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Home My WebLink About07050008.18Z m 0 D Z Z Z m m X Z BRICK REFER TO mmA ELEVATIONS 8" CMU, REFER } LROOF TO PLAN F7 1[ THRU WALL FLASHING I W/ S.S. HEMMED FILL FlRST COURSE SOLID DRIP EDGE W/ MASONRY GROUT LROOF 1/4" EXPANSION JOINT MATERIAL PVC CONTROL JOINT FINISH FLOOR AND BASE VERTICAL SURFACE REFER TO ROOM FINISH REINFORCING BAR, REFER SCHEDULE CELL VENTS CONCRETE SLAB REFER AT 24' O.C. TO STRUCTURAL FINISH GRADE a. DS _ y -_ �' •y � __• -a'_ °- 'd -o 4" CMU, GROUT 0 SOLID I W mil p�Y i_. }. 1•_ k _ ti I LL_d Lu GUTTER BRACKET AT O.C. ° DRAINAGE FILL OVER ALTERNATE WITH a VAPOR BARRIER LOCATION CONTROL JOIN DOWN SPOUT - 4, ° CONCRETE FOOTING REFER ° 4" FACE BRICK - SEE - TO STRUCTURAL DRAWINGS 19 TYPICAL BASE DETAIL SASH BLOCK 1 1/2" = 1' -0" TYP. EXPAI JOINT COM CMU WALL CMU WALL 17 PLAN DETAIL - 1 1/2' = 1' -0" REFER TO PLAN FACE BRICK 1 HORIZONTAL JOINT REINFORCING I COMPRESSIBLE FILL r- - - - -- I_ - \ PROVIDE BACKER ROD AND SEALANT 1 INTERRUPT HORIZONTAL JOINT REINFORCING I CAVITY INSULATION CONCRETE MASONRY UNIT 16 BRICK EXPANSION JOINT 1 1/2" = 1' -0" FACE OF INTERSECTING WALL BACKER ROD AND SEALANT BOTH SIDES STOP HORIZONTAL JOINT REINFORCING SHORT OF CONTROL JOINT 2" I I �WW I I W � �o TYPICAL CMU WALL MORTAR, RAKE BACK TO RECEIVE BACKER ROD AND SEALANT STABILIZING ANCHOR AT 16' OC ATTACHED TO INTERSECTING WALL 15 TYPICAL CONTROL JOINT 1 1/2 " =1' -0" BACKSPLASH 0 1 1i SHELF ROD 0 SEAT CO LOCKER BASE FOOT LOCKER NNr Wilt 18'X18X/2' ADJUSTABLE SHELF PLASTIC LAMINATE CASEWORK LOCKER 20 CASEWORK ELEVATION 21 ELEVATION 1/40 = 1' -0" WALL CONSTRUCTION BELOW CEILING 8" CMU W #A 8 W3 WALL CONSTRUCTION ABOVE CEILING GWB B./TRUSS 1 X 4 WOOD TRIM TREATED WOOD BLOCKING CMU BOND BEAM SEE WALL CONSTRUCTION BELOW CEILING FOR WALL CONSTRUCTION WALL TYPES 0' -0" TO 6' -4" CJ TO ONE SIDE OVER 6' -4" CJ BOTH SIDES CONTROL JOINT (CJ) CONTINUOUS TO TOP I 1/4 = 1' -0" NO SCALE DOOR /OPENING WINDOWS, LOUVERS, OPENINGS TYPICAL PLACEMENT OF CONTROL JOINTS N 9 GYPSUM WALLBOARD AT OPENINGS I � - CONTROL JOINT (CJ) CONTINUOUS TO TOP OF WALL I -- (SEALANT TO 4" ABOVE FINISH CEILING EXCEPT AT RATED WALL TO BE • 0'-0" TO 6'-4* 0'-Ow TO 6'-4" FULL HEIGHT.) CJ TO ONE SIDE OVER 6' -4" END OF LINTEL CJ BOTH SIDES BOND BREAK AT LINTEL BEARING (15# FELT) CJ CJ DOOR /OPENING WINDOWS, LOUVERS, OPENINGS TYPICAL PLACEMENT OF CONTROL JOINTS 10 N CMU WALLS AT OPENINGS INTERIOR CONCRETE MASONRY WALLS ONLY 1/2" = 1' -0" 9 -1/8 "H X 9 -1/8"W X 1/8" ID PLASTIC FRAMED ADA MOUNTING: RESTROOM SIGN WITH (1) 9 "HX 9"WX .080 ADA INSERT - MAGNETIC TAPE WITH 4" H RAISED GENDER SYMBOL, 2 "H RIASED FRAME -VINYL TAPE & WHEELCHAIR SYMBOL. 5/8 "H MECH. FASTENED RAISED COPY AND BRAILLE STYLE: HELVETICA MEDIUM 919 NOTE: WHEN REQUIRED - - -, TO PROVIDE TWO PLASTIC i i ROWS OF TEXT. PERIMETER " 4 "H FRAME 9 TEXT 1 "H - -- - _ =1 SYMBOL BRAILLE 22 RESTROOM SIGNAGE d 1/4' = 1' -0" 5 A1.2 5 A1.2 FLOOR SLAB O 4 / 12 } LROOF CONSTRUCTION JOINT BACKER ROD AND SEALANT I TYPE STOP HORIZONTAL JOINT REINFORCING AND SPECIFICATIONS c. BUILDING SIGN A1.2 ROOF VENT A1'2 10" LETTERS LROOF SHORT OF CONTROL JOINT BY 2" PVC CONTROL JOINT A1.2 VERTICAL SURFACE F SYSTEM REFER TO SECTIONS REINFORCING BAR, REFER I 1 X 10 CEDAR HORIZONTAL JOINT REINFORCING 16" OC VERTICALLY TO STRUCTURAL DRAWINGS 4/ 12 4/ 12 GUTTER STRAP CEDAR TRIM DS _ y -_ �' •y � __• -a'_ I O� DS .i •L_� I W mil p�Y i_. }. 1•_ k _ ti I LL_d Lu GUTTER BRACKET AT O.C. 1 X 4 WOOD TRIM ALTERNATE WITH SASH BLOCK LOCATION CONTROL JOIN DOWN SPOUT W 4" FACE BRICK - SEE VARIES I ELEVATIONS FOR TYPICAL CONTROL JOINT SASH BLOCK DETAIL F1 LOCATION AS CLOSE AS H 1 11 Si POSSIBLE TO FLOOR SLAB 1 EXT. 2.1/2.3/2.4/2.7/2.8/2.9 CONSTRUCTION JOINT 18 WD TYPICAL CONTROL JOINT F2 8 3/4" H2 1 1/2" = 1' -0" T. CMU - ,,REFER TO PLAN TYP. EXPAI JOINT COM CMU WALL CMU WALL 17 PLAN DETAIL - 1 1/2' = 1' -0" REFER TO PLAN FACE BRICK 1 HORIZONTAL JOINT REINFORCING I COMPRESSIBLE FILL r- - - - -- I_ - \ PROVIDE BACKER ROD AND SEALANT 1 INTERRUPT HORIZONTAL JOINT REINFORCING I CAVITY INSULATION CONCRETE MASONRY UNIT 16 BRICK EXPANSION JOINT 1 1/2" = 1' -0" FACE OF INTERSECTING WALL BACKER ROD AND SEALANT BOTH SIDES STOP HORIZONTAL JOINT REINFORCING SHORT OF CONTROL JOINT 2" I I �WW I I W � �o TYPICAL CMU WALL MORTAR, RAKE BACK TO RECEIVE BACKER ROD AND SEALANT STABILIZING ANCHOR AT 16' OC ATTACHED TO INTERSECTING WALL 15 TYPICAL CONTROL JOINT 1 1/2 " =1' -0" BACKSPLASH 0 1 1i SHELF ROD 0 SEAT CO LOCKER BASE FOOT LOCKER NNr Wilt 18'X18X/2' ADJUSTABLE SHELF PLASTIC LAMINATE CASEWORK LOCKER 20 CASEWORK ELEVATION 21 ELEVATION 1/40 = 1' -0" WALL CONSTRUCTION BELOW CEILING 8" CMU W #A 8 W3 WALL CONSTRUCTION ABOVE CEILING GWB B./TRUSS 1 X 4 WOOD TRIM TREATED WOOD BLOCKING CMU BOND BEAM SEE WALL CONSTRUCTION BELOW CEILING FOR WALL CONSTRUCTION WALL TYPES 0' -0" TO 6' -4" CJ TO ONE SIDE OVER 6' -4" CJ BOTH SIDES CONTROL JOINT (CJ) CONTINUOUS TO TOP I 1/4 = 1' -0" NO SCALE DOOR /OPENING WINDOWS, LOUVERS, OPENINGS TYPICAL PLACEMENT OF CONTROL JOINTS N 9 GYPSUM WALLBOARD AT OPENINGS I � - CONTROL JOINT (CJ) CONTINUOUS TO TOP OF WALL I -- (SEALANT TO 4" ABOVE FINISH CEILING EXCEPT AT RATED WALL TO BE • 0'-0" TO 6'-4* 0'-Ow TO 6'-4" FULL HEIGHT.) CJ TO ONE SIDE OVER 6' -4" END OF LINTEL CJ BOTH SIDES BOND BREAK AT LINTEL BEARING (15# FELT) CJ CJ DOOR /OPENING WINDOWS, LOUVERS, OPENINGS TYPICAL PLACEMENT OF CONTROL JOINTS 10 N CMU WALLS AT OPENINGS INTERIOR CONCRETE MASONRY WALLS ONLY 1/2" = 1' -0" 9 -1/8 "H X 9 -1/8"W X 1/8" ID PLASTIC FRAMED ADA MOUNTING: RESTROOM SIGN WITH (1) 9 "HX 9"WX .080 ADA INSERT - MAGNETIC TAPE WITH 4" H RAISED GENDER SYMBOL, 2 "H RIASED FRAME -VINYL TAPE & WHEELCHAIR SYMBOL. 5/8 "H MECH. FASTENED RAISED COPY AND BRAILLE STYLE: HELVETICA MEDIUM 919 NOTE: WHEN REQUIRED - - -, TO PROVIDE TWO PLASTIC i i ROWS OF TEXT. PERIMETER " 4 "H FRAME 9 TEXT 1 "H - -- - _ =1 SYMBOL BRAILLE 22 RESTROOM SIGNAGE d 1/4' = 1' -0" 5 A1.2 5 A1.2 N 4' -0" 20' -0" RIDGE VEN Li 9 co N LINE c° 4' -0" w L-0 CO $ A1.2 � Ld 4 / 12 0 O 4 / 12 } LROOF DS REMARKS SEE SECTION 08050 �- c TYPE PLYWOOD ROOF SHEATHING AND SPECIFICATIONS c. BUILDING SIGN A1.2 ROOF VENT A1'2 10" LETTERS LROOF 01 12" FROM THE FACE OF ANY A1.2 VERTICAL SURFACE F SYSTEM REFER TO SECTIONS ALUMINUM DRIP EDGE GAP BETWEEN FOR AIR MOVMENT 1 X 10 CEDAR WD AND SPECIFICATIONS 4/ 12 4/ 12 GUTTER STRAP CEDAR TRIM DS U.1 z a TRUSS, BEND TAB VERTICAL DS PRE ENGINEERED WOOD -i c_ 7 mil p�Y � A1.2 5/8" GYPSUM WALL BOARD GUTTER BRACKET AT O.C. 1 X 4 WOOD TRIM ALTERNATE WITH w LOCATION 8' CMU BOND BEAM DOWN SPOUT W N 4' -0" 20' -0" RIDGE VEN Li 9 co N LINE c° 4' -0" w L-0 CO $ A1.2 6 W 7 8 DS } LROOF DS REMARKS SEE SECTION 08050 SYSTEM REFER TO SECTIONS o TYPE PLYWOOD ROOF SHEATHING AND SPECIFICATIONS c. BUILDING SIGN A1.2 ROOF VENT A1'2 10" LETTERS 5 Z w � 12" FROM THE FACE OF ANY A1.2 VERTICAL SURFACE w ALUMINUM DRIP EDGE GAP BETWEEN FOR AIR MOVMENT 1 X 10 CEDAR WD FASCIA BOARD 4/ 12 4/ 12 GUTTER STRAP CEDAR TRIM 0 1 SIMPSON A35 AT EACH a TRUSS, BEND TAB VERTICAL in x PRE ENGINEERED WOOD o �� 7 21 1 5" � A1.2 5/8" GYPSUM WALL BOARD GUTTER BRACKET AT O.C. 1 X 4 WOOD TRIM ALTERNATE WITH J2 LOCATION 6 GUTTER 5 A1.2 ROOF PLAN 7 8 1/8' = 1' -0' 6 5 FIBERGLASS SHINGLES OVER 2 REMARKS SEE SECTION 08050 LAYERS 15# FELT OVER 3/4" TYPE PLYWOOD ROOF SHEATHING 2" SOFFIT VENT W/ INSECT BUILDING SIGN A1.2 ROOF VENT A1'2 10" LETTERS SCREEN. TERMINATE VENT ELEV. 12" FROM THE FACE OF ANY TREATED WOOD BLOCKING VERTICAL SURFACE SEE F 2 X 8 X 12 W/ 48" ALUMINUM DRIP EDGE GAP BETWEEN FOR AIR MOVMENT 1 X 10 CEDAR WD FASCIA BOARD INSULATION STOP GUTTER STRAP CEDAR TRIM AT 30' O.C. �, z SIMPSON A35 AT EACH a TRUSS, BEND TAB VERTICAL in x PRE ENGINEERED WOOD o �� :. a TRUSSES AT 16" O.C. 21 1 5" R38 BATT INSULATION GUTTER 5/8" GYPSUM WALL BOARD GUTTER BRACKET AT O.C. 1 X 4 WOOD TRIM ALTERNATE WITH J2 LOCATION 8' CMU BOND BEAM DOWN SPOUT 2- 2 X8 TREATED WOOD BLOCKING 4" FACE BRICK - SEE W/ 3/8" DIA. ANCHOR BOLTS AT 48" O.C. ELEVATIONS FOR - COURSING 7 DETAIL F1 1 1/2" - 1' -0" A1.2 ROOF VENT DOOR NUMBER 7 8 FRAM E 6 5 HARDWARE REMARKS SEE SECTION 08050 MAT. TYPE A1.2 A1.2 6 2 DETAILS BUILDING SIGN A1.2 ROOF VENT A1'2 10" LETTERS SHINGLES TYPE 12. JAMB SHINGLES SET NO. KEYSIDE ROOM NO. A101 -A 3' -0" x 7' -2" WD F HM F2 CEDAR TRIM H2 J2 - - 5 CEDAR TRIM - Al 02-A - WD F HM F2 8 3/4" AND GUTTER J2 - 4>"- 1 A101 AND GUTTER Al 03-A PR 3' -0" x 7' -2" - FGAL2 AL F1 4 1 /2" H 1 11 Si - 1 EXT. 2.1/2.3/2.4/2.7/2.8/2.9 Al 04-A 3' -O" x 7' -2" WD N HM F2 8 3/4" H2 J2 T. CMU - 4 A103 T. CMU Al 04-B - - - HM F3 8 3/4" H2 J2 S2 - CLEARANCES AND A EL 109 -4 Al 05-A 3' -0" x 7' -2" FRP F AL F2 4 1/2 H 1 11 Si - 3 EXT. EL' 109'-4" Al 06-A 3' -0" x 7' -2" FRP F AL F2 4 1/2" H 1 11 Si - 3 EXT. 2.1/2.2/2.7 Al 07-A 3' -0" x 7' -2" FRP F AL F2 4 1/2" H 1 11 Si - 2 EXT. 2.1/2.2/2.7 Al 07-B 10' -0" x 7' -4" AL OHCD AL - -- BRICK SOLDIER J3 - - - - 2.6 BRICK SOLDIER DOWNSPOUT BRICK ❑ ❑ B RICK FINISH FLOOR FINISH FLOOR _ EL 100 -0 EL: 100 -0 14 NORTH ELEVATION 11 EAST ELEVATION 1/80 - 1' -0" 1/8" - 1' -0" 5 A1.2 SHINGLES CEDER TRIM AND GUTTER T. CMU EL: 109'-4' BRICK SOLDIER BRICK FINISH FLOOR 100 -o 13 SOUTH ELEVATION 1/8" = 1' -0' o� 1 N 12 WINDOW`v "' WEST ELEVATION 1/8" = 1' -0" 4 IER IR D 0 0 R A N D F R A M E S C H E D U L E DOOR NUMBER DOOR FRAM E FIRE RATING IN MINS. HARDWARE REMARKS SEE SECTION 08050 MAT. TYPE JAMB DEPTH DETAILS SIZE MAT. TYPE HEAD JAMB SILL SET NO. KEYSIDE ROOM NO. A101 -A 3' -0" x 7' -2" WD F HM F2 8 3/4" H2 J2 - - 5 A103 - Al 02-A 3' -0" x 7' -2" WD F HM F2 8 3/4" H2 J2 - - 6 A101 - Al 03-A PR 3' -0" x 7' -2" AL FGAL2 AL F1 4 1 /2" H 1 11 Si - 1 EXT. 2.1/2.3/2.4/2.7/2.8/2.9 Al 04-A 3' -O" x 7' -2" WD N HM F2 8 3/4" H2 J2 - - 4 A103 Al 04-B - - - HM F3 8 3/4" H2 J2 S2 - CLEARANCES AND A BORROW LIGHT Al 05-A 3' -0" x 7' -2" FRP F AL F2 4 1/2 H 1 11 Si - 3 EXT. 2.1/2.2/2.7 Al 06-A 3' -0" x 7' -2" FRP F AL F2 4 1/2" H 1 11 Si - 3 EXT. 2.1/2.2/2.7 Al 07-A 3' -0" x 7' -2" FRP F AL F2 4 1/2" H 1 11 Si - 2 EXT. 2.1/2.2/2.7 Al 07-B 10' -0" x 7' -4" AL OHCD AL - -- H3 J3 - - - - 2.6 E SCHEDULE n 0 w N W En SEE SCHEDULE ROOM LEGEND 4' -0" 6 ROOM 6' -0' 4 a aao NO. ROOM NAME a CLNG HT 2" WIDTH 2" • A101 LOCKER ROOM 515 SF 9' -0' i O O M, A102 RESTROOM 41 SF 9' -0' , A103 � 537 SF 9' -0" v A104 PANIC '' = PANIC A105 uj = 43 SF 9' -0" - A106 WOMENS - - En A107 STORAGE z 9' -0" L z w ® MOTION DETECTOR : a W • a N i S a (n YS114 a ki A A1.2 rn A A�.2 M VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND o� SEE SCHEDULE ROOM LEGEND 4' -0" 6 ROOM 6' -0' 4 4' -0" aao NO. ROOM NAME AREA CLNG HT 2" WIDTH 2" • A101 LOCKER ROOM 515 SF 9' -0' i O O M, A102 RESTROOM 41 SF 9' -0' , A103 COMMONS 537 SF 9' -0" 00 o A104 OFFICE 144 SF 9' -0" A105 MENS 43 SF 9' -0" HEAT DETECTOR REFER TO ELECTRICAL A106 WOMENS 43 SF 9' -0" A107 STORAGE 371 SF 9' -0" L ARCHITECTURAL PLAN GENERAL NOTES ® MOTION DETECTOR A. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4' IN SIZE EXPOSED TO VIEW. B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100' -0 REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. D. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK, UNLESS NOTED OTHERWISE. E. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 8" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. . F. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. G. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. ARCHITECTURAL PLAN NOTES O F N FGAL9OHCD (%� NOTES MAY NOT BE INDICATED ON THIS SHEET) W? INDICATES WALL TYPE REFER TO DRAWING AX.X FLUSH DOOR NARROW LITE FULL GLASS 2 OVERHEAD COILING DOOR -N FOR WALL THICKNESS, HEIGHT AND 3 DOOR TYPES / ELEVATIONS COMPOSITION. 1. DASHED LINE INDICATES TYPICAL ROOF 1/4" = 1' -0" OVERHANG LINE ABOVE SEE ROOF PLAN AND WALL SECTIONS FOR DETAILS. 1. THE BOTTOM OF GLASS LTTES FOR ALL DOORS, EXCEPT FULL GLASS DOORS(I.E. FG, N2), MUST BE AT A 4. THE STANDARD MOUNTING HEIGHT FOR EXIT DEVICES IS 40" TO CENTERLINE ABOVE FINISHED FLOOR. 2. LOCKER BASE REFER TO EQUIPMENT PLANS AND MINIMUM OF 43" ABOVE FINISHED FLOOR TO ALLOW FOR EXIT DEVICE MOUNTING. THIS LOCATION WILL ELIMINATE PROJECT MANUAL. GLASS AND EXIT DEVICE INTERFERENCE. IT WILL ALSO ELIMINATE THE USE OF EXIT DEVICE SHIM KITS TO RAISE 5. GLASS LITE SIZE, AREA, AND LOCK -TO -CITE CUT -0UTS, AS SHOWN ON DOOR TYPES, CONFORM WITH 3. FIRE EXTINGUISHER /FIRE EXTINGUISHER CABINET THE DEVICE OVER THE GLASS BEAD. MANUFACTURER'S LIFETIME WARRANTY AND FIRE RATED REQUIREMENTS. -REFER TO EQUIPMENT PLANS AND PROJECT 2. THE TOP DOOR RAIL DIMENSIONS, AS SHOWN ON THE DOOR TYPES, ARE REQUIRED FOR MOUNTING CLOSERS 6. FIRE RATING IN MINUTES MANUAL. WITHOUT THE USE OF A DROP PLATE. THESE DIMENSIONS WILL ALSO PREVENT THE CLOSERS FROM BEING SEEN REFLECTED CEILING LEGEND THROUGH THE GLASS ON THE OUTSIDE. 20 - 20 MINUTES GLASS ALLOWED IN DOOR -1296 SQ. INCHES 45 - C LABEL 3/4 HOUR GLASS ALLOWED IN DOOR -1296 SQ. INCHES 3. THE BOTTOM DOOR RAIL HEIGHT DIMENSION SHALL BE 10" TO CONFORM WITH VARIOUS STATE ADA 60 - B LABEL 1 HOUR GLASS ALLOWED IN DOOR -100 SO. INCHES O1 LIGHT REFER TO ELECTRICAL DRAWINGS BARRIER -FREE CODES. 90 - B LABEL 1 -1/2 HOUR GLASS ALLOWED IN DOOR -100 SO. INCHES 180 - A LABEL 3 HOUR GLASS ALLOWED IN DOOR -NONE Q LIGHT REFER TO ELECTRICAL DRAWINGS ® H1/4 H1/4 LIGHT REFER TO ELECTRICAL DRAWINGS DOOR A1.2 A1.2 WIDTH 1' -9' 1' -9" " DIFFUSER REFER TO MECHANICAL DRAWINGS DOOR 4 4' -0" 6 6' -0' 4 4' -0" aao • • 2 9 • • o0 2" WIDTH 2" • • • • 4;11 N _T4 J DIFFUSER REFER TO MECHANICAL DRAWINGS i O O M, 0 M Go 1 00 14' -0" , DOOR 4 4' -0" 6 6' -0' 4 4' -0" • • 2 9 • • • D 2" WIDTH 2" • • • • _T4 J DIFFUSER REFER TO MECHANICAL DRAWINGS e a a a a J1 4 _ SMOKE DETECTOR REFER TO ELECTRICAL 00 o o A A1.2 ao A1.2 D DRAWINGS I, 1 1 H HEAT DETECTOR REFER TO ELECTRICAL Cry O DRAWINGS Lai = a F L L ® MOTION DETECTOR O a : a a ® CEILING MOUNTED EXIT LIGHT i S S1 4 'c=l Y YS114 ki A A1.2 rn A A�.2 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND A Fl F2 F3 wi W 2 ELD ONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 4 DOOR FRAME ELEVATIONS 5 WINDOW ELEVATION SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH 1/4" = 1' -0" 1/4" = 1' -0" WORK. 28' -0" 25' -0" 13 $ b 1' -0" A1.1 A1.2 SIM. 1' -0" 12 A1.1 0 1 00 8 A1.2 2 REFLECTED CEILING PLAN 1 1/8" = 1' -0" 0 I : JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 111:IIn111111111111111111:: � Rm iINN off InlllnnllLJIIC� ,_- a --- --- --- --- --- -------- '--- " -JIII IIIIIIIIIIIIIIIC � - -i �No it :; N---------------- - - " - - -� 1In111n11111 Ci1nIn1111� IIIn1111111L': • 1= .1 ,_ ;'OIIIIIIIIIIII f In11111nI11111n11111u1111111111N11111111 111n /IIIIIIG ;■ ■__ ., �ullluumunll-; �_ = �nlnumuuwl?� _ m _\ i �■ ;- _ _ •7luuumum iF �i = -- - - - - -- i- 1�■ No d 1� -\ _1 1_ _1 ,_ ■_; .. ■ _ =; - d ;_■ _, 1� , _ 1 \ =i■�I■■il■ ■■■■ nmummm�nmmurunnuumumnnuuuuwmuuuulT 8 14 1' -0" A1.2 A1.1 25' -0" 28' -0" NOTE: FLOOR ELEVATION IS O' -0" UNLESS NOTED OTHERWISE FIRST FLOOR PLAN d W v Go co O v_ >a� N O 0 J 0 0 co �Uo z co co 0 U w=N Z ��Q J a =v W Q 2 wJw � �Wm a N�Q U �U Q U KEY PLAN O U / S %0 O � 3 3 3 V o• � o 11 A1.1 00 r M Z J J IL Q W V Q O q Id- O N ^O O ri Z 21- C>t � U } m m D Z W Y < W D V PROJECT TITLE 206104 & 206097 W F 0 Z go Z O a`D W r r Q 8 14 1' -0" A1.2 A1.1 25' -0" 28' -0" NOTE: FLOOR ELEVATION IS O' -0" UNLESS NOTED OTHERWISE FIRST FLOOR PLAN d W v Go co O v_ >a� N O 0 J 0 0 co �Uo z co co 0 U w=N Z ��Q J a =v W Q 2 wJw � �Wm a N�Q U �U Q U KEY PLAN O U / S %0 O � 3 3 3 V o• � o 11 A1.1 00 r M Z J J IL Q W V Q O q Id- O N ^O O ri Z 21- C>t � U } m m D Z W Y < W D V PROJECT TITLE 206104 & 206097 W F 0 Z go Z O a`D W r r Q KEY PLAN O U / S %0 O � 3 3 3 V o• � o 11 A1.1 00 r M Z J J IL Q W V Q O q Id- O N ^O O ri Z 21- C>t � U } m m D Z W Y < W D V PROJECT TITLE 206104 & 206097 W F 0 Z go Z O a`D W r r Q