o- � x x x x x N N N N N LEVEL 5 � � � � 3 T O STEEL = 149'-7" U N O O � N .p X x i N � LEVEL 4 � � T O STEEL = 138'-1 ' U N O � � ,o � � � � � � � N (V � N X N LEVEL 3 � � � � � N � Structural T O STEEL = 126'-7' U N O N � C o n s u I t a n t s ; "' Incorporated � � � �o �o �o �o �o � `O x x x x x � I x x � N �' � � � � � �' 3400 E Bayaud Avenue #300 LOADING DOCK x � 3 � Denver, Colorado 80209 ( 303) 399 - 5154, FAX ( 303) 333 - 9501 T O ST�GL - 11A' - 11 • u n� c � 3 W W Uj W O CmoJ InfvOoc � dcn � cr cvn� c� x x � x �' SCI Job Number 04- 187 � X N N N X ^ LEVEL 2 , ,� � ° � � � � � ISSUE/REVISION DATE NO ' T O STEEL = 113' -7' U N O � � � � x x x CD PERMIT SET 01 OCT07 N N � ' LEVEL t � � � STRUCTURAL CDS 01 NOV07 T.O. STEEL = VARIES � Q RE PLAN � TOV RESPONSE 12DEC07 � x ' FOUNDATION LEVEL � TOV FOUNDATION SET 05FEB08 Q T,O, GONCRETE VARIES COLUMN SPLICE RE NOTE 6 Q2 3 %z' x BASE PLATE S I ZE 4° x 2" x 4 %z ' x 36' x 36" Q Q 36' x 36" 18' x 18' 30' x 30' SEE NOTE 8 COLUMN MARK � � O 0 O � O O 0 O O � O 0 O O O O 0 0 O O O 0 O O O O O O O O O O O O O O 3 O 41 4 43 4 45 46 4 48 4 O 51 5 53 5 55 56 5 8 5 60 61 6 63 64 65 66 67 68 6 O 71 72 3 4 5 6 LEVEL o�pDO RE��s ROOF � . , . . . . , , . , , O ;' � ROYB •, t� T O STEEL VARIES, RE PLAN ; � `. � �';�`� '�'%,-n, d � o . . • . -o : • . , LEVEL G o.� s:���,� •. . . . . .. T O STEEL = 195'-7" U N O f��NAL ENG�C O�l LEVEL 8 T O STEEL = 184'- t ' U N O Q 1 LEVEL 7 T O STEEL = 172'-7' U N O � � � � � � � ,o � N 0- � �O � � �O x x x X X X x x x N N N N N N N N (V LEVEL b � � � � � � � � � T O STEEL = 161 ' -1 ' U N O �o O O � � u� u-► •o � � �n O O O p _ o' r� � �o �o �o �o � �o �o �o N � � N x x X x x x x x x x x x x x X , N N N (V (V N N (V N N N N N N LEVEL 5 � � � � � � � � � � � � � � � ^�� � T O STEEL = 149'-7" U N O � � � � �o � ' ` X X � � � �O N V i N N N N � � � LEVEL 4 � � � � _ � T O STEEL = 138'-1 ' U N O . � N ° � W ^/ X x ^ N � I�t� LEVEL 3 � � � N � ♦u^, W T.O STEEL = 126'-7' U N O X � � Z N � M � LOADING DOCK � w _ _ �o �o � � O T O STEEL 119' 11 ' U N O � Q- � O x x � O � � LEVEL 2 N N � � � � � T O STEEL = 113'- 7' U N O Q Q � � � J w0 w LEVEL 1 � O J � T O STEEL = VARIES � ��• r�Hrv I - U � , FOUNDATION LEVEL � � n T O CONCRETE VARIES � � '�`� I 3x � W J � 24' x 24" r � � � NOTES � � 1 USE TEMPLATE PLATE TO SET ANCNOR RODS IN CONCRETE � Q � 2 RE BASE PLATE DETAILS ON S101 FOR SIZE AND GONFIGURATION OF ALL BASE PLATES, NOT INDICATED IN COLUMN SCNEDULE Q1 J � 3 ANCNOR RODS ARE TYPICALLY 1 " $ 4-IEADED F1554 36 KSI O I 4 RE DETAILS 4 , 5, AND 6 ON Sl Ol FOR COLUMNS ABOVE BEAMS, AT COLUMNS BELOW BEAMS USE SIMILAR GAP F'L'S AS SI-IOWN ' ^ I 5 ADDITIONAL POSTS ARE INDICATED ON PLANS FOR LOCAL SUPPORT OF ROOF STRUCTURE, RE 7/St Ol FOR BASE PLATE DETAIL �» 6 RE' 5100 FOR COLUMN SPLICE DETAIL PROVIDE GOLUMN SPLICES AT LOCATIONS DIRECTED BY STEEL ERECTOR MAINTAIN COLUMN SIZE ABOVE AND BELOW SPLIGES IIEVI � Vi�'' � � I�1Y 7 BASE PLATE SNOWN IN SCNEDULE ARE 'TNICKNESS' x 'LENGTN' x 'WIDTN' Q1 8 AT BASEMENT LEVEL, GRID F/10, PROVIDE 3" x36' x36' BASE PLATE ��� � � � ��� SAFEbuilt Colorado SCHEDULES Y PLOTTED MAR > CHK' D BY JRB COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C ARCHITECTS . SHEET NUMBER ■ D P A PROJECT # 06232 00 SCI PROJECT # 04- 187 � PI� ECAST CONCRETE � PI� ECAST CONCRETE CO � UMN � OADING SCNEDU � E GII� DER � OADING SCNEDU � E LEVEL 1 LEVEL 2 LEVEL 3 GONGENTRIG - LOAD AT GENTER POINT LOADS SIDE A SIDE B SIDE C SIDE D SIDE A SIDE B SIDE C SIDE D SIDE A SIDE B SIDE C SIDE D OF GOLUMN TOP UNIFORM UNIFORM MARK � MARK w DL KL W �� KL p� D.L. R L.L. PZ D.L. Pz L.L. 3 D.L. Pa L.L. NOTES P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. P D.I_. P L.L. P D.L. P L.L. P D.L. P L.L. P D.L. P L.L. Ps D.L. Ps L.L. � (KIP) (KIP) a (KIP) (KIP) b KIP) (KIP) C (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) (KIP) • • � A �CI 1 � l. l. S ` PG-1 (SEE NOTE 5) - - - - - - - - - - PG -1 20 O 24 O 70 O 60 O 83 O 30 O - - - - - - - - - - - - - - - - - - - - PG-2 (SEE NOTE 5) - - - - - - - - - - PC-2 2571 127 8 - - 53 5 32 6 PG-1 PG-1 - - - - - - - - - - - - - - - - - - PG- 3 3 7 1 7 (SEE NOTE 6) - - - - - - - - PG- 3 - - PG-1 PG-1 143 6 81 4 - - - - - - - - - - - - - - - - - - - - PG- 4 3 5 O 5 135 39 3' 72 31 1 O'- 3' - - - - PG- 4 - - - - - - PG-2 PG-2 - - - - - - - - - - - - - - - - - - PG-5 O 2 O 1 11 O 5 O 48' - - - - - - - PG-5 - - PG-2 PG-2 - - - - - - - - - - - - - - - - - - - - - - 2301 BLAKE ST , STE #100 PG-6 2 5 1 O - - - - - - - - - - PG-6 10 O 1 O O - - - - - - - - - - - - - - - - 17 O 14 O - - 189 O 102 O - - DENVER , COLORADO 80205 303 861 8555 F 303 861 3027 PG-7 1 8 07 - - - - - - - - - - PC-7 NOT USED - - - - - - - - - - - - - - - - - - - - - 0225 MAIN STREET UNIT C101 � PG-8 1 7 1 1 1 O 2 6 6 34 ' - - - - - - - PC-8 104 O 72 O - - - - PG - 3 PG - 3 5 O 5 O PG - 17 PG -17 - - PG- 17 PG - 17 10 O 10 O 146 O 63 O 247 O 114 O 57 O 52 O - - EDWARDS , COLORADO 81632 PG-9 3 7 1 7 - - - (SEE NOTE 6) - - - - - PC-G 17 9 17 G - - - - - - 10 O 10 O PG - 17 PG- 17 - - PG- 17 PG - 17 91 O 40 O 51 O 49 O 260 O 125 O 25 O 10 O - - 970 926 8960 F 970 926 8961 G-1 O 2 O 1 1 O 2 6 6 34 ' - - - - - - - G-1 130 G 107 3 - - - - - - 10 O 1 O O PG- 17 PG - 17 - - PG -17 PG - 17 111 O 48 O 25 O 10 O 225 O 100 O 25 O 10 O - - G- 11 - - - - - - - - - - - - PC-11 30 O 1G O - - - - - - 33 O 11 O PG- 17 PG - 17 - - PG -18 PG - 18 10 O 10 O 25 O 10 O 162 O 87 O - - 160 O 100 O Q 1 G - 12 5 8 2 3 1 .0 O 6 12' 2. 3 1 .1 22' - - - - PC-12 245.0 107,0 - - - - - - 14 O 15 O PG - 18 PG- 18 PG- 14 PG - 14 PG- 19 PG-19 - - - - - - - - - - G - 13 - - 174 51 25' 116 68 35' 133 86 49' - C-1 140.0 95 O - - - - - - 14 .0 15,0 PG - iG PG -19 PG- 14 PG - 14 PG-20 PG-20 - - - - - - - - - - G-14 - - 98 121 3' 221 118 35' 134 88 49' - C-1 30,0 24 .4 - - - - - - 33 ,0 11 ,0 PG-20 PG-20 - - PG- 21 PG-21 10.0 iO O - - 162 O 86 O 25 O 1O O 160 O 100.0 Q G- 15 5 7 2 3 7,7 3.1 3' 4 .4 1 .8 18'-6" - - - - C-1 - - - - - - - - 1 O.O 1O O PG-21 PG- 21 - - PG- 21 PG- 21 112.0 47 O 25,0 1O O 225 O 100 O 25.0 10,0 - - G-16 . 3 3 - - - (SEE NOTE 6) - - - - - C-16 17.0 12.0 - - - - - - 1 O.O 10.0 PG- 21 PG- 21 - - PG-21 PG-21 107,0 65 O 25 O 10 O 260 O 125 O 43.0 40,0 - - G -17 3,0 3,0 - - - - - - - - - - PC-17 112.0 73,0 - - - - - - 5.0 5 O PG-21 PG- 21 - - PG-21 PG-21 10.0 10 O 43 O 40 O 285 O 135 O 38,0 14 .0 - - G- 18 2.9 3,0 - - 8'-6" - - - - - - - C-1 132.5 88,2 - - - - - - 5.0 5.0 PG-21 PG- 21 - - PG- 21 PG-21 1 O O 1 O O 38 O 14 .0 277 O 130 O 55,0 27.0 - - G -19 3.0 3.0 - - - - - - - - - - PC-19 - - - - - - PG- 9 PG- 9 - - PG-21 PG- 21 - - PG-21 PG-21 - - 20.0 10.0 - - 100.0 40,0 - - G-2 2.9 3.0 - - 8'-6' - - - - - - - C-2 15.0 10.5 PG- 9 PG-9 - - - - - - PG- 21 PG-21 - - PG-21 PG- 21 - - 200.0 75,0 - - 240,0 90.0 - - PG-21 3 O 3 O - - - - - - - - - - PC-21 - - - - - - PG-b PG- 6 - - - - - - - - - - - - - - - - - - tructural G-22 21 1 O - - - - - - - - - - PC-22 - - PG- 6 PG-b - - - - - - - - - - - - 3 O 3 O 165 O 105 O 23 O 1G O 148 O 8� o - - C o n s u I t a n t s G-23 02 01 126 60 42' - - - - - - - C-23 - - - - - - - - - - - - - - - - 160 120 91 O 560 360 230 1700 , 200 - - I n corp ora t ed G-24 21 O 9 - - - - - - - - - - C-24 - - - - - - - - C WALL C WALL - - C WAL C WALL PG - 12 PG - 12 225 O 162 O 170 O 120 O 5 O 5 O 206 O 115 O - - 3400 E Bayaud Aven ue #300 Denver, Colorado 80209 ( 303) 399 - 5154, FAX ( 303) 333 - 9501 G-25 2 6 11 - - - - - - - - - - PC-25 - - - - - - - - C WALL C WALL - - C WALL C WALL - - 5 O 5 O - - 35 O 26 O - - 482 O 275 O Fmnil InfnCalcri - rianvar rnm " G-26 O 2 O 1 9 O 3 7 41 ' - - - - - - - PC-26 - - - - - - - - - - - - - - PG- 12 PG-12 122 O 55 O 51 O O 290 O - - - - - - SCI Job Number 04- 187 ^ G-27 2 3 2 3 - - - - - - - - - - PC -27 - - - - - - - - - - - - - - PG- 15 PG - 15 - - - - 20 O 15 O 615 O 365 0 - - ISSU E/REVISION DATE NO � G-28 O 2 O 2 4 O 4 O 46' - - - - - - - C-2 - - - - - - - - - - PG-15 PG - 15 - - PG - 15 PG - 15 - - 680 O 395 O 32 O 15 O 31 O O 155 O - - CD PERM IT SET 01 OCT07 G-29 O 2 O 2 3 7 1 8 44 ' - - - - - - - PC -29 - - - - - - - - - - PG - 15 PG - 15 - - PG -15 PG - 15 30 O 10 O 390 O 21 O O 137 O 87 O 138 O 61 O - - ' STRUCTURAL CDS 01 NOV07 G- 3 O 8 O 4 - - - - - - - - - - C- 3 - - - - - - - - - - PG - 15 PG-15 - - PG- 15 PG-15 - - 247 O 108 O - - 362 O 175 O - - PG-31 O 2 O 1 4 O 1 9 16' - - - - - - - PC- 31 - - - - - - - - - - PG - 15 PG-15 - - - - - - 357 O 150 O - - 116 O 41 O - - TOV RESPONSE 12DEC07 Qj ' G- 32 O 6 O 3 - - - - - - - - - - C-3 32 O 32 O - - 41 8 481 PG- 45 PG- 45 - - - - - - - - - - - - - - - - - - TOV FOUNDATION SET 05FEB08 Q 2 G- 3 O 2 O 1 7 5 7 5 49' - - - - - - - C- 3 16 O 21 O PG- 45 PG- 45 55 O 47 O - - - - - - - - - - - - - - - - - - - - G-3 25 25 - - - - - - - - - - G-3 O 2 O 1 13 5 5 5 50'-6' - - - - - - - G-3 O 2 O 1 1 O O 4 O 38' - - - - - - - PG- 37 O 2 O 1 231 1 O O 41 ' - - - - - - - G- 3 45 05 - - - - _ _ _ _ _ _ Ps� � G- 3 3 5 O 5 152 60 38'-7� - - - - - - - PSL L SIDE G G- 4 57 23 83 33 13' - - - - - - - � � a - LEVEL 3 PG- 41 5 7 2 3 - - - - - - - - - - G-4 5 7 2 3 2 7 51 23' - - - - - - - SIDE B a � SIDE D SIDE A-D � � - LEVEL 2 G-4 25 1 O - - - - - - - - - - ° PD � - LEVEL 1 0�pDO RE�js� G-4 20 08 - - - - - - - - - - SIDE A � V�o��NROYB��F.p�o � � . . • . : � . . G-4 - - (SEE No-re 6 - - - - - - - - PLAN � ELEVATION �° • • • . . . . . . . G- 4 0.2 O i - - - - - - - - - 8 � 4,�� e;��,� - - - - - - - - - - - - - NOTES' /ONAL E�G\� 1 ALL LOADS INDICATED ARE UNFACTORED SERVICE LOADS z�� � � G 2 SELF WEIGNT OF PRECAST CONCRETE COLUMNS IS NOT INGLUDED IN TNE LOADS PROVIDED 3 PRECAST CONCRETE SUPPLIER IS RESPONSIBLE FOR DESIGN OF COLUMN AND CORBELS CONSIDERING ECCENTRICITY OF LOAD ON GOLUMNS DUE TO CORBELS AND SKIP LOADING CONDITIONS b 4 , PG- 'X' INDICATES LOAD IS FROM TNE REAGTION OF TI-IE INDICATED PRECAST GIRDEI2 Q Pi P2 Ps �v �� � W DL i � � RE PLAN � NOTES 1 , ALL LOADS SNOWN IN SGNEDULES ARE UNFACTORED SERVICE LOADS, EXCEPT AS DESCRIBED IN NOTE 5 � 2. POINT LOADS Pi , P2 AND Pa ARE COLUMN REACTIONS, TYPICAL FLOOR BEAM LOADING IS INCLUDED IN TNE DISTRIBUTED DEAD LOAD AND LIVE LOAD INDIGATED. 3, SELF-WEIGNT OF PREGAST CONGRETE GIRDERS IS NOT INCLUDED IN TNE LOADS PROVIDED. ' 4 . 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