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HomeMy WebLinkAboutVail das Schone Filing 1 Lot 1 (3) WEST VAIL 2271 N . FRONTAGE ROAD - VAIL , COLORADO * ADAMS B - 1016 E AR��\�q�D •V' 1 MATERIALS LEGEND 2 ABBREVIATIONS 3 REFERENCES LINE REFERENCES PROJECT TEAM INDEX OF Di,�.AWINGS ■ ry' 6 AND SYMBOLS ee2e6 PROJECT N0. � A.F .F . ABOVE FIN15H FLOOR ® 6LA� . AT I � ROOM NAME -- - - - -- OWNER UST BANK OF VAIL ARCHITECTURAL ANGLE EQUIPMENT N.I .CJB.O. - - -- 17 VAIL ROAD INSULATION (L005E OR BATT) B.O. BY 004NER /// - - VAIL. COLORADO I - - - - - - - - - - - - - - - - - - AO.O COVER SHEET, CODE INFORMATION, DR SCHEDULE © CONTRACTOR INSTALLED EQUIPMENT FURNISHED BY OWN It 111 HIDDEN LINE AO. I PHASING PLANS AGOU5TICAL TILE CONTRACTOR TO RELOCATE AND/OR INSTALL AND CON CT DAMS PARTNERSHIP, P.G. ARCHITECTS ALL SERVICES. E L I I/4' 15/4' 15/6' ARCHITECT ITT5 ,HERMAN, SUITE 5100 AI .O DEMOLITION 51TE PLAN ® INSULATION (RIGID) CENTER LINE ROOM NUMBER DENVER, COLORADO 80205 ALI DEMOLITION FIRST FLOOR I°LAN IM. DIMENSION DIMENSION LINE AI .2 DEMOLITION SECOND FLOOR FLAN ® ELEV. ELEVATION AI .3 DEMOLITION ROOF PLAN W00D , (ROU6H) FL. FLOOR CENTER LINE 5TRUGTURAL INA, INCORPORATED AI .4 DEMOLITION EXTERIOR ELEVATICINS F V. FIELD VERIFY REFERENCE LINES ROOM NUMBER CONSULTING STUCTURAL ENGINEERS WOOD (FINISH) HC. HANDICAP _ - MIN. MINIMUM - 1519 SPRUCE STREET AI .O SITE PLAN, LANDSCAPE PLAN EET NUMBER ELEVATION REFERENCE BOULDER, CO 80502 MAX. MAXIMUM p00R TYPE A5.0 FIRST FLOOR PLAN, INTERIOR ELEVATIONS BRICK N.I .G. NOT IN CONTRACT ( yl VESI&NATiON - - - - - - A3.I SECOND FLOOR PLAN EQUIPMENT NOT FURNISHED A5 A PART OF THE �/ RE , I -A5.0, 6/AO.D PROPERTY AND BOUNDARY LINE MECHANICAL THE BALLARD GROUP A3� ROOF PLAN IHR METAL STUD PARTITION CONSTRUCTION CONTRACT. THE OWNER WILL FURNISH, 5E r (�_q4 2525 5. K40 HORTH TING ENGINEERS IN PLACE, AND CONNECT OR WILL CONTRACT SEPARATE i- I I I - ^ ]5]5 5. OD, RTH BLVD. A4.0 FIRST FLOOR REFLECTED GEILIN6 PLAN TO HAVE THE EQUIPMENT FURNISHED, PLACED, AND UTILITY, ELECTRICAL, AND TELEPHONE LINES LAKE WOOD, CO GO 002211 CONCRETE BLOCK CONNECTED TO SERVICES. IF ANY, �/ WINDOW TYPE -, N.T.S. NOT TO SCALE A4 .1 SECOND FLOOR REFLECTED GEILIN6 PLAN GYPSUM BOARD O.G. ON CENTER ( .h DE516NATION ELECTRICAL R J McNUrT AND ASSOCIATES, INC. 1..�. n �/ RE , I -A3.0. 6/AO.O P - POWER ELECTRICAL ENGINEERS A5.0 EXTERIOR ELEVATIONS RE: REFER TO OR REFER FROM DETAIL NUMBS 1015 5'tth AVENUE COURT, SUITE 202 � + ® PLYWOOD DETAIL ROUGH OPENING DETAIL REFERENCE DOOR/WINDOW T - TELEPHONE GREELEY, CO 60654 Ab,O BUILDING SECTIONS W ' R. RADIUS A6.I BUILDING SEGTION5 REFERENCE ° SUM. SIMILAR 5 - SANITARY SEWER DAVI5 PARTNERSHIP, P.G. ARCHITECTS A6.2 BUILDING SECTIONS PARTICLE BOARD LANDSCAPE TYP TYPICAL 11115 5HERMAN, SUITE 5100 W/ WITH 9.22 W - WATER DENVER, COLORADO 60205 A.6 5 BUILDING SECTIONS '^ ° VJ w m E.W.G. ELECTRIC WATER COOLER A'1 .0 DETAILS ° F.H.G. FIRE HpSE CABINET A'1 .1 DETAILS W FD. FLOOR DRAIN 6 - 6A5 SECURITY ALERT CENTER J U < EQUIP, EQUIPMENT 2 5800 5. QUEBEC 5T. o G6. CORNER GUARD EN6LEWOOD, CO. 60111 ■ J M.O. MASONRY OPENING STRUCTURAL a u RE : SHEET A E FOR INTERIORS MITCHEL PLUS AND ASSOCIATES, INC . SI .O FOUNDATION i FIRST FLOOR PLAN / SECTIONS MASTER KEYNOTE 455 SHERMAN STREET, SUITE ISO 52 .0 SECOND FLOOR FRAMIN6 PLAN / SECTIONS DRAWING TITLE LIST DENVER, COLORADO 60205 55 .0 ROOF FRAMIN6 PLAN / SECTIONS > KEYNOTE REFERENCE PARTITION TYPE 54 .0 GENERAL NOTES / SECTION5 ^ : 1i o MECHANICAL - DOOR / WINDOW TYPES CODE INFORMATION M- 1 15T FLOOR HVAC PLAN T 8 M-2 2ND FLOOR HVAC PLAN 1 PLO PLUMBING FLOOR PLAN > (n . 11 Lf DOOR SCHEDULE CODE : 1991 UNIFORM BUILDING CODE ELECTRICAL " in m g'-O" 1994 UNIFORM BUILDING CODE 3'-O' RE : PLAN ACCESSIBILITY CHAPTER II E2 .0 LIGHTIN ■ G PLAN TS PLAN u W ry Room Door Frame 1994 UNIFFORDMI PLUMBING CODE E3.0 POWER PLAN Room Nome No . Door 512e T e Detoll Remarks 1994 UNIFORM MECHANICAL ODE E4 .0 SCHEDULES, DETAILS W O ALIGN WINDOW FRAMES r - - - , r - - - yp CI% W/E.LF.S. REVEALS, P 1996 NATIONAL ELECTRIC ODE E5 .0 ELECTRICAL ONE-LINE 0 " E6 .0 SECOND FLOOR, DETAILS 1991 NATIONAL FIRE CODE ry d I I I I Vestibule 100 Re : 8/AO .O IA AutomotiG sliding door o '0 =s 1 I I 1 TOTAL OR055 10,490 S.F . H ,� " I I I I b Vestibule 100 Re : 8/AO .O 15 Automatic sliding door SQUARE FEET : THE FOLLOWING DRAWINGS ARE INCLUDED FOR w B .O . SILL I I I I „ TOTAL BANK 2,620 S.F . CONTRACT NvIY qap 01 T A PART OF THIS 0 I I I I ATM 101 3 '-O x7 ' -O xl - 3/4 4 5/A7 .0 5QUARE FEET : e.evvelloome�nt t' -9 5/ -9 5/8 ' 3'-9 1/2' 4 5/ -9 5/ L . 15 , -0 'I I I 1 I I I I I INTERIORS vlir Hearth Storage 103 3 '-O x'7 ' -O "xl - 3/4 4 5/A7 .0 OCCUPANTS : 26.20 PER50 21 Q " 12 -0• W FRAK L _ _ _ J L - _ _ J 1 - 1 .0 FLQQR PLAN„ELECT. LOC . PLAN, FURNITURE PLAN n -2.0 INTERIOR ELEVATIONS, DETAILS 12'-01/2' FINI5HEDOPEW15 CoSh Vault 1Oq 3 '-O " x7 ' -O " x1 -3/4 " 4 5/A7 .0 OCCUPANCY : B 1 -3.0 INTERIOR FINISH PLAN-, -INTERIOR FINISH SPEC .5 ■ O O O MWI MILL-WORK DETAILS w � ; 1 CONSTRUCTION s-N O o Janitor 110 3 '-O ' x7 -O " x1 - 3/4 ' 4 5/A7 .0 _� 1-314" WOOD 1 5/4 ' WOOD 1514 " SOLID TYPE : 3 PANEL DOOR 1 6LA55 DOOR ORE FLUSH W EleGtriGAl III 3 '- O " x7 ' -O " xl -3/4 " 4 5/A7 .0 Vaumty of Permit HARDWOOD HARDWOOD HARDWOOD HEIGHT : 35 '-0° TOP OF PITCHED ROOF Sec 3C;3 (c) 19 U 6 C VENEER VENEER RE : VENEER 0#1 The or granting of a permit Or 3W) cdr - - < Q � � ❑ j it RE : INTERIOR INTERIOR DW65. Lounge 112 Re : Interiors 11 .0 2 RE : 1 - 2 .0 See interior detolls soerpifica1ions shall not be construed to 0 w DW65. approval Of, any violation of any of the prov,bla:. j rrP mommmmm or of any other ordinance of the jurisdication. Women 113 3 -O " x7 -O " xl - 3/4 ' 2 RE : 1 - 2 .0 See interior detolls _ _ � ' VICINITY MAP a permit based upon plans, specifications and other nisi:_ not prevent the building official from thereafter requiring : :P 12'-0' wN�WF Men 114 3 '-O " x7 '-O "xl - 3/4 " 2 RE : I -2 .0 See interior detall5 NOT TO SCALE m-momn of errors in said plans, specifications and 0I 3 Q 12'-O I/2" FINI5IED OPENING NOTES : / o {- I . ALUMINUM WINDOW FRAME TO MATCH Conference 115 Re : Interiors 11 .0 3 RE : I - 2 .0 See interior details I:+ATE: � y STOREFRONT SYSTEM, TYP. FOR BC . 66 PROJECT TITLE ■ m 2 . ALL WINDOW FRAMES AND AUTOMATIC DOOR FRAMES NIX READ AL N VERTICAL DATE 8-20-97 OD GC GNpMO SHALL HAVE A "KYNAR" FINISH. WINDOW MULLION5 INTERSTATE GREEN, DURANAR LC 051524 3. ALL 6LA55 In INSULATED FLOAT 6LA55 U.N.O. PROJECT O SCALE A3 NOTED Q ELEGRONIG MOTOR SITE CD G1D AV 5EN5OR DRAWN Br I ac•ED. BY CD,KS T T T T MOTOR HOUSING _ a ' � :q I ' ALIGN WINDOW FRAME5 REV. BEYOND ;� ❑ ❑ ❑ a W/EIF.S. REVEALS, TYP. I RV b SLIDING SLIDING n Ea Eo N. FRONTAGE ROAD RED TYP ALIGN WINDOW FRAMES O ALIGN WINDOW FRAME5 O CAME AOO W/E.IF5. REVEAL5, TYP. CIS W/E.I .F.5. REVEALS, TYP. a TYP. �� r I INTERSTATE 70 DRAWe1G NO. 4 T .O . SLAB TYP 5'-0' D'-o' 9'-0' 31-0' EL . 100 ' -0 " IT ° 0 B .O . SILL B .O . SILL AOmO 12 0" DOOR FRAME L . 115 ' -O " 1 ' 4'-0' 4'-O' 4'-O" 4'-O" 4'-O' I L . 101 ' - 10 " 4 5/8 3'-9 1/2' A 5/ f 'I Tmn Of VAVK I2'-o I/2' FINISHED 20' 211 OFFICE'COPY III INIINnlllll III IIII nil Iii 21 OPENING 8'-O 3/4' WIND OW AUTOMATIC BI -PARTI 6 D1 OR5 KeREAKAWAY ^ FRAME O • w r s R e - o o EMERGENCY FRAMES, MAN DOOR t O NORTH �� ��� � � O I " INSULATED SAFETY GLA55 ka MENOMINEE I . 2 3 4 5 6 I °I I -- r-r IJI r- - -- - ---- -- ------- --- - --- rl - ,- ----- - ------ - � : ------ - -- - -- --- ---- - -- - - - - - -- - ----------- 1E u A A t II pf CO(�9 q GARY M. I ADAMS i B - 1016 88268 (n • „ I f i PROJECT ND. 1 fl A EXISTING RETAIL OPERATIONS n L. PHASE ONE i PHASE ONE CONS RIUCTION n 0 L- I I e 7 L n 0134- t- - - � ® ® I Li. n V ry O Zw m O a U X . . o PHASING PLAN 2ND FLOOR °- DRAWING nTLE d W a. o �. o W C ITI � I rrnn _ W ' T , 11 Z Z YI uI N < ii I ! W I ' n PHASE / a - . .. L.' I ONR I �I4AM I i R ONE 01 PHASEY L EXISTING BANK OPERATIONS 4 WILL CONTINUE DURING - - — — - TWO PHASE ONE CONSTRUCTION c — - _ - • • PROECT nTLE ■ DREAVTE. - 6'82�0'9r7 SCALE DRAWN Br CO. GF. .AV 'ED_ By kA� REV �. K3- REV. t- CADFILE A01 I I TEMPORARY DOGR TO BE - I �I USED DURING PHA TWO II f CONSTRUCTION I DRAWING N0. TO6611 of ,OFFIGF CONY A U . 1 PHASING PLAN 1ST FLOOR pi C0109q COD GARY M. ADAMS Q� Q� 50D B - 1016 O� O� 2 COLORADO �S ARCS\ j" HIGH RVGE I COLORADO 99285 &x"a / V/ ^ P� \ BLUE SPRUCE PROEcT No. 8' HIGH CONCRETE LK L� ~ !` I— L PRESENT EXISTING m J G LAN05CAPE IN TH15 U y 50D S�J, AREA Z ^ \ _ < f ; �� S�• EX. ARKINO LOT TO �y1• W ■ -k CBE RESURFACED PER � NEW CONCRETE 5TAIR5 TO MEET J / EXISTING PAVING `� F A REVOCABLE RIGHT-OF-WAY ` TOWN OF VAIL EXISTING GRADE AS REQUIRED ow TO BE REMOVED � PER`M' IT :VILE BE EXECUTED BY O� � / In" ^ , >> S'DEWALK d STAIRS FRSBANK FOR PARKING WHICH ��, \O / STANDARDS EX WOOD J J�j ^ui js TO BE REMOVED E"1GROAGHES INTO THE RIGHT-OF-WAY STAIRS �s 0. �' o < Z _ EX. CONC. RA � ) s OUARD RAILL P r1 a o CONCRETE STRUCTURE �, / ADA ACCESS (�� a ■ m �R TO 2ND FLOGR.' Q [ 1 ^ / TO BE REMOVED �♦,. / `r o NEW SNOWMELT 2 ASPEN Z W 2 NEW TRASH .'� ` rWp STORY SYSTEM Q �-•. ENCLOSURE ,' COMMERCIAL RE : ELECT. DWG5 J ^ n \\ •' BUILDING SOD v/ � Z Q EX. CURB Q O EXISTING FENCE TO \ \ / 0 Jj u BE REMOVED NEW CONCRETE dro ° m m 0 WALK � � O •. o REMOVE APPROX. W REMOVE PORTION 3 '-0" OF EX. PAVEMENT DAMAGED U o NEW 51GNAGE � s J / EX. MECH. d ELEC. L o` / v/ LL u !!! EOUI PMENT / EXISTING CURB TO BE REMOVED "�Nf WILE W NEW HANDICAP d / AND REPLACED z RAMP, RE : A3.0 0, W I COLORADO - BLUE SPRUCE 0 c yQ 8' HIGH NEW STRIPPING FSX. HANDICAP I COLORADO RAMP TO BE REMOVED BLUE SPRUCE • Q EX. ASPHALT J O PARKING O LANDSCAPING FOR PROP05ED >lr X.EXISTING DUMP5TER� REMOVE EX. O°° AREA EO RE TN T O°° PROVIDED AT FUTURE 4ILL v' N TO BE RELOCATED STRIPPING O • O O • 0 O Q. I COLORADO Q /A LL• W •�L, EX. LIGHT P05T BLUE SIPR W E ,�, W TO REMAIN y I COL DO V' B UE 5 UGE 7 N Ull , . U!, IGH ;. QO L W cc 0& 0\ an W Z (Y O < u O ` > s n; O LO J Q J Y P"o.ECT TITLE ■ z c f DEMOLITION SITE PLAN SITE PLAN / LANDSCAPE PLAN DATE 8-20-97 1 " = 20 ' 1 ° = 20 ' SCALE 1•-20'-0• RE: RE: cod file: A10 cod file: AID oRAwN BY ^C^D,GF,AV ur CK'ED. BY CDAS W J REV. W REV, J 0 20 40 8o LEGEND : BILE A10 ® PROPERTY LINE DRAWING N0 Q — — — — -- FUTURE PARKING V PLAN NORTH SCALE 1 = 20 ' HANDICAP ACCESSIBLE PARKING To4i1 Cf �a • -1 FIRE HYDRANT .0 FIG CORY AlsO rn o EXISTING PARKING LIGHT N Q PROPOSED PARKING LIGHT N N C . i EXISTING WALL FRAMING AND 5/4" INSULATION BOARD TO REMAIN. REMOVE EXISTING REMOVE EXISTING WOOD SIDING, PATCH AND SOFFIT AND FRAMING AS ^ r REPAIR INSULATION AS 2 3 REQUIRED FOR NEW 't 7 E.I .F.S. REQUIRED FOR NEW SEE NEW PLANS AND CONSTRUCTION ELEVATIONS FOR EXTENT OF NEW WORK O O E F COl Aqo I I I I I I - -- - - — — - - - GARY M. ADAMS i - 1016 — — — _ At �l M I I DEMOLITION NOTES I . ALL INTERIOR SURFACES TO BE REMOVED. I I I I 1 I i ■ PREPARE EXISTING FRAMING WHICH 15 TO j I I 1 I I I 88285 n ` REMAIN FOR FUTURE APPLICATION OF GYP I ' 1 ( I 1 1 I i PROJECT NO. ° BOARD CONSTRUCTION IF NECESSARY � ' I 1 ALL EX15TI ELECTRICAL 11 EXISTING PLUMBING I I I I now I I I 2. REMOVE ALL FLOOR COVERINGS, I ; j PANELS IN IIHI5 AREA TO I I CHASE TO REMAIN. I 11` PREPARE EXISTING CONCRETE FOR NEW I I I REMAIN. ELECT DWGS I I COORDINATE WITH ! 11 \ I I o FINISHES I I 11 MECH. DWGS 11 \ I I U F 5. REMOVE ALL CEILING LIGHTS, WIRING, LAY- IN ACOUSTIC CEILING TILE d GRID, j I I II — _ J I I HANGERS, GYP. BD., SOFFITS AND BULKHEADS i I 1 � �5TRUCTURE TO BE 1 I � — — — — J < 4. ALL EXISTING TELEPHONE, ELECTRICAL, I I I F .: I DEMOLISHED, TYP. I COMPUTER OUTLETS, SWITCHES d WIRING TO BE REMOVED 5. ALL PLUMBING FIXTURES d PIPING TO BE REMOVED AND GAPPED BELOW CONCRETE L =__ SLAB. VERIFY WITH ARCHITECT THE I r I I I LOCATION OF THE NEW WORK TEMPORARY WALL d I = ■ l I I 1 I DOOR FOR USE REMOVE ALL MECHANICAL DUCTS, GRILLS I DURING CONSTRUCTION i ` ♦ o AND HANGERS I I V i 1. ALL STRUCTURAL WALL, COLUMNS, BEAMS, SLABS TO REMAIN, UNLE55 NOTED OTHERWISE a MM 8. COORDINATE DEMOLITION WITH NEW WORK - - - I.i ° TO BE DONE 9. THE SCOPE OF INTERIOR DEMOLITION WORK SHALL BE CONFINED TO TO FORMER TENANT 1 I I I Ili i OO ' EXISTING D IMINIISHE5.NSPACES OF THE DRY GLEANERS, HdR BLOCK WALL AND TO O AND FIRST BANK. COORDINATE i I REMAIN, 5E A5.0 FOR 1 I I I J 1 DEMOLITION OF ELECT. AND MEGH FOR 1-11 1 EXTENT OF NEW WORK 1 1 V' W o I TENANT SPACE WITH CONNECTION OF NEW I I I I I I I \ r I J SERVICES c o U W � o ` NO WORK IS TO BE DONE IN THE 1- II LE . ■ I TENANT SPACE I j i I I I , 0 Li u I I I I i I II I I I I r PHASE I , PHASE 2 CL o i T i 11 II il COORDINATE 1t 1 ' , Q = Y i L - - - � - - DEMOLITION OF ALL - - - - _ - - - - L - - ELECTRICAL WORK - - - - - - - - ==t - - i� f!1 WITH INSTALLATION OF NEW SERVICES. I I I I SEE ELECTRICAL 1 I EXISTING FRAMING AND r ■ i 1 DRAWINGS 11 t i i 5/4" INSULATION BOARD TO Y I I 1 \ JG \ JG REMAIN. REMOVE EXISTING W W WOOD SIDING, PATCH AND REPAIRS REQUIRED FOR in 1 Ir I I NEW E.I .F.S. SEE NEW PLANS Z = _ _ _ _ _ I AND ELEVATIONS FOR < I I I "R E' - EXTENT OF NEW WORK a I l II - - - . — - - - r — JL - - - - - - Y Lam' I I = F - - - - - - -1 r Ir n — sl•r n 11 \ \ I f 11 l a' ■ Y u ro n I I I I ' I \ ` ` � ♦\ I f � I < \ L� 1 1 i ii Q I ; I I i �' ' ' I I i I l I I ' r, i i a II I JE Y REMOVE EXI5TING SOFFI \ ri REMOVE AND RELOCATE I 1 1 I DAN 8�2o-87• i II AND FRAMING \ 11 I I scuE U4 T-0 REMOVE EXISTING EXTERIOR AS REQUIRED I I I LJ PER A5.0 M/NIGHT DEPOSIT I I I I Or+Awn er .(`p.( .AV _ _ _ — — 1 I I I � SIDING. EXISTING FOR NEW J WALL/STOREFRONT TO CONSTRUCTION ciao. By CD.KS l n l REMAIN. PREPARE WALL 1 1 1 1 REV• J - - - - - SURFACE FOR NEW FINISH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - L1 - - - - - REv. n I SEE NEW CONSTRUCTION I I I I r= - - - -1 PLANS AND ELEVATIONS FOR COORDINATE DEMOLITION WITH NEW I I COME EXTENT OF WORK REMOVE EXISTING CONCRETE WALK, I I All l CONSTRUCTION. PROVIDE PEDESTRIAN ACCESS —'� 1+ I l TO THE 1-II TENANT SPACE AT ALL TIMES l EXISTING CONCRETE oRAw«c wo DURING CONSTRUCTION STRUCTURE TO BE I 1 REMOVED 1 1 1 1 FIRST FLOOR DEMOLITION FLAN — — — — — T IRE:, I '_0" Town of Vail A 1 . 1 r R:ad 1•,t. ,�^-� .OFFICE COPY D PLAN NORTH V C rw J 7 C 0 EX15TINO WALL FRAMING AND 3/4" INSULATION BOARD TO REMAIN. REMOVE EXISTING WOOD 510INCY, PATCH AND 2 3 INSULA ION BOARD ASPAIR 4 5 6 REQUIRED FOR NEW E .I .F.S. SEE NEW CONSTRUCTION PLANS AND ELEVATIONS FOR EXTENT OF NEW WORK T f3f colaft I T C ! ! I --- - -- - t ti - -- - - - - ... - -- --- - - -- --- "- - - -- - - -- - ---- - - - -- - - i - -- ---- - ..--- i ARY M. -_— _ _� _ _- _ - - o — — —' -- - — -- --- - q _ _ r I ADAMS — - - 6 ' i I II II EXISTING, WALL FRAMING �/ ■ I I j AND 3/4" INSULATION BOARD TO REMAIN. PROJECT NM I I I REMOVE EXISTING, WOOD SIDING, PATCH AND REPAIR - I ' I INSULATION BOARD AS 0 i IISEE AND ELEVATIONS TRION uj 0 I I I I I I i FOR EXTENT OF NEW WORK I I 4 EXISTING WALL FRAMING n AND 3/4" INSULATION BOARD TO REMAIN. REMOVE EXISTING WOOD SIDING, PATCH AND REPAIR I I I I I I t ■ ,� INSULATION BOARD AS I o REQUIRED FOR NEW E.I .F.5. SEE NEW CONSTRUCTION I I V PLANS AND ELEVATIONS I I I I I o FOR EXTENT OF NEW WORK I I I i I{Iy O w ' O n � I I II ZJ Q II OLL e EXISTING HVAC SHAFT I I I I TO REMAIN I (- I OO o U I — — — — — — — — — — — — — — — — — — — — — — — — — 20 ` B WW . ■ DRAWKS ME EXISTING ELECTRICAL CLOSET W REMOVE Ex15TIN6 WALL i FRAMING, FINISHES, 6LA5 GREENHOUSE AND WING ALL EXISTING STAIR II o Adi LS. SEE NEW PLANS AND I EXISTING GYP. BO. SOFFIT I I I III CONSTRUCTION (E.I . STRINGERS, ATIONS FOR EXTENT F Z BULKHEAD BELOW ROOF I FRAMING, HANDRAIL, LANDING) J ., WORK STRUCTURE TO REMAIN I \ fl i ' i TO BE REMOVED TO THE EXTENT i. F P0551BLE V4HILE MAINTAINING 1 1 I / I I / I ACCESS AND OPERATION OF EXISTING ELECTRICAL SERVICES TO I CONSTRUCTION I STRUCTURAL I I 1 III THE BUILDING UNTIL NEW SERVICE TO REMAIN I — — = HAS BEEN CONNECTED r Y. ■ COLUMNS TO I EMAIN i - - - - - .� � — . 4 1 - I_EXISTING CONSTRUI 11ON II II I II II I I 1 II 11 _ _ _ _ _TO BE REII�NOOVED I r I11 I 1 I III ► LTV 1�=_z _ _ _ = _ g== -===�i Q ■ i y I I I I I 1 i I I a - - - - - - N I 1 I I I I 1 I (n J a L L______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _���_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ====�sr=====_ _ _ _ _ _ _ _ _ _ _ _ -_ =====r-�L -_ -==_ _ _ _ _ _ -_ _ _ _ _ _ -�r1 v) I I > �' I I I 11 � - - - - � � t 1 I � • 0) J J Y REMOVE EXISTING Z RAILING AND DECK . I PrOZCT WILE Jima a m SEE NEW PLANS AND i pAh 8-20-e7 ELEVATIONS FOR EXTENT OF NEW WORK SCAU u4*af=W na DRAW BY CDtfOF.Av cy . ey CDjcs V i EXISTING WALL FRAMING m AND 5/4u g BOARD TO REMAIN.N REV. ED REMOVE EXISTING WOOD REV. SIDING, PATCH AND REPAIR 0 INSULATION BOARD AS Al2 J F REQUIRED FOR NEW E.1 -F -5- w SEE NEW CONSTRUCTION DRAWW NQ o PLANS AND ELEVATIONS FOR EXTENT OF NEW WORK SECOND FLOOR DEMOLITION PLAN 1/411 11�10 III � RE : N LOO /11� A>IIRLDY76 , C �- F A1m2 u - i PLAN NORTH y n 2 3 4 5 6 I I ��Q1E OF C0��9�0 .Wv GARY M. * ADAMS I �--- T -- - - -- -- -- - -- ---- -- -- -- -- - - --- -- - -- -- ---- - = 4016 jI EXISTING ROOF VENT EXISTING ROOF VENT REMOVE EXISTING META PARAPET GAP , O EXISTING ROOF VENT SEALANT, AND WOOD BL GKING. PREPARE 96288 W n EXISTING PARAPET AS R QUIRED FOR NEW ° O CONSTRUCTION PRaECr na n EXISTING GAPPED VENT ° ° EXISTING ROOF DRAIN EXISTING ROOF I EXISTING ROOF DRAIN 3 W O HATCH ENTIRE EXISTING MEMBRANE ROOF AND 0 4 CANT TO BE REMOVED. PREPARE I I I EX15TINCP ROOF SURFACE FOR NEW EPDM I REMOVE EXISTING METAL PARAPET CAP , ROOF. COORDINATE REMOVAL AND I SEALANT, AND WOOD BLOCKING. PREPARE REMOVE EXISTING METAL PARAPET GAP EXISTING PARAPET AS REQUIRED FOR NEW REPLACEMENT OF ROOFTOP MECH . EQUIP. SEALANT, AND WDOD BLOCKING. PREPARE - � I CONSTRUCTION WITH MECH. DWGS EXISTING PARAPET AS REQUIRED FOR NEW r j I I I CONSTRUCTION I e n EXISTING ROOF VENT U ° ! @ I ., Q II OQ h XISTING MEGH X15TING MECH . I UNIT %4 E 15TING MEG a o 1 EXISTING MECH. UNIT #1 J UNIT xb ° E UNIT O L / �• ° I ' ^\ 10 U I �/\/\ �V� \' WO ° \v/ a. u f Op ELECTRICAL ELE TRIGAL 0 ° _SERVICE_ SER ICE I i EXISTING ROOF VENT I I I 17� - � E ISTIN I ptAwlNc TITLE i REMOVE EXISTING W EXISTING ROOF p ALL I IP VIiNT% I I on FRAMING, FINISHES, HATCH 'I o 1 5LA55, GREENHOU5E Q ° 1 I AND WING WALL5. SEE VARIES I If�5T1NG MEGH XI STING ME ►� I ° NEW CONSTRUCTION I XISTING ROOF VENT EXISTING CEILING HEIGHT 1 i 1 1 UNIT #1 1 UNIT x2 i I J T W II EXISTING ROOF VENT � i n ! O PLAN5 AND 2 ! ELEVATIONS FOR O EXISTING ROOF VENT I I R I , 1 I I ALL EXISTING STAIR CONSTRUCTION (I.E. Q LEVA OF NEW WORK O I 1 11 / � I 11 STRINGERS, FRAMING, HANDRAIL, LANDING) > `n D III- 11 � / \ � 11 / \ � 11 1 TO BE REMOVED TO THE EXTENT ` v' w I I EXISTING ROOF VENT I i � 1 J L. - P05SIB OPERATION OF I ELECTRICAL CCESS I r REMOVE EXISTING WING WALL5 O 1 1 1 I SERVICES TO THE BUILDING UNTIL W r — — — — — -a 1- - - - - - NEW SERVICE HAS BEEN CONNECTED ON SECOND FLOOR 1 e 1 X15TIN000LUMNS - - - - - - J � - - - — � I W W I TO REMAIN I - - - - - J � — _ a - - - - L- - - -1 � - �� � 1 1 1 - 1� Z z 7rr - - - - rr - - - - - -ir - - - - rt- - - - irTrrir - - - - - Ir- - - - - - �� - - - - - r - - - rrrl�r - - - - - -�r - - - - �i- - - - - L $E4 1F. - - - - —I Ir - - - '11- - - -Ir - - - - -n - - - - - T Tr - - - - - -n - - - - - - R - - - - 'll II II II I II II 11 11 II III II II II 11� II II II —EFXAIISSTING TII II 11 I 11 11 11 11 1 11 11 II I I II II I 11 II II II •' 1 III II II II �I REMOVE Ex15T1NG PARAPET WALL N 1 III II II II , ql I I 1 II II 11 , Ih 1 111 II it 11 Nj 11 \ II II I r - - - - "n "� I �I I I d1 �� II II II III DOWN TO STRUCTURE I I 111 D If IV 41 , 1 1 1 II II IV nl 1 1 111 11 D 14 1 1 1 VI I l r - - - - Z J • / 1 I I I Ip �I 11 II III am r - 1 JL L - ` - - - - - - � JL I a W I I III 1 1 1 11 1 I 1 � co) < rT� I 2 3 4 5 6 D B A 20'-0' 20'-01 21 201-V ZD'-0' REMOVE EXISTING REMOVE EX15TINO REMOVE EXISTING WALL EXISTING FRONT REMOVE EXI5TIN6 CAN'T REMOVE EXISTING MTL. EXISTING WALL FRAMING REMOVE EXISTING CAN'T SOFFIT d FRAMING AS PARAPET DOWN FRAMING, FINISHES, CLASS FACADE REMOVED, SEE STRIP d MEMBRANE ROO I GAP t FASTNERS, I l 5/4' INSULATION BOARD I STRIP d MEMBRANE ROOF, REQUIRED FOR NEW TO STRUCTURE GREENHOUSE d WINO WALL ,. DEMOLITION PLAN d NEW PREPARE PARAPET AS TO REMAIN. REMOVE ALL PREPARE EXISTING CONSTRUCTION SEE DEMOLITON PLANS FLOOR PLANS, ELEVATIO 45 REQUIRED FOR NEW WOOD SIDING. PATCH d RIGID INSULATION FOR GONSTUCITON REPAIR INSULATION BOARD NEW CONSTRUCTION t NEW CONSTRUCTION PLA 5 FOR EXTENT OF WORK AS REQUIRED DUE FOR NEW ELEVATIONS FOR EXTENT T.O. PARAPET of WORK T.O. E.I .FS. _ ---- _____—i -- _ PARAPET I _ I Of Cp( EL . 128 -0 I ; OEL 125 - - - -- - fi- -- - -- - - --- - - -- -- -- - - - -- -- -- - -- --- - - --- - - -- - - - - - - - Oq REMOVE Ir - - - - - - - - - - - - - �~P� qOo STAIR d a I GARY M. I I * ELECTRICAL I ' I ADAMS CLOSET Ii - - - - — - -- — - � -- EXISTING DECK l/ Q y1 O16 U STRUCTURE TO REMAIN - iI it REMOVE EXI5TING RAIL _-11 H T.O. SLAB i it i 1 I T.O. SLAB - EL . 112 O - - 1 - - - - EL I I O �- 98286 • It - - - - - - - - - r - - - - - - -- -. _. - - -r i - - - - - -- --- ALL STRUCTURAL - Z_ - - - - pR0 ECT N0. ° _ r TURAL -- - j I I I TO LREMA N SEE r n REMOVE EXISTING 1 I 4 i t ----s= I RESTROOMS i - - T.O. SLAB A --. I - - - _-_ -._� II - If T.O. SLAB -- - - - _ W < %EL . I00 .....0 i EL . 10 EXISTING WINDOWS EXISTING WALL FRAMIN61 o 4 3/4" INSULATION 50 REMAIN. NEW PAINT. I TO REMAIN. REMOVE I I n o ALL WOOD SIDING. PATCH TT a REPAIR INSULATION AS O i o REQUIRED FOR NEW e E.I.F .5. Q V e W n z Q I O �i n fy� o � n o O SOUTH ELEVATION EAST ELEVATION J °1 /8 It /8 oui RE: RE: coo file: A50ELEV cod file. A50ELEV v o lam Ow a o DRAMNG nAE I d W a = 0 _ ° J ° i ► 6 5 4 3 Z I A B D > co ° 201-0' 20'-0' 20'-0' 20' 0' 20'-0' 24'-O' 24'-0' N (r a rA W v♦ W W EXISTING WALL FRAMING REMOVE EXI5TIN5 MTL. EXISTING DOOR5 a REMOVE EXISTING REMOVE EXISTING CAN'T REMOVE EXISTING CAN'T EXISTING WALL FRAMING REMOVE EXISTING MTL. REMOVE EXISTIN6 W d 3/4" INSULATION BOARD GAP d FASTNERS, WINDOWS TO REMAIN SOFFIT d FRAMING AS STRIP d MEMBRANE ROOF, STRIP d MEMBRANE d 3/4' INSULATION BOARD GAP d FASTNERS, RAIL d DECKING z TO REMAIN. REMOVE ALL PREPARE PARAPET AS REQUIRED FOR NEW PREPARE EXISTING TO REMAIN. REMOVE ALL PREPARE PARAPET A5 WOOD SIDING. PATCH d REOUIRED FOR NEW CONSTRUCTION ROOF STRUCTURE FOR REPAIR SIDING. PATCH a REQUIRED FOR NEW < REPAIR INSULATION BOA CONSTSITON NEW EPDM SYSTEM REPAIR INSULATION BOARD GONSTUGITON a AS REQUIRED DUE FOR NE A5 REQUIRED DUE FOR NEW W E.I.F.S. E.1 F.S. _ T.O. PARAPET T.O. PARAPET I I I „ - - - - -- -_ -_ _:— —_ - - - -- - - - --- -- EXISTING WINDOWS cc EL . 128 '-0" (i TO REMAIN -- i - - -- i - .. - - --- --- -- -- - i - - - - ------ ----- ! " RE MOVE EXISTING EXISTING RAILING TO j FENCE I I -- - --� — I a ■ I I REMAIN I No 1 { U I IIII�� ' � I to I I I I n T.O. S LAB T.O. SLAB <- ESL 112-0 " 4 EL . 112 = ° T.O. SLAB T .O . SLAB . _ _ _ — — — — — — — — $-- I Plit"Ci MM 0 a s EL . 100 L . 100 -O REMOVE EXISTING TASH DALE 8-20-97 ENCLOSURE t RETAINING scmx VBe-f-Oe WALL • DRAMIR BY CD QF.AV ' f]cED. BY CD,K8 I REV. 1 REV. REV. ' CADME A14 _ NORTH ELEVATION WEST ELEVATION ' 1 /8~ _ 1 ' _ 0" 1 /8 _ 1 ' -0" DRArRN1i NO. RE: RE: ' cod file: A50ELEV cod tile. A50ELEV .Urr_� t!�urul A1m4 I i i 2 3 4 5 2 b 20'-5' 20'-0" 20'-0" 20'-0' 120'-5" I I I I I - - - - - - - - - - _ - - - - - - - - - - - - q ------ --- -- ------ - t l f 1 I 3 I i 4 � 1 I Y 4 I 4 4 GARY M. 3 ' I I LOUNGE ® ® I I ; 8- 1 n ELECT I 112 WOMEN 2 7-O' ' MEN G05F. I * ADIAMS G m I11 113 114 n l 016 O � b b 4 E MONK A ARC�\�� I I A7.1 'I.I � 11 • I I O n n I ' 1 — awl'-b' � w 2 v 4 v v ABOVE GLASS WALL o I e I 4 '� I T• O O IS' b' I O v PROJECT no SHELVES 2 h JAN.110 12' 8' 7' ' IT-o' EVWCI46 GASH 5 RE: INTERIOR E.W.G. DRAWIN05 ui VAULT IOq O r .o o^- i I • BANK LOAN T = OFFICER OFFICER Z i ■ a l0-1 I ZD a. J v — — — — — — — � = — — — — — — — - — — — g mw I OJ Q ; OW A 1.1 SUPPT. SUPPT. i I STAFF STAFF LL IOb O I I I I 1 I cow f , ° �1 V ° I I TELLER LINE CASEWORK AND BACK m � COUNTER RE: INTERIOR DW55 S Z • A 1.1 LL _ A o I I I I I I I 2 LL u Abel oRAnlwc nnE � W Y o � J o - LINE I Q •' 104 FIN. FLOO R MANUAL DOOR WITHIN I I AUTOMATIC DOOR FRAME WAITING V� N 1 I I COUPON COUNTE 102 O RE: INTERIOR DW65 I - EXISTING ATM/NIGHT DEPOSIT SAFE co W IB RELOCATED. VERIFY R.O. REOUIREMENT5 I I W I� LY It II I I I II I I . � I II I , n ENCLOSE EXISTING COLUMN Y 20-FRO E.1 P.5. FADE z IN NEW WALL VE TIBU - -- - --- - -- - - - -- -- - —TS - - - - - --- -- ---- - - _ _ 100 ---- -- --- - - 1 b, - — / DIMAT — — — I I I I I A7.1 LOOR 177777---=j I Q I 6 n VERI {I 1 -- � ` - — — -- - - — — -- 4 4 y 4 2 1$ NOTE. - I al I I I lot V ALL EXTERIOR DIMENSIONS ARE TO a W b'-5 V2' I I - - - -- ---- - - -- 3 O FACE OF FINISH. ALL INTERIOR 1 0 , DIMENSIONS ARE TO FADE OF STUD Y u i 2 LAYER 1 1 IA i wl 2" E.I .F.S. a FIRST LOOR ONLY FIRST FLOOR PLAN ' E0' 1 LAYER 1 AYER u 1/4" = 1 '-O" 2" E.I.F.S _ I 2 LAYERS I' 4'-0' 4'-0' I 4'-0' 4'-0' 4'-0' I' EQ� EQ. 3'-0 V4' b'-0' S'-0 V4' �• .'I LAYERS s 2" E.I.F.S. 2 LAYERS - cod flies AWDSIS PLAN NORTH TEMP RY DOOR FOR - p FIRST FLOOR ONLY 2' E.I .FS. FIRST F 00� NLY 2" E.I .F.S. FL PHASE W0 CONSTRUCTION o FIRST FLOOR ONLY V \/` RAKE b'3 I/2' 20-2' b'-5 V2' 2' 12'-0 V2' 2'-0' b'-5 VY LIGHT FIXTURE TYP. Q o T SURF E 55'-19 RE: A5.0 i ELECT. D11195 Y r PRGECT MILE o ■ a Z n I I I I NEW b' CONCRETE CURB, GUTTER AND SIDEWALK � /1 DATE Q�6Iyy-9/7 SCALE Wwwsf-W IXUMN •r - CO.(F.AV v GYP. BD. SOFFIT IN CEILING V �t - GYP, BD. SOFFIT IN CEILING 1 CItE� sy •� S GYP. BD. PTV., SEE D SPENSERANASTE DISPENSER/WASTE n PLAN BD PTV., SEE FINISH 31_g. RECEPTACLE RECEPTACLE 3P-be GYP. BD. PTD., 5EE FINISH PLAN FINISH PLAN g MIRRO \ 21 / IRROR REV n CERAMIC TILE, SEE FINISH +- t § \ / l CERAMIC TILE, SEE FINISH PLAN REV PLAN b b V A"I.I \ J i� / A f.l CA17RE A$Q ELECTRIC WATER COOLER, GRAB BARS I a t a EQ \ B ' B / GRAB BARS t eo EGt. .� HANDICAP TOILET PAPER / a bi \ HANDICAP TOILET PAPER DRAWING NQ DI5PENSER/SANITARY NAPKIN / in n \ DISPENW"ANITARY NAPKIN DISPOSAL UNIT § § V BASE, SEE FINISH HANDICAP WATER CLOSET / \ `� HANDICAP WATER CLOSET PLAN _ - r CERAMIC, TILE BASE, SEE 3'-O' 4'-O' 1'-8' SINK, SEE PLUMB SANITARY NAPKIN DISPENSER, SI 1 -b 4 -O' s _ A3m0 r FINISH PLAN DWGS. MOUNT O MFG. RECOMMIENDED WG SEE PL I . I 1 CERAMIC TILE BASE, SEE I/4" � I '-O° WOMEN 113 SOAP DISPENSER HEIGHT FOR HANDICAP ACCESS IMEN I�� SOAP DISPENSER �71swr10f VlI;III`° T nA 3 I lA {I� OFFICE COPY V V • V C J C J n • ( i 1 _ 20'-5" 20'-0" 20'-0' _ 20'-0' 20'-5' TRASH A6 0 j Ex15TIN6 - j ENCLOSURE STAIRS i EXISTING HANDICAP RAMP li As i r 1E Of co, R GARY M. - - - --- -- - C1 © - - - - -- - -- ------ — - --_- * ADAMS B- 1016 j I i ARZ�� 1 98285 Co • n PROJECT NO. EXISTING WOOD FRAME DECK, PAINT TO MATCH e E.I.F.5. COLOR • 2 ° W x I I I I ry r n J CL V EX15TING 5TRUCTURAL 1 v COLUMNS, TYPICAL i O n 0 v J LL i - - - - --- - - _ - - --- - - -- - _ - -- - - - -- - - - JE1 z 0 v V < w ° I • ■ J Iom O u �- I i oRAYANC TITLE � 1 Ij 7 • • ,� / I i I CL W I I I Q I � ( E, J o A7 1 2 T �— NEW FLOORZOVERING BY TENANT ; Ex15TING STRUGTUR4L (N.I .C) COLUMNS FURRED OUT TO i 4 MATCH EXISTING, TYPICAL W w F NEW WALL BASE TO MATCH Z z i \ j' i ADJACENT, TYP. i a W 1 / I � , LL /V _ ! ...emu... '+, ....� «�"°'.,....,,,,, 5 x" z n n � , �'" „, ,' �6X BOARD __.� �. ""will �, ,: .. t ' j , "+ 'A I om j ?` MATCH ADJA ENT A7. I W I - \ n j b•_q• TYP. W b'-0' Iq'-5 I/2' b I/2' I iv ra - --- . . . --- u - -- I 14" D. FABRICATED co PED b 4 FIBER A55 COLUMNS ` ( A ( A I ( A I A ) ! _ - - -- - -- - ---- - - --- - ----- -- PER �, 5 ` . ! I/ �' I I PAINT T MATCH = -- -- - - - - - - - -- - - -- - - - - - -- - -- - - - - - -- -- — E.I.F.5. LOR 2 ` - - — I LINE OF E I.F. S. ACCENT - - - — ---- --- A6 2/ BAND BELOW - - - - - I - - -- PREF ISHED ALUMINUM � ! 4 1'-l' 2'-fl I/2' I'-l' 4' 15'-81/2' 4 I'-l' 2'-II I/2' 1 4" . A6 PROJECT TITLE a ■ 7 EIRE METAL FLASHING, W l I/2' GOO INATE INSTALLATION 6'-3 I/2' 8'-0 3i4' Y-I' 8f0 3/a` � 2'-1" b'-0 5/8" 2'-I' 8'-0 3/4" b'-3 1/2" 12'-0" Ile'-7 I/4' t2'-O' 8'-I 3/4' HI ADJACENT METAL ROOF - b 1a ''- 0" -- — -- Y-0 1/2 ---- 55'-3 \ GATE 8-2 -97 CE55ED UPLIGHT SALE 1/4•-1'-O' �s for-I 5EE ELECTRICAL BRAWN BY CD9(3F9AV ---- - {.. WAS .ro. , DRrV YINVJ CK'ED. BY -..,�`°s.-°w- w:/`t ,r°'v.: 'w. `p'n"` wrga..e.:x4 e.+e _:.,,cA-•s"'t'^J` '--vsy6.•`ct . 5ee+w.,..� \ < _ -f! REV. 1 9-5-97 ...-"+� _ .. ...__,o .. 'ww...-nom • ` 'it. X *t...— :. A6 . 0 REV. °<; °•i=''f REV. CADFLE A31 I I ORAVIM NO. ` I i SECOND FLOOR PLAN E : I '-O " A381 Ra file, "Il"m� Town of Vail I .OFFICE COPY ! PLAN NORTH ' , I 1 Ij 2 3 4 5 6 I . I I I I I 2 2 E pf COtp 1 ELEV. 128 '_0" T.O. PARAPET I GARY M. * ADAMS B- 1016 EXISTING ROOF VENT AR���1 EX15TINO ROOF VENT 1• `^ n EXISTING ROOF VENT 88286 �// ■ n O I PROJECT NO. I I lam EXISTING GAPPED VENT I I e I EXISTING ROOF DRAIN ( EXI5TIN6 ROOF DRAIN 3 EXISTING ROOF I x O I HATCH I I I O I < r n I NEW BALLASTED EPDM MEMBRANE ROOF ( ' RE: SPECS NOTE : Z ■ I I 5EE MECHANICAL DRAWINGS ' EXISTINaROOF VENT FOR NEW ROOF TOP UNIT LOGATION5 ELEV,130'-0 " (� ° T.O. PARAPET Y v o n Z ' ELEV. 128 '-0 " I I Q 0 T.O. PARAPET 0 X15TING MEGH EX15TIN6 MEGH E115TIN7 MEGH (L o UNIT #b I I UNIT #4 I I UNIT #1 I o O V — — — — — — — — — — — — x 0 EXISTING ROOF VENT O ^ o EXISTIN HVAC 1.� u G I —I I — — — SHAFT TO REMAIN 1 ptAMANC 11111 a XI5TI H 1 I I � i \ i I EXISTING ROOF UNIT #5 I I O HATCH I - - - — � - - - ° I o VARIES EXI5TIN6,�OOF VENT E 15TING GA5 VENT EX15TINO CEILING HEIGHT r, OEXI5TING ROOF VENT IL 0 I I II I I I I L57EAM FINISHED 6ALVINIZE0 ° O I IL _ _ _ _ _ J L _ _ _ _ _ J I AL 5NAP-ON 5TANDIN6 w I I I LLO' w I i I ROOF WITH 12" EXI5TIN6 GAPPED VENT I I I ■ EL5, INTER5TATE EN UC# 51524 VJ W iz iz XF I Xp�C I I W N 1 1 W U1 W N / _ - - - - - - - - - - - - - - - - - - - - - - - - - t- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - J I - - - - - - - - - - - - - - - - - - - - - I IL LL w _ z I PARAPET WALL = MTL. ROOF BELOW „ z "' 1 ' > I z I zip IL _ J I I lu m Q w W IOq '- IOQ ~O Q 3 O O < w 1 O lu I 1 1 I dJ a I I I = :50 a s - TA W W z Q dl r/ t ELEV. 150 O _ T.O. PARAPET I I 2 J = i ELEV. 128 '_O " I T.O. PARAPET 1 W 1 � Prato TntE ■ . 7 1 ] 1 DATE 6_2"7 SCALE 1/4•'1T—O• DRAWN BY WAFAV Dr PREFIN15HED ALUMINUM cRto �.KB PARAPET GAP INTERSTATE GREEN UG# 51524 TYP. REV. REV. 1 REV. A$2 DRAWING 000. L J i ROOF DEMOLITION PLAN n 1 go E = I '_O" A3s2 RE TOM Of Vail cad hl■. /�.'fIrPLDW6 —� OFFICE COPY PLAN NORTH v 3 LINE OF I I STRUCTURE 4 5 6 1oq '-O 5/ 2 I A6.0 I 5/8• TYPE "X' GYP 00 . 40 METAL BOARD 5TUD5 0 Ib' ; O.G. I 1080" i LIGHT SEE ELECT. VN95 I �, ® 1 s ( ` pf CO(�� IOq 1 I c ,`Q� q4L n � I I . GARY M. ! � WO 0 N . n 4 ! * ADAMS l05 '-0 ' = - l B- 1016 CORNER f WALL ANGLE h$TALIC PARAGUBE WALL ANGLE I I 1 - I �� FOR CEILING LENS, 3/4' 50UARE5 FOR CEILING GRID (SILVER) GRID _ ELECT -- - I�al -�" i ii . I AR i I I LINE OF III I I I r r I f C WALL in Lj SECTION AT LIGHT SOFFIT ' SHE! ` - - �— PROJECT NO. �/� 1 ---- 1 � � ! ! I 1 ! I I RE : IOq '-O:: J 4N. - ± - -+-- - 1 ---� !} � -t r 1— cod 1110: LITE`.AFF - 110• - I , I I j ! I ! i � !, I 1 i ` , o FRAME SOFFIT WIT —+----- --i---- - -' ---- o FIELD INSTALLED AS- 1 -5/8" AND 3-5/8" i 3-5/8" 5TUD BRACING i W 5YMETTRIC REFLECTOR5. : ! I " TO STRUCTURE ABOVE ! I ! ! METAL STUDS. 2P 4 D' LENGTRH5 AS j 1 !p, I I I Z -- r -- +-- - -+ --- -- i o �— SEGMENTED 3-5/5' IOq -O NECESSARY. ( D4' 4 'D5') METAL 5TUD LAY-IN ACOUSTIC CEILING / I • i i • � i OFFI'�R I LO N 2 a TILE AND GRID - ! -- A6. t /R ■ ° QFF+ + + CONTAIN COLUNN WITHIN ! S IGN F ' OF GY - BD. S FFIT WIT �IOq O " ; ! ! I I 0 - - - - EXTENT jOF GYP- I BD. IT ! ! EILING G D IN TH DIRE TIONS Y ! I I I ! ? U ,', ul + + f w I —} — i - -- - still P"pp ELE \/. IOq .00 \ �+ I I f t — 5T FF O 1/2" GYP. BD. FORM a j I i 5U1�FT. i I I le 1 I ' O W o I`D" SMOOTH CURVE. `" ; -- IuI PAINT FLAT WHITE. , ( p I ! 15 I i 1 LL (� •• ° W ELE\/. 105.00 a O TF { i I 1 T I I I I ! U U o I M W 3' 0' 3'-0" 3' 0' 3,• 3,-0, I .O, 1 " — I I i I ! i + -t --- --�- — I IU . ■ t I J V I I I I I I I I `--� ---� - -- -- --- -� —�.—'--T---- — -r--� I DRAWYiG TITLE W ! TELLER LINE SOFFIT 1 I r - 1 ; RE : I , CL 60d file: TELL-SOH J.TELLER - -- I----- --- I - y - Ij 2 '^ N A4A I I - ! - - - --- --- -- - 1 ! v, CONTAIN COLUMN WITHIN I I I ! I VJ EXT ENT YP BD- ' SOFFIT - 11 - - IG BD FIT �j 110 I i W (� a I.. I N F E OF GIMP- i ci V1 ! ! NITH CEI WG GRIDI I I I w z vEbnillAE I - - - ! - - -r- — - 3 - 10q ' „ < tt ; ' ! z 11 I D _ ea b o•' , HAITINO vs 1/4" x 3/4 I STOR. w I 2 ! cc BEM METAL BAPp. I _ n VELD TO FRA1'E I _ -- ' I _ O TOO , O _- < n AT SEE STRI.ICTMAL Ell IL_ _-' ___-__ _. ___ ._ __-.— - --- O ,) IOq '-O " I = 2-1/2' VERTICAL TUBE STEEL SUPPORT �'+ I I WELD TO STRUCTURE ABOVE ` I VJ J I , AT ONE POINT n , A6- 1 SYINE;OL LEGEND _ 2-v2" x 2-1/2" TUBE STEEL c+ i BOTTOM CHORD II '-b" RADIUS 3 ! ! EQUAL EQUAL > _ 2X4 RECESSED FLUORESCENT FIXTURE z ,o -r - - - - - I a 1X4 RECESSED FLUORESCENT FIXTURE ° STEEL PLATE G7 J 2-U2' x 2-1/2, - J_vk- - — I' TIE ROD 1�5 EEL ---� } DOM LIGHT RE: ELECTRICAL. PROJECT naE ■ a 61155ET RATE STEEL BENT PLATE TACK VELD RETAINER 1� 6.0 4 DATE 8-cy-A7 FOR TIE ROD CLIP TO TUBE STEEL � � WALL MOUNTED LISHT RE: E`.LEGTRIGAL SCALE CONNECTION CENTER SPINE ONLY [=J MECHANICAL SLOT DIFFUSERS, RE: MECHANICAL DRAWN BY CD•GF•AV /- TUBE STEEL. SEE MECHANICAL SUPPLY GRILLS, TRANSFER UNITS C1PED. Br CiDoKS STRUCTURAL DWGS. LEXAN Y2-1/2x 2-v2' TUBE STEEL ® ® AND CABINET UNIT HEATERS RE- MECHANICAL REV. A 0-5-87 ACRYLIC SHEET BOTTOM CHORD IL'40 RADIUS SEE SPECS COLOR SMOOTH ALL JOINTS REV. - COLOR BY ARGIpTEGT MECHANIC TURN AIR IL , NE REV. RE: MECHANICAL CADFLE A40 aMECHANIGAL EXHAUST FANS RE: MECHANICAL DRAWNG NQ GYPSUM BOARD SOFFIT OR CEILING FIRST FLOOR REFLECTED CEILING PLAN 3/8"Xb" HEAVY DUTY I /4 " ° I '-0 " © AGGE55 PANEL IN CEILING OR SOFFIT BOLT 4 NUT, TACK RE : VELD T SE STEELTO Cad file: A40.DM16 10 CEILING OR SOFFIT HEISHT ■ O SEE 5TRUCTURAL NOTES Eo pWGS. 1. SUSPENDED CEILINS GRID DIMENSION 2'-O•XW' O" CANOPY FRAME DETAIL CANOOPY AND SOFFIT FRAMING PLAN UNLESS INDICATED OTHERWISE ON REFLECTED PC n CEILING PLAN. / RE : RE : d// ®i y Cad nle. TELL-50F cad nb, TELL-50F 2. ALL CEILING AND SOFFITS TO BE ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 1 2 3 4 5 6 I I I I I 2 I ��Q1E pF COQ p9�oo GARY M. 1 13 ADAMS ------- ----------- _�- - - i I i l - 1016 f Aitt 1 i 962M Co ■ " PRD.ECT N0. ° o _ o 3 W - z J ° a T NO W Z WORK IN THIS AREA ■ + V � I I I I Z U 0 . J OW ° v i I I I LL W 0 w q • ° I I I I ow IL WW A . • ° a coix . u I I VARIES I ` I 1 b dTAwNC nnF EX15TING CEILING HEIGHT I I I EXISTING 6YP. BOARD I I Q W 5ULKHEA0/5OFFIT TO REMAIN, PATCH EXISTING > co ° AND REPAIR TO MATCH ADJACENT CONSTRUCTION L w FIN15HE5 AS REQUIRED DUE TO NEW TO REMAIN r /�rM CONSTRUCTION CC -I y EXISTING W t CONSTRUCTION W TO BE REMOVED Z z IOq 10" cro mg F4 cQw n Q " " Y u J s r � u z ACOUSTIC 1 I I ILIN6 O O TILE TO MATCH 5TIN6 ` I O O I � I PROFILE AND FINISH � z � I NEW LIGHTING TO MATCH ° EXISTING PROFILE AND FINISH PROJECT naE ■ a I � i Ab.i I DATE 8_20_97 SCALE V4' + r-0• DRAY eV We OF, AV CMEa er CD. K8 i REV. REV. i REV. CADFI E A41 - WAV" NQ 8ECOND FLOOR REFLECTED MM PLAN RE : coa hla� A911TLDY76 A4ml of i/�ft OFF X66py PLAN NORTH 13 PREFINI5HED GALVANIZED 4%. ROOF RIDGE FLAZHIN6, NEW 15' 5.0. SIGN PREFINISHED PARAPEAT GAP COLOR INTERSTATE GREEN FOR SECOND FLOOR TENANT INTERSTATE GREEN UG 051524 051524 i - PREFINISHED GALVANIZED MTL. SNAP-ON STANDING LINE OF EX. BALLASTED ROOF TO BE 1 ' SEAM ROOF W/12" PANELS, (� 2 yr/N EPDM ROOF REFURBISHED (� ( 2 COLOR INTERSTATE GREEN T .O. MTL . ROOF v j E .I .F.S. GOLOF 02 % 12 051524 q7_; Ab.l } --- - -- - -- - - - - - -- -- - - - 1 - - - - - - -- -- -- - - -- - - _ 4 / EXI5TAING RAILS 4 STAIR EL . 135 -0 ' LINE OF Ex- I 1 1 I / I DECK FASCIA PTD. TO Q F ^ b. Ab.l WHITE BUILDING ^% I \ PREFIN!5HED ALUM. PARAPET GAP I AT_1 I ;� BALLASTED ROOF 4 T SIGNAGE Al . 1 . / INTERSTATE GREEN UG 051524 A-I.1 / -p MATCH E.I .F.S. COLOR T .O. NEW PARAPET TO BE REFURBISHED i .o 20 S.F. T.O. NEW PARAPET QF C01 O -_ W/NEYV EPDM ROOF - i EL . 130 EL . 130 '-O " I _ _ __ s- —___ _ _ __ y PREFINISHED GALVANIZED T .O . EX , PARAPET COLOR x2 —y MTL. ROOF EAVE FLASHING — -- - - -- — -- — e E.1 -F.S. coLOR T.O EX . PARAPET l -- _ ------T o A __ W/DRIP, COLOR INTERSTATE - -_ -- -- I AAA S 7t E f F 5. COLOR-� _- _ 'f O - .kF3L - — i 1 I PREFINISHED GALVANIZED MTL. SNAP STAlDIN6 SEAM ROOF W42" PANELSW, INTERSTATE 61IMJ:N 951524 RE: STRUCT. VOI D G 4 Ai.I TREATED WOOD BLOCKING 2 PREFINISFED GALVANIZED MTL.WORI A7.1 I / 21'-0" GABLE CLIP P b' STRUCTURAL STEEL. 51Up5 I 135'-0' I RE: STRUCT. DWGS TO. ID6E Y EJPS. FACIA I I T.O.'STEEL 5-51V METAL FRAMING cot STEEL RIDGE BEAM I STRUCTURAL STEEL COLUMN RE: STRUCT. DUOS i / I I I RE: STRUCT. DW65 GARY M. b' STRUCTURAL STEEL STUD FRAMN6 ADAMS 20 , I ( S. I/2'RE: STRUCT. DWG5 E.IF5. SUBSTR ATE RE: SPECS B 1 16 2' E.I.FS. SOFFIT 5'X5' STRUCTURAL COLUM I I I I EXTEND EDPM. LIP WALL BEHIND E.I.F.S. Mk 2 -V b' STRUCTURAL STUD GABLE FRAMING ! I NEW GRAVEL BALLAST I 4 NEW GRAVEL BALLAST 8BZe6 ■ RE: STRUCT. OWLS -_-� I OVER 1/20 FN5 ROOF DECK TE R161D INSULATION w MD NEW PAINTED GALVANIZED STEEL o L r-0" i I r� 5'-0' I I I T.O. EXISTING PARAPET GAP, MTERStATE GREEN 95624` N0 - - - - - EDPI ROOF SYSTEM -- - - - - -- EL. 128 -O I I EXISTING MODIFIED PARAPET 2' RIGID ROOF INSULATION _ 2-V2' CONCRETE ! METAL ROOF DECK i EX6TIN6 STRUCTURE TO REMAIN I I I EXISTING CONCRETE ROOF STRUCTURE � OVER STEEL STRUCTURE, RE: STRUCT. DW65 i I EPDM ROOF MEMBRANE INSULATION Z 3 I _ - T.O. STEEL EXISTING CANT STRIP AND MEMBRANE O 11C- _ —7 �r EL . 126 '-O" a ROOF TO BE REMOVED ` i TI 2' E.IFS. OVER U2' RECOMMENDED REMOVED E.IFS. SUBSTRATE RE: SPECS I I r - - A1.1 EXISTING STRUCTURE TO REMAIN U a b• FOIL FACED BATT INSULATION I I JL JL JL W o — JL PROVIDE FNS RATED Yr<DOD FURRING b' STRUCTURAL STEEL STUDS Ib' OG. I I Ex15T1N5 5OFFITRULKHEAD iO REMAIN TO STRUCTURE ABOVE AS REWRED CONTRACTORS OPTION TO DEMOLI51i � ;' FOR NEW SOFFIT ��{ ■ AND REBUILD CT RETROFIT M6 V 9 EXISTING STRUCTURE I REMOVE EM97 SOFFIT t FRAMINb AS Z REWRED FOR NEW CONSTRUCTION A II 1 Q / 1 EXISTING STRUCTURAL COLUMN TO REMAIN i EXISTING LAY IN GEU MG J f� TO REMAIN FURR OJT W NEW FRAMING AND GYP BO. , A '-5 V2" 121 , • T-O. MULLION i I / - m I EXISTING WALL FRAMING i 5/4' INSULATION , EXI5TIN6 CEILING TO REMAIN BOARD TO REMAIN. REMOVE EXISTING Q NEW LAY-IN ACOUSTIC CEILING TILE 1 , : I WOOD SIDING. PATCH 9 REPAIR INSULATION ° GRID TO MATCH EXISITN6 LAYOUT. FINISH BOARD AS RE6UIRED FOR NEW E.IFS. SEE W o 1 PROFILE TO ALIGN W"STIN6 ;. n i FLOOR PLANS FOR LOCATION OF NEW CID . ° r - - - - - ---- INTERIOR FINISHES � o la' DIA PREFABRICATED FI8ER61 N55 2' WS., SEE SPECS o NON-STRUCTU AIL COLUMN i Z • ■ W a ° ALUMINUM STOREFRONT WNDOW SYSTEM ! I I REMOVE EXISTING , LU W I" CLEAR INSULATED HEAT MIRROR W65, TYPO WNG Wy L5. 5EE I u i I ' I DRAY" TIME s DEMOLITION PLAN •I1 1 j § ELEVATION I EXISTM > 6 WNDOW TO REMAIN PREFINISFED GALVANIZED MTL. SNAP STANDING I.V SEAM ROOF WI20PANELS i; —I FINISHES ° INTERSTATE GREEN, UC9 5624 i I I REI`tOVE iX15nN6 WALL FRAMING R i o -- : GLASS 6REEHOIJ5E, SEE °to DEMOLITION PLAN 9 NEW ELEVATION I I � n B.O. MILLION r -- -- j ' II - EXISTING CONCRETE WALWAY T o RooF I I I ! i EXISTING STRUCTURE TO REMAIN NEW CC 6 ExisTi a S rxTuRE I > o co I I I I I 0 G.O. SUPPORT BRACKET T-O. SLAB A1.1 -; I - M ' — -- -� --- -- -- - , W ui It I' STEEL SUPPORT ROD - - - - '- RE: ELEVATIONS f it Tr - - �r--� �r - F - �r �- - - -- - - EL 1124'-O " it it N �r �. j " NEW STRUCTURE f RE: STRUCT. DW65 I :it!-! -_-I 11 !-1 I I I I j I i J I � Z J JL JL JL JL JL JL JL JL JL JL _ - -1 ` I i I –III– • :– 7 110'-0' 1 - - - - I B.O. w FFIT - - -_. _ ._. - ---._.--- =-= -- - - _=-_-- _'- -=_ _ -- -__ - _. _- - --_- . __ - --=_- - -- _- _` _-_ --_- _ � i iil EXISTM61NTERIORGONCRETESLAB r il W . . . .. . ._ - . .. t x TA. MJLLI - O MTL. DECK TO REMAIN 109'-41, EXISTING STRUCTURE TO RD" � w T.O. GA ( - -i � 2-V2' TUFF STEEL CANOPY W LExAN GLAZING " loa -I + -- --- - - -- -- — r B1' O. CANOPY }-- .-------- - - - --------------------- -- ------------ -- , _ NEW LAY-IN ACOUSTIC CEILING TILER ■ 1 GRID 101'-0' I I t Ea 4'-D' 6 - W T.O. DOOR REMOVE EXISTING LAY-IN ACOUSTIC z LI CEILING TILE I ® L FIX 5 ® 1 -- • E SFLOOR SLAB. FOUNDATION WALL '^ AUTOMATIC DOOR SYSTEM R TO REMAIN V♦ i s s ' Mll. STUDS • Ib' OC. fir _ 3/4" RECESS FOR PEDIMAT FLOOR GOVERING z RE: STRUCT. t INTERIOR DINGS + I ° I 4' CONCRETE SIDEWALK NEW LAY-IN ACOUSTIC GEILIN6 R TILE GRID W ELECTRIC SNOW+ELT SYSTEM AT ENTRY ONLY, SLOPE 1:11 _ PROJECT 711RE ■ a CONCRETE CURB l SPILL 6U TER DATE 8'20-97 TO EX6�ASPHALT PARKING LOT REMOVE EXISTING F SLAB AS NOTED FOR NEW FLOOR CONS TON 1001-00 T.O. A atAwN er T.O. SLAS EL 10 : . . . . O : O:: er . - - . . , - - - - -- - - - _ - -- --- - - - - -- � � 4' -+�3 Yip . . : ' • : cKE CD 8 _ `. ?t -Ri3J39 _ REV.0. - - I REV. Sa• EXPANSION 1OINT W ELASTIC SEALER —III • 11 �I I �i I 1=1— 11 I I-1 I I- "—i I I-1 I - -I CONCRETE FOUNDATION t , RE: STRUCT. DWGS EXISTINS FLOOR SLAB, FOUNDATION DRA*WG N0. WALL TO REMAIN i a i A ` fin of Van ENLARGED SECTION AT ENTRY ENLARGED SECTION AT LOADING 1 ° ' ° 1/2 = 1 -0 1 '- 1/2 " = 0" LOF F Copy y� RE : A3.o RE : AA5.0 l and 111 . A60 2c4d file: A60 I � O NEW GRAVEL BALLAST REMOVE EXISTING MTL. GAP, PREPARE WALL AS REQUIRED FOR NEW PARAPET, SEE DEMOLITION PLAN 4 ELEVATIONS NEW PAINTED GALVANIZED STEEL FOR LOCATION I / GAP, INTERSTATE GREEN 051524 EXISTING ROOF 5TIZXTURE W/NEW EDPM MEMBRANE ROOFING j 130'-O" NEW CONSTRUCTION EXISTING CONSTRUCTION I NEW GALVANIZED STEEL GAP, INTERSTATE v T.O. PARAPET -� GREEN 051524 NEW ADHERED EDPM MEMBRANE ROOFING 51 M. EXISTING MODIFIED PARAPET , NEW 2 112" POLYISOCYANURATE RIGID INSULATION eAl CO[pq�o I I c., O I GARY M. * ADAMS i EXISTING CANT STRIP AND MEMBRANE n: :. . :. :• TO BE REMOVED !/ NEW MTL. DECKING TO ALIGN W/ --- -- EXISTING CONCRETE ROOF STRUCTURE AVkC1r��� i EXISTING, SEE STRUCTURAL DWCf6. I __ 1 _ f0 ' ti i W/ NEW RIGID INSULATION i + EPOM ROOF MEMBRANE NEW STEEL ROOF STRUCTURE. ! i ! 98285 ■ n SEE STRUCTURAL DII i j EXISTING STRUCTURE TO REMAIN PROJECT NO. o NEW LAY-IN AGOU5TIC CEILING TILE 4 GRID r - TO MATCH EXISTING LAYOUT, FINISH 4 PROFILE TO ALIGN W/EXISTIN6 I V n^ FF 1 EXISTING WALL FRAMING 4 3/4' ° INSULATION BOARD TO REMAIN. REMOVE EXISTIN6 WOOD SIDING, Z W 2" E.IF.5.. SEE 5PEC♦5 - — - - - ��� PATCH 4 REPAIR INSULATION _0 1/2" EXT. GYP. BD. SHEATHING y 121 '-0 1/2 " Ate% BOARD SEE FFLOOR PLANS FOR U n T.O. HEAD j LOCATION OF NEW INTERIOR W ., ' FINISHES s ° co EXISTING 5OFFIT/BU.KHEAD TO j � ■ ° REMAIN ; �— �—T ♦V ° - EXISTING CEILING TO REMAIN Z ( 1 z v o ALUM. STOREFRONT WINDOW SYSTEM _ J cr ji ! D EXISTING CEILING TO REMAIN, PATCH n 4 2" E I F.5., 5EE SPECS m Q n 8 REPAIR 0 CONNECTION TO NEW 0 RE: 4.1 AS REQUIRED = LIj I ' CLEAR IN5ULATED HEAT MIRROR GLASS it o ; o DO 115' O" % Z ■ L ^ REMOVE EXISTING WALL FRAMING, W 1.{w u FINISHES, GLA55, GREENHOUSE, DECK NEW 0145 TION EXISTING CONSTRUCTION 4 RAILING SEE DEMOLITION PLAN 4 I DRAWING TITLE u ELEVA710N5 I EXISTING INTERIOR CONCRETE SLAB I 4 MTL. DECK TO REMAIN = II a W J REMOVE EXISTING WIN& WALLS. STEEL COLUMNS TO REMAIN, SEE DEMOLITION I �' EXISTING STRUCTURE TO REMAIN J ° i PLAN 4 ELEVATION IIg 2 '7011 I T.D. SLAB , REMOVE EXISTING LAY-IN ACOUSTIC ]15 ' Irk �r 1 . i � r CEILING TILE 4 GRID `Q ? I I i I N 3 NEW 2x WOOD SLEEPERS OVER � ■ EXISTING STRUGT., SEE STRUCT. DWGS. I10'-O" T.O. HEAD I j / I 1 V� � W 10 � 5/6" GYP. BD. BULKHEAD ON 3-5/6" W MTL. STUDS 0 Ib' O.G. - - - 7 N I L < BANK TELLER BULKHEAD BEYOND W NEW LAY-IN ACOUSTIC CEILING TILE u = / i = 4 GRID ¢ '" NEW LAY-IN ACOUSTIC CEILING TILE 4 J / GRID, SEE REFLECTED CEILING PLAN Q FOR LAYOUT 13 - I A71 EXISTING INTERIOR CONCRETE SLAB I Ex15TING LANDSCAPING, 5EE 517E PLAN EXISTING LAY-IN ACOUSTIC CEILING TILE ■ 4 MTL. DECK TO REMAIN 4 GRID REMOVED i W z EXISTING STRUCTURE TO REMAIN ( u I y i REMOVE EASING STOREFRONT 4 WALL, STRUCTURAL STEEL TO REMAIN EXISTING STRUCTURAL COLUMN TO REMAIN 518" TYPE "X" GYP. BD. - 10" z 6" FOIL FACED BATT INSULATION E5.0' \ Q A ILO EXISTING FLOOR SLAB, FOUNDATION WALL 4 FOOTING TO REMAIN Q ■ b' STRUCTURAL STEEL STUDS • 16" O.G. PROJECT TITLE I 100'-0" _ �- - - - - -- - - - - NEW P.I.P. CONCRETE SIDEWALK 820'97 I DATE SEE 517E PLAN - - . . t ; SCALE v2• = Y-0•74 DRAWN BY CD.GF,AV i CD.KS j NEW 3/4" EXPANSION JOINT W/ = V D. BY I 9�5-97 1 ELASTIC SEALER I ' I REV. .) EXISTING COMPACATED GRAVEL TO _ 1 I REMAIN, PROVIDE NEW AS REQUIRED REV. NEW FLOOR SLAB, SEES A81 j STRUCTURAL DWGS. I - DRAWING NQ NEW FOUNDATION WALL 4 FOOTING, SEE STRUCTURAL A6w1 i ENLARGED SECTION AT ENTRY ENLARGED SECTION AT ENTRY EXISTI% FLOOR SLAB, FOUNDATION RE : A3.0 RE : A3.0 � 7bW11 Oil Van WALL ! FOOTING TO REMAIN 6°° files ^�° 26ad flies ;OFFICE COPY 1 NEW GRAVEL BALLAST NEW C-ONSTRUGTION EXISTING CONSTRUCTION NEW ADHERED EDPM MEMBRANE EXISTING CEILING TO REMAIN, ROOFING PATCH I REPAIR O CONNECTION 1 NEW GRAVEL BALLAST NEW 20 POLYSTYRENE RIGID INSULATION (�J ( G l TO NEW RE: A4.0 j TO ALIGN WITH EXI5TIN6 NEW 1120 EXTERIOR GRADE PLYWOOD ! EXISTING ROOF STRUCTURE WVNEW SHEATHING EPDM MEMBRANE ROOFING QF Cal NEW BERRIDGE HARTFORD EGREEN 1 4 NEW PAINTED GALVANIZED STEEL GAP. GARY M. \ - - -- Al.o SIM. j 1, .----- -- -- A1.0 BERRIDGE HARTFORD MEN � * ADAMS NEW MTL DECKING TO ALIGN W/ 12b'-0" EXISTING, SEE STRUCTURAL OW65. P' T.O. PARAPET ; EXISTING MODIFIED PARAPET - 1016 l EX15TINS CANT STRIP AND MEMBRANE / NEW STEEL ROOF STRUCTURE. �\ $LOPE TO DRAIN ROOFING TO BE REMOVED E ARC \ SEE 5TRUCTURAL DW65. NEW LAY-IN ACOUSTIC CEILING TILE I GRID TO j " ' MATCH EXISTING LAYOUT, FINISH i PROFILE I EXISTING CONCRETE ROOF STRUCTURE TO ALIGN W/EXI5TING ,r ■ „: :t1 Y' xr; :.s ' '` - WREYN EPDM ROOF MEMBRANE ^ -� r 98286 � n NEW TYPE `x` GYP. BD. PTO TO MATCH 1 ADJACENT, ALIGN FINISH WALLS FLUSH j - EXISTING STRUCTURE TO REMAIN PR"CI Na „°I i JL II All r ' V o 20 E IF.S, SEE SPECS. PROVIDE FIRE RATED WOOD FURRM6 TO STRUCTURE ABOVE co o E.I.f.5. RECOMMENDED 1/20 SUBSTRATE - - - - -- AS REQUIRED FOR NEW SOFFIT Z x b• FOIL FACED BATT INSULATION O I 4 5/8' TYPE 'x" GYP. 8D. PTO TO MATCH - -- -- - - - --- - - - REMOVE EX15TIMS SOFFIT 1 FRAMM6 AS REQUIRED FOR ADJACENT f[NISH //���� NEW CONSTRUCTION n b' STRUCTURAL` STEEL STUDS a Ib' O.G., Izl '-O I/2 " W SEE STRUCTURAL DWGS. T.O. SILL A7.0 ! o co EX15TINS LAY-IN ACOUSTIC CEILING TO REMAIN EXISTING GYP BOARD SOFFIT/ 'n ■ o V n BULKHEAD TO REMAIN I` CLEAR INSULATED HEAT - - ID EXISTING WALL FRAMING 13/4' INSULATION BOARD TO REMAIN. MIRROR GLASS REMOVE EXISTING WOOD SIDING, PATCH t REPAIR J n ALUM. STOREFRONT WINDOW SYSTEM IWA LATION BOARD AS REQUIRED FOR NEW E.I.F.5. SEE n FLOOR PLANS FOR LOCATION OF NEW INTERIOR FINISHES m REMOVE EXISTING WALL. FRAMING I Q o FINISHES i GLASS GREENHOUSE, W IND RAILING AND DECK. SEE DEMOLITION PLAN I NEW ELEVATIONS i v 20 E.LF.S., SEE 5PEG5 o o a ° EXISTING STRUCTURAL COLUMN j ' REMOVE EXISTING cc WING � < TO REMAIN WALLS, SEE DEMOLITION AI.Oi PLAN I ELEVATION r - a ° I15 '-O" ■ J EXISTING INTERIOR CONCRETE SLAB °' T.O. SILL _ . W a. u I MTL. DECK TO REMAIN EXISTING WOOD RAILING TO REMAIN I BE PTO-, DRAWING nnE a ' REMOVE EXISTING EXTERIOR DECKING COLOR TO MATCH E.IF.5. W i RAIL. FLOOR STRUCTURAL FRAMING /� SEE STRUCTURAL OWG5. NEW TION XISTING CONSTRUCTION 1.�. W O O NEW BASE TO MATCH ADJACENT PROFILE I FINISH, TYP. I12'-O" _ EXISTING LAY-IN ACOUSTIC CEILING TILE TO REMAIN o T n T.O. SLAB � r _117 -Ir -ir CD NEW CONCRETE SLAB i MTL DECK TO ALIGN W/EXISTING, SEE STRUCTURAL �JL JL JL JL JL JL JL DOGS. Y L NEW 314' EXPANSION JOINT WVELOSTIG FILLER ■ 110'-O" All - I j NEW ASPHALT ROAD PAVING, SEE SITE PLAN REMOVE EXISTING SOFFIT I FRAMING j' Q j FOR LOCATION H i AS REQUIRED FOR NEW CONSTRUCTION / / iv y� i / ( EXISTING COMPACTED GRAVEL TO REMAIN, ` z PROVIDE FIRE RATED WOOD FURRING / / / PROVIDE NEW AS REQVRED {.. TO STRUCTURE ABOVE, AS REQUIRED j • FOR NEW SOFFIT EXISTING EARTH, COMPACT AS REQUIRED DUE x / o TO NEW CONSTRUCTION vs M I / - L:01-IT \� n NEW STEEL STRUCTURE BUILT UP F1 \TORE j ^ OVER EXISTING, SEE STRUCTURAL HH ' ® \ ^ EXISTING FLOOR SLAB, FOUNDATION WALL I EXISTING STRUCTURE TO REMAIN 4 1 q• 1 -q• FOOTING TO REMAIN ■ z I I EXISTING 1 AUTOMATIC I W TELLER MACHINE - J ; 2' WALL REVEAL EXISTING LAY-IN ACOUSTIC CEILING O ___ -PITTGON I v' TO REMAIN y/ b \ ry I EXISTING ' _ SIM OR EGIUAL \AIO / I ~ NIGHT DROP ! ` EO BOX > z EXISTING STOREFRONT t WALL TO A I SIM Q I Q z REMAIN, SEE DEMOLITION PLAN I ELEVATION - J FOR EXTENT OF NEW WORK PRaECt nTLE ■ a 100'-0` - ----- --- - - - - - - NEW P.I.P. CONCRETE SIDEWALK v T.O. 5L ON GRADE -- — I I DATE 8'20-97 NEW 3/4" EXPANSION JOINT W/ SCALE 1/2' - 1f_0• ELASTIC SEALER / i DRAWN BY CO.GF.AV CWED. By CD,KS EXISTING COMPACTED GRAVEL TO i REV. I 9'6_97 REMAIN, PROVIDE NEW AS REQUIRED REV. I EXISTING FLOOR SLAB, FOUNDATION REV' WALL I FOOTING TO REMAIN i CADPILE A62 i DRAWING N0. ENLARGED SECTION AT ENTRY EAST ELEVATION OF VES"WLE ENLARGED SECTION AT LOADING A6 . 2 1 Town of �`aii RE . A3.0 RE : A3 .0 RE : A3.0 cod Ills, .OFFICE COPY cod Illo:ENTRYELE Gad Ella. Abp ' . 1 i 5 3-5/8" METAL STUD 5/8• TYPE 'X' GYP. BD. I 2 1 P051TION TO ML05E PREFINISHED GALVANIZED MTL. R A1.1 EXISTING COLUMN LINE OF THRESHOLD 5TEELRID6E BEAM, SEE AUTOMATIC SLIDING DOORS STRUCTURAL DASS , T.O. MTL . ROOF NEW GALVANIZED STEEL GAP, BALKER ROD ! SEALANT PREFINISHED GAIjYANIZED MTL. EL . I35 '—O" COLOR INTERSTATE GREEN FIRE-RE515TANT HD BLKN6 SNAP SEAM ROOM W/12" PANELjS, T.O. STEEL 1 (0 COLOR INTERSTATE GREEN UC 1051524 EL . 154 '-5 " 2x6 WOOD STUDS 0 Ib' O.G. STEEL STRUCTURE SEE STRUCTURAL 01IN65. RE: STRICT. DWGS 112" 05B SWEAT ING 2xb WOOD STRUCTURAL STUDS 12 RE: STRIJCT. DW65 6' FOIL FACED BATT 1 12 I/2• 055 SHEATHING 1 1 Qf CO[D \ INSULATION 2xb WOOD STUDS 0 16" .C., ROOFING RED EPDM MEMBRANE I 1/2' EXT. GYP. BD. SHEATHING SEE STRUCTURAL DW6S I NEW GRAVEL BALLAST 7D GARY M. * ADAMS STEEL COLUMN, SEE STRUCTURAL DINGS. NEW POLYSTYRENE ROOF 1 IN 016 INSULATION TO ALIGN W/EXISTIN6 sT.O� NEW PARAPET I/40 121-0" 1/411 LINE OF REVEAL PREFINISHED GALVANIZED MTL. 6 IF E 1 I NEW STEEL STRUCTURE, SEE I I EL. 130'-0" ,55/00 121-0 V2" 3 518' 2' E.I.F.S. CLIP W/DRIP I I STRUCTURAL VIAII ( A - ! 2" E_LF.S. ON 1/2" RECOMMENDED .S. 1 NEW CONCRETE t MTL. ROOF 4 7/8' 12'-7 3/4' SUBSTRATE, RE: SPECS 1 BALKER ROD l SEALANT I A"1.1 DECK TO ALIGN W/EXISTING, I I I Co w EXTEND EPDM UP WALL BEHIND E.I. .5. I SEE 5TRUGTURAL DW ■ G5. 88286 Vo MIN. 2'-O" I I PROJECT NO. ° AUTOMATIC DOOR JAMB DETAIL O LASH CEILING TILE t GRID 2X6 WOOD STUDS 0 16' .G. TO MATCH EXISTING LAYOUT, FINISH � 1 T _ IC t PROFILE TO ALIGN W/ EXISTING I o Re: A3,0 I T.O� EX ROOF SLAB r ' n CAD FL.E: 6LDR44M Z V I x • I I U 5 W n n ALUM. STOREFRONT WINDOW SYSTEM W/I' CLEAR INSULATED HEAT MIRROR GLASS 2" E.I .F.S. N 1/2" EXTE ZIOR GYP. / ■ o I51-4EATHINt Z n I I 0 0 HOOD BLOCKING - - - - - - - -- - -- - -- - - SEALANT 4 BALKER ROD b" FOIL FACED BATT INSULATION j n n PREFIN15HED ALUM. FLA5HIN5 W/ 5/8" TYPE "X" GYP. BD. TO ALIGN W/ m Q • DRIP TO MATCH STOREFRONT C40LM I EXISTING I r k PREFINISHED GALVANIZED MTL. SNAP NEW BASE TO MATCH ADJACENT u n W o 5TANDIN5 SEAM ROOF KA2' PA EL5, STS PLATE SEE ARCHITECT FOR COLOR - NEW STEEL STRUCTURE, SEE STRUCTURAL DWGS. o i. O STEEL PLATE PION, NEW FLOOR FIN15H TO MATCH ADJACENT m . o fl TO MAIPC44 CANOPY BREAK MTL. FLASHING GAP II _ - - - Not o III TO r�Aa I NEW DBL 3/4" PLYWOOD DECK TO ALIGN W/EXISTING, I J a TNitEAO[O STEEL n►c. - - SEE STRUCTURAL DW65. Z . ■ EL . I15 -4 2xb wooD STUDS a w• O.C. r� I' TK ROD - NEW CARPET t PAD TO MATCH ADJACENT, RE: A5.1 li u go b" FOIL FACED BATT INSULATION EL . 114 '-6 A 5/8" TYPE 'X' GYP. W. 1 518' TYPE GYP. W. ON 7/8' NATN°TC mtE CHANNEL Ib' O.G. t HUNG W/ I NEW MTL. DECK A CONCRETE SLAB TO ALIGN W/EXISITN6, 1 > 2' E.IF.S. OVER I/2' REGOMMEN7ED E.IATE 1-1/2' MTL. CHANNELS 0 4'-O' O.G. SEE STRUCTURAL DWG5. A w ` P � 11 WIRE TIES Ii o STEEL PLATE _ 5/8" TYPE "X" GYP. BD. ON 9/8" MTL. FURRING a Ib" O.G. o THREADED STEEL PIPE WELDED TO PLATE STRUCTURE' SEE STRUCTURAL HUNG W/I—I/2" MTL . CHANNELS t WIRE TIES 0 4'-00 O.G. o � T n TUBE STEEL, SEE STRUCTURAL OW65. 3/4' PLYWOOD DECKING ELEVATION RE 5T �XIST� (n 5/8" TYPE "X" GYP. BD. PTD. DETAIL AT STEEL PLATE CENTER 10� SLATE i AUTOMATIC SLIDING DOOR MOTOR HOUSING BEYOND ''� ■ 11 ROUTER CUT DRIP I LEGTRONIG MOTOR SENSOR 1 T� co W ui `7 TUBE STEEL WELDED TO STUDS. GRIND SMOOTH ALL JOINTS, COLOR EL. 112'-O' BY ARCHITECT, SEE STRUCTURAL DWCfi. MIN 1/42 X 3/40 BENT MTL. BAND, HELD TO I � FRAME I I z I' TIE ROD x n 3/8" CLEAR TEMPERED SAFETY GLAZIIN6 I In Ib GA. CONTINUOUS BENT RETAINER CLIP n n NEW STEEL STRUCUTRRE TO' ALIGN Q n BETWEEN PANELS, HELD TO TUBE STEEL, I PI /EXISTING, SEE STRUCTURAL I B.O. SOFFIT/T.O . MULLION 5i80 DEEPGLIP DWGS. ^ • iV LAY-IN ACOUSTIC TILE 1.� ■ EL . 110 '-0 " n = CEILING t GRID, SEE W I O REFLECTED CEILING PLAN VA2m Qp a 314' GONTINIOU5 REGLET _ T.O . CANOPY REVEAL PTD. BLACK I I EL . 101 '-4 " PARTITION TYPE 5 Not TUBE STEEL, SEE STRUCTURAL / / O I ATM _ DYNGS. j / O WAITING p ; < j a 102 I 2 LAYERS 2" E.I.F.5. ON BLDG. B.O. CANOP a SLIDING SLIDING CORNER IST FL. ONLY, SEE BACKER ROD 1 SEALANT -- -- -- - — O n ELEVATIONS I z EL . 108 - - - -- - __. __...; _ —__- i- 2" WALL 1MVEALINNINNINIPININTI RECESSED ENTRANCE MAT c S L COMPOSITE PANEL, FINISH TO 518" TYPE 'X• GYP W. O SHR-200 INIP50, OR APPROVI EQUAL BASE, RE: A'S.O MATCH STOREFRONT MILLIONS 3/4" GONTIHUOUS RE6LET 1 I AVTOM I DOOR FINISHED FLOOR, RE: A5.0 I PROJECT TITLE ■ a SYSTE T.O . DOOR Ti1BE STEEL RE: STRUCTURAL DHNGS. REVEAL = I.P. CONCRETE SLAB ON SEE TRUGTURAL DW65. DATE 8-20'97 EL . 10-1 '-0 " HOOD BLOCKING ALUM. STOREFRONT WINDOW SYSTEM W EXISTING GRAVEL, COMPACT l; I SIM SCALE AS NOTED ELEVAnoN, . oirt.sior+s N ' 2' E.If.S. ON I12' RECOMMENDED I' CLEAR INSULATED AS REQUIRED FOR S .� TO ® E.IFS. SUBSTRATE RE: SPECS + HEAT MIRROR GLASS - I NEW FOUNDATION WALL t FOOTING; 1 \ T.O. SLAB oc'ED. By CD, GF, AV THO511 LOCKIND STRA16NT 2' X 5/6" WAIL REVEAL-- / PITTCON SM-200-050 - ON K , 5EA ANT OR Ed1AL - - { h,C 4 ' I / . REV. 6-97 cur INTO . rsLD 70 ' REV. . t I STEEL PRAh$ ELECTRONIC MOTION SENSOR REV. AUTOMATIC SLIDING DOOR MOTOR NOISING 1 i I NEW P.LP. CONCRETE SLAB ON GRADE, -i i CADP1� A83 SEE STRUCTURAL PASS. AUTOMATIC DOOR SYSTEM EXI5ITNG COMPACTED GRAVEL TO DRAWING NQ LINE OF FIN15H FACE OF E.IF.S. BEYOND REMAIN, PROVIDE NEW AS REQUIRED RIGID FOUNDATION INSULATION RE: SPECS 1 EXISTING COMPACTED EARTH, PROM A603 NEW AS REQUIRED of ��il ENLARGED WALL SECTION AT ENTRY ENLARGED SECTION AT ENTRY /F�c� top, OF . RE: A3.0 RE: A3.0 CAD Fl.� GANDPYZ CAD FL& AW WRAP ROOF MEMBRANE 43/4' OVER BLOCKING 5/a' WATER 5/b' WATER RE515TENT 5 1b' WATER RESISTENT be STRUCTURAL. STEEL T.O. PARAPET 22 GAUGE PAINTED GALVANIZED RESISTENT GYP GYP BOARD TO BOTTOM OF GYP BOARD TO UNDERSIDE 5/89 GYP BOARD STUDS 0 16" OL. "/W STRUCTURAL STEEL STEEL GAP 4 RECEIVER FLASHIIN6 51b' TYPE 9X" 3-SM" METAL STIR BOARD TO STRUCTURE, RE51R00145 OF SLAB, RESTRO01i EL . 130'-O" GYP BOARD 016' OL. IUNDER51t OF ONLY ON Y STID5 0 16' OL.TO BOTTOM RE TREATED SLAB, SIDES S-5!a' METAL STUD EL . 128 -O " PARAPET GAP WOOD OF STRUCTURE, GERANNIG WAIL CERAMIC, 0 I6' OL. 3 IQ' SOUO CONTINUOUS HOLD DOWN CLIP BOTH SIDES TILES BOTH SIDES ATTENUATED W/ SEALANT AT DRIP EDGE, BOTH SIDES 3" SOUND BATT WAILATON 314' THICK HORIZ. E.IF.S. 3 1/2' SOUND ATTENUATION BATT ATTENUATION BATT 6' STRUCTURAL STEEL STUDS 5/b' TYPE X' GYP "' TYPE 'X" GYP 0 Ib' OL. BOARD TO BOTTOM BOARD TO BOTTOM rEMPARAPET FIND EDPM O NONRATED O O STRUGn�tE O O O MEMBRANE RooFl►� Q NONRATED 3 NON RATED 4 NONRATED 5 NONRATED am Sims 6 NONRATED NEW 3/40 EXTERIOR GRADE PLYHOOD INTERIOR PARTITION WALL TYPES E pf C01 09 SHEATHING TO ALIGN W/EXI5TIN5 1 - 112 1 ' - 0 " Q� q INSULATION BOARD TO REMAIN RE: w NEW 112' 05B SHEATHIN6 FOR COLOR FINISH, SEE ARCHITECT cod file: PARPET * AD $ 1 LLI Q ; REINFORGING MESH EMBEDDED B- 1016 IN BASE GOAT 22 GAUGE PAINTED GALVANIZED STEEL GAP 4 RECEIVER FLASHING \lam 1 43/4 be STRUCTURAL. STEEL STUD BRACING AS REQUIRED \� 2' INSULATION BOARD T.O . PARAPET FIRE TREATED WOOD BLOCKING — E.IFS. RECOMMENDED 1/2" SUBSTRATE F Alit ,3 CONTINUOUS METAL HOLD DOWN CLIP 20 INSULATION BOARD r� Z FIRE TREATED 2x4 PERPENDICULAR L . 128 -0 in W/ SEALANT AT DRIP EDGE, BOTH SIDES X286 VJ • n TO EACH VERT. PARAPET FRAMING REINFORCING MESH EMBEDDED IN BASE COAT v� MEMBER k 3/45 THICK HORIZ. E.IF5. E.1FS. FINISH, SEE ARCHITECT FOR COLOR PROJECT Na n F— REMOVE EXI5TIN5 MTL. GAP, F-- REMOVE EXISTING MTL. GAP, FASTENERS, 2xb WOOOD STIRS 0 16' OL., RE: STRICT. DINGS. ' W FASTNERS, SEALANT t WOOD SEALANT 4 WOOD BLOCKING. WRAP REINFORGINS MESH 4 BASE COAT 2' MIN. 0 0 EXISTING 2 X 4 WOOD FRAMING, BLOCKING. PREPARE EXISTING EXISTING PARAPET, PREPARE AS REQUIRED UNDERSIDE OF INSLLTION BOARD SHEATHING TO REMAIN PARAPET AS REQUIRED FOR EXISTING 2 X 4 WOOD FRAMING, i FOR NEW CONSTRUCTION 5/6" TYPE 'X' GYP. W. V ° NEW CONSTRUCTION SHEATHING TO REMAIN FIRE TREATED WOOD BLOCKING AS REQUIRED 3 STANDARD ADIESIVERMSTIC E.IFS. FINISH, SEE ARCHITECT FOR COLOR — EL 110' O' x EXISTING WALL FRAMING 4 3/4' �OVER GAP BLOCI KING IT OR v AS REQUIRED BY MFGR. INSULATION BOARD TO REMAIN. I REINFORCING MESH EMBEDDED IN DOLOR PRIME < Z REMOVE EXISTING WOOD SIDING, BASE GOAT it BACKER ROD ! SEALANT RETURN TO FAGS OF E.IFS. CONTINUOUS FASTNER AS FINISH 4 STOREFRONT FACE _ REQUIRED BY MFGR PATCH 4 REPAIR INSULATION {— BOARD AS REQUIRED FOR NEW i PREFINISIED ALUM. BREAK MTL. BY WINDOW MF6RJ`.AIPPIJER ^MONSOON NEW GRAVEL BALLAST I E.IF.S. STANDARD ADHESIVE/ BACKER ROD 4 SEALANAT , MASTIC AS REQUIRED BY o X ADHERED EPOM ROOFING MF6R. W NEW GRAVEL BALLAST 2' INSULATION BOARD b' ALUM. STOREFRONT WNDOW SYSTEM. ALIGN VNUEXTERIOR + • o SEAM CAULK AS REQUIRED INTERIOR EXTERIOR FACE OF SUBSTRATE / ♦ BY MF6R CONTINUOUS FASTNER AS In CLEAR INSULATED HEAT MIRROR GLASS V o EXISTING ROOF INSULATION TO BE ! EXISTING WALL FRAMING 4 3/4' LAP SEALANT REMOVED AS REQUIRED BY NEW REQUIRED' INSULATION BOARD TO REMAIN, b' STRUCTURAL STEEL 5TUD51 Ib' OL. .. RI61D ROOF INSULATION CONSTRUCITON ADHERED EPDM ROOFING �_ - -_ REMOVE WOOD 5101% M L j WALL ANGLE FOR 691D CEILING LL ^ EXISTING CANT STRIP 4 RIGID ROOF INSULATION X MEMBRANE ROOF TO BE REMOVED EXISTING CANT STRIP 4 EPDM MEMBRANE �� ^ EXISTING PARAPET TO REMAIN LAP SEALANT ROOF TO BE REMOVED EL. 9'-O' Q It - EXISTINGS 3/4' INSULATION TO 5EAM CAULK AS REMAIN REQUIRED BY MF6R. EXISTIN6 ROOF DECKING TO REMAIN ALIGN FADE OF GYP. BD. I o EXISTING CONCRETE STRUCTURE 5i PK BD CORNER OF WALL J o LAY-IN ACOUSTICAL TILE SUSPENDED GRID CEILING w o " ROOF, STEEL STRUCTURE TO REMAIN „ • „ " o NEW PARAPET WALL EXISTING PARAPET 1ST FLOOR STOREFRONT HEAD DETAIL Q < 1 - 1 /2 = 1 — 0 1 - 1 /2 = 1 — 0 3 = 1 — 0 V 4 Rd . ■ ° 1 RE: RE : cad file: PARPETN cod file: PARPET cod file: STOREHEDI W o a ° u 2" INSULATION BOARD DRAWING TITLE ' W SEALANT E.IF.S. RECOMMENDED V20 SUBSTRATE > 10 CLEAR INSULATED NEAT MIRROR 6LA55 i E.I.F.S. PEDIMENT OVER CENTERLINE OF /�► WINDOW BEYOND Ii ° 6' ' TYP. E.IF.5. WINDOW TRIM o BACKER ROD 4 SEALANT ALUM. STOREFRONT WINDOW SYSTEM, ALIGN W/EXTERIOR DOU13LE i 2' S/b' a 4• FACE OF SUBSTRATE STRUCTURAL STUDS ", JAMB ANCHOR CLIPS, FOUR PER JAMB, EACH 6' FOIL FACED BATT INSULATION - AT JAMB AND i JAMB TO HAVE ONE FLOOR ANCHOR CLIP ^ PREFINISFED ALUM. BREAKMTI . PREFIN15FEP ALUM. FLASHING TO MATCH WINDOW COLOR AROUND DOOR LINE OF E.IF5. WALL FINISH BEYOND SILL/RADIATOR COVER TO MATCH iv FRAMES WRAP REINFORCING MESH 4 BASE GOAT 2' co WINDOW FRAME COLOR �ELEV : WINDOW 51LL 1 '- 10 " MIN. 0 UNDERSIDE OF INSULATION BOARD in ^ BACKER ROD 4 SEALANT RETURN TO FACE OF E.IF.5. N Q DEMANDIT OR COLOR PRIME ALM. FIN TUBE COVER L TO MATCH WINDOW FINISH 4 STOREFRONT FACE FRAME DOLOR DENNANDIT OR COLOR PRIME r FIN TUBE, SEE FIRE TREATED WOOD SILL PLATE I 6' STRUCTURAL STEEL STUDS 0 *0 04. Q � � N O I - MECHANICAL OW05. WRAP REINFORCING MESH 4 BASE COAT 2' MIN. 0 - FIRE TREATED WOODIBLOGKIN6 AS REQUIRED z � MXR51DE OF INSULATION BOARD c CONTINUE WALLGOVERIN6 -� UNDER RADIATOR HOUSING 2x6 WOOD STUDS 0 Ib• OL., RE: 5TRUGT. Ex15TIN6 WALL ANGLE FOR 6R1D CEILING 70 HOLLOW METAL FRAME, COLOR BY IBE REU5ED4 ATTAGFflD TO NEW WALL AS = 60 FOIL FACED BATT INSULATION ARCHITECT REQUIRED DUE TO NEW CONSTRUCTION M a 518' TYPE 'X' GYP. BOARD 5/b' TYPE 'X' GYP. BD. E.IFS. RECOMMENDED 1/2' SUBSTRATE CORNER BEAD I r - ; Q b" METAL STUDS 0 Ib• OL. OR _ 3-5/6" METAL STUDS Ib' OL. 2' INSULATION BOARD RE: A3.0 EXISTING LAY-IN ACOUSTICAL TILE SUSPENDED GRID _ n CEILING TO REMAIN, SEE DEMOLITION PLAN 4 n BACKER ROD 4 SEALANT ` 0 a NOTE: REINFORCING MESH EMBEDDED IN BASE COAT CONTRACTOR SHALL VERIFY WALL THICKNESS TO DETERMINE CORRECT WAIL SECTIONS FOR EXTENT OF NEW WORK FRAME THROAT SIZE PRIOR TO FABRICATION. EXTERIOR STOREFRONT WINDOW SYSTEM, ALIGN W/ z EXTERIOR FADE OF SNEATH E.IF.S. FINISH, SEE ARCHITECT FOR COLOR IN6 BAGkER ROD ANN) u FIRE TREATED WOOD WRAP REINFORCING MESH S BASE GOAT 2" MIN. 0 DOOR FRAME DETAIL &*4T 6' In CLEAR INSULATED NEAT MIRROR GLASS ' BLOCKING AS REQUIRED UNDERSIDE OF INSULATION BOARD 3° = 1 9 - 0" � - 2ND FLOOR STOREFRONT HEAD DETAIL < CORNER REINFORCEMENT 3 " = 1 ' — O " 4 2-I/20 MTL. STIRS 0 RE : ` 160 OL. \ SECONDARY 5EAL cod file: DRFRAME cad tile: STOREHE02 / - r BASEBOARD BACKER ROD 4 SEALANT A ALUM. NEW RIP. CONCRETE 51DEWK, SEE STRUCTURAL DW55. W� SYSTEM STOREFRONT . WOOD DOOR 4 HOLLOW METAL FRAME Q a AL FINISH FLOOR - PREFINISHED ALUM. FLASHING 5/b" TYPE 'X' GYP. BD. OVER PNaECT ntte ■ a v VARIES, SEE ELEVATION 3-5/69 METAL STUDS 3/40 EWANSION JOINT 1 V: - 4 _ -- WINDOW JAMB DETA DATE 8-20-67 ELASTIC SEALER v d d - " " MECHANICAL FIN TUBE ENCLOSURE BACKER ROD 4 SEALANT 3 = 1 — 0 SCALE AS NOTED a NEW CONCRETE SLAB. v a RE: hEGFN DW65 Y RE: CD GF.AV FgIIpATION'�NALL a a SLOPE TO DRAIN cad tile: STOREJAM � duwN er � FOMNG, SEE STRUCTURAL d. 4 v v WOOD BLOCKING BACKER ROD 4 SEALANT GC ED. BY CD.K3 5• . 4 ° d v d v 4. / 60 STRUGT. 5TID5 REV. I 6'6-67 d v RE: STRUCf DINGS DOABLE 2x6 WOOD .IAMB REV. va n v Q o 4 4 - v i--� 5/60 TYPE 'X' GYP. W. b' FOIL FACED BATT INSULATION pEV. CADFIE ADO 1 FIRE RESISTANT WOOD BLOCKING 6' FOIL FACED BATT INSULATION I i I BOARD SHEATHINS DRAWING N0. 5EAHIN ALMNM STOREFRONT WIDOW SYSTEM d I/2• EXT. GYP. D. EXTERIOR Y E.IF.S.n 1 I I 2 LAYERS ° i � 1 i � In CLEAR INSULATED HEAT MIRROR GLASS "I e A � ■ 0 i ry L BALKER ROD t SEALANT E.I.F.5. REVEAL if WIDOW SILL DETAIL WIDOW SILL DETAIL PREFINISHED ALUNNINM FLASHING 3 " = 1 $ - 0 " 3 = 1 — 0 2• 29 E.IF.S. WIDOW SILL RE: RE: 1 LAYER 2 LAYERS OF 29 INSULATION BOARD cad file: STOREBA3 cad file: STORSILL AT BUILDING CORNERS ONLY, SEE ELEVATIONS i ` I I I RIDGE FLASHING, COLOR PREFINISHED GALVANIZED MTL. ! INTERSTATE GREEN LC e51524 SNAP STANDING SEAM ROOF W/ 12' IZ` 12' PANELS, COLOR INTERSTATE CABLE GALVANIZED MTL. TMP T.O. MTL . ROOF , PER W6R.RE�I 4 I GABLE CLIP, DOLOR INTERSTATE GREEN UC e51524 PREFINISHED GALVANIZED MTL. EL . 135 '-0 " GREEN IUD •51524 SNAP STANDING SEAM ROOF W/ I ! CAULK SIDES 1 BOTTOM PREFINISHED GALVANIZED MTL. 120 PANEL5, OVER I 12' OSB i OF CLOSURE GORNERBEAD GABLE CLIP, COLOR INTERSTATE - SHEATHING / GREEN UC e51524 `� INTERSTATE GREEN, UG e51524 pE T.O . STEEL BEAM BENT BRACING GONTIN10U5 WOOD BLOCKING •p �C� I_ 5 162 TYPE •x' 1/2' 05D SHEATHING I = 2xb WOOD 5TUDS, SEE EL . 134 '-5 " SEE STRUCTURAL DVNGS. j CONTINUOUS CLEAT / CONTINUOUS WOOD BLOCKING DRIP FLASHING - STRUCTURAL DWGS. I i GYP BOARD 12• 12• PRl FINISHED GALVANIZED MTL. SNAP STANDING SEAM - l TYP. WRAP REINFORCING MESH t BASE GOAT I 1 I ROOF TAT PANELS, COLOR - 2' MIN. O UNDERSIDE OF INSULATION BOARD I WRAP REINFORCING MESH t I ROOF FRAMING--2xb WOOD BASE COAT 2' MIN. • I INTERSTATE GREEN UC e51524 �t - STUDS, SEE STRUCTURAL DWGS I UNDERSIDE OF INSULATION T I i ! 1/2' OSB SHEATHING I I 1 BOARD 2x4 WOOD 5TUO5 0 Ib' OG. STEEL RIDGE BEAM BEYOND, SEE STRUCTURAL ' E.IF.5. RECOMMENDED 1/2' OF COIO )� DWG5. I SUBSTRATE Y - i 1 WOOD STUDS, SEE EX15TINS � 9q�� j CONTINUOUS CLEAT 2' INSULATION BOARD I 1 STRUCTURAL DW65. 7 REMAIG INU4r1 M. 1' --- - DRIP FLASH ; I I WELDED LI HANGER * ADAMS PARAPET WALL FRAMING--2x6 I REINFORCING MESH EMBEDDED I TO EACH 510E of STRUGT. T/8• METAL FURRING i B- 1O16 r i WOOD STUDS 0 Ib' O.G., SEE IN BASE GOAT ! RE: 5TRUGT. DW95. C STRUCTURAL DWG5. STEEL ROOF BEAM, SEE I lj —�" I ARCHITFEG FOR FORK COLOR I I STRUCTURAL DYNGS. — E.I.F.S. COLOR el I I I I I AIR ; METAL ROOF FASCIA DETAIL METAL ROOF RIDGE DETAIL COLUMN COVER ! CORNER REINFORCEMENT 1 — 1 /2 = 1 - 0 3 = 1 - 0 IN BASE COAT RE : A6„3 ' " RE: , " 96266 4■ REINFORCING MESH EMBEDDED RE :1 A5, 0 , A6 . 0 0 " STRUCTURAL DWGS. I ! (� � I cod file: RIDGE cad file: COLCOVER cod file: EAVE2 \ PROJECT 11 o 2' INSULATION BOARD j -- — ---`— I ----- --- ----- - - Illinois HAROVIOOD EDGE. 111055 SHEATHING 1 I PLASTID LAM. ON ALL BLOGkING f1 MALL PREFIN15WD GALVANIZED MTL. SNAP ON 5/8" TYPE "x' GYP. W. EXP09ED SURFACES A5 REQUIRED STANDING SEAM ROOF MV12' PANELS o WRAP REINFORCING MESH t ON HIQ-I DENSITY . SEALANT i n ! BASE GOAT 2' MIN. 0 I COLOR INTERSTATE 6REQ1 UC e51524 3 UNDERSIDE OF INSULATION b' FOIL FACED BATT PARTICLE BOARD 4' BALkSPLASH i ■ I ! BOARD INSULATION r __? I _O1 ROOF FRAMING--2xb WOOD 5TUD`.� W 4 Y I I SEE STRUCTURAL DWGS. fl , I I I CONTINUOUS SEALANT W/APPROPRIATE I I - I I PARAPET WALL FRAMING 2x6 n I BOND BREAKER 2xb WOOD I WOOD STUDS a Ib' O.C. n 5TUO5 0 16' O.C. III '�' VIpOp a STANDARD ADHE5IVE/MA5TIG ( _ AS REQUIRED BY ROOFING J I KockMJG I A CLIP AS PER MFGR I , MFGR. 1 r \ / BENT MTL. CORNER BRACING, SEE STRUCTUAL j EPDM ROOFING MEMBRANE E.I.F.S. RECOMMEDED / I I I it BEHIND E.I F.S. MIN. 2'-0' 1/2' SUBSTRATE WINDOW ei DWFf�. o I I NEW GRAVEL BALLAST _/ ' I TO AME)RE TYP. BREW I/2' 05B SHEATHING i I E.I.F.5, FINISH, SEE ` v I I - - ATTACH j n RIGID ROOF INSULATION I ARCHITECT FOR DOLOR WRAP REINFORCING MESH 1 — - EXISTING ROOF STRUCTURE WMEW : ` ( <� — BASE GOAT 2' MIN. 0 UNDERSIDE Q , t, EPDM MEMBRANE ROOFING _ _ I _ 15M. SEE OF INSULATION BOARD n 2' INSULATION BOARD ` , I N WOOD PLASTIC LAM. PLUMBING DWGS r I I eLOCI ON ALL 1/2' EXT. GYP BD. SHEATHING n REINFORCING MESH '' NEW STEEL COLUMN ATTACHED TO EMBEDDED IN BASE '— w o WiPI ATE TO EXISTING CONCRETE t GOAT CONTINUOUS CLEAT HICJi DENSITY I �-- DRIP FLASHING J • I S+6 WATER RESISTENT ! MTL ROOF, SEE STRUCTURAL DWGS. �:-, , I PARIIGLE BD GYP BOARD i 2' INSULATION BOARD Q U < - NOTE: !NSLL-ATE HOT WATER 51JPPLY C WASTE • PIII W/ 1-IAW01 I °` REINFORCING MESH EMBEDDED o EXISTING STEEL 5TRUCTURE, SEE 5TRUGTURAL LAV-GUARD INSULATION kir OR APP12OVED EQUAL. I I IN BASE GOAT W • 0 ROOF GABLE - NORTH END TYPICAL REVEAL. DETAIL COUNTER TOP DETAIL METAL ROOF EAVE DETAIL �� E.IFS. COLOR Q a H , H „ , v ,. . [I ,I . H 1 - 1 /2 = 1 — 0 3 = 1 - 0 3 = 1 — 0 1 - 1 12 = 1 — 0 1 DRAWING 717LE RE : A6 . 0 RE : A5 . 0 RE : A3 . 0 RE: A6 . 3 W cod file: REVEAL I > cod file: CABLE _ cod filer RTOP cod file: CNTRTOP - I s E.LF.S. FINISH, SEE E.LF.S FINISH, SEE ARCHITECT FOR COLOR j I c ARCHITECT FOR COLOR I _ 5/8' TYPE •x" GYP. BD. 4- 1128 _�' ! J REINFORGING1MESN T I - - b` FOIL FACED BATT ! I EMBEDDED IN BASE GOAT I I Z W INSULATION I - 5/5' TYPE 'x" I Q I _ - - EJ F.SRECOMMENDED 1/2' 6 . BARD I `` _ `> I E I F5. RECOMMENDED 1/2' I / N . 2' INSULATION BOARD SUBSTRATE - I SUBSTRATE - - - -- - 2 ' INSULATION BOARD I le F 1 FIRE TREATED WOOD RECESSED FIRE W REINFORING MESH EMBEDDED i J RE NFI�+R40* MESH I 11 II i BLOCKING AS REQUIRED EXTINGUISHER W �I I IN BASE COAT E'".BL,PED IN BASE GOAT % !1 I CABINET ! W F ARCHITECT FINISH, COLONI II II I I /i EXTERIOR LIGHT FIXTURE, I N z i TEG OR I SEE ELECTRICAL DWGS., < EXISTING WALL FRAMING t I i - BADEBOARD t ELEVATIONS FOR < I s 314' INSULATION BOARD TO r FINISH FLOOR LOCATION a REMAIN, REMOVE EXISTING WOOD SIDING 2xb WOOD STUDS I I I 111 i (y 1 2x4 WOOD STUDS O Ib' O.G. N r 1 e 160 0-6. I ! I b' FOIL FADED BAIT SECONDARY SEAL i I �I I I INSULATION I PARTITION TYPE 4 n �< 1 I - CORNER REINFORCEMENT II I U I I 1 ^ NOTE: MAINTAIN THE _ I INTEGRITY OF THE a --- 1 - BACKER ROD t SEALANT I I 2xb WOOD I < FIRE�RATIILG 0 e ExI5T1NG 3/4' INSULATION I 3i•I` EXPANSION JOINT WU 5TUD5 0 I6' O.G. ~ BOARD TO REMAIN. PATCH I ELASTIC SEALER I I . 3" ATTENUATION z / REPAIR INSULATION BOARD BATT INSULATION PIP CONCRETE SLAB/ %— � . I ' VERTICAL SECTION u I - _ AS REQUIRED FOR NEW E.I.F.5. I _ I DWGS K, SEE STRUCTURAL CO)! 5/8' TYPE 'x' GYP. 8D. VJ < EXPANSION ,JOINT AT SIDEWALK EXTERIOR LIGHT FIXTURE FIRE EXTINGUISHER RECESS III 3 = 1 - 0 ' I 3 = 1 - 0 3 = 1 - 0 I z REMOVE EXISTING SOFFIT t i RE : A5. 0 I RE : A5 . 0 RE : A3.0 I > FRAMING AS REQUIRED FOR 1 cod rile: GRADET i cad file: LIGHT cod file: FIREXTCA s y NEW SOFFIT 1 E.1.F.5. FINISH, SEE I I i ARCHITECT FOR COLOR -Y J PROVIDE FIRE RATED WOOD REINFORCING MESH EMBEDDED PROECT nTtJ ■ z FURRING TO 5TRUCT1RE IN BASE COAT N ' ABOVE A5 REQURED FOR NEW 2" INSULATION BOARD I I I I EXISTING WAIL FRAMNNG t 314' INSULATION BOARD DATE B-ZO-97 - SOFFIT I' TO REMAIN- REMOVE EXISTING WOOD SIDIENS, PATCH F E.1 F.5. RECOMMENDED � I I I 1 REPAIR INSULATION BOARD AS REQUIRED FOR NEW I SCALE AS NOTED I E.I.F.S. SEE FLOOR PLANS FOR LOCATION OF NEW I . _ I I/2' SUBSTRATE III DRAWN er (� GF AV INTERIOR FINISHES I 1 I pc ED. By CD. KS s s �oA°f�' N"�o T .O . PLYWD . FLOOR I , i FACE OF EXISTING WOOD 51D016 REMOVED I UNDERSIDE OF INSULATION N C I REV. I 1 CORNER REINFORCEMENT I BOARD �� EL . 112 I I FADE OF EXISTING INSULATION BOARD I REV 1 / \ I FACE OF EXISTING IO• CONCRETE BLOCK MOOD STUDS REV. 2' I ! WALL FRAMING ABOVE) MAKE SURE EJF.5. COVERS ROUTER CUT DRIP I I . ' ALL WOOD FRAMING I C°°`" E A71 - ' I EXPANSION JOINT W/ 3/4' r j Il ELASTIC SEALER I 20 INSULATION BOARD DRAWING N0. - BALKER ROD W/SEALANT I I REINFORCINI6 MESH EMBEDDED IN BASE GOAT 1 i E.IFS. FINISH, SEE ARCHITECT FOR COLOR �1 I 6' FOIL FACED BATT ! DEMANDIT OR COLOR PRIME i INSULATION ; I UNDERSIDE OF INSU.ATION 0040 AT 2' MIN. 0 }{ - A7w1 WRAP REINFORCING MESH t " <� BASE GOAT 2' MIN. O _ FINISH GRADE, SEE SITE PLAN UNDERSIDE OF INSULATION I 2x6 MOOD BOARD I STUDS 0 Ib' OG. EXPANSION JOINT ^ SEALANT R REINFORCEMENT SOFFIT DETAIL 3 = 1 - 0 ' E.I.F.S. BASE AT GRADE �'IIMB Of V� „ RE: A6 . 0, A6 . 1 , A6. 2 R 11 OFFICE COPY s/e" TYPE x• GYP. BD. RE : A5 . 0 cod file: SOFFIT I cod file: ExPJT RE: A6. 1 AF61 � - I 4t-1O 4t--4 _ „ AM AM awr �It Lauff �� v s: : —ntrcAL Ar EA'/L7PNAP wlLLS av J' `� - FALir ar SW � � �rjF C9VT. 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OV NUYMM M L/IE5—' o •`I — — - m - ISLRr3r -Oi A[ILi111D NEZLI�D LW MWY AT I3;1x3 wR/ CAAYPY t - i ,' (CAMA'Y t) AW AS N 1/52.0 i I I ���KJJ lu 1 w72 �' _112=0 I - 0 / -* �J ARUn OW F AT t AIENS M Q J 111=6/i -� 11 I 8' 19=f f'-B IS=} I 6'/0 I 13 7 _ 14'0 6"0 f . 6=3' 6=3a 80-44_� PROJECT nnF ■ 27' 1 17=1 I I 4s TS'Si 1!i _ DATE 08/23/87 110 A'ON AM TTAPEAGffD t ' - - 1f 1 0 — - - - - - — � AS NOTED rEAq/ GLIBiE]P �� --- III 1% 1.I sY Y oww,wn er YCC $JYY Or IJO.3 � I SECOND FL OOR FRAM/NG PLAN 8 = 1 - 0 qA" '"�� J - _ IN STA6W RIME �RIC FOP EwrMV RU M4 2T « � DYH Y NEZAD t`i' t a �. er 09/05/97 &PAaYEr- SEE 2/520 - ` , I' » Tlw Or AEw IUM 90 AM AW Off/ G RWP SLAB = 1120-0 I MV NA(; Rd MIS 16 AT PAW AQW LWAN11a S WW MSIIYC 8MVIS C i -N74 w/f117fD S19F AS N 1/570 II I A> /o° O�AEw RA7P Il.W EIfYAII[WS (XJ As AIDIID N fLO0P QUAY Si CE' E01'i�S, • !o•N IL�LO O�PAWS AiXgPIED OV Ea7sINf; CCYUNKS As OtI nev. f r I I » la° Or EALSMV FLiA1121)AG1V NWl aEVAMV AS AV)W N SEi" U NEW GYXGfNS A IU Ar /@1R9fED �. IL l ' II ' » RLTNFaB.T <> WAVS MA0 M BN/S '*' AS N SECIA'NN 51520 _ — _ — - _ �e r omw �I I. » �> IA ALES LaLS11MG sIA7JCTL1e+c E[taovr To oP>' ng6cAlES La7sTn� atx�vr m o►En �"� 7649829Dw1 TYP } — ; ' , i j; d> IS4x4 LIYCNN » COMACIM TO 1DWr&f DISAW FIEY.IAW AND aitAMU 6EFW FAABf6'A/NG SI W7WAL STEEL afLE S FLOOR BEAR/ SCHEDI/LE urtAw.,c No 6l�AIIMAW KM Y& L�`AYaEY. AW WAYafWMV -- w W2 NA14 file i aLSxErt i• 4s" m , I I _ X i" \\ I N71A N72r27 (� I 1/r 7 ' EA0V Mr OrFA01 IM12 I I J�- IS" AC40 P AW ISIr3 r (3J S2m0 1� fE]P/A"AL 8 LGRIt7T fIPMIE--J %i If 1"4 I I GLC(AAV AS N 5/540 I, I M7AB N74Gs3O --- --- IS7�:2�ri CLIPIEO CAvarmatr SEE --- A4?0V1 DUM VZ FOP A7ACS t aiEM'1VS- SEC T/ON � n 34 "= 1 = O JVA ` 76.9 li • C - SET ARMI OPANAA&S 140• 3-4 f�-2 �� VA F /0 SawYC 2rs RAPIERS, 058 9"MK AID I `\\ U 8 �J 5't" f z 3=10 _-_ 3 10 I \ —CQYIE�CT SCLpN6 Zed RAPIERS IXNT ` Z o x h • N I • PARAPET M FACE OrWAA MG O N 3-16d �\\ c � � E JJ ?• _ I AVM NAGS AT EAal FARYA SW , ? m SLOY�S -f---- -- PAWIFT�DNGS f t SIM RWr- irOK SEE PGW SEE�ONGS 1 - 4�E 1 0 VIN -COIAECROV Or MT aEAN ` I /r - � 176-1� ITS=? / 70 MY SAA9 ASN2/S20 � r aP> aOICyPEIf IGEai'PLSE - - - - - - - - - -- -- - -- - - N78 � � � t�� T E y'• M SLY! PARAPET / I I i f�, i G� TIC/? ILw fZAAKF ' ; •■P �S f ASWRYAS N 5/37.0— i I N72 , ! / � <71J O?1q@`IESrAe I - - - - - - - W8 ?=�- i� s % SIOwVC NP? /?S-1! I • ! - -w/S - - - • • • O� C lte� <i Nry6EAD I /-4> Mow KS � / OY 1J SW RWrLIr0r � { -- - - - - - . .' .� E SW MALL d ISTr3 tom= 1�6 • : � �Ilk IN •- , _ __-- _ SEFPIAN FOP FASt7A d SlxflT PARAPET • •.....•OQ,:� LUDOOP fRA6ED NWi _ S 0WO N72J I I b AM& Y AS N I/37.0 CLWr W8 AS ------ - I N 1/xz0 l I S WN MW 98285. ■ l-MEWM L2kar'm 61PA1E - -- -_ ____ -- ---- 216 IGD NN[L OA9 9EA Q� o . I ro N7f 6DTIGV f2ANGE I /ski (C3) Pa4T im OV EA01 FAX AS N 1/37.a PROJECT Ra \ AND AT 4-0 70 FAO'/ I . —N72 L. ww-cIED ro --<> AIC/2 A1�Ii0W AS 9AONN i CAP J x3•x0=3 AT I I ally SIU7 1IT AID L Pffr O SIVAE LZF EAC7/ LYXUINV �> M46 AS N 1/340 `\ EAQ'/ Rapp SEE PLAN l0 EApl FAL>r Or EApI PAST AVR/ 014500 a1Pl7EW MALm • 8• N74x14xf'-6t 7O aWT UWx i TO 4> I I } —< IC12 MEa AT Irw d aavr. 2Js s>LD BDrrav I I ono I I CM77KGY/S N74 MIN Je' I' ' y6 v ��� J�2 �a f-/1 Bon W FLANGES PW " ASN 1 �TO AI Al LrFar As N f/s�lo- W x I I A? fl Fu NEB SISFFAL�RS j, I .j -- I I I r POST m M7? RANT LL r W.& EXIE7FI'aP fRAAOD I ! ' I EACN Sur OR CYYUAN ! — M ARM? O►£R LWEAIN4G£ I I I � I; ; I � � � SEE I/5J.0 /z" SiEtZ A7aX DIX&E 2x8 W N ?x6 PLA/E I I ; ! I Ll�OC AF PLAN AT lO° d A717aV-- I i I axlgrW co" j I FOP EZEV c il ! j r L 1 Z I 31�F ARq/[ ONGS O°E7YNG NEAO SLOE PLAN 1 I I • , I SEE AROVI ONES <� 7531x31M1W I I I IL 3 ofigaw sEFAMOVI- OAM ! ! I -- -- -- - 151x4 (C1J CUM* NIO/ � , Z I z' CAP RA 7F AND I . : I N71 MIN 14 aA)E fW nFrAL fRAMP MAUL 2 bU N STAaZW I ' I - --1-10--- - ; FITIID 10'8 sa9vu AN5ZWY, SEE 1/52.0 ---� 11 I 1 t /SWQ'XLM1V EAC7/ ,91EQ�ZON' POS15 �' I t 2 ,3 3 3 » y o SECT/ON crn 4 — 1 — O SECT/ON c ;n 4 = 1 — O w Z SEC T/ON '�4 "= 1 '— O O V (� n (D (D 0 COV)WoEa MWTR� PIAIF 5• - - 10 3 - - 217-0 - - _ 1 217 -0 - -- -i _ _ ----10 0 ---- - -- - 271-5 --- _ _ S' DrcAwn+c nTIF W 117 CAQ� x WIN 2-10H ANX2` d [ N72 -- !t - - -- _ - -- -- --- --- -- - - �- -- y - NA/LS NIrJ FACT/ RAf7FR- A7F I a \ I I I ( STAB OV / p SIEK ! o RWr AEC7I \ 134-5 I - - -_- - - II # _-- --- Q7ARClar&f -- - - - -- ' - -- - - < AparQf - -- - - - d7I/CIar6If - - .- -- - - -- -Q� IlC1Ch&1- -- - - - - --- L9/d5 MAN" AT --- - - - -- -- - - -- - - - -- -- -- -- - -- ---- - 7• aw iwAmv AS / EAC71 RAFTER AT RA7GE I { - -- MUS AND IYILLS - - CC a < A'" RC�r a ..` �S •.! a •.! �S • I �i n 5z- 1 F 4's• MRAFIERSASN RAM' MIN t 8A7 9Z 7S I �•, 1- -- - - - - -- - 1 - - - , -- 1 - - - _ .` I h h i` -- --- - -- V/ ^ --- -- - ,/sto 9�AL1)rD • 2f• Z aW AW/a!/S 8DVT PLATE _ I? _ -2A6' MOSS-W 1N71/ 4-16d AEIAED LZxa lr aPAIF 2b CACE x N►IN 2-,a1 NANS Nr0 RAF E& AT VVS I I ' I � F��)U 121 / / 615aw OV SRN "I Nln/ I _ - - - - �- -- - - � �--- --- - �---_ _ Lt�u/ snrnw FIAA10.r I �• N - -- --- -- NAKS NTO EAOY RAFTER d S1rA7 j / L550 AT EApI N7U TOO FU IT i M7)AM 6'-0 �N,fAiL7P -- - - 9-3 � � f0-9 - ! I Q1'GW PARAPET � i nom . ,' I _ - - - - - \---- — - -- - - - - ,fF DNGS C ■ PAWIFT W --aYNT. 1x5 BOTIf.W RA IT IMIN - a115% WW fNVS 9'ACM O I M 2115 SW NlU1S AS N 1/37 0 S• N 7ND BONS STARVED j ! I i AI�I@81 I j I W Zr1 SIUO PARAPET col I .q(STd AYaX AEOY 0 ASSEAR YAS N 5/370 �Q?VT. 116 CAQr x 700 NIIN j 4 - aAM1EC)W Or EASE &SAM 7 p0 Or MEW SPAOD e ! i NO MC72OS t *1 47 W12 rfas * <7 MS/Zr10.6 � � if3 MCfZrla � .� MAW NIN To SW AS N 2/570 60 N INrI A17NS sucrD . . . . . . . . . . . . 7T i j N71 (5) a MT? (S) . . : . . . . . . . . f' :: N71 5 ^T N7T 5 \ . ':: , : . . :_Mf? 5 ° I . . . . . . . . . . . . . [S1Q°l-L --- - FQP�LEI!1 :. . o i. . z SEE PLAN i SE RAN ; { - I J . . I i N71 1 . _ . . . . . N72 1 : . . N74 1 W1 4 : N7T f ! _ h . .I O? ti o h . . :. . h '. .. 1 a.. . h . M . .: :. . N PROJECT T17M • a i I I I • , c -. �, '. c c :�r1 : r7zA) � ': . . .: :� : ' 'in2 s . . . ::. I - — -- , EX70W ARAN D WALL o — -- -- - - - - - - - — - - — — — - j ASSYA$ N //SLa — \�. N72 I• W fi . •1 . . 1:.' v f r::r:.':. . I O I DATE �6�2��97 c1 ; , 1 CLWT. N78 1 �N72 i . h ] ' :.:`.'.. . . ' . . . . . . . . . . :r:rr:. . . s SCALE AS NOTED aAVIIPACRaPMDIE " I - - - - -- - - - �- fraP AuKC/ROV AF EAISINC E7EIIA�VIS SFf i I p I - - - (j) o o DRA1M1 BY SJYM MCC AWV2 LWAMA� 9%W Ea7SINC EZLM91VyIS I SAK I o -,I\ 91PPOP7W OV E UMV CaMNS AS AN27 I I W. )W(7)- - (� w REv. BY D MCC - -- coam 5 AAE- m 8f REARO1fD I O , I REV. 09/05/97 III /0• I csm) 6' 13-3 0 I - - Ea7DWOP (•IlPrE CAA}�YRax �y SECTION 4 34 »— 1 '— O I ! — — FOP snarfcn�- Ass x 271-0 f'-s --�5=1 s-fo I I.T-2 _ 11 -0 s=o 19-s2 s' ' 5' 2F �M � R� AIDFASt�AdWIRTXIAU cwFlLE ROOF BEAM SCHEDI/LE s• 21-8 _ 22=z I_, _ _ Tr-2 25#51 !li s' 1 784981.Dw WAM ,Y" BEAM S& hI W KEY. MW Li�A1I KEYA80V DRAwIRC NO- #12 N72x14 (/) 125-?i ROOF FRAM/NG PLAN 8 " 1 ' D RAN A07711 rn N71 N7fx22 - (TJ 125-1 s m N78 - -- N78ra5 ((TJ - --115-? » Ira° A< AE7/ AOQ� 6EAY EZE7S//fGALS (XJ AS Nb1fD N 1 PW ffM 9%ff CE AM�ICAIL` s AEw l:: rl GIC MRS IB9 ; Yn of Vag m (I. W) PAW)M SJUZ ARM COVIM G(s _ as 5.1,55 (4) 1215-13 » 7O° A� At7► sawn AGi�6L�AIV EAD EZEYA/XN3 (sJ AS AR71ED N SP CYXALS ®F�'�9 S3m0 o IS?S 737£161 f (5) 1215-/ * /� Oit7P /HF!'F OP SriPJ°IaP1S CQIOIfCT ®PY -�-- > » REA19rO T <> 8EAUS M40U 71M ' AS N S VVV 1 0 ° - » '4�' , MMES EI7AC SIA3' 71RAL aafl VT TO AfRM GPI'�AWAIES Q75MV ELE T TO K R£N9fFD Ir1 SiSF><Y1PIS W8/ PUa0.E MELDS o NB NBr10 (6) » COVRACTQP R110WYAll DU7Wfl rWllg1!SAADaI•E]IfAl0Y5' SMWFA6iFSY,AWSI1WiI ARN Sm flDmrS SMAPS' - --- a /? AID //0 Mrsi9WWa11• AT --- 12141 » MS7M AID AEW ROOM° IEOVAWU UVIS (NOr.% M1V) ARE AMIC IeBE LA^AIED Oi& fNS7NC SIAGtCI1 N "' EZfMWfS 77A1WAA( aw)RACRAP 1117 1E1WrAID QXMXW/E JYA q9 � 7649 ri NW 11 �® W 0 wines ralin 1 or c ulov `•� b 1- o inr 1111-11t Eli ARM OMM DOf/6EE 24 249)" PIM Pam\,, N zj cx Q RAF/ERSi 97AWN19 @£IMEEIV 11 F d MIR x E C s AAA] ALA?VED Wllf AI AN 1AS04 SEE a" / �,' 1 � SEE 41SIO �- � I � I I jr i STRUCTURAL GENERAL NOTES DESIGN LOADS: 26 RAPIERS AS /N A%S.10 i LW AAVIX Air 00i w Code: Uniform Building Code (UBC), 1994 Edfon - fAm � �/(]y RAFIL)P I - r • r r • Roofs: Snow ............................... ......................... ... ...... .. 80 psi OSB 37ArA/1/BVC ANRAf7L]PS' y _ \f ->.-- !P `e a sl E V (r Concrete Ballast_........... ..... ..... _. .. ... .. .... . ........ 15 asf AS AY I 0 7 I liq; a jes one' • Floors: All Areas...._............ ......... .....I .. . . ..... .. _.. .. . 75 psi i�' •60 ■ Bind Velocity...............................I.. I.........._..... .......... 80 mph • O/ • • „ P Mal? AYM MIN 1x MEB moorNG • _ • :° • Exposure............ .................. ... ... ..._ .. ............ . REF ARIIX PRAM0VG5 AS AV 41W.0 I e t` i 1 : r • Seisrn;c: Zone................. ........ ... ... ... .. . _ . ._.. .... ..... ...... .. ..... t !�--. i / e �•$ W� • Or lzoa r / MQL!`0 L &Amil'-Bt HAWR I S b a. ' ONAL �' •0' O �` RAFIDPS / Ar EAI SJW LF M7? AT L40Y CS • N. Alt FOUNDATION DESIGN: I OtSP I56x6—� j ♦ •• • ••• Rai • !3f=5 I . dF COX q All • I ♦r _ ��. r Design of footings is based on a maximum allowable bearing pressure of 3000 psf cc natural undisturbed soil or cor--pocted >trudurc, f-!' i / - A + 01 •ARAN '�IwYCAR TAB N7? - I b C4 below frost depth. Refer to sods report no. 14905 by Chen k Assorates dated August 1 , '99'. y (VIN 1-MIS TO � --� � F09I RAF/ER.S 190 /IM Soils engineer hired by the owner shall verity sol conditions and types durmq excavatcn and prior to concrete piecerr-emt. AE7,EnEAS) K d Af12ZRAl$ 5EE41xi0 ■ REINFORCED CONCRETE Hi Avva? Ar— �� I37£16 jADrA1LD 4tfJ T�AlED / t ALIGN 021MV ON 4> AM M£B P�8Z��•� o XAR RAf1E1P fo Ca AM Aril t7, 1' ,9Z" Mr 1•r6 B0fW a4 IF IffN I / j Design is based on "Buildirg Code Requirements for Reinforced Concrete"(AC; 318--89). Concrete work steak conform 'o "Specifco! or,s for B£AAtiVC OV NArCER ' Q11.5�/ DA•✓!f• P61(S ,9°A(�D / 'J � � . . j fAB AAA 2-BLY IS ro Rf1 11£ US • r IN IND A17MS smom ( IS js CA 9 MrIH ?- . / o Structural Corcrefe for Buildings (Aq 3D7-89). Structural concrete shall have mm mum 28--day eormpress've strerg`.hs as foncris, footings.................................... ............................ ................ ....... .. ... .....3.000 psi; I I ROW. Rif IIAf > A AV e grade beams, stem waGs, k pilasters................ ................. 4,000 psi; AE/AA`A ARC/0 h interior slabs-on-grode............... ........ .................. I ..... .. ...... 3.500 psi. 1 i J7e all ! t 9'l.9/ J Or'tx/r LU / I , I J56•x6• � I 1 r • W o Detailing, fabrication, and placement of reinforcing steel shall be in acco-dunce with We "Manual of Standard Pruc:ice for eta'.;rg F:.alrforced v - Concrete Structures (ACI 315-80). Reinforcing bars shall conform to ASiM A615-87, and shall be Grade 60, except ties or Sors ,hear, to I ! I /� 1AI � �� IS SIEEZ ROW E`OY be field-bent. which shah be Grade 40. Dais to be weided shot! cur•rem la ASTM 'ufi--86. A. �;pl:ces, �ap bars 36 d;orniI A , corners I � / I � � I I � J�J (Gj) �(,�yWINAt9iZ7k�D � SZO°AVCAS ON 11 Slim RVarLL�QY SEE //SZ0BRAN O and intersections, make horizontal bars continuous or provide matching corner bars Around openings n walls and slabs provide 2- 15, �� )W FO? I" ME .0 extending 2'-0 beyond edge of Vcnirg. In cortinuous members, spree toe burs at mid- spar. or7 sp'::e Sottor+ bars c -err supports. Pra.•de i �' / i . I 1 i I a Intermittent shear keys at all construction joints and e'•sewhrre as shcwe on the drawings. Except as no''-ed on the .drowirgs, eanae'e - _ ,a protection for reinforcement in cost—in-place concrete shah be es lallows: . ( I „' - - - ® ,e � I f A41L O4AWNa Concrete cast against and permanently eposed to eath. ....... .... 3' � � r b. Concrete exposed to earth or weather: / 4> Ar O Af�lt`-OPL'ED IO N 9 A 1— 216 NAZI oV FACE 6T IMA6 WIN Cox! AS Air //Sd0 w ° through 8 bars .... - ...... -. ... ... 2" 14NwtiYSr--- ■ o a i is i ad1£ III gomw o 6, srAI W Ifs bar, 'A31 ar D31 wire, and smaller.............1 Z \ I � -LCri I c"x6 fUAL Welded wire fabric shalt conform to ASDA A82-$5. Exposed edges shall be chamfered 3i. Snchor bolts for column base pla'es steal' `_e � ?1•- 12 n placed with setting templates. Type 1/11 cement shall be used for al'- corcrele in contact with or.- site sods All conrete work is subject to / - �-- fir■ inspection by a qualified special :nspector employed by the owner in cccordarce with UBC Section 3M. `- FO? FASY]A AND satyr fVR /y■ STRUCTURAL STECLA SEEAAYNZ LOPAMUV �■ n SECTION sn `34 "= 1 = 0 SECTION 34 "= 1 '— O SECTION '0 34 "= 1 '— O e/J Structural steel shah be deter"ed, fabricated, and erected in accordance w t.". AISC SpecifccGons. '983, and Code of S`.ar-2sd Prxlice, 1986. r Structural steel rolled shapes shot conform to ASTY 572, 50 ksi. Pietes and angles shall conform to AS'M A36--84o. 'abe shapes OU-66 ! ors conform to ASIM A500-84, Grade B. 45 ksi yield. Except as noted, framed beam coorecticI shalt be beorirg- type w':h A.325-H bolts, detailed in conformance with Pat 4, Tables N and III, for 0.6 times the allowatle uniform loads tabulated in Port 2 of the AISC Manual, 9tim - `'• Edition. install bolts in accordance with AISC "Specification for Structural Joints Usinq ASTM A325 or A490 Bolts', '985. Tighten bobs to r, r / - � o n ° 'snug tight' condition. Anshan bolts shall conform to ASTM A36-84o; bot diameter shop be as", Ctiess noted otherw'se, 'Neid;rg shall be �/ be done by a certified welder in accordance with AISC and ANS spec'cca!;ons and recommendat'ors csing E'0- XX electrodes. E •porsiar. o bolis shat] be "HILII", "RED HEAD', or approved wedge type. L"pansion anchors shat! be 'RAM GILL", or approved Sell - drliing type. f I -5• r ♦ ♦ a Chemical anchors shelf be "PARABOND", "HIL11' 'RED]-CHEM" or approved equal. Anchors shall be installed in occordarce with the rrranufoctu•or's requirements. Headed unchur studs (H.A.S.) shall be aitud�ed 'o structural steel with zy;,iprrrry,t apwc ed 1. t'�e stud 5l- i 1 +-' 41 _ / �,�r / fir) _ t� � ■ o - manufacturer according to the manufacturer's reconmendalians Grout beneath column base and beam beerrg plates shall be non-shrink, - L.,{atr'�itr/�0 fVVI- 70EAOVfAff e•yI• �I,�I� � W ■ 'Embecco, 'Five-S`ar or equal, with a minimum 28-day compressive strength of III psi- Grout shall be nor-metallic. OrCLL6W AAD MEZ9M TOLAII OW OrA540VI "rill 4Af� 612IN e TOO, 70 B W (D RA I£ Wn1 &ioM; 00 NOT MEW ro axL/uv i STRUCNRAL WOOD FRAWNG` - t DRAWING nnE d / xYLOVGjE EXP ' All lumber shall be 19°L maximum moisture content. 2x framing shall be Douglas Fir -Larch 545 No. 2 and bettor. All slid timber ! M0il5W .JoACFD OZ-0 fV10 - / 0 /� _4> COWIT beams and posts shall be Douglas Fir-Larch No. 1. Studs shall be Hem-Fir Construction grade and better. Top and bottom plates IXALL I111-0 Y■ - W sholl be Douglas Fir-Larch No.2 and better. AN wood in contact with concrete shall be pressure- treated Douglas Fir. Except I ----- — - — o as noted otherwise, minimum nailing shall be provided us specified in Table No. 23-1-0 "Nai!mg Schedule" of the 1994 Ut3C. I I r M7? TO ® ° - Plywood Floor and roof sheathing shill be as noted on the d swings. Nhae light gage framing anchors are shewr or required, I I Y {KAI MAT T � o they shell be Simpson 'Strong re ur equal tCBO approved conrcctars and shall be irstcfed with the number and type of noils EXASID nuillIKD WALL rf f / n recommended by the manufacturer to develop the rated copoI Note that heavy duty hangers and skewed hangers may not be AI rAS /N Of4 stocked focally and require special order from the factory. i- sores na:r joists sh;11 be '•us- Joist, iMp or equal with AL/OV FAC�' Qr- S1I/D WIN /'SEF ?M - structural wood- flanges and webs, and carry ICBO approval for the composite section. Bridging and blocking shall be installed FACE Or %I SW AI `sa - - according to the fabricators requirements. Beams noted as 'M.l .' on plan shall be ' -3/4" wide "Minna=l_am beams of the depth - - ° �- o noted on plan and shall be plant-fabricated and manufactured by Trus-Joist Co. or equal Laminated Veneer Lumber by another I manufacturer. - I I - - STEEL ROOF DECI(Wlt TOa IT � I � - -- � 2T AM I - �1 19V! uCYST � ,,, _ I . Deck shelf be manufactured and erected according to "Specifications and Code of Standard Practice of the Steel Deck Irstitule. Nelding LEDI �17a1r7 °r I 80� r a pattern; _screw patterns, and details shalt be incr"ted on the suppl;ai s shop drowings Deck show be attached to suppor.ang members as -`� -- t " Ll ' - - - _ f - - - - - ? TO GYXL/r1dY - - (A - y shown on drawings /Z'A7E WW-10 : * e I Z M/WWI1/ ?- iw/kr7oIIi - -- --- - --- - I I J W i STRUCTURAL STEEL STUDS( (4w DI £A7'ANI AAY. AWS LTor it r6r!•-0 1KalT ■ WTO IeP L>i O7NOP£IE I 1 '�i,`( 10 EAO'L 11I OF Gab" � oe lf7? W711 i'1•�AIE f ` - Studs 18 gage and heaver shall conform to ASTM A570-84a, 50 ksi yield. Studs i8 gage and 'fighter shill conform to ASTM A61. 1 -84, _ �1� MAT �y �r? /9/7E0 I� SIOr r7EJ�? MQd TO GYCl/AAY _ � - - _ - - _ Grade Co 33 ksi }Sold. Stud subcontractor shall provide bridging and hockrg as equireC for stability anal stiffness of the fwd wolf assembly _J' L _ �?' y' �i I gyp e - - - wherever sheathing does not provide adequate bracing. Stud supplier shall design regc'red :^taps over openings where not specifically detailed. B� Sur _ I h • Iog•-0 e _ _ 68■ . See plans and sections far exterior steel stud sizes - d> 05AVAr ic"SIER — — — -- — — — - — — — — — -- — I i ISIsJ (0) dLXI 8EJ'p190 S ~7BVC It� ' SHOP MAM91trS ' B /O'FpAl17AROtf IYNL 1 AMID?' FO? BASFRAT ME JAY 0 Construction Documents ore cepp'lghled and shah not be copied for use as erector plans or shop details. AN shop and erection drawings - - - - - - 5411 AMWP . - Shall be checked and stomped by the Canard Contractor prior to submission for Engineer's review. 'Unchecked submittals will be returned 10 /5 CL umv MV IO° 1�- --�— I �` ■ without review. Furnish one (1) sepia and one (1) print of shop and erection drawings for reinforcing steel for concrete , _ - - _ - - At 801M Or IS'6f4 - structural steel, and steel deck to the Structural Engineer for review prior to fobricct'on. Submit in a timely manes to permit ten (10) working days for review by Structural Engineer. The General Contractor and his sub-contractors show submit in writing'any requests to modify the plans or specifications. Shop drawings; submitted for review do not constitute 'in writ;^ ' unless specific 7y - - - - - - suggested changes are cloody marked. In any event, such changes by means of the shop drawing submittol process become the SEC / ION 1 34 "= 1 ; O SEC 170111111 � 34 "= 1 l O msponsblity of Ihs one initiating such chonye. ' fA � i • . FN1D V JWOTM OF LISTING C"1110NSt 3 _ Contractor show thoroughly inspect existing structure to verify_ conditions which affect the work shown on the drawings. Contractor . ,,; _ - shall report any variations or discrepancies to the architect before proceeding - - - - - - - - .. _ - - - _ • -_ ; f Aff 4 4> M70 m M49 f . J'-lit ^ STRUCTURA ERECTIM AND BRACING REQUIN311D TS( - ?wt C6 70. < > 3wt ��y o 3' 3•t r�} The structural drawl illustrate the completed structure with elements in their feat - - - - - - - - - - + f5r p positionR properly supported and braced these - �> ?!� 1F .QrAB f-J? M7d dblll .. - I.. - 1 . construction documents contain typical and repiesenlallve details to assist the contractor. Details shown apply at all similar conditions ON F04ft'iP' - m 1 t Oalvw)r p/T �? Mud E1k9 AS.AE'p .`D - - - _ P GT TITLE m unless otherwise indooted. .Although due dilgence has been applied to make the drawings as complete as possible, not every dotal is RYYt7tA7RGYaP37fADL9Y� - G#NFOCILl�OY Rt7 RGgP ASfA/lAR4^i f71Pat�MA 014 ROUE ® -M a illustrated. nor is every exceptional condition addressed. AN prpprietory connections shall be installed in accordance with the manufactures v^ swam dam !I> 4W AI recommendations AN work shall be xcompfshed in a workmontlke monrer and in accordance with the UBC and local codes and ordinances //?"-0� _ _- _ -- -- _ //?"-0 //?r DATE 66/21/97 - he general contractor is responsible for coordination of oil Mork, including layout and dimension veri5cotion, mata:als coorudination, shop SOME A� NQ�EQ. drawing review, and the work of subcontractors, - Any discrepancies or omissions discovered in the course of the work shall be immediotely I/7•-O _ - _ - _ . . - : - - ! w - - _ " ' 11I c _ _ - - reporttd to the orchttect for resolution. - Continuation of work iwi,hout rotlfcotion of discrepancies relieves the architect and engineer from ,, - - _ - - _ _ ' - - _ _ - DRA Herr MCC all consequences h SZAB ite •� -- /I i' rA WIN AIEH CRIED, By o�e•e Mi:cI Unless otherwise specifically indicated. fhb drawipg6. d0 not describe methods of construction. The Contractor, in the proper sequence, shah f/arFDItOPS AN NJ9 RYST I i m AfC/d pp t ' provide proper shoring and brain as may be r aired dufin construction to achieve the final com feted structure. The contractor. in the - <9> LD'/ ,d7ST M7d - _ - I' , _ . - - _ - - - - - - - - - - - - - - _ _ - - - REV. d.9/V�/�7 . .' ' P 9 9 Y a4 9 p HAIIIIQ PS AS Q> M70 proper sequence shgN perform or suparse qN work necessary to achieve he find completed structure, and to protect the sLuature, workmen. n - h i f - n i equipment - - - - - - v . - _ M7� G1�1pIlCITd / - L REV. - _o kmen, a d others darn} construction. Such work_ show nc ode, but of be limited to, bras rig, shoring or construction equ pment, shoring _ - I[H .KY37 - - it ? fJb AS®N..1/�'•Ld - - - _ - - - - f for excavation, formwork, scaffoldai safety devices, and programs of all kind; support and bracing for cranes and other erection a ui rent. - - - - - - - - - 61rAAlS A7 WIN - - -_- - 4> W104 ( - - - 4 Y D agf . P 9 9 P REV Do not bockfM against stemwath o d retains roils until . su orb^ slabs and floor framing are in lace and secure) anchored unless AS9°E[ED1Ar iffyd OA° Rx* [ 0': B OIE ' AStilt1 Q ' • 9• _ e 9 nD 9 ,. 9 P Y SIA:14E AAA/ AS AEA'/aF>t0 GgYdVC BEAIP/AG' j /.� ` oil"equate bracng' 19 provded: she s(ructwd- steel .hone i• non- self- suppor,u•g per AISC Cade of Standard Practke. : bracing _ - - - - - - - - - - - : _ - A'A9ct`D Zr Mt79 6Cr�' Y7AtC`° fAd/ Sl.� C� $0 J AS - - E 78:�0g!4.pW - - show remain in place until oil floors, walls, roofs, and an other supporting elements are in lace. The architect and engineer bear no Lid db7TAY f1AAKet Wk/ M7B I I J r' IN Y PP 4 P 9 'i-1 AM 8a 15 ,A°AOD 011 C PN � bb"y��/y�^/ AV /$ •Q, Gtr 1L1? f1 IM E 111f 46 AYf1.�h0.3 Af _ respon;ibdity fair the above item!} and observot!on- visitw to the site do not 'af arty way include inspection of them. - - - - - - RAW ON ? RON Or Oif - AS flE�rtNPED�Ar� - % _ - � - goo , I' o 04.0. . .4.0. _ - <, 11dPL/ 61x75 Si? O?Iw SfA_ CX�9PE0 : !� / . . s DRAwNO nor Whore periodic or continuous inspection 'is 'required by these documents or by code or local ordinance, the owner shalt employ on inspector - - - - - - - - - - • - - - - - - - - '� ' - - r '_�. - - ' certified in the particular area of concern. The inspector sholl be responsb*,tg and report to the architect and building eparlmenl #70 Do AS mull CYA° L6xIY �r12` , g LETTER OF CONSTRIJCTKIN A�VIALGY,GfS OSxB? � A17B ALcpNAED . : , 7(/ Wl!dF - NM- O9VIEAED ON M70 �f ins General Contractor sholl._delermine from the Ixd building official at the lrt:e the building permit is obtained whether any letters of ,� ill I 2 ,� {! l iJ If _ - - - construction compliance will be requested . from the Stracturdt Engineer. The Contractor shall notify the engineer about oil such requirements - =, ...� . - - _ .,;;,_ - - - _ - - - - SECT/ON 4 1 O SE'CT/ON . 4 , - _. 1 O c/ � 7 I IV z n writing before the start of -can tnrdton. One do adwnce npirae shah be rven when requesting sale ns!ts necessary as the bass far the - - - - - - SG L./� I J L/! 1f _ - 3� • Y4" 9 Y 9 7 C a�-s. ¢ 0 compliance , ter. - an c letter. ��r�•r�st-rte T.r-trio--• D ! - j ✓✓(, tom/ 164.9 f ; x , 1 " FAN SCHEDULE I, j TSP RPM ELECTRICAL i lOx3-1/4 TIM WALL ' 1000 nwu WAIL Rxg EC�l CODE MANUF. $ MODEL TYPE SERVICE CFM ® S,L ® S.L H.P. R.P.M. VOLT 0 VUGHT ISOLATION REMARKS I To WALL CAP I TO WALL CAP 140 OFw CABINET TOILET PROVIDE WALL CAP W/BIRDSCREEN dl y ! L]L-2 [ZL-1 0p B •° EF-1 PENN ZEPHYR Z10S IN-LINE EXHAUST 355 0.375 1050 234 W. 1050 115 1 500 NONE INTEGRAL BACKDRAFT DAMPER � � �--- --- �I — —� ^ _ T -_ _ _ _ _ = _ _ ---- --JI —� , Z� R. PROVIDE WALL CAP W/BIRDSCREEN. INTEGRAL --- - - -- ----- -- 3 -- - --- - -- — --a - - - = --- -- ;' - — EF-2 PENN ZEPHYR Z8S CEILING ELECT. RM. 250 0.125 1050 77 W. 1050 115 1 40i NONE BACKDRAFT DAMPER 8 METAL GRILLE r (D CONTROL W TIME CLOCK BY M.C., POKER WIRED BY EC. 2 CONTROL. WITH REVERSE-ACTING THERMOSTAT J _ pppS ,. TINE CLOCK II ' 4pm�,AWt�t����\ I FOR .� , 76x6EC_7 FF 96265 V) ' ELECTRIC BASEBOARD RADIATION SCHEDULE ? ;j. ,: FROJECT NO. ELEMENT DIMENSIONS I CODE MANUF. & MODEL N0, LENGTH WATTS WATTS/L.F. BTUH/LF VOLTS/0 AMPS HEIGHT DEPTH REMARKS I ( (2-WAI) BBR-1 VULCAN MODEL 6AF 10'-O' 1000 100 341 208 / 1v 4.8 8' 3-5/ate QQ ; � � j t6 a I Q Q INTERLOCK W/ RTU COMPRESSORS TO DEACTIVATE WHEN COMPRESSORS ARE RUNNING, AND WITH TIME CLOCK TO ACTIVATE DURING OCCUPIED MODE ONLY. PROVIDE TAMPER-PROOF INTEGRAL. T'STAT• S RE - -- 3 0 FINAL COLOR BY ARCHITECT, PAINT IN FIELD AS REQUIRED. I " ' J I"- i2 Ii L� T I Q _ ■ CABINET UNIT HEATER SCHEDULE ELECTRIC ;ur > CODE MANUF. dt MODEL NO. MBH ELEMENT CFM EAT MOTOR VOGHT REMARKS 1 ' II! ° KW VOLT PHASE FLA. HP AMPS R.P.M. VOLT 0 I a's CO-1 _� I o o r RECESSED WALL MOUNTED, INTEGRAL I i6S CFM I i I o o S CUH-1 BERKO CUH 3 420-3 FIFO 13.7 4.0 208 3 17.4 250 60 1 /8 2.9 1750 115 1 1200 T•STAT AND SPEED STITCH Q (2-WAS I 1Q ` o o ABY. ODOR 0 r: 0 PROVIDE FACTORY MOUNTED TRANSFORMER _' - OF WALL (� a Irlit I i Z ij a■ ISpA — ° . I — --- j —_ (2- » -11I i I _T t ' o o - �- -i1i °vcg : F3lILE° ELECTRIC WALL HEATER SCHEDULE - -- ELECTRICAL CAPAgTY DIMENSIONS - _ 1 -1 oRAwRC nrF [L CODE MANUFACTURER do MODEL N0. VOLTS 0 FLA BTUH KW H W D REMARKS 2� 250 1 3� (3-WAY) (2) 173 CFM EH-1;2,3 BERKO FRC-2020 208 1 9.6 6826 2.0 19 16 4 INTEGRAL T'STAT J GRILLES , REGISTERS & DIFFUSERS SCHEDULE I- `" . FACE NECK VOLUME �I S t FLOOR H V A C PLAN w CODE MANUF. & MODEL NO. SERVICE SIZE SIZE DAMPER MOUNTING FINISH MATERIAL REMARKS SCALE: 1/a•=r-0' � y � SD-1 TITUS TBq-30 SUPPLY 48x3 SHOWN NO LAY-IN WHITE STEEL (2) 112' SLOTS W SD-2 TITUS TBDI-30 SUPPLY 48x3 SHOWN NO GYP. CLG. WHITE STEEL (2) 112' SLOTS SR-1 TITUS 272-RL SUPPLY NECK + 1 3/ SHOWN YES SIDEWALL WHITE STEEL ~ CD-1 TITUS TDC SUPPLY 24x24 SHOWN NO LAY-IN WHITE STEEL 4- WAY THROW , CD-2 TI TUS TDC SUPPLY 12x12 SHOWN NO GYP. CLG. WHITE STEEL THROW AS SHOWN Q ■ RG-1 nTUS PXP RETURN 48x24 - NO LAY-IN MITE STEEL HVAC KEYNOTES: 0 . PROVIDE SOUND QOQT, SEC OJETAIL $ RG-2 TIIUS PAR RETURN 24x24 22x22 NO LAY-IN VAiI>E STEEL 1 / M-2 2Sx12 S.A. UP nHRU FLOOR a RM ENSTING SHAFT ABOVE, SEE SHEET M-2 FOR OONTU•WATK>t4. EG-1 TITUS 23-RL EXHAUST NECK + 1 3/ SHOWN NO GYP. CLG. MITE STEEL 30'12 R.A. UP TIM FLOOR & TIM EIISTING SHAFT ABOVE. SEE SHEET N-2 FOR OONTINUATXK TG-1 TITLIS 23-RL TRANSFER 24x12 22x10 No GYP, CLG. WHITE STEEL TG-2 TITUS PAR TRANSFER 24x12 22x10 NO LAY-IN WHITE STEEL TG-3 TITUS 23-RL TRANSFER 14x8 12x6 NO SIDEWALL WHITE STEEL MOUNT ABOVE DOOR ON BOTH SIDES OF WALL Q MEMO b - - - - - - PROJECT TITiE � ■ DATE 8-20-97 SCALE /W-Ill O' VARIABLE AIR VOLUME TERMINAL SCHEDULE ( ELECTRIC. COIL) DRAwnsY Rww AIR QUANTITY (CFM) INLET SP HEATING COIL DIMENSIONS CWED. BY MRe CODE MANUFACTURER dt MODEL NO. SERVICE NG 9 S.! INLET REMARKS REV. (MAX) (MIN HEATING (IN,WC) KW VOLTS 0 H L W DIA. REV REV. VAV-1 n1U$ AESV-3000 180 60 180 0.50 20 208 1 a 40 18 4.0 vAV-2 n1US At SV- 30(10 LOUNGE 180 60 180 0.s• 2 0 209 1 a 40 18 4.0 ' - DRAWN3 NO. t � a The Ballard Group g qechankal CoT su►tm9 . Engineers ' (3(13) 988- 4514. r� n i '4; r b .j -- --yr GENERAL NOTES: -- -- 1. RECTANGULAR DUCTWORK SUPPLY RETURN. D TRANSFER SMALL BE SHEETNETAL, AND SMALL BE LI MI NED w/ 1' DUCT LINER 9: 1 ROUND DUCTWORK SHALL BE WRAPPED WITH 10 DUCT WRAP. I ( I •.. l.•e ETME EXHAUST DUCTWORK SHALL BE SHETAI, AND SHALL I BE UMJNED. ALL DUCTWORK SHALL MEET OR ExCEET) 2Y I.D. 18" NN. SMACNA STANDARDS FOR Y PRESSURE CLASSIFICATION. �,,,mnuupnnn�"`• / / / I) \ \ \ \ GIVEN DIMENSIONS ARE INSIDE DIMENSIONS 2 ALL DUCTWORK SHALL BE SEALED AIRTIGHT W/ DUCT SEALANT I '{ AND SHALL CONFORM t0 1994 UfFC AND OTHER LOCK CODES i j EIRIU-8 a ALL ATED (EM141 a ALL ASSOCIATED ' v 1• FIBERO Ass ( I (�eSt1 a ALL ASSOCIATED �� / It DUC180ARD 1 FLFYRif DUCIWOFI( SHALL BE NSULATED. AND SHALL BE � OUCTMA K DIFFUSt $ CONTROLS. DUCTWORK. DIFFUSERS. OONTROLS, DUCTWORK, DFFUSER% CONTROLS. , 96265 V J �I. ETC TO RENAN I ETC. T RDiAN. ETQ TO REMAIN. I PROJECT NQ 10' I.a i " \ \ I \ THE S,MIE SIZE AS THE NECK OF THE DIFFUSER (9' ROUND MIN.} r (E lu-S a Kl ASSOCIATED � I fl f — \ FLEX DUCT SHALL NOT EXCEED 1T-O' IN LENGTH. AND SHALL. n \ CONFORM TO 1994 UMC AND OTHER LOCK CODES i I DUCTWORK, DI�FUSERS OCIITROL$ I R ETC. .70 REAU�IN I REMOVE (E)BA a I r , \ \ I Nv RIGID ROUND DUCT TO VAV SHALL BE THE SANE SIZE AS YAY G r-- ---c--a r- ----- --� DUCTWORK DOWN IIITU r- - --- r-->t `! \ \ / I CONNECTIN, UNLESS NOTED OTHERWISE W ROUND MIN.} it i I : /; ; ;\ :; j 9W a ALL ASSOCIATED DUCTWORK. DIFFUSERS, \ / � f I I/ %I �--+ 1 1/ v FIRST FLOOR 2 1 1 1/ �I -- .I _ ALL SPIN-IN FITTOM SHALL BE CONICAL. AND SHALL HAVE .� i � X` i i i X` i I CONTROLS ETC SERWNO i ' A ' � � L j / I MANUAL VOLUME DAMPERS WHERE SHOWN. 1 1 1 _ _ RECTANGULAR WA NCH DUCT TAKE-OFFS SHALL HAVE N5 TAKE-OFFS AND ROUND DUCT TAKE-OFFS SHALL BE CONICAL 3 `V 7. ALL t1BOMIS. BOTH HORIZONTAL AND VERTICAL, SMALL BE III i i i i - -i/ LONG RADIUS ELBOWS WHEREVER POSSIBLE. OR SHALL HAVE I �__ 1/ x--- 1. r.. ... ( Q ■ i TURNING VANES WERE SFHOMN 1l ; i x x � x EVE (E)RTU-2 a IL CEILING SPACE IS USED AS A RETURN Alfa PLENUM, AND SHALL ? I (N ' ! 3 (N1,OX10 i1 �i { X OUCTWORN DOWN MW ( l RETURN AIR GRILLE I 1 DUCTWORK OFFUSERS I v (TRANSFER RETUR SIMILAR) COMPLY WITH 1994 UMC, NFPA 90A a OTHER LOCK CODES ii I 4 x x_K_ M� Ic- x-x'� SHAFT a ALL ASSOCIATED II I I I CONTROLS, SERVING i N 9 BALANCE AIR SYSTEM TO QUANTITIES SHOWN AND SUBL/T A i I LL_ BALANCE REPORT lO ENGINEER FOR REVIEW. _ 10. OOOROINATE LOCATIONS OF 1HERNOSTATS MATH ARCHITECT III" VE - - o PRIOR TO NSTMIAMN FM MAP RETURN AIR GRILLE DETAIL ;; � I - - E 11. COORDINATE SIDEWALL GRIlE a CUM LOCATIONS AND ELEVATIONS - -- - - - - - - -- - - - - - - M—Z NONE (TRANSFER AIR GRILLE SIMILAR) W/ ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. - - - - - - - - - I' - . V N - N _ _ N N _ - - gg U - - - - - - 4 r _ U ■ - - I N IA 1, �-J�- _ — — cRn1MNG nr.E i HVAC KEYNOTES: -- --- ----- - -- - --- T -- - , -- L----- - - - - �- O 28K12 S.A. FROM fHL1.oW UP THRU EXISTING. SHAFT, TRANSITION WITHIN ATTIC SPACE a RISE THRU ROOF TO RTU-2 UNIT CONNECTION. O 30K12 R.A. FROM BELOW UP THRU EXISTING SHAFT, TRANSITION WIHIN ATTIC SPACE a RISE THRU ROOF TO RTU-2 UNIT CONNECTION. Q O CONNECT NEW S k DUCT TO EXISTING MAN SUPPLY DUCTWORK WITHIN ATTIC SPACE FIELD COORDINATE EXACT POINT OF OONNECTION FOR NEAREST DUCT LOCATION. ■ 2nd FLOOR H VAC PLAN w SCALE: 118'=1'—Cr u �} 1' LLJ Z r Q ROOFTOP UNIT -- GAS FIRED HEATING & COOLING -- BAROMETRIC RELIEF SCHEDULE °- MANUFACTURER COOLING CAPACITY HEATING CAPACITY SUPPLY FAN ELECTRICAL PHYSICAL (IN) g CODE TOTAL SENSIBLE AMBIENT ENT. EVAP. MBH INPUT MBH OUTPUT COMP. CONDO SF REMARKS Nk MODEL N0. CFM TSP ESP VOLTS/4 MCA LENGTH WIDTH HEIGHT WEIGHT � MBH MBH F db wb ® S. L ® ALT. HP RLA HP FLA HP FLA RTU-2 MANE YC006OC3 55.8 53.9 95 80 61 135.0 87. 2 2250 1.5 0.8 208/3 5 18.6 0.4 27 3/4 6.0 326 83 47 33 1000 LBS 0003 01 PROVIDE ROOF CURB, PROGRAMMABLE LOCKING T'STAT W/ AUTO CHANGE-OVER. FAN 'ON-OFF-AUTO" AND NIGHT SETBACK. O SET MINIMUM O.S.A. AT 500 CFM W/ ECONOMIZER CYCLE 0 IONIZATION TYPE SMOKE DETECTOR IN SUPPLY DUCTWORK SHALL SHUT-DOWN BOTH RTU FANS UPON DETECTION OF SMOKE PER UMC SECTION 1009 dt NFPA 90A b PROJECT TITLE - - cnE 8=20-97 SCALE - - - - DRAWN BY RWW - - - - - - - - - CKAM BY MR13 - - - - - REV REV. REV. CrDFKF DRAVANC NO �4 The Safford Group . y - � MechQ�iCd Coneultin4 Eriginaesral - (303} _968 4514 .