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HomeMy WebLinkAboutVail Village Filing 2 Lot E & F VVMC (10) �II� '� I�I'l l��l!I' !I� I'�I II'll� lb'l ill l �'l l� ll' . � . _ � � _ � � � s � . DEPARTMENTS RELOCATIONS and ALTERATIONS CONSULTANTS : . , STRUCTURAL: 'ti BIERBACH CONSULTING ENGINEERS � 5707 W. 6th AVENUE DENVER , COLORADO 80214 ( 303) 233- 5838 MECHANICAL & ELECTRICAL: CATOR , RUMA & ASSOCIATES, C0. 1550 DOVER STREET LAKEWOOD , COLORADO 80215 ( 303) 232 - 6200 BUILDING DATA ♦ CONSTRUC110N TYPE I —FR OCCUPANCY I - 1 . 1 TOTAL AREA 135, 000 SF TOTAL HEIGHT 53 FT ' S . M . ADDITION 8c ALTERATION �� _ . l; 1 � 1 U� � � t f� � � d � w � � � � � � ,,J -� � . �; Va il Col orado 81657 �� � Hammel Green and Abrahamson Inc . Architects � Bierb ach C onsultin En ine ers Structural En ine ers oF �o � g g g P�� � � a � _ • c . � r ti F �� ��� fD AR��\ Cator , Ruma 8c Associates , Co . � Mechanical Electrical En ineers g WALL TYPES SYMBOLS LEGEND INDEX OF DRAWINGS lownmvaiiCamm�mtq Deuelopment �� —� ELEVATION MARK WOOD ( ROUGH � N RA P�an en�d ��� k!� fhs UNDERSIDE OF EXIST STRUCT SLA9 B.O. 57RUC1URE PLAN OR DETAIL TITLE H�o �� �A�� �E,/ A0. 1 COVER SHEET �IECHANICAL 4DPrOVeU ❑ *' Q a � � r oe�cnon c�u�,wce � � � 41 . 73 ' EXIST. SPOT ELEVATION WOOD ( FINISHED � �� � ` " ��' `� � `a'��' ' � ' �` � � � /� , • T.O. EA STUD 2,1 SCAL� , ' � ~ ?. .`.�.. �enied • � . ❑ L ...� i7 HE,� � � � ARCHITECTURAL ��t �� , �;�� — ?w�P�; m � DEEP TRACK TOP RUNNER DRAWING SCALE � � � SEE DRAWING REFERENCE 42.37' NEW SPOT ELEVATION PLYWOOD ��: . ! {.� = ��ta ;": Pv4 .� . 2 LA� — i'E�,,�h1 � � '� DESIGNATIONS BELOW R2. 2 :4� ;� iT , iNi� �'�,��i� � I�tT. cL�V�. � � . � �L�h41TT3s� � — �L��d � � . . � � � W/1/LAYER 5/8' TYPE'X' c°�ie�' 41 EXIST. CONTOUR � PLASTER �GWB �STUCCO ;t.�?, � ¢��}- _ � `�j� � ,.� p (� -j', �+��'�jc, � �, .z�,, � �� p�p�a� � Se,c. .i:.�� ci) 19 U . O.C . P�,�, rnou �ooR ro e.o. s,xucnrr� �� . d � �'� ����¢��}� — �j _,�?� � � j;yj'. �� � '�j, . A�I � . � q�1�L� �� C()�t ;�� � i ;; 4 ihe issuancs er eih of a permit a a roval of plans an0 i .; � 7/8' % 25 CA STL FLRRING WALL SECTI ON OR DETAI L 42 NEW CONTOUR ACOUSTIC TILE p � e•- � RP Puta � " a�uaNas O 24' O.C. W/ 5/9' S^5 �. � �� K a — ��.�+�3 a�'', � � � �:..E�".��'J. �x� � . T'.°i �� �i��s` , � � �I��� �� ; _:'. .' '� SpPNf��et'Cm° Stlill ^Cl 'Ji' �'UtSrry� tp M a P�mit fnr pr an , , /, cwe. sN�n �s aeo�o. � gppfOV31 Of any vle�auoe of any of tha provisions of this caQS /,- AL. C3 c�'at .° �. 14 � . � ` __ �3L6�I�� +�' _F'�l , , k :_ ��a'� . � �. f � �'�a� C. �'J :� °– P�P,N �J . EARTH CERAMIC /QUARRY TILE � / E%I5T BRIq( VEREER 3 _�� � � ' � � I A2 . 7 S. M . ADDI110N — BASEMENT PLANS M2. 8 S M ADDI110N — PLANS arpermit haced upon pl8ns, specificationa and oUier dalf: �hail _ # � c a .;` - ' � rot • . / 8,1 A2. 8 S. M . ADDITION PLANS & INT. ELEVS. �. w . � _ � - �? � � j, � SEAL ARTICHT BOT t ENDS e�se SEAL AIRTIGHT TOP, 80T, t ENDS � • � "' �Q�fCCI100 of Krae �n s�o pUIM` �t� �Id sth6` � f SEE DRAWING REFERENCE " ' ' ' � ' . e�sE FILL MARBLE % %�/ �oaa �ooe d��g. � � DESIGNATIONS BELOW � � � , A3. 1 S. M . ADDITION — SECTIONS & DETAILS ELECTRICAL � ' -' � . . . . . . . . . . AT� . � , . � . � CONCRETE . : . . : : . �. : : . -. : : GRANITE �•� EO. 1 LEGENDS � REVISION DATE BUILDING SECTION A4. 1 S. M . ADDITION — EXTERIOR ELEVATIONS �?�. � � ,�� — flti � — L6NE Di �G�A� � T�E 1 s c u_e: , ,/s• m ,•-o' 1 1 2' 1 H I C K N E S S �'�E 3 s c� , �/z• � ,'-o• 3' 7 H I q C N E S S G R A V E L B A T T I N S U L A T I O N �� � ��� ° �� �— ���� �� ��� ��� , , � A q q �y �? gp �^ �3qp �g {� HAMMEL GREEN 6 ABRAHAMSON INC FlRESAFlNC O 1 MR WALL PY�, t �riC7 — ! � i C.t`FIv'7' ���. �� � 4v�"{ .3 � L. 3 Ll'Si:� " �� ���J B.O. STRUCNRE ASPHALT RIGID INSULATION ' � ' `' � � � / ` ARCHITECTS 6 ENGINEERS 1 DEFLECTION CLEARANCE 5 5 E2. � A,(� �R17TI �+ t� — PLA� S ' , �' , O T.O. EA S1U0 H�o B.O. STRUCTURE SEE DRAWING REFERENCE CONCRETE BLOCK WOOD STUD WALL �•� • � ���� � ��� ���` ���' � � � �� �� � �-� �� • � � O" �'�-�� � ENVER CO�ORADO 80202 � DEEP TR�CI( TOP RUNNER 1 ' DEFLECTON CLEARANCE 3�1 3, 1 DESIGNATIONS BELOW 'J� � ! (� (^� 2 1 /2� SOUND BATTS IN PARTITION O T.O. EA STUD �"^ ' � �t �� ����� '^ � � e � '^� �p� "� � FR01A ROOR TO B.O. STRUCNRE � DEEP TRACK TOP RUNNER ELEVATION INTERIOR ELEVATION BRICK METAL STUD WALL STRUCTURAL E �. � C}P EZEG. — �LA�4 � I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIDN �R 4' X 25 CA. MS O i6� O.C. W/ 1 ELEVATION S SEQUENCE LETTER __ S2. 1 S. M . ADDITION — PLANS �205 � �JS1. 1'�dE �� --- PLftY� S REPORT WAS PREPARED BY ME OR UNDER MY DIRECT � � --- SUPERVISION AND THAT I AM A DULY REGISTERED w UYER 5/B" TPE '%' GWB EA SIOE, / METAL � ___ � EXIST. CONSTRUCTION S3. 1 S. M . ADDITION — SECTIONS E2. 7 S.M . ADDITION — BASEMENT PLANS ARCHITECT UNDER rHE LAWS oF 2 HOUR WALL� FROM F100R TO 8.0. STRUCNRE / A UL DE9GN / U4J8 PUN USE �S/e' MS MHERE REO'D 70 i� � � � � THE STATE ❑F C �LORAD❑ PRONDE FLUSH FlN W/F�OST WALL Q / SEE DRAWING REFERENCE DESIGNATIONS BELOW E2. 8 S. M . ADDI110N — FIRST FLOOR PLANS 2-1/2' X 20 CA I SNOS O 2!' FOR 't HOUR WALL� — / D 7 a +4LUMINUM C' ,�r � B'4�" �;"�i { � �] 1 E.., L' °� � O.C. k 2 UYERS 1/2' TYPE 'X' UL OESICN /J465 J�1 / 5.1 REGISTRATI�N NUMBER� C - 3879 cwa i soe r i ur� i• cwe BASE SEAL AIRTIGMT TOP, 807, k ENDS DIRECTIONAL ELEVATION LETTER FROM FLOOR TO 8.0. STRUCTURE � f �OOR STC 4o-45 C a.� � DRAWING REFERENCE ABBREVIATIONS C4VER SHEET , 1 1 rE � SIA1 TO TYPE 4, E%CEPT GW9 TO O 9.0. EXIST CLG. �u�uRncHr ror, aor, a� aos �E 4P A AMPERE CONT CONTINUOUS, CONTINUE FLUOR FLUORESCENT MTL METAL SCH SCHEDULE PATCH TO MATCH ADJACENT WALL, AD� STUDS AS RE�' I N D E X O F D R AW I N G S ' �-�/�7 DRAWING SEQUENCE AFF ABOVE FINISHED FLOOR CJ CONTROL JOINT FTG FOOTING MIN MINIMUM SHT SHEET ' , rE � SIM TO TME 4, E%CEPT T.O. WALL O 8.0. EXISi CIG. / � / NUMBER ACOUS ACOUSTICAL CFM CUBIC FEET PER MINUTE GA GAUGE N NORTH SHT'G SHEATHING �E 41 �M TO TYPE 4, E%CEPT 1 HWR WALL REpUIREMENTS � ALT ALTERNATE D DEEP/DEPTH /DIAMETER GAL GALLON NO NUMBER SIM SIM � LAR LE GE ND SYMB O LS ALUM ALUMINUM DTL DETAIL GALV GALVANIZED OC ON CENTER(S) SPEC SPECIFICATION ( S) f ! TYPE 3Z sc��: , i/z� - r-o• 3 1 Y 7HIqCNESS TYPE 4 SCALE: 7 �/z• = r-o• 5 1 4� 7HIqCNESS 1 SHEET WHERE DRAWING AB ANCHOR BOLT DIAG DIAGONAL G GAS OPP OPPOSITE SQ SQUARE Q � S , 1 — IS DRAWN OR REFERENCED ARCH ARCHITECT( URAL) DIAM DIAMETER GBS GYPSUM BOARD SOFFIT OZ OUNCE( S) STL STEEL ABBREVIATIONS IX, FlRESAFING e i NWR WALLS BLDG BUILDING DHW DOMESTIC HOT WATER GR GRADE, GRADING OD OUTSIDE DIAMETER STRUCT STRUCTURAL 8.0. StRUCTURE 8.0. STRUCNRE BM BEAM DS DOWNSPOUT G GROUND OFCI OWNER FURNISHED , SUSP SUSPENDED WALL TYP E S BRG BEARING DWG DRAWING GWB GYPSUM WALL BOARD CONTRAC70R INSTALLED SYS SYSTEM r oe�cnoN caF,w,wce �• 1' OEFtEC710N CIEARANCE BKG BACKGROUND EA EACH HD HEAVY DUTY OSF OUTSIDE FACE TC TEMPERATURE CONTROL O T.O. EA STUD O T.O. EA 5N0 COMM. N0. � 3$ — O HE,�o He�o ,� BLK BLOCK EJ EXPANSION JOINT HGT HEIGHT , PL PLATE THK THICK (NESS) DEEP TRACK TOP RUNNER DEEP 7RAp( TOP RUNNER MAIN BD BOARD EIFS EXTERIOR INSUL. FINISH SYSTEM HM HOLLOW METAL P POLE THRU THROUGH SCALE F«� •� HWR WALL' — LAB BOT BOTTOM ELEC ELECTRIC S u� oesicN ru�es 103 ROOM NUMBER , INDICATES GRID DESIGNATION ( AL) HORZ HORIZONTAL PBD PARTICLE BOARD TO TOP OF FLOOR & ROOM BTU BRITISH THERMAL UNIT ELEV ELEVATION /ELEVATOR HP HORSE POWER PLAM PLASTIC LAMINATE TRANSV TRANSVERSE DATE � 3 _ 9 B' SOUND BATT COMPLETE 2 1/2' X 25 CA. O 16' O.C. W/1 BTUH BTU PER HOUR EWC ELECTRIC WATER COOLER HW HOT WATER PVC POLYVINYL CHLORIDE TS TUBE STEEL UTER 5/8' TYPE �X' CWH 7 $IDE, DRAW PLAN 8' X 20 GA MS O Ifi' O.C. W/1 FRqA ROOR ro e.o. smucnRe BLOG BUILDING EX EXISTING HWC HOT WATER CIRCULATION PW POTABLE WATER TYP TYPICAL A FR MRFlAOR TO B.O.• STRUCTURED� PuN WALLTTOS ROMDE C�SEUFORN4' O DOOR NUMBER , INDICATES s� FLAG NOTE CLG CEILING EXH EXHAUST HR HOUR PSF POUNDS PER SQUARE F00T UNO UNLESS NOTED OTHERWISE DUCT. PROVIDE B' K zo cn. Ms DOOR 103A FOR ROOM 103 4 CL CENTER LINE EXIST EXISTING INSUL INSULATION /INSULATING PSI POUNDS PER SQUARE INCH VERT VERTICAL HEAOERS, TOP h BOT. OF OL1CT rnnNS�noNS n�RU WALL. WALL TYPE INDICATION C C CENTER TO CENTER EXP EXPANSION JST JOIST PRV PRESSURE RELIEF VALVE VEST VESTIBULE CONSTRUC D UMEN BASE � $EAL AIRTIGHT TOP, BOT, k ENDS 1 � f �� 8,,� O WINDOW TYPE— NUMBER CKT CIRCUIT EXT EXTERIOR JT JOINT PRO PROJECTION V VOLT sEU aRncHT roa, eor, r eNOS BORROWED LITE — LETTER CO CLEAN OUT FIN FINISH , FINISHED KV KILOVOLT PL PROPERTY LINE WC WATER CLOSET TYPE GD s�M TD TYPE B, EXCEPT T.O. WALL O 8.0. EXIST CLG � ��R NOTE : ADDITIONAL SYMBOLS , IF C CONDUIT FT FEET KVA KILOVOLT AMPERE REINF REINFORCE( D ) , (ING) W WEST/WATER /WIDE/WIDTH TYPE G � �M TO TYPE B, EXCEPT 1 HOUR WALL REQt11REMENTS 0 REVISION NUMBER USED , WILL BE DESCRIBED ON CW COLD WATER FG FIBERGLASS MFR MANUFACTURE(R ) REV REVERSED ( OPPOSITE HAND) W/ WITH � o . � THE SHEET WHERE USED . Co� COLUMN FF FINISH FLOOR MAX MAXIMUM RM ROOM W/0 WITHOUT TYPE G scn�: � i/2' - r-a• 7 7 4� THICKNESS TYPE 8 sc��: i i/z• = r-o• 8 1 4� 7HICKNES.S CONC CONCRETE FLG FLANGE MECH MECHANICAL SAT SUSPENDED ACOUS. TILE Q COPYRIGHT HAMMEL GREEN AND ABRAHAMSON,INC, r ,. ... .. . . .. .... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. , . _ .. , �� � �' ` ': �,. Y . . , �, ., . � . ; . , . . . . . . . . ' .. ' . . . . . . . . � . . � � .. � � . . . � � � . . . .. . . . . . . .. , . ' . ' . , , .. � -- . . . � . . � . , .. . . . , . . . . . � � . . . . �� l . � . . � . . . . �� 4 .� �� ., . � . . . � � . . . , . . . . . . y . . . . . . . . . � ' '. , . . . . . . I . .. ' . ; � . � ' ' . D EM OLI TI ON FLAG N OTES : ---�--�-�----�- �:: . . . .._.................__....._._.... �. " REFER TO MECH dc ELEC DWGS FOR REQ'D CUTTING de PATCHING - � ��;� DUE TO NEW PIPING, DUCTWORK, ETC. REFER TO SPECS. � SAWCUT CONC WALL FOR NEW DOOR dc FRAME. _._ r � REMOVE EARTH BERM AS REQ'D FOR NEW CONSTRUCTION. � �������� ���� �� .... i ` � SALVAGE ALL NON —LIVING LANDSCAPING ITEMS. °"'°C�'I""'°"""""" . _..-��--- � �' � va i I va I I e �'"" y � � , , � ; � � � � m ed i ca I cen ter '�� r n ; n , . 181 West Meadow Drive I� � Vail � Colorado 81657 �� � ��� � N l� �� � S . M . ADDITI � N � vV � L-� 1 (� b� � � � � _ _ � _ ; , 8c ALTERATION C � � � ��'u �.� C - - - - - � � �� ; ; . � CONSULTANTS . ; ' -.._ ; � `� STRUCTURAL: f� \ BIERBACH CONSULTING ENGINEERS \ � / � ��� � � V� �� � 5707 W. 6th AVENUE V � '� DEN1/ER, COLORADO 80214 �� �� �, r� (303) 233- 5838 (���'�.�� � � v MECHANICAL & ELECTRICAL: `� ' CATOR, RUMA & ASSOCIATES, C0. • � `-/ ( ���1��l�/ U " C ,� I 1550 DOVER STREET � � l � � C/ � ! v LAKEWOOD, COLORADO 80215 (303) 232-6200 , D � � � � � � � l � � LOCATION � `� �G��� � OF WORK � / ��J�l l � ��� � � � � . � �� � � �/�Z , `� , . �� ° . . . � . . . �� �� ; �����; .�-�_� -=_� KEY PLAN �..� ,� ; ; ; - � i ; � � � � 'I , �\ `�-,, �`'_.�`� i DEMOLITION � �7 SCALE� 1/4' = 1'-0' � ; -- ------ , j • ............................................... .......... OF O�p�P _�_�_�___.._._.. ! -�-- --�----....__. r � � `�4� , .........ni..i...................... FD AR� �, . � . --=_..):--�-- . j .."_ � .�"'"1 ' . II ! � . � . � . I j f I , :, n ; i , i _-..--- __._.....____.. __...-----�--- - � � � ; � � � ; ; . ; � � : : : ; . I � , ' I 2 ; I i ; ; , � � •:° � � � � ' � ' � 3,1 �- �: � �$�+%` , ��..� . ; ; , � , � , � I � ; i � i ! I � i j .:.:., ..:. > ` . . �.:P i � 6�� r�."�l- � ; i ii � � � i � � � ' : �, � � . � 1 i � I . .. . .. . . . ,.. ,.. .. -�- . , . .. I � ; ; I i i � � � : � i : � . � : , �� :; 0 . , . � . _ : : , , , . ........ ........... ..... t ; ( i � � ; 1 , � , FACE OF SMOOTH CONG, Oq ! WALL BELOW BOARD— \� Q FoRMED CoNC i _ � REVISION DATE � ` , , ^ A MMIMEL GREEN i AHRAHAMSON iNC - � � �/ � ARCHITECTS L ENGII�ERS I I V� � �E�,`a"�Am �� Exisr `� SIM SAT , � i I HEREHY CERTIFY THAT THIS PLAN, SPECIFICATION OR B � .� REPORT WAS PREPARED BY ME OR UNDER MY DIRECT �� NEW GB STORAGE . 3,1 STORAGE SUPERVISION AND THAT I AM A DULY REGISTERED SOFFIT » e�,l = � \ 1t ARCHITECT UNDER THE LAWS OF � '� THE STATE OF C�LORADO EXPOSED STRUCTURE REGISTRATION NUMBER� C-3879 \ \ �� PROVIDE 4 LAYERS OF 5/8' T1PE •x• �,�, PARTIAL BASEMENT � � FULL HGT, PER U.L. DESIGN No. X526 l � \ l . FLOOR PLANS Q � � O-� CG, ADHESIVE APPLIED D E M O LITI O N � � � ' � NEW CONSTRUCTION ; � ' � = & REFL . CEILING � \ COMM. N0. � 38S—OOZ—OO » � �___�J '� 1 � SCALE � O4M -9Z _� .... ............. .. .. ...... . ... ... ....... ......... . ........ ......... ..... .......... .... . . . ....... 3�1 --.... .......__............................... ..._...._ _....... DATE , ; -- - • 13 _.. _.. .. _ .._. ' .k, . ' �'. ' � . ...........�....�...�...�......................................_.�..�.....................................�...�..�..�........�..�...�..........�......_....._...........................�......�...�.....�.........�.......�..........�.................. ' � ............................................................. .................................................... ....................... .....,.................. .�.�.......�......�.�.�......�....�.�.. . ..�....�...�. '_�._....�....... � " , ' DRAWN T� �� � r–o i z• io'-s i s• ; � w � ' ' CONSTRUCTION DOCUM�NTS � -�� h ' � ' 20�-6� . . . . . , .:. FACE OF SMOOTH CONC ` , � . A WALL BELOW BOARD— � , . FORMED CONC � , 4,� A � . � � � �: �. .�� � z n�w coNSn�uc�noN � , _,. l� , . ' � :�� a� . l`-0' �7 SCAI.E� 1/4' � 1'-0' 4 � COPYRIGHT HAMMEL GREEN AND ABRAHAMSON,INC, . , . � , . � .. : .. , . . � . _ . . , ::ri.. . ' . ,.,.,�. . . , . .: � ., , ; , . . ��„ r , , . , , t , , � , . . . , � . , . , • � „ � � .. .. . .. . . . . \ - r---� ;: .. , . . ----�^— ..._..... ..._"7 .-�r ' . : . ��1� i � � � ' .. .... . ' . I �� DEM OLI TI ON FLAG N OTES : � , -�� ; � ; � � � � . _�.. --� � i � �N EXIST. - R T L F R N HW � �I �� � ! I � r HALI REFE 0 MECH dc E EC DWGS 0 REQ D CUTTI G dc PATC G � ' ; � � i , � �� � � � (....... _ ._. �.__...i. : DUE TO NEW PIPING, DUCTWORK, ETC. REFER TO SPECS. � � , .L_.:.._....... . L - � REMOVE WALL e � SAWCUT BRICK dc REMOYE WALL. �RISDOR � REMOVE DOOR, HARDWARE & FRAME. STORE FOR REUSE. � � REMOVE STOREFRONT & BACKING WALL. SALVAGE STOREFRONT. '"-" � EXIST. CEILING SYSTEM TO REMAIN; ALTHOUGH IT CAN BE REMOVED V � I I va I I e y & REPLACED TO FACILITATE 7HE WORK. r �- - ; � REMOVE BASE CABINET. SALVAGE. • � me ica cen er ' � REMOVE CARPET & BASE. STORE CARPET FOR REUSE. __� �. ; . ,.. . . . . ., : ,,r . : :�_ . .. , . . . y . ' . . . . . .� . . . . . . . ':. ''W � � . . . � � ��. '� I ' _ �....... _.__ �..__� � m.. .ti,_� �. . . __,,�_ �. �____ �. ._ � __ __ �..�� .�_ � va i I va I I y ; ; ,� ; • e � ,� -� � � : ��:�� � , w� i . , SECOND FLOOR_ � ' "�-- � SECOND FLOOR FIN . SLAB m e d � c a ! c e n t e r � EL. 61 '- 4" — — — EL. 61 '- 4" — � � - -: 181 West Meadow Drive � ; ; ° Vail , Colorado 81657 ± � _.,� � � � , � _.... ...� � � S . M . ADDITIDN 7 1/4' 8' S' I REMOVE k RE—INSTALL INSUL - ^°'^� � � AS RE�'D FOR INSTALLAl10N ' OF NEW SUSP ACOUST C�G "`••••'� 8c ALTERATION � EFER STRUCT DWGS F R SUPPORT SIZES -•�,_„% ATfACHMENT EXIST CURTAINWALL EXIST STL ANGLE ^��� i CONSULTANTS : SEALANT ON BACKER ROD � j STRUCTURAL: DRILL de TAP EXIST STL ANGLE f'+ ^ ~\� � FOR NEW CURTAINWALL HEAD EXIST CONC STRUCT t ' BIERBACH CONSULTING ENGINEERS ATTACHMENT �, 'rJ7O7 W. 6th AVENUE 1 ' INSUL GLAZING TO MATCH RE—INSTALLED INSUL � SUSP ACOUST CLG ; DENVER, COLORADO SOZ'I4 Exisr SUSP ACOUST CLG ; (303) 233- 5838 SEALANT ON BACKER � LONG LEG 6' TRACK. DO NOT ATTACH TO � ROD TRACK ABOVE TO PROVIDE SIJP JOINT ; MECHANICAL & ELECTRICAL: � NEW 1 /2" EXT GB CATOR, RUMA & ASSOCIATES, C0. � b SOFFIT ON RE— �'-o �/Z' STRTA�FI�ONT HEAO ATTACHED TO LONG LEG � r,r.J� DQVER STREET INSTALI.ED SUSP SYSTEM. NEW SUSP LAKEWOOD, COLORADO 80215 SYSiEM MAY BE PROVIDED O GC'S (303) 232- 6200 CHOICE � ; � ; � � �~,,� t � i � � "KAWNEER" 1600 CURTAINWALL 3/4" PLAM STOOL W/ 3/4' OVERHANG � PROYIDE SlLL FLASHlNG TO MATCH 3/4" PLAM STOOL W/ 3/4" OVERHANG TO MATCH EXIST � OVER 3/4"xt 1 /2' PLAM STOOL FASCIA. ?, { STOREFRONT k W/MIEEPS IN SILL OVER 3/4'zt 1 /2" PLAM STOOL FASCIA. SCRIBE STOOL TO STOREFRONT. ADHERE MEMBER SCRIBE STOQL TO STOREFRONT. ADHERE PROVIDE SILL FLASHING TO MATCH BOTH TO 'C' STUD k GWB. PROVIDE BOTH TO �C' SiUD k GWB. PROVIDE � � CURTAINWALL k W/WEEPS IN SILL SEALANT O ALL JOINTS OF DISSIMILAR SHADOWFORM TRIM TO MATCH EXIST SEALANT O ALL JOINTS OF DISSIMILAR MEMBER MATERIALS + I MATERIALS • � 8" 'C' STUD TOP PLAlE ON STD SEALANT 5/B" GWB ON 7/8" HAT CHANNELS O TOP TRACK � � s� OC • I PROVIDE 2`w, 1 1 /2'h CON7 RECESS IN � TOP OF 8" BOARD—FORMED CONC WALL 2�5 TOP k BOT W/�5 VERT O 24' OC i pR0 DEESH PADW S POR MFR705. — R-19 FG BATT INSUL °d ' k �5 DOWELS O 24 OC. EXIEND DOWELS 24" VERT IN NEW WALL dc 24' � RECOMMENDED ATTACHMENT 5/B' GWB ON VAPOR BARRIER ; HORZ IN NEW TOPPING SLAB + SYSTEM TO MATCH EXIST � SEALANT 15� FELT ON 1 /2' EXT GN+B � CONT FlRESAFING j v$ � ,' i ; � FIRST FLOOR _ _ _ _ ! ' � FIRST FLOOR FIN . SLAB _ � _ _ _ ; EL. 47� -4" a, ° a a � EL. 47� - 4" �T— a ' .� ' 4 . ; r — �-.e �o-- - �— ,a, '— � — — � . e , a � d � _ _ � _ � � � PROVIDE TRIM ATTACHMENT TO CONC SLAB ON MTL DECK, REFER STRUCT . ALLOW JOINT TO SLIP DWGS SPRAYED FlREPROFFlNG (3 HR) ON S1L BM, � REFER SPEC & REFER SIRUCT DWGS � �f CO[ SPRAYED FlREPROFFlNG (3 HR), TYP ALL ; �(�, p . SEALANT STRUCT Sit, BUT NOT BOT QF MTL DECK j ��. � LONG LEG B' 1RACK. DO NOT ATTACH TO TRACK ABOVE TO PROVIDE SLIP JOINT ` STOREFRONT HEAD ATTACHED TO LONG LEG ! �, � � �4� � TRACK ; s �R�� � ,. � ' ' �KAWNEER" TRIFAB 451 W/1 " INSUL GLA2ING ; ' TO MATCH EXIST ON 30� FELT SEPARATOR I � SHEET ON FOUNDA110N WALL ; , I GWB WRAPPED S1L POST BEYOND ' • i CONC PILASTER BEYOND ': �4 � SEALANT ON BACKER ROD a � RELOCATED RIPRAP ! a RUBBERIZED ASPHALT SHEET WATERPROOFING i "-` `, � DOWN FND WALL, ACROSS FTG ee DOWN FTG i • Y FACE ,,� . .. ' j ' � ` 2` RIGID INSULATION BD �''� � � �( �( �'` �I�� �#`1.,4 k... , : �Q a COMPACTED FlLL f 2 P/'1fl 1 Y"1L �i/�LII� �7GVT'M� I UNEXCAVATED EARTH , . /A - !5�}'L . m 3�1 SCALE� 3/4' = 1'-0' j - ' a . ,��j/ e . : I � . � � \\// a ' Q REVISIDN DA7E ' /�//\/ // a . ; ; , . . ; � � � . ... � �� �� ��� �� ° . � � �► w HMMEL GREEN 4 A&tAHAMSON INC + _, ' , , , � , �j\\//\\//\\//\\//\\/ e 1 /2 EXP JNT � , � ` ARCHITECTS L ENGIlEERS —" � ' / j 1875 LAMRENCE STREET ' : -- --- ; _ - - I ; — - � ; i � �...,. . I i - a . CONC SLA6, REFER STRUCT DWGS � , . • • ^_ , \/\/\/\/ /\// C PA . . ....... ........... : : . ................... � ! ; ....._............ : i : ,................. . � � � .. ... .......... i ` j ,....... . ... � ! ..... . 4 . . .... _...._�. ; :, i ..:__..'.....�.. i : .�_. ._.:. � .... ,... e . . . e ' OM CTED FILL , � , _ _�_ ; ; _._.__. ; ;��j/�j/�/ �j �j/�j� — ; ; � — i j — ; : ; — ' i i — j ; I FIEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR ' ' i -- � ; : --� � + �\ REPORT WAS PREPARED BY ME f]R UNDER MY DIRECT _ ; ; : � j ! ! � ; , ! ! " "' �� i ':. i. - - : ': i -' "" '� � ` I SUPERVISI�N AND THAT I AM A DU�Y REGISTERED : ................� ; : ................... : I ; .: .-�::-:.-.- ' j ; .�::--::::..� ! �\/ �\/�\ �\/� . i � .................... : : . , .e. e ' I .......... ......... ': ! .. ...... ...... .. ; ; ! ,.. ......,......,.. ; � i ......... .,... .. i ; i ,................ .. , � / � THEHSTATE UNDER THE LAWS OF I � , i : �\/ /\//\//\//\/� __. _ � �F COLORADO � � _ � .:..... ; . '� ....... . ......!.... ;`�j ° ° , ' REGISTRATION NUMBER� C-3679 , //\\//\\//\\//\\//\ � . _ ' � �'��%��%��%��%��%� � ; PARTIAL BUILDING , ' = 'i / / / / / , , � BASEMENT FIN. SLAB _ �_� �, � ;, ���, / / / / / � _ ( . , ;.. , ' . .i.:� ' ....'�...._� ........ . _ .. ......_I_• ...� �\/�7��\i� , ° � , ° ° ' SECTIONS � d � , � � � � : ` / / / / / . . , . �,� . 'a . .� . .� , \ \ /\\j� � I ... . , . '. . � , a . . . . � ' . , ... , .. ' �' .. �i � , .. . .. . d � � . � � ' � a � � .ee ' . ea � , � � � � � . ` ° ' . ° \// , .. ... . ....... ...... , ; ,.,., .. '' ' ... , , .... � . . . a . � � ' d . �, d. . � . .° ' � \\//\\//\\//\\//\\/ , e � I i �� ;_` .. . ''..�� � .. . :. a , e , a e a e d \//\//\//\//\//\/� a a e . ca�. Nn, 1388-002-00 � . sciu.E qg SHOWN DATE � �_ � 3-92 � DRAWN T� ,:�• `.'.:+�1: �•;, ; CONSTRUCTION DOCUMEN�'S � ' � _ �; i PARTIAL BUILDIIVG SECTION ; 3�1 SCA�Ei 3/4' = 1'-0' 1 1 � • 1 , � � , . ; • 4> CflPYRIGH`T HAMMEL GREEN AND ABRAHAMS�N,INE. � ,,: . : .. , , . , . , , ,y ., . ' ' � . . . . . . . . . . : . . � . . . . '. � . . � . J ,. . ' . . .. . � , . / .. . . r +MI' ' �.. �Y . . . . .. . . . . . . .. . . . . . . . . . , . . . . . . , . . . . ' . ,. , , . ' ' ' . . , . ; . . . . . ,. ...� \, , . .. . . ' ' ' . . . . ; ' ' � . . \ , . .. . � , � ' . '` � E D C B A 1 2 3 4 � 5 �� I I I � I I I I I I � ; I I I I I � I I � vail valle ti~ ; � . y ` PARAPET EL. 89'- 10 5 8" � PARAPET EL. 89'-10 5 8" i � - - —L - - .................................._...................................................................................; — - - —� - - — ........,............................. ................................_.................................................................................................................................................................................................................._................... ...............� � ROOF _EL. 88'.-0" _ _ i � ROOF _ EL. 88'-0" _ _ _ � i m e d i c a I c e n t e r ; .........................._.........................................................;, ; ; :::::::::::::::::°:::°::::::::::::::::::::::::::::::::::::::::::::::::_::::::::::°::::::::::::::::::::::::::::::::::::::::::::::::::::::: . ..... � ! ``��,.. �..,``„ ...... ' 181 West Meadow Drive , __ ._ ___..��_—__....__...___.. _.__��� : _�....._......................_._......__._....._........_.....----....._...--- ---.....__�.__,._._._ , � ` ' Q Q '7 t ; . .__..__�_::_...�.�,:����. r.:: . .����„- .:�:,�,.. _...__. ��:. _ _._.�,�-.:.:--- - - .:__..:... a_, i;K:.-.:::����� ......... ,��,. , .,<:::::�.,�.��� . �� ..,. � ,.. ��� -.. ���� ,.... � ... �� ��:r:..:. - - , - ���� _.. _. _... . �. .. ,��„ ' ..:..........::.: .:.. ,:: � :.::�. -:. � "'._.m � . .�. �� . � . :. : ::,�..., .cae�;::::mE?MmiNUnin,i;�m:- :a :�v�� upr ar"-!nu r wm ...�._ � , ;���..... i i � : .i i . n � � �: : ' : :i : : : ,�:;i�� :::�y� � M ,a ` y, .:-�, f "P,° ?�a � � qs �t ^�i�;u�wv.�g re � ,�oam � _ .,.� V Q � I , C o I o ro d o v � V 7 � ; : 1 � I �i : , , x . ; � : I� ; ; ; ,..,;'. ;t J . „ . , �", • , � � , ;� � �;� ` ;; �, 1 ' ,� (� , ;: : � � , �, : I , ; , , ,� - , � _ , � : � � !� N' ;', h � � I ,: : I: � :: �' II, ; I . ' .. ' ; 1 ! „ : ii ; '� ' u , � i ? ; �'t , ti .. � � I, , ;; � : � ;:: ,: ; ,I i ; il` 1 ii �: � � , I ; : : ! !: � , :� i � r' ; � r ; I � r' ' r �:� �� ....... I I" ' ' ' � ' ;�i ; i ; ` I; / � , !�' ; � - � . 1 : � � i !i 'I !i i± ���\, I�i � , ��: � 1 :! . �'� '� ! 1 �; . � : i : ii� � ;i�� y, l 1 \ � I � , � i � ii � ti ; : ' , , , I i: � , .. I � � i �I � .I ' inl � :. v .. 't i I il i! : j jj . ii ' jj : : �� �i ,�i ' `A!'/ i '`�i ii! f � ,`,�1 4:i 1 1 1 } �I . � � '� i V:E �i `�,r; ��. .......� .�.. �:.:::::::::: :::-': : � I�...................:!....................ii � _....._..;: ..._._.,_�._......._._._...�.....�...._._..._...__._.._....__ r..... r ............_... . .. ..... �, �i:'.. . �� . ... _ _ '�t_. . _..1':; .. ���a THIRD FLOOR � ;; s ' TH� RD FLOOR u a''�� • . � EL. 74�_ 8� - - - � �,; :� � � E1.. 74�_ 8� - - - - S M ADDITION ; , � ; . ;; , � � ; , , ;� ; � � ' "inuunam�.� ..............................�nua:uu::'x5'(� li j i :• • • ;:u�xwea:••;•• � ................. ��...................ie � � i ..-___�_y..........__._,; i , ............ ..._.. ...... _ ...�..n ......... .vw mi _ : � . � :� , ''I & ALTERATION , ; I � , , , ; :; ;F ;� �i�\ ;;; ::. ,; ....:::, I � , , , • �� � :; ;i ;; \ i:; ��,ti.'' ..ti , i �i� �� J � ,� �I I... » I �� �: �, � 'q : „ �: �� �� 'j �� T `'\ ' ;` / � % ��. � .� � � . r .. '� .. �.� ::x `� 4' 11 ( '' ' ' ' ' ii i:i �i � .��� . . .. ; , � ::.:�� � � . . .. i� ii , ,•'�i •, i : ... ;, ,, :, �j �i I ;�: ��; ji ;� '\ � r: �' II n i �� i ' �'' ./ r � 3 i � ; I � II '�. , ' � � A � ' ; � �, ��!: , i :;:i I :4 �i ; ` j � ____...� �._..._ �; , _ ....a:: 1 , f.... _ _ i '•, :: J _ _..� , , ' _ .... ; f ;: ......... ....: ` ...... .. � �: :: , : ......... ' ...... , � :: : ;��� �; � r SECOND FLOOR _ _ _ I ;I ;; ; SECOND FLOOR _ _ _ _ � � I ; CONSULTANTS : ' ` — ................................................................................................................................ .................................................. ............................................................................................ ...................................................... . ..............................._................................................ i � EL. 61 '- 4" � �� '� I � EL. 61 '- 4" ; . .. . � .........................._.................................................................................................. i � . '; ' �i . ' ! . ! ' STRUCTURAL: 'KAWNEER 1800 CURTAIN-r'' �; WALL TO MATCH ABOVE \ f ;� ;� j ; � �,, BIERBACH CONSULTING ENGINEERS (5 5/8'd W/3/4' COVER " " ' ��' .. ...............,.., � / / � 4 5 ec z � /z"w) � / o � " ;i .';; i ; i � . ;; � , ; E �� , � 5707 W. 6th AVENUE � I � , � i� � � � � � , ''" � , .; � ,' �� � ;; �. .�, :: ;;� � ;; �\ �I p r` ; '� !' , I: �I "' i DENVER , COLORADO 802 . . //, � /� �/� /� /� /� . . // // � // // � // :.� ;!i ;y �. i �� „k. !; ' ;i� , KAWNEER TRIFAB 451 � KAWNEER TRIFAB 451 ij ` ,\ y i , I � �' � ;,I (303) 233- 5838 , ' ' ' �: �` � / � i� \ � i r, � , � \ . . • I / . i � I i il i' i f \ ' / ' ! � 4 1 2"d w W S AIR : � 4 1 2 w W SEALAIR � a 2 EAL 2 d � \ � � � � I I � � � � � � � � I a -� . t . _....1 .... _ . t . I � � � . I � re....:.c.::c...:....._. ................nx::...._...._.rt....:.::.c:u....e::u-crn&.�.. ............_...—._n ... . . ................._..._.... mr.r.....r................. .. .......t.......... �..c.u-cs.�.......... , —_ ................_.n.... .�mrza+.vaix=.......mmum:r.x... ...._....... ..I..us ' .... 8225T OUTSWING INSERT ; • , •. . • ; � 8225T OUTSWING INSERT ; - -- � .._ . a�. �° . . ___ . .. � WINDOWS AS INDICATED I ' NANDOWS AS INDICATED MECHANICAL & ELECTRICAL: . , . . . . , M • I 2 1 4 d 2 1 4�w 2 1 4"d 2 1 4 w , � . � TF ( / / ) FI TFO ( ) FIRS LOOR RS L OR ` • . , , . . ; ; ; • . . , ; • . : . . , : :.............� ............................................................................................................................................... ................................................................................................................................................. .._................_....._.................................................._..................................................... ---....� M A IA 0. � - - - - ........................................ ; � — -, � - - - — . Ru A a� ssoc �s. c EL. 47�- 4° BOARD—FORMED CONC ; � ; EL. 47 — 4 BOARD—FORMED CONC 'I 50 DOVER STREET TO MATCH k ALIGN W/ ; ; ' ; ..........,..................................... ..................................� TO MATCH dc AIIGN W/ i •1 i 'l i i i ' I EXIST BOARD—FORMEO � � � �� � , COLORADO SO2� S EXIST BOARD—FORMED � I � , � �� � �� � � � � � � I LAKEWOOD CONC BELOW � � �`�, I coNC BE�ow � , (303) 232- 6200 . � � . . . . . � , ; � 'KAWNEER' SHADOWFORM ! I , • • ; . � ' � . : ' • : • . . - . .' ' • : • . � • - ' I ; w �KAWNEER' SHADOWFORM � ' . , . • : . . , . � . . , . • . . . . ^ . . . . , . , . . 55-705 TO MATCH EXIST I • . . . . � :..................! � ' 55-705 TO MATCH EXIST ' ' I e i BOARD—FORMED CONC BOARD—FORMED CONC �� "" TO MATCH EXIST ��, � TO MATCH EXIST ?' y / � BASEMENT _ _ _ _ _ _ _ _ I" bl/ _ � BASEMENT _ _ _ _ _ _ _ �'� _ _ _ _ _ _ _ �— - B WEST ELEVATlON A 901J'TH ELEVATION 4�1 SCALE� 1/8' = 1'-0' 4�1 SCALE� 1/8' = 1'-0' r ' ' � I ! � / li i ! I I �'� ; ; � �ra• a ,/z• 4 , r so�-r ! , : ! ; i ; ? S EWAL ; 6 EOUAL � � � .....__� �v.. `�� ` ' : I i _._.._..�_. ; ""'_""_._._._ . ; ' . ................... . � r i�/ i�� i�/ i/ il , �i� �i� ��� �/ � i . i i� i� i� � ' � 8223T B225T Ey � E223T l225T �i � Yf \ \ ! Yf \ \ � ' \ \ . ! \ \ ii . \\`\`\ \`\``\ \\`\`\ \\\\\\ ' : � i �____�_. � j � CO(� 1 Y 4 ' n ........ n I �e � I Fl 15T FL ............................................... . . FlN. 15T Fl.. 1....................., a .. � . ' i b o C ��4 `v "' ♦ i ' A� . . , . � ,� r ,- ,- ' �,� �.- �,- ,.- j � � b `` B22ST `\E2257 � ` 8225T ` l225T � i � �� \ �� �. � j i `�� `\� \\� ``� � , i i � i i . . . . � i b b ' ao 0 � , . ,.. . � .. � .. .�+ . ' � '� ' i FlN. BASEMEN7 FL � FlN. BASEAIENT FL . , . , � . . . �. . �: '.�' .. . .. �. Y:'�!. ' � L � � •' p-/5-9L c �►RGED W�VDOW ELE1/ATION - WE3T n ENLARC�D W�VDOW ELEVATION - SOUTH � 4,1 SCALE� 1/4• = 1'-0' 4�1 SCALE� 1/4' = 1'-0' Q REVISION DATE , , ^ w HAMMEL GREEN 6 ABRAHAMSON INC �� �/ \ ARCHI7ECTS i ENGII�EERS ' . I I � � �,�R CQARADOT�80202 I HEREBY CERTIFY THAT THIS PLAN1 SPECIFICATI�N OR REP�RT WAS PREPARED BY ME uR UNDER MY DiRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE ❑F COLORADO � REGISTRATION NUMBER� C-3879 PARTIAL EXTERIOR t ELEVATIONS & ENLARGED WINDOW ELEVATIONS ���� �� � 38s-oo2-00 SCALE qg SHOWN nnrE 10- 13-92 DRAWN T� ' CONSTRUCTI01� DOCUMEN�I'S . . A: � � . � A411 � m CdPYRIGH7 HAMMEL GREEN AND A�IRAHAMSpN;INC., ,h, � . � _ ?`•'TT'1 ,'.. � � �; ,`;;� ��, ' � � � � , , vail valley medical center . , 181 West Meadow Drive Vail , Colorado 81657 � . � . � � � � � � � 1 �1 FACE OF NON-BOARD /� FORMED Wqj,� BOARD FORMED WALL 4�_4• � � � � � � � O J/,J NOTE: 2 � i NOIE: 5 6 Y r �/�� � �, / / � , ;.r � � CONSULTANTS : � 4 � �2' CONC. ON 1 � �2��2� GA. pn, g �' GALV. VlJ COMPOSITE DECK WITH �L STRUCTURAL: i 6X6-W2.1XW2.1 W.W.MESH IN �lAT r-� � r--� r - � r - � r -� r - � r- � , � il , � ii ii u ii ii Ii i BIERBACH CONSULTING ENGINEERS ' � i � i SHEETS DRAPED ON 1 -�5 AT � I l i �t l I I I I I I I I I I I 'a � � . , Wt2X26 EACH lN1ERI0R BEAM. TYPICAL i t � ti it ii it ti Ii i 5707 W. 6th AVENUE � I I 4 SLAB ON GRADE o � 11 � II II II II II II I DENVER , COLORADO 80214 WITH 6XB-wt .4XW1 .4 i r> 303 233- 5838 � I i i Ili II II II II II II I � i ' - - — t - - - - W.W. MESH AT MID- 5 7 � � � � � DEPTH. � TS4X4X1 /4 � yy� 2X26 g I I I I I I I I I I I `r° 2 � t0• p � �y N � li il u il li 11 ii t MECHANICAL & ELECTRICAL• � i ii � � ii ii n ti i � ii i TS4X4Xt 4 • � � �-- NOTE: 1 � � _ � LJL � JL�JL� JL�JL � JL� J CATOR , RUMA & ASSOCIATES, C0. 4 i . . 4 8 L2 1 /2X21 /2X3/16 r - � r�t � r - � r - � r - � r - � r - � r-� � ___ __ DETAIL A i I II � 1 II II � � � � II 11 I i � ___ _ 1550 DOVER STREET • � i � Typ, p p�,q�g _ _ W12 22 � � � 11 i � II 1"3L4X4X1 /4 � I II I LAKEWOOD , COLORADO 80215 ( NOlE 3 �_! o � �( - - - - - - - - - - i ii ����� L �rr�ni rt ( 303 ) 232 - 6200 �1��-I - - � � � � � 3 i ii � p � � � � i � ii ii i � - - - - -- -- -- - o i ii , ii � I � li ii i LOCATION � � 1 NOTE: 4 � � ❑ i L JI�� JL_ Jl. _ JL _ IL_ JL _JL_J OF WORK i EL +1 '-4' � I � • � �_a � �2- � 9�_5 � 2• FACE OF NON-BOARD � �_Q � �2• g�_6• 6�_6• 8'-5 1 /2" FACE OF NON-BOARD .. Q FORMED WALL FORMED WALL FOUNDATION PLAN � /e•-� '—o• FIRST FLOOR FRAMING PLAN , �s•_, �—o• REFLECTED FIRST FLOOR FRAMING PLAN � /e•-� '—o• . . . . FlNISH SLAB AT ELEVATION 0'-0' FlNISH FLOOR TO MATCH EXISIING AT ELEVAl10N +14'-0'(f) NOlE: 1 1 " DEEP SAWN CON1F20L JOINT. TYPICAL K E Y P L A N NOTE: 5 FOR BEAM TO WALL CONNEC110N SEE SECT. O7 . TYP. , NOTE: 2 NEW DOOR 4'-4'X7'- 2" SAW-CUT OPENING BUT DO NOT OVER-CUT ANY CORNER. TYP. NOTE: 3 MAINTAIN 1 TO 1 SLOPE FROM BOTTOM OF EXISTING FOOTING TO FACE OF NEW FOOTING. TYPICAL NOTE: 4 �y qT 8' O.C. BOT. ADD'N. FOR WIDTH OF FOOTING. TYP. �5X2'-6' WITH , 6' EMBEDMENT IN 'COVERT' EPDXY 10' r4� TS4X4Xt /4 FULL SYSTEbI. TYP. AT 2 � �2. BRG. ON EMBED PL . ' EACH KEYWAY � +8'-0' TYP. ��ou`°annnwn ;a 0 l 2- TOP -- - - -... -- - - - - � HOOK AT�E,NDS � qT 10' ,, � _ _ O M� , HORIZ. EF. PLt /2'X8'X8' MATH � v ¢' ' " ' _ __ 1 -�7X3�-0'(A706) AT COLUMN CL TYP. 4-�8 VERT. NATH �4 TIES " AT 12 O.C. �TT 12' . � /4 AT 16' I.F. VERT. � � � �2• FOR GR. I °D SEE ARCH. . ��� ' DWGS. /SX � I AT 12" . � � � ��x �? I � � l— � � � w � � 1 �-10' � � x �-�I��I� � 2'_4� , F00T1NG DOWELS o ; 3�-B' 1 '-6� , 0 10' :r � /5 AT 9' TOP I • j r, i B�--. _ ._._........._.........;...L1ATE. .�:!5 9.. N o, ` /� \ I � � • �� 4 . . ' � '/ \ � I - N� � I \��'� ' —� �- - ' _ . ._� � a�vtsm+ _ �►� �—,� — LONG. RETAINING WALL AT BASEMENT DETAIL " A �� EACH SIDEETOND , , ^ � HAMMEL GREEN & ABRAHAMS�N INC STAY OUTSIDE � ■ � / � ARCHITECTS 8� ENGINEERS OF 1 TO 1 SLOPE. , , �,' ` DENVER, COL�RAD� RB 202 SECT O � /z•-� �-o' TYPICAL -�- SECT C� � �2•a, �-o• I T v��s��n"�s�r � Tmn at �c,�+i c �a rw►r i M+�" a� uvs aF TFIE STATE �' Ca0RAD0 REQSTRATIW MM�EIb C-3679 FLOOR PLANS SECTIONS w � � PROVIDE CONCRElE UNDERPINNING j �' � 1388 - 002-00 FOR FULL MAD1H OF WALL FROM �'� AS NOTED PEDESTAL TO END OF FOOIING, PRIOR TO CUTTING OPENING. DO NOT REMOVE WALL B0.0W FlNISH 10 - 13 - 92 FLOOR. DO NOT OVERWT AT ANY ME CORNER. GRIND TOP OF WALL . SMOOIH FOR FLOOR FlNISH. TYP. ' DETAIL " B " CONSTRUCTION DOCUMENTS S � � ' � , ;� :, :� � �. % . , � . , ' � ' . ' � . r ' ! +ry � ^ � tl � ' . . , ' , , , ' ' . � ,. . " . , , , � �' 1=„, � xrA .�;y 1i� ��fy�T'' 4, ��'ti �� � , . . ,. . . , , S . ,.tR ' S °s N F''�Y � % ti�Y'� Y'w�,a' , � � . n ['f V •,,L r 1 , ,4'N �9 �" A` }YP � Y ����'Y i � , ' � � . �ii' bX �J e �e�'��i��.�/ W . y � � � , C f �" �.",�, � w e� y ;+ 'v , „ � N � � ,i A��, a$ � c cFT.�M � � � • ' , 'l ' , '� vs ' � ' A.+L � ykp4 �,d , � ;' n ' , ,�" i � ' vr` yx°�� � " � f�� `�� ai`.wxa�ra.� ,;:, , . < . � � a � � yd.'�.�:��,,y� t,� 4 �; ,9p, ,. , � ,. , y 7,Sd' r .�� dr �M3� lr.�'�*� M;''�p� �w: yt. > ' ��' '� 4+�.r�... X 8'-0' AT B' O.C. . � .r ✓^ ��. ,K ;, ��..x, ,� ;�t;�., `. „, �, s' „ . . , , i rf, a " �`i�+�!, te'„ i , .� 6nd !X REIJOVE QqS71NG TOPPING : ,F, � " � 'M � �;� i�= �h!� ��� ��p ���. �pl� GENERAL NOTES � � �� k � r �r ANO REPLACE MII7H CONC. 4. STRUCIURAL S1EEL S?UDS: . �:t,��rM�: ��.; '.;;%;': ROOR LEVEL PROVIDE AT . ................ ... . .......60+20 PARTITION PSF A STIJDSNSHALL H�AEVE THE FOLLO NGEMiNIMtJM PROPF�tTt£S:SPAXdkNG Of 16". � . . : ,_„��> *y#;,'r�:• �:', £ ,� . �y � ` • Y O.C. M D DEP7}1��ICAL A� FLOOR................ . . � � :,,,yn� „+�,�Y " N�,a,��`';� . CL BEAMS '��,. ,. ,`, � 1 . LIVE lOADS USED IN DESIGN: '''��"" : � 5 � D. WIND: 2.9 7 1 N 4 A N D S X X 9 9 1 N 3 . T Y P I C A L, U N I E S S O T H E R W I S E N O T E D. " � :?, , ��""° , . , 8. STUDS SHALL BE CONNECTED BOTTOM TO CONCRETE NATH 5/32" s ; . : �: . • .:;�;.�;,:K:'rj; ; „ ; , ; �� 8 � 6 S7UD SEE - • � a' :'� ;^� ,� , � 1 . DESIGNED IN ACCORDANCE WITH 1988 UBC GENERAL N07ES. 2. SITE EXPOSURE B DIAMETER (DRIVE PIN) NAlH AN EMBEDMENT OF 1 -1 /2 AT A SPAGNG .� , ,, ,, • I i ' tr� > Y ��� F F 4 � �. •f fy • � I 3. BASIC NAND SPEED 85 OF 16 O.C. TYPICAL, UNIESS SHOWN OTHERNRSE. ,,• .� • ��C�' 4. IMPORTANCE FACTOR 1 . 15 C. STUDS SHALL BE WELDED TO ALL SUPPORT ANGIES THEY CONTACT . . �. ", ''' .� - , , PL 1 /4'x4'x4' TYP. C. SEISMIC: WITH A 1 /8' FlLLET WEID ALL AROUND. TYPICAL, EXCEPT AT SUP . . , � a L6X4X5/16XCONT. 1 . DESIGNED IN ACCORDANCE WITH 1988 UBC CONNECiIONS OR UNLESS SHOWN OR NOTED OTHERWISE. ? . ,• . , . , 2. ZONE 1 D. ALL STUD COMPONENTS (TRACK, BRIDGING, ETC.) SHALL BE ; . t� , ,� ° ' �• , • 3. IMPORTANCE FACTOR 1 .25 CONNECTED TOGETHER BY WELDING. WELDING SHALL BE 1 /8' FILLET , . , ' ^' ' ` " "' =' " r `: � " � ' ,, . �, ,;, I � , . . 2. CONCRETE: WELDS NOT LESS THAN 1 ' IN LENGTH AT EACH CONNECTiON POINT. � " ° ' - ' "";y,�` /4 X 4 -0 AT 12 O.C. BOT. A. ALLOWABLE UNIT STRESSES USED IN DESIGN: E. HORIZONTAL BRIDGING SHALL BE INSTALLED AT A SPACING NOT TO � ;•. ,,�44i,?��' IN DEqC FLUIE. TYPICAL EXCEED 48 O.C. TYPICAL V �..i � I V\.71 'k � n��� , M. 1 . ALL CONCRETE TO DEVELOP 4000 PSI COMPRESSIVE STRENGTH 3/18 IN 28 DAYS, UNLESS NOTEO. F. ALL STUDS SHALL HAVE CONTINUOUS LONG LEG TRACK NATH A 1 - � 2. ALL REINFORCING STEEL, EXCEPT T1ES SHALL BE NEW BILLET BARS 1 /2' LONG LEG TOP AND BOTTOM UNIESS SPECIFICALLY NOTED. ` BEAR DEdC 7' ONTO EXISTiNG WALL TRACK SHALL BE SPLICED ONLY AT A STUD AND BE FULLY WELDED. • . • �i, L5x3x1 /4 (LLH) AND ANCHOR AT 8' O.C. MATH POWDER �N ACCORDANCE WITH ASTM A615 WITH A MINIMUM YIELD ,Q CONT. BOTTOM. � ACTIVATED DRIVE PINS NATH 1 1 /4" EXISTING WALL AND SlAB POINT OF 60,000 PSI. ALL TIES SHALL BE NEW BILLET BARS IN G. STEEL STUDS TO BE SPLJCEO ONLY WHERE SHOWN ON THE DRANANGS, m e d i � a � � �.� � L`%'•� : :` .:�� � ACCORDANCE WITH ASTM A615 WITH A MINIMUM YIELD POINT OR AS APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. STUDS TO , , ,, 18 2 EMBEDMENT. TYPICAL OF 40, 000 PSI. ALL REINFORCING SHOWN TO BE WELDED SHALL BE CONSIDERED ONE LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE. � � .' L2 1 /2X2 1 /2X3/18 BE ASTM A706, (WELDABLE)(GR.60). DO NOT REBEND ANY H. ALL OPENINGS TO BE fftAMED NATH 4 STUDS AT EACH JAMB AND 2 � • , ; , +a^ TYP. T,B AT BRAdNG WHERE REINFORCING. ANY REINFORCING THAT CANNOT PENETRATE WALL STUDS AND ONE TRACK AT HEADS AND SILLS UNLESS NOTED 181 West Mecrdow DriYe � , EA. S1UD. � �g 3 SHOWN ON PLAN. FORM WORK SHALL BE SPLICED USING MECHANICAL COUPLERS OTHERNASE. STUDS AND TRACKS TO BE WELDED TOCETHER TO FORM VQII COIOI' CI (.� O B � 6 'rJ � � � 5�8 M'' IN SECT. 4 NO L2 1 /2, DECK OPP. O CAPABLE OF DEVELOPING 125% OF THE 1ENSILE SIRENGTH . THE ONE UNIT, BUT NOT WITH LESS THAN A 1 /8" FILLET WELDS 2" LONG AT � O SECT. 6 USE OF 2 PLANE BENDS IS PROHIBITED. 12 O.C. UNLESS OTHERWISE NOTED. - TYP. T dt B. � I. ALL STUDS TO BE FULLY SUPPORTED EACH FACE BY WALL SHEATHING. � ' � �4 p_� g DIREC110N AND THERI IS INTERSECTING BEAM. B. REINFORCEMENT PROTEC110N: WHERE WALL SHEATHING IS NOT PROVIDED, BRACE EACH FLANGE WITH " 1 . CONCRETE POURED AGAINST EARTH... .. ... . ... ....... . . .....3" ' �-9 SEE SECT. O 2. CONCREIE POURED IN FORMS BUT EXPOSED TO WEATHER OR 3/4"-16 GA. CRC AT 1 /4 POINTS, WELDED TO FLANGE. 'CRC" TO BE CONTINUOUS AND ANCHORED TO UNDER SIDE Of DECK AS NOTED. ��' EARTH : WHERE SHEATHING PARTIALLY OCCUPIES WALL SPAN CRC BRACING MAY P � � � AD D IT ` �� # � ^ . . . . n 5. FOUNDATIONS: � � �� . ' + . :� } A. IF BARS ARE LARGER THAN 5... ........... . . . .. .... ... .. . . . . . . ..... . .. . . 2 BE OMITTED IN 1NE AREA COVERED BY SHEATHING. 3. COLUMNS, BGRADERBEAMSOR SMALLER:::::::::::::::::::.:::. ::� ..;...2 . . . ... . 1 1 /2" A. ALLOWABLE SOIL PRESSURES USED IN DESIGN: ........ ....... ... . 5000 PSF � SECT. � -AS �o,�' 4. SLABS .. . . . . . . . . .. .. . .... .... . . . . ..... . . . . . 1 � 8c ALTERATIaN . .. C. ALL BAR LENGTHS TO SCALE UNLESS NOTED. MINIMUM SPLICES ARE 8. CONTRACTOR SHALL OBTAIN A COPY OF SOILS REPORT CLASS B,CATEGORY 1 WITH A MINIMUM LAP OF 1 ' 6", LONGER SPLICES AND FAMIUARIZE HIMSELF WITH SPECIAL REQUIREMENTS CONTAINED THEREIN WHICH , , S� O "AS NOTED' BARS C N NUDOUS AROUND CORNE SON P OVIDE�INITERSECTABARSLAT 6. A LE DIMENSIONSTON�STRUCTURAL DRAWINGS TO BE CHE KED AGAINST . . ALL WALL INTERSECTION. ARCHITECTURAL. CONSULTANTS : D. DETAIL BARS IN ACCORDANCE WITH THE MOST STRINGENT 7. STRUCTURAL ENGINEERS APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. REQUIREMENTS OF ACi, CRSI OR UBC LATEST EDITIONS. 8. SEE ARCH�TECTS DRAWINGS FOR CHAMFERS, KERFS, ETC. ' � E. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT 9. ANY DIMENSIONS SHON?J ON THE DRAWINGS WHICH RELATE TO EXISIING STRUCTURAL: ' POSITIONS SHOWN ON THE P�ANS IN ACCORDANCE WITH ACI CONSTRUCTION OR IN ANY WAY 11E THE NEW CONSTRUCTION BACK TO � ` '" � '� DETAILING MANUAL. EXISTING CONSTRUCTION SHALL BE FIELD VERIFlED BY THE CONTRACTOR BIERBACH CON $ULTING ENGiNE�RS r • ;,. .� F. PLACE 2- #5 (1 EACH FACE) WITH 2'- 0" PROJECTION AROUND ALL PRIOR TO ANY FABRICATION. A COPY OF FIELD VERIFIED DIMENSIONS SHALL 5707 W. 6 #h AVENUE ' < � . . � v�.:<., �., � 4 OPENINGS IN CONCRETE. BE FORWARDED TO THE RESfDENT ENGfNEER. DENVER , COLQRADO 842i4 ' ,.r''�°i" ;w 5� H . ALL SLABS AND BEAMS SHALL HAVE NO JOINTS IN A HORIZONTAL 10. CONTRACTOR SHALL SUBMIT A DRAWING FOR GRADE BEAMS AND WALLS ' �, �, .;-, �; ' � 303 233- 5838 PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SHOWING A LAYOUT WHICH INCLUDES SLEEVE LOCATIONS AND SIZES FOR � � , ° � , r,r SAW-CUT POqCET IN WALL SPAN WiTH VERTICAL BULKHEADS AND HORIZONTAL KEYS. PIPE PENETRAl10NS THROUGH THE BEAMS. THESE DRAWINGS MUST BE � , ;�+� 7' X 1 '-4 1 /2' X 1 '-0' I. STIRRUPS TO HAVE 2- #4 SPACERS FOR LENGTH OF STIRRUP SPACING SUBMITTED AND APPROVED PRIOR TO COMMENCING FABRICATION OF MECHANICAL & ELECTRICAL: , - � DO NOT OVERCUT AT ANY SIDE �• BEYOND BEAM TOP BARS. REINFORCING STEEI.. A CONCENTRATION OF SLEEVES, OR INTERFERENCE CATOR, RUMA & ASSOCIATES, .CO. TYPICAL � �4 ' J. WIRE MESH REINFORCEMENT MUST LAP 1 -1 /2 FULL MESHES AT SIDE AND WITH KEY STRUCTURAL ELEMENTS OF THE BEAMS MAY REQUIRE ADDITIONAL ' s .-, � �' END LAPS AND BE WIRED TOGETHER. PLACE MESH 2" MID-DEPTH OF REINFORCING OR BEAM RESIZING. 1 5 5 0 D O V E R S T R E ET .. ^ , ;j�t• � �4 4 7Yp, SEE SECT. O3 THE SLAB. 11 . PROVIDE SCHEDULE 40 STEEL SLEEVES FOR ALL PIPES PLACED THROUGH LAKEWOOD , C4LOR ,4D0 80215 „ ` ; �,,; ,,�: L5X5X3/8 CONL MA7H 3�16 K. ALL CONCRETE SECTIONS WHERE REINFORCING IS NOT SPECIFICALLY CONCRETE. NO OPENINGS OTHER THAN THOSE SHOWN ON THE � 303� 232- 6200 � - ' `+t�$��� 3/4' / BOLT AT 24' SHOWN TO BE REINFORCED ACCORDINGLY: SIRUCTURAL DRAWINGS WILL BE PERMITTED, UNLESS THE STRUCTURAL ENGINEERS : �'_,,?�- , O.C. EPDXY 4' INTO 1 . ALL VERTICAL SECTIONS (E. G. WALLS, BEAMS, ETC.) SHALL HAVE APPROVAL IS SECURED PRIOR TO PLACEMENT OF REINFORCING STEEL. CORE , , ' ' :� -`'r F�4ST. CONC. MA1H COVERT . - 2-#5 TOP AND BOTTOM CONTINUOUS WITH #4 AT 12" EACH DRILLIN � IS NOT AN ACCEPTABLE ALTERNATE TO PLACING SLEEVES. p� ,�. :,.�1 ° EPDXY SYSTEM. TYPICAI.. tO PL 1 /2 S11FF. EA WAY, EACH FACE. 12. VERIFY ALL OPENINGS THROUGH FLOOR AND WALLS WITH MECHANICAL AND LOCATION �� ; ,;;. ,a � � � L8X4X1 /2 XO'-8' � 2 SIDE, OFFSET FOR 2. ALL HORIZONTAL SECTIONS (E. G. SLABS, ETC. ) SHALL HAVE #4 AT ELECTRICAL DRAWINGS. OF WORK � � 1t� ' �„',.� W12 S1RIP TOP FLANGE °i ^ BEAM SEAT. TYPICAL. � . _ � VY12 CONN. TYP. 12" EACH WAY CONTINUOUS TOP AND BOTTOM. 13. DO NOT PLACE BACK FILL AGAINST BASEMENT WALLS UNTIL UPPER AND � � � AS REQUI7ED. TYPICAL L. WHEN SPLICING CONTINUOUS REINFORCING IS REQUIRED, SPLICE TOP LOWER LEVEL FLOOR SLABS ARE IN PLACE. PROVIDE ALL BRACING NECESSARY ` 'r"�"� BARS AT MID- SPAN OF SUPPORTS AND SPLICE BOTTOM BARS AT TO SUPPORT ALL WALLS AND PREVENT THEIR BUCKLING DURING FILLING AND "" � � r 4-3/4'i A325 SUPPORTS. COMPACTING OPERATION. � ; •�i ,'� p I I BD�T�• T�• M . CONTRACTOR SHALL PROVIDE 20 #5 X 30'-0" STOCKED ON THE JOB 14. CONTRACTOR SHALL SUBMIT A DRAWING FOR EACH FLOOR SHOWING A " ': ;�� SITE. THESE BARS ARE TO BE CON5IDERED EXTRA REINFORCING" AND LAYOUT WHICH INCLUDES SLEEVE LOCATIONS AND SIZES FOR PIPE M L� ^4:g � �' I I TS4X4 NATH CAP PL THEIR USE IS TO BE DETERMINED BY THE RESIDENT ENGINEER ONLY. PENETRAl10NS THROUGH THE CONCRETE FLOOR AND SLABS. THESE %� w �.! � L3X3X5/16' (1 E.S.) VN1H 2 3/4'1 :- 3�� g 3/4�X8'X1 '-0' NATH BARS NOT USED SHALL BE CREDITED TO THE OWNER AT THE SAME PRICE DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO COMMENCING ' `�`k B T5 (1 E.S.) EPDXY 4' INTO EXIST. DpST1NG WALL AND SLAB 4-3/4"4 BOLTS. AS INITIALLY PURCHASED. FORMING FOR EACH FLOOR. A CONCENTRATION OF SLEEVES MAY REQUIRE ' ''��� EXISIING WALL WITH COVERT EPDXY 3. STEEL: ADDI110NAL FRAM�NG MEMBERS. �"`�~ SYSTEM. TYPICAL A. SIRUCTURAL STEEL TO 8E DETAILED AND FABRICATED IN ACCORDANCE 15. SECTIONS AND DETAILS SHOWN THROUGHOUT THE DRAWINGS ARE TYPICAL . ±:�y 1 " 8' 1 ' WITH AISC SPECIFICATIONS, LATEST EDITION , AND WITH AISC CODE OF AND SHOULD BE USED AT ALL LOCATIONS WHERE THE CONDITION . . . �"�"" FACE ON NON-BOARD " . " ;i� �' FORMED WALL BELOW. SECT. � STANDARD PRACTICE, LATEST EDITION . ALL STEEL SHALL CONFORM TO DESCRIBED OR A SIMILAR CONDITtON TO THAT WHICH IS DESCRIBED IN THE KEY PLAN 3�� g � ASTM A36 EXCEPT STEEL TUBES TO BE ASTM A55 GRADE B. DETAIL OCCURS. THESE SECTIONS AND DETAILS MAY NOT BE REFERENCED AT ' ° '"�� B. USE GREATER NUMBER OF 3/4 DIAMETER A325 HIGH STRENGTH (LOAD EVERY OCCURRENCE OF THE CONDITION FOR WHICH THE SECTION AND - PEC FI �AT10SE) LATEST EDITI N T FORE THEASIZE OF THE BEAM USED . DETAIL REPRESENTS. � " ";. c��� SECT. � BOLTS SHALL BE A325X TYPE, NOT SENSITIVE TO SLIP . C. HIGH STRENvTH STEEL BOLTS SHALL CGNFQRM TC� qISC SPECIFICATI �PJ = :)R STRUCT�iRAL JUINTS ', ! cl .^JG AST61 A315 9C '�TS C' R fi4gC yG�TC . J. AL.L WEIDERS �HALL HAVE tViGENCE � F HA �iiJG FA�SEf, q. W, :l. S7ANUARD C�UAUFICATiUN TESTS FCR THE TYPE uF `NE�� '� NG PERFORMED. ` �-,: T54X4X1 /4 AT E. ALL WELDS SHALL BE MADE WITH E7G ELECTRODES UNLESS NOTED . ALL 48' O.C. TYP. CONNECTiONS NOT SHOWN BOLTED, SHALL BE WELDED WITH A 6' 18 GA. STUD AT 16' MINIMUM OF A 5/16" CONTINUOUS FILLET WELD ALL AROUND, UNLESS �, O.C. AT 45 DEGREES OTHERWISE NOTED OR SHOWN. ALL WELDS SHOWN ARE TYPICAL AT KICKER TO DECK A80VE. SIMILAR CONDITIONS. ALL WELDS SHOWN AS BEVELED GROOVE OR � ` T�• � I4 ALTERNATE SIDES AT EACH BUTT WELDS SHALL BE FULL PENETRATION WELDS WITH EITHER FILLET OR • ' '�' � '' ' ., �:� : 1 /4 STUD. WELD TO S1UD SHOE BAR BACKING AND SHALL BE FU�LY REINFORCED. FILLET WELD SIZES � . . SEWRED TO BOTTOM OF ARE THE EFFECTIVE SIZE AFTER DEDUCTIONS FOR GAPS AND ERECTION � ` ' DEqC NATH 3 DRIVE PINS CLEARANCES. s' '�, F- AS NOlED IN GENERAL NOTES. %' '�' % _ � ���� H. ALL ANGLES SHALL BE CONTINUOUS, THIS INCLUDES ALL CORNERS AND ,.�. INTERSECTIONS. CONTINUITY SHALL BE MADE BY FULL PENETRATION , ; ,:,�:� _ - � � WELDS WHERE SPLICES OCCUR. , � N ' . ,+r "i � � �4 ,." � �� ' ' �',i,i^.� 'r�i�=r:�.t � '',^K??& ' < ';�;�''� � � i � � 1 /8 3-6 � � {' '�,� TS 4X4X1 /4 CONT. � Y %'� . T.S. 4X4X1 /4 CONT. TYP-� / � \ � . ��' I 5 , s. � �' FOR BENT PL, KICKER, CONN. 16 GA. 8' S'iUD AT 16" 1 /8 3-8 AND BOLTS. SEE SECT. --- - ---------------- ---- - ----- -- # O.C. ALL CONNEC110NS � � i � CONT. 16 GA. LONG ' TO BE WELDED AS NOTED CONT. 16 GA. LONG �� � LEG TRACK. TYPICAL � I • N CENERAL NOTES. IYP. I LEG TRAqC. TYPICAL. \� . � 16 GA. 6' STUD AT 16' -8 � , . O.C. ALL CONNEC110NS _�''� \� I BENT PLATE 8"X3"X1 /4'X 0'-6" � . • � TO BE WELDED AS NO'iED �{1�'�• j EACH SIDE OF EACH JOIST. ' IN GENERAL NOTES. TYP. 1 /8 v 3-6 PROVIDE 1 -3/4' • THRU � - ;� 16 GA. CONT. TRACK FOR SUP BOLT 1 -1 /2' FROM TOP OF � ' CONTRACTOR NOTE: CUFF SEE ARCH DWG'S. TYPICAL BENT PLATE LEG. TYPCIAL ` . `" VERIFY NO RONFORCING NALL BE CUT WHEN DRIWNG FOR � 1HRU-BOLTS. TYPqAL ' � 16 GA. CONT. TRACK FOR SUP � BY.. , ....._..:. . _.._.__�.. ` -._ CUFF 5EE ARCH DWG'S. TYPICAL .. .. .... ......�__�. 4 .. ' � SECT. O CONTRACTOR NOTE: �� ;. , .�. ,.� ,� \TDIN /.1/1 DCIAIC/1Df^�AI/! WI 1 , � . BE CUT WHEN DRIWNG FOR r , THRU-BOLTS. TYPCIAL ' • NEVISlD! + l�lE , � ' S E C T. � ���1' , , ^ w HAMMEL GREEN 6 ABRMiMfSDI D�C � \,__ ,� � � � / , ARCHITECTS 8 ENGINEERS OPENINGS IN FLOOR SLAB , , � ` 1875 LAWRENCE STREET � DENVER CO�ORADO 80202 I. PRIOR TO PLAdNG CONCRETE, OPENING SHOULD BE BLOCKED OUT AND V �p��Ty jT R uc � � ��� DEqC LEFT INTACT. AND TFM1T I AM� ° II. HOLES LESS THAN 6' IN DIAMElER AND CUTTING NO WEBS NEED NO 1 -/5 BOT. OF � � �2• 36• �� � �2• AT CENTER OF .A. TYP. ADJACENT TFE S A ff �DO REINFORCINC, PROVIDED 1HEY MEET THE 4 DIAMElER SPACING NOlED IN III. FLUTE dt 1 - - --- - . -- T . T . -- -'-- �� CL BEAMS �-� '--� III. HOLES CUTTING NO MORE THAN 2 ADJACENT WEBS FOR 12' MODULE � � - �� / EA. UPPER ��� �� 0 EA CU WEB DECK �SEE DETAII �B"� BR$ TOTBE MIN. ' � i MIN. � /s-�--(� FLUTE BEY�D �'- .-- -- - -� � i I� �� NFGISIRIRII�! M�a'Jb C�3679 Y A. ANGLES SHALL BE PLACE ON TOP OF DECK. w � 6'-0' LONG, ; ; ;, OPN G.(TYP. i I/ I ,a - - - ' : _ � ' ' __ _ � SECTIONS � - 8. IF DIMENSION A IS GREAlER THAN 4D1 4D2 OR 32 i VMiICHEVER IS L.ARGER. ; ' .' �+ �---- --- -------- --�-� --f. � �� i W8X10 ' I 6 TOTAL. TYP.� .. - . . _ . � ;� � . .:: - ,:�j:_...� ..,, - � -,.� .� �__:_:-__:_-_:,_. .._.�._;.�.;_��_" _� ------ - , , C. IF DIMENSION `B' IS GREAIER THANE I� N0�25 RIC32 N ON -- - - ! -.- - -----.-- ' - _... _. _ . ._. ... . . � THIS IS CONSIDERED F.� .�- : - :-.-_�-_-- - - -'- � $ - - - - N O T E S . . . __---- - - - I -- WHICHEVER IS� LARGER, THEN THERE IS NO RESTRIC110N ON !�- � - - �---------- �- � - - - �_ .._. ._. .-_ . - - � ---=_�� � -- - -�- -- .. „ _ . __M TO BE A SINGLE �- . -- --- ,. � � DIMENSION A . � . �----- � -- - --� -- ` - ------- ._ .:.: - -. . . ----- y , { � SPACING LESSATHAN � _... . .- -.. --. - .� _�- -- � X I / I D. IF DIMENSION 'A' AND �THE PENIN� GROUP WI�LL BE � CONSIDERED � �, . ----- ----- - - - :_=____-_ -__- ' - -- - -- � � �- - - _ -; -i-- _- -- _ --- � : ,-_ � I � ' \ �, � OR 32 i � i _ I VNiiCHEVER IS LARGER, ( AS A SINGLE HOLE. AND MUST BE REINFORCED AS REQUIRED FOR � � F ---.- ' �1 . - -- - m � � � � � 1 /4' ANGLE WELDED ` x, THE LARGER OPENING. (SEE 11�. � z�--------- �--__= IV. LARGER HOLES, RECTANGULAR OR SQUARE, (SEE DETAIL "A') 'I �_ - - --� �-' ----� - � _ ° fRAME TO MATCH � �+', A. IF 1HE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING � }--- ---------- - __--__-- � `� � �--__�-_� � � - -- - __-- � � � OPENIN6. LEG SIZE . UNIT, 1HE OPENING OR OPENING GROUP MAY BE CUT PRIOR TO � ---_-_� % \ N - - _ �TMT�SLAB 1388 - 002-(?Q . POURING OF CONCRETE. - - - � --_= -� _ ' WEB OF DEdC � � B. IF, AS SHONM IN 1FIE DETAIL A80VE, 1HE OPENING OR OPENING � -- GROUP CUTS 1HRWGH TNO D�dCING UNITS, THE DEdCING SHALL o OSE NG. - - � AS NOTEQ ' ' � NOT BE CUT UNTIL CONCRETE HAS BEEN PUCED AND CURED. - ___ FOR BEAM CONN. N; .;� ','•� C. ADD TUBES AND REINFORCING AS NOTED. ---- - - W8X10 10 - 13 -92 ' k D. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP - - " EXCEEDS 24'. (SEE 1� � J ANGLES MUST IXTEND I SEE SECT. 2 � . ^ ;r, V. LARGE OPENtNGS (SEE DETAIL 'C� � L7 3/4x1 3/4x1 /4 v3 WEBS PAST THE �' M � • ; . �� A. FRAME OPENWGS BETMIEEN PURLINS AND BEAMS WI1H A MIN. - � ,� IOPENING. TYPICAL � � " �� � ,-�x, o �S �.N.o. „���,� �.o«� �+�N� �,�E CONSTRUCTION DOCUI�E�'�5 .;` `- :' VI. AF7FR 1HE CONCRETE HAS CURED, THE DEpC IN 1HE AREA OF THE HOLE ADJACEIVT sH�u.� eE R�ov�. To �►. cuT�-�a � �2 �> > /2�xa•x� /s� s� TueES , wEe, (7Yp,j • PLACED ON TOP OF DECK. . DETAIL " B " DETAIL " C " . DETAIL " A " � � • � . ' _ c�Mee�-w+o�stx� ,�. .. . w,. . .. � ; - :v, r •."r.':<,'k�v•w.q :;'�.w.; sr � �, ' •i � ��' , `3 � , . � " , r ' , , , r t, , ,,.� . . . , K._ . . . _ ..�-� . .�._... . . . . . ' , . . . . . , . . . . , ' r . ' , ' ' .w .: . n ' r. . ...+�"f.^,7.s«m�'ar� .h � ..� � , . .+r � . n . "r`' t ' ..k . , .+ yt . , . . , , . � � . , , � ��T , � . , . , , . , , , . , . , .r '� '; � . ," , ae,,�'.L ,r � ,e' ."y�'� � - , s . .'�, y� . r'21 < r'�f yu , u' , , � � rs .� • x,M d .. ' , . . � . . � . . . . , r , , . . • . . , . . , , i ' , � � ' , . . �5t�+ . ' 'i�Af � i va, .� j'* �.rV{�����j�i. •0. b�, b ��S n�, A�a�t� �y^+�y�,_ Y . , , . . , . � , � , ' . ' ' • ,. . �� �+, 7ry ` ,, � � . ' , � ' ' , ' � , . j � , i M ^e �i ' � .,i�'�� �, ,��1 •a � �o,�.;. . G;Y. � , • , " , .. ', ' _ ,�,e� « . , r ,a, a . � . � � � � , � , � , �";ii+ '' ,.L����.Y�k. � . � ' , . r . � � ; a�.:w..»F'''' � �C . il �. ' M '� � ,A . � , .< . ,. h , "� ` :: ' ' . � LEt�END FAN COIL UNIT SCHEDULE ' � ': , . .r>�s � �,r ;t , !"'� ,an - ,. � fAN QATA COIL DATA . y,� •w'� � PdN7 Of CONNECTIdJ, NEW TO DOS7ING '�" HS �� HEA1piG WA7ER SUPPLY PIPM16 , f «�* �r EAT UT WATER �� rcr , � � � ,• , DESIG. MFR. MODEL ARRANG. T� pA ESP RPH �� SEItVICE •F •p �f •f 1ABFl GPN CONTROL REMARKS F�{ '`� �h�� . QiF� tEW � � ►p= � � NEA1NiC wA7ER REIURN PIWNO P.D. � a, ' • 1130' O 8150' MfATTS D8 WB DB WB W C, ' „ f, : �r+,� ,a�.�; '` �. " .Y;.. ,y '' ; ' , " g;�,, ,� � ,�' ;:+;; , , �. EbS71NG �� S FEAIUiC OR CHIILED WAIER SUPPLY HFATiNC 72 -- 131 -' 18.3 -- 1 .5 S' xs � . . � �* �,� . r±', : . � „ � SEE ,� FCU-3 AIRTFiER1A F VERTICAL 3�0 0 0 950 75 . r� K � �' (Ih IiEi.00AIE � � R � - HEAIWG OR CHd.LFA WAIER REIURN COOIJNG 7S 56 53.4 48.5 5.1 -- 1 .8 5' SPECS. �A , i,: ,� � ��: � ��;;�:s:, . . , .r�' . � , r� .i' : �,wk .� .:�K, • A.l. ACOUSTICAl1Y UNfD WCTNIOkK CN � CONDENSATE PIPING HEATMIC 72 -- 125 '- 24.9 -- 1 .S S' SPECS. � � � � " '� � ,� !' ���' ~�: ,'���'���` Y 'Y � ' *' M �` r -� FCU-1 NRTHERM F VERTICAI. 523 0 0 950 80 �� ,r ' , �; ' s �� s '.' ' -- . , . *x. � 1MER11pSTAT �� F FlRE SPRWKLER PIPING COOLINC 75 58 34 48.5 9.8 2.6 5' � • • ; .�� �;. f �Z '. ' '"c . .� :' ;i. : ., y� . s a 1. MEATINC WATER CAPApTY BASED ON 152F, ENR. S. PROVIDE 3-SPEED PSC MOTOR. m e. � � a �. ' � , .� '' .1�" �� �� � o �t � o,� � � Y�.� KEY NOTE3 � � �M� �, 2. CHII.IF.D WA1IIt COOUNG CAPApTY BASED ON 45F. EW�. B. CALOR TO BE S0.EClEV BY ARCHI7ECT. � s+ ` �'.sa. ��;'rc , , • 1 PRO�ADE MITN hWAY DOUBLE DEFIECTION GRILLE. . „ y BIALDq�IG ORAIN PIP�iC 4. 2-PIPE CHANGE-OVER SYSiEIA. • •^ ,t �,e �� y, { �' � , , � , . ,3 .. � �-� Fl� �,►, � ---�--- �� � � �� 181 West Meadowv , �;"���' � . .:�' ; � �� e �!� s�aE u+e sP�-e+ �n� ►�w --RRa.- rtooF at� �rwc QQ �ov� Flw+EO nee R�d�noN �eov� caur+c. ,• "' � , J � ,� ' �. ,.`� `, , . � � ..;, _ .::+� ;, :,.. x'` ; � 2O REMOVE AND RELOCATE EXiSiING TNERMOSTAT. � ,, „i : �. ., ,,;r . n ; � Va if Col or4do � � . 81��� . s��w � .��� . . *� ,..� �: ��y� Q3 REMOVE ANO RELOCAlE E%ISTING FAN WIL UWT. �,., .:; _t „ ,:. .;G;q � ; . er„#. � � MANUAL VOIUUE DAMPER • NEW/RELOCAIID PENDANT SVRNJKLER NEAD ,. ; p` , , `R,, ��k, " �":ua� .:� ., , ' �"�.`. .' � NRWNC VANES IN Dl1CT EIBOMI ° OOSTINC PENDANT SPPoNKLER HEAD ' �:, . : . = ' , ."r� ' �� �+ .. F��� , ' ' .. , , :. 'r , rnM 'i . I s��� ��:: �� S . M . AD I� T a , � .� � �� i�' . � SINCLE LME DUCT TRANSIiION RELOCAIE OOS7INC PENDANT SPRINKLER H �"' , � ���+ � . . �.�. a �,� �T . w� �T 1 2 2 . 7 3 - , �. �. � .�:. ��; . � : & ALTE RA� �� � �y � � � � `�� ,a . �� '��r?� ; #�..i��* � ' „ u� ' ; ; � ' , ., � S'� � � y� ^a „ . ' . ' . i � ' ♦ , . 4 4 ST A�� � � . ( , I ( I���A�rll� . ��� :,+V�� + . � , .: : �r { f,.- , _ _ -- , ; , � - ------- -, � CONSULTANTS: " �;`� �� : � 9 ' � y ' � ,� ...... �-.._. � .. t 4�/ � N'i'V a . .�.�� .� �iW _..�..� , . , ��� �... ., ,• �..�Y"�. �� __ _ � _ � r ..'r ._.� xa. ,�,� '___ . ....., >' .... _..._.. . ----.� .....: ' , _ � µ,r. , . - F ; . _ .. �� ' ;r� _ . _ .. , - _.. : - - . .�.� _ �:�-. _ _.... STRUCTURAL: ,� y � : �._. _. . _ . . . ,, .. u � ,�- ..� ��.� �- - .�: , . `rk ` .)( ��.' ' . ; : f fl � . ' I ' , � � , � ��i� ` '�° � ' ' BIERBACH CONSULTING EHG��IEER'S ` ` t, � j , � � ; { x , � ,k' . 5707 W. 6th AVENUE :.,� :. �� ,:^. ; ' ' '� , x 7 ; , *�.r `� --�; DENVER, COLORADO 80214 , � ' , «s � 1�14TEc , �----� `- : ii ,r_. .�..� ...� , •�._. _._ �:r '' '--� �� , 0 233- 5838 . �*'�w�. � a � , � ,� ( 3 3) f � � r "• x _ , i ��� ` , , SUPPLY PIPING CONNECTION � _ ' , :. ; ' � ` ; �j-, ''�,+, � «+� ' , " � + --•, MECHANICAL & ELECTRICAL: • �� ` " `''�:';� , � + ,;;: . SHALL BE ON IEAVING SIDE _ `"" . _ � � " ' `` � „ > ,�' '� r oF coit. L�; , .... . i � {�~ 1 � � � I � : M ,. .,� i � CATOR, RUMA Ec AS50CIATES, � CG. , , .; > ',��r. `:. ° - � +�:.,. ..._ . . n�. - - : I ' ; I , L`' � '-.�; e� ' ' f � � � 1550 DOVER STREET ' �,� ;��"�'' r ";� �] ' � - � �1��_.�.�.�'� � �; --� ___ �----- ,._.Y'�_._____ LAKEWQOD, COLORADO $0215 � '� F�r ` : (303) 232- 6200 � � � . .� ��_' � ,�' �� KEY NPE 1 2 2 . / � � ' �. -- t ,, ; '' � ''� ° MA4JUAL A{R OOUBLE DEFLECTION ' � _ � " _ ] 2 CAP CN AT fLOOR ' � �• , ,'����" • 4'I VENT DISCHARGE GRILLE I' � - , , � l BE�ow °�`'" �,���, �. ti �, - - _ HeariNC coi� i � i ; , ' ` - HR NS �� ; LOCATION � � f 1, ,� ;� . - ; � � - - - - i � ! I � � - -��,��- - - - OF WQR �, . ,,��� . ,., ph � -- - - - - - - - - - - - - - - � x .. � , , ; � � s K � . , � I� R � �� ,, ' . � "-7 � ,...i.... ._i.� . , _ �.... . .-�.�a , .. m::: -...._... '.."'a� . �34� � ._. HORI2 -__:___� _._. � _ _�....�.__....._ .,_._�_. �,.._,e - . _ _ ..._..._... r �_'_�'�- _ �� � ' ^, . " ,. .. , ,. , . � R E - - ^-�-;- ' .� ,.��_.,..-,,. -- - - - - _ . ,..._ _ � _ _ ... ._ _.._...__ _ ___:: *.., -- - - ---- _. . . A CIRCUIT SETTER ( �_ I � 570 CFlA • 1�0�. 2.S GPM, 1500 RP11. i/25 N.P.. � � - , � � + � _l ' � . i.LI1 r i �, � .. . E � .� ., � 1 _ _ r _ _ . _ .. . _ .� . v . � _.. _ 3 � ° , . , � . ;,: " BALANCING VALVE ' fAN COIL '. � Ewr. = 1 +k MWNT AS HfGH AS POSSIBLE i { i ��., r 5� ;� t�7 � � �, � i ii , �,, r� ., a PIT �� UNIT i � ' 1 ; , ' ' � � � , � � � i i�' �i� �b ,� �"� `, i4'S ANO R UP i ! I � � � � / .. � + ��,;, � � i � (E�? VALLE CAP � ' I � � ,:,.�- I �, r �_._i . �'� , ._..:�.. _ -� / � ' . ? `*� :�% 2-WAY T.C. s � � ,'. .� �� ' �pw �, - di � ` . 1. TM RN� " . .�- - ' . -�- y _ , � F .�unx� _ T E t. <.. i u P .:---� DRI PAN � "TSa. ��V _.A .. _. .1�.� , V�� � { � ,_... �. .. .-.._...._.__. ..._.. .._.._............. .... ._..._................ ... . ............ .. ............ .... ... .. . ......._.., r.++� ' i : ��._.._. 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' . �'_ � ' . , . : �, � ; MECHANICAL & ELECTRICAL: �, ��'� � • ' � - r .F �'� ' ' CATOR , RUMA & ASSOCIATES, C0. .,�r; ,��� r• = i 1550 DOVER STREET - �. .�i '*S f ' � , i i — ; : t ���. , `� "�� ^ LAKEWOOD, COLORADO 80215 = `� `�h'+�' f �' .� _ 41 e M:� � � �" � ' (303) 232- 6200 " �`� ' K,�Mi.� . I " 4 _�.e � ` � :K. 4 �� ' * @ ; . ' "�.. � '� r r � '�` . :e".p a . � '...,. '"., � ` � . i� . �4 , , ,,... ,. , ..,.. � �. 4 . � ... ... . .. � ..... ...:.. , � W : _ . _., . �. ��i..�:� W .._.. . . :: _ _ __ . _ . .�- - - - ' »'-�= ATI N A: - __�: . _._ .. � .___._...._._ _ + LOC 0 ` . •�-- - - � �� ,� �„ . � �. � �, OF WORK w� � ' � `r4' v ; ', � �� ��� DETAIL NOTES THIS SHEET � ��., � � � � � � � . ' � � A F � , ;'i" ' ._ ) _ , � ' _ . _ '— °,: „';' - ' „� ': , , ; .. � .�N '"�'� y�.: 02 O�EXISTING OASPNCI C'UTUBREAK R IND�P E�L INDICATED. PANEL D l, � � ._ -.. _. . __.. _. . . _ ..... ,,.. - - ,i. � _. 4 ,� r j • � Y, O �.;1z ' , } �. ._..__.. ,,,.; _ � . . . � � .. . x ' ,� , O IS AN EXISTING 100A- 120/208V-3o -4W PANEL WITH APPROXIMATELY � " 1 ` y* w ,��` 70A LOAD. NEW LOAD ADDED IS APPROXIMATELY 830 WATTS (7 AMPS). � i i , " " ;, ' � � :, ' ; PANEL IS LOCATED APPROXIMATELY 50' AWAY IN EXISTING ELECTRICAL � + ' �� , . ROOM. I ' • +.����>:; :5' \ i , ,. � , `ti � . . . � �., , . d �,� � �,r`' 03 PROVIDE NfW DEVICES TO MATCH EXISTING SIMPLEX FlRE ALARM SYSTEM, ak .,»„ . CONMECT 70 EXISTING AREA 20NE AS REOUIRED. VERIFY ZONING WITH �'� ; KEY PLAN ��� � ' «;:x . . ONMER. '',� , , ♦ dM1' �. , � v. ' � ', �4 W �; � �. '`, ,. ���N� ; . �' i �. �� ; �5 �' � � � ' GENERAL NOTES � � � ' � ° ����' � . _ �. _ . � .. _: . _ _ �_ . . �. . _ _ _ _ . . _ _ � . ___ . . . _ . _ . ._.. _. . _ _ _ �. _ _ _ _ . �, � , ,, �`� �;�'�.,;; 1 . MAINTIUN CIRCUIT CONTINUITY TO ALL CIRCUITS LEFT REMAINING AFTER ��� ` `' � " * ' ` 2. VERIFY EXACT MOUNTING LOCATIONS WITH ARCHITECTURAL DRAWINGS u ` __. ._ �,,\; , . , ._...._ . . . ,.., . .. . . _.. .. . ,. ���, � �. . . ., - - _ " PRIOR TO INSTALLATION. COORDINATE LOCATIONS WITH AlL TRADES � "' ` � 4 " . � , I TO AV010 CONFUCTS. � Yu ,^ 3. REUSE EXISTING CONDUITS AND WIRE WHERE P05SIBLE. 1 ELECTRICAL DEMOLITION PLAN ;; � �.; ;a;; 4. REMOVED ITEMS ARE TO BE TURNED OVER TO OWNER FOR FUTURE USE. 2 . 1/8' = 1'—O' NOTE: ITEMS SHOWN ARE TO REMNN UNLESS OTHERWISE NOTED. ;;.;�u � •• VERIFY LOCATION WITH OWNER FOR STORAGE OF REMOVED ITEMS. , M . fl y�`�' � *;`��� W#: �' ,:M � . � _ �,� ` `.�' x•,. s,� �.^'�`+ s� ;�i . ' , . . 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ADDITIQ �T I �� �� �'�wj ' , �� DETAIL NOTES THIS SHEET � �C ALTERATIC) N �:� . d . � � 01 RELOCATED OEVICE. RECONNECT TO EXISTING CIRCUITING UNLESS '� ✓ "� ' � OTHERWISE INDICATED. EXTEND D(ISTING CONDUR AND WIRING AS " ., �? , '"�; RE°u��°. CON SU LTAN TS : ` �e g "' ,� Q RECONNECT RELOCATED SWRCH TO EXISTING ROOM LIGHTING CIRCUIT AS „","' � SHOWN. REQORK DfISTING CONDUR ANO WIRE AS REQUIRED. STRUCTURAL: k �^� � s��� ,V Q TO EXISTING 20A1P CIRCUR BREAKER IN PANEL INDICATED. PANEL IS AN 1 2 2 . 7 3 BIERBACH CONSULTING ENGINEERS �" EXISTING 125A, 120/208V 3r 4W PANEL WfTH APPROXIMATELY 31 AMP 5707 W. 6th AVENUE <� ��� , LOAD. ADDED NEW LOAD IS APPROXIMATELY 1620 WATTS (6 AMPS s coNNec��). DENVER, COLORADO 80214 ' : ! i ( 303) 233- 5838 � ' � , �.�" "�� r` ' QQ TO 20A1P CIRCUIT BREAKER IN PANEL INDICATED. PANEL IS AN EXISTING ; i "` � �, �' 150A. 120�208V� 3r � 4W PANEL WITH APPROXIMATELY 50 AMP i..� L'�' .._? � ! � ,_TT.' � r f ' ( \t � ' y E N A L • �' " �,';'� LOAD. ADDED NEW LOAD IS APPROXIMATELY 4000 WATTS (33 AMPS " -u-•=-..._� � M CHA IC L de E ECTRICAL. � ' ' CONNECTED)• � � "'?' - :� - • . - - , �.. '-: .____:_ « c...—:—�.. . .� _ .�.._:. ._ __� _ ._T 550 DOVER STREETSOCIATES� C0. � � � ° � PROVIDE ALTERNATE PRICE FOR THE FOLLOWING: I � �' 7 � ° ' EXISTING PANEL ' L18" TO BE REMOVED AND REPLACED WITH NEW t00A � i � E� , ' ! LAKEWOOD, COLORADO BOZI 'rJ ��; � ' MLO, 120/206V, 3/ , 4W, 42—POLE PANEL PROVIDE ITE TYPE S- 1 ' � � r .;�; I (303) 232- 6200 � � , FLUSH MOUNTED PANEL TO MATCH EXISi1NG TYPES. PROVIDE PANEL ' � ` *- � �� p WITH (42) 20A1P GRCUR BREAKERS, COPPER BUSSING. RECONNECT TO , � � / FAN WIL uVN7 � ' ' '+� * ' � � ,. °:� DfISTING PANEL FEEDERS AND BRANCH CIRCUITS. PROVIDE NEW PANEL . .. , . .. .. . � *�»"" -= . ;; ..�� . _.. ---�'*' _�_ .... ': .. � .:__ ._ . _ . �---'--+., — t.� -._ -" �#_�; � : E t. . .. ._._ � � ... , � _ .. __ . _ .... � _ . . 't - LOCATION � DIRECTORY. �`�.� �..:._ ___.__ .. _... . ,. ��� `� �� _ _ _ ` _ „ t l � a ,,'�' OF WORK " �, �.� OO PROMDE NEW DOOR HOLD OPEN TO MATCH EXISTING SIMPLEX FlRE ALARM � � � � _ �• � �r�� SYSTEM. CONNECT TO EXISTING DOOR HOLDER CIRCUR AS REOUIRED. � M , ' "� VERIFY ZONING REGUIREMENTS WITH OWNER. I ' �... ' . � „ " � � , tt � � � r- - rs::.. _.. '�.. _ ,d f .� �> .: � � EXISTING RECESSEO FlLM ILLUMINATOR JUNCTION BOX TO REMNN FOR NEW i . / � t– T- .1. 'L -.. , � • � ,p, FlLLM iLLUMINATOR INSTALLAi10N. VER1fY INSTALLArON RE4UIREMENTS. ,t -'" – _ _ �--�—.. ";----! . _.;-- -' � Q � . ______�. , � _ __ ._-_._�— x'� + < ,: , D .� __� - ____, � _ , � . � �_.. -.rL-�- .�r.. � .. a�,. b RECONNECT TO DfiSTiNG CIRCUR. �._ _ — _ ,..__.- -- - . --- . .. ,. __ ._._. ,::� . 1 ��"w �4 '' � REMOVE DfISTING DUPLEX RECEPTACLE AND REPLACE WITH NEW FOURPLEX. '--•� '-� ,�� ° `"�j l "�' «'��}W , PATCH WALL TO MATCH EXISTING AS REQUIRED. RECONNECT TO EXISTING + `=�`�j ; � `�' � + � � ; CIRCUIT. ` i ._ i � ,E x ' " '�.� i . .. . .. .. . . .. . .: �.... ... . . . _ , _.__. . _ _ . ._. I� . � �" 4;. , : . . � PROVIDE RECESSED flUd ILUMINATOR. VERIFY INSTALUTION REOUIREMENTS. � i I � . . .�___' f_.{ _._ ._. __._._ . _., .. ._. � _.___ ...__.... • • • • . 4� �; ��b�� CONNECT TO EXISTING CIRCURING AS SHOWN. VERIFY CIRCUR CAPACITY. � � � * , . • � � � ,J �' � RELOCATED RECESSED FlLM ILLUMINATOR. VERIFY CONNECTION REQUIREMENTS. '1 �' ( +r4�' �" '� � KEY PLAN ' �,, � �;' � ; I I � ; �' � a��$., i � -�- r._...,. __^ r � , � , , � �_� � x�;:. �� ��� . 'r. � ' .+ � I L/ � ! i � p, . ; � , . , ' � � _ __� . � - - --- - - ----� -- ; i , « ? ----- _ . ._ ___- _ -�---...... ... _. ..... . . _ . .. - - � Glr-a��+v eox '� . .. . �_ � x GENERAL NOTES � c _. .. . _. F . � , � i , ; , ; " ' 1 . MNNTNN CIRCUR CONTINUI'iY TO ALL CIRCUITS LEFT REMAINING AFTER y- �`� ..», � ' � � ` DEMOLITION. � '_..._._... ..._ ... .... _,.,.. � :, ._ .__.�. . ....... .. . .... . ........ ... .. . ...._.. .. ,,.. ... . '.._. � . f . 1. � g �- , . � - , �: �-- , = a �- � � , ,: � . . _ . - - - - _ _ _ .. . _ _ , 2. VERIFY EXACT MOUNTING LOCATIONS WITH ARCHITECTURAL DRAWINGS ' " PRIOR TO INSTALLATION. COORDINATE LOCATIONS WITH ALL TRADES TO \`� , ` �. � n AVOID INSTALlATION CONFLICTS. 1 ELECTRICAL DEMOLITION PLAN F�` � F 3. REUSE D(ISTING CONDUIT AND WIRE WHERE POSSIBLE. 2 1/8 1 -0 � � � t' � s��r' . _ , . ` "` ` 4. REMOVED REMS ARE TO BE TURNED OVER TO OWNER FOR FUTURE USE. ,� � VERIFY LOCATION WITH OWNER FOR STORAGE Of REMOVED ITEMS. ,.,* `" , 5. PROVIDE 3/4' CONDUR TO ABOVE ACCESSIBLE CEIUNG SPACE FOR �'�� , "w ,� +� � EACFi TELEPHONE AND/OR DATA OUTLET. �±�K' ao�`���Q,Q.Op��REG�sj����� 1 � . � �a O r' p. �l •. 'c '. 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