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15 14 13 12 11 10 9 8 1 7 6 5 4 3 2 1 <br /> 18"C� LR. Mil. 8'-2 1/2" 2'-3 1/2" 11'-6" <br /> KEYNOTES <br /> i 10.28 10.23 10.26 05.01 STRUCTURAL METAL FRAMING-SEE STRUCTURAL DRAWINGS <br /> 05.10 ACCESS LADDER-SEE DETAIL 15/AD.2 <br /> A L - - - - - - - - F.O.S., P. 05.15 HANDRAIL(PAINTED)-WALL MOUNTED-SEE DETAIL 5/A9-1.2 A <br /> 08.08 HM CASED OPENING FRAME-SEE DETAIL 10/AD.3 <br /> ;, 10.29 10.01 D 10'0"X4'-O"FIXED MARKERBOARD SEE DETAIL 6/AD.5 <br /> 10.20 11.06E 05.01 22.07 11.066 11.06C I I 26.31 ELEC. BOYS 10.01G 12'-0"X 4'-0"FIXED MARKERBOARD-SEE DETAIL 6/AD.5 <br /> SERVING 17 H-10 22.07 H-11 10.03 TOILET PARTITION-SEE DETAIL 9/ADA <br /> N 9 10.09 SIGNAGE-ROOM IDENTIFICATION-SEE DETAIL 10/AD.4 <br /> 10.28 z 9 <br /> H-06 \ AD.6 10.09G SIGNAGE-"NO FREIGHT"PER CBC 116-410.8 <br /> SEE CUTSHEETS PACKET FOR 3/4 A9-6.3 18 I I TYP. 10.23 2 m 10.10 SIGNAGE-ACCESSIBILITY(DOOR MOUNT)-SEE DETAIL 11/ADA <br /> EQUIPMENT PLAN 10.03 12 A9-6.3 10 10.11 SIGNAGE-ACCESSIBILITY(WALL MOUNT)-SEE DETAIL 11/ADA <br /> 10.29 9-7. <br /> 13'-7" T-9" 3/4" 10.17 a' 10.17 SEMI-RECESSED FIRE EXTINGUISHER CABINET w/5LB. EXTINGUISHER(3A:40BC)-SEE DETAIL <br /> B 10.09 TYP. 26.03 - " <br /> 11 7/AD.5 g <br /> 26.37 I 13A. o J - 22.03 10.17A SEMI-RECESSED FIRE EXTINGUISHER CABINET w/CLASS W EXTINGUISHER-SEE DETAIL <br /> 5-0112' Ndal <br /> , M 7/AD.5 <br /> +I I AD•7 GIRLS = 10.20 PAPER TOWEL DISPENSER <br /> 44 MSN - - - - <br /> ` ' z v � - 10.21 TOILET TISSUE DISPENSER-SURFACE MOUNTED <br /> 22.06 0 7zr- <br /> H09 56"MIN. 2'-11" 10.2010.23 SANITARY NAPKIN DISPOSAL UNIT <br /> 22 115 o �• 10.24 SOAP DISPENSER <br /> 10.17A 10.26 TOILET SEAT COVER DISPENSER <br /> TYP. 10.26 � �� � MIN. '�,'r' SN79 O° -3/4" �, U" 10.28 36"GRAB BAR-SEE DETAIL 6/ADA10.178 A9-6.3 6 2207 22.02 a rch itects <br /> � 10.29 48"GRAB BAR-SEE DETAIL 6/AD.4 <br /> C 08.08 7 10.03 0 24"CLR. 18"(MI 10.31 10.31 MIRROR-SEE DETAIL 5/AD.5 FOR MIRROR FURRING WHERE REQUIRED C <br /> 10.34 WALL SURFACE PROTECTION SYSTEM CORNER GUARD SEE DETAIL 4/AD.5 TIMOTHY P. HUFF & <br /> 10.21 N 4' 11" CLR) UE] 22.046 `' 11.06B FOOD SERVICE EQUIPMENT-METAL SHELF-SEE DETAIL 17/AD.7 ASSOCIATES, INC. <br /> 10.09 ° `" 11.06C FOOD SERVICE EQUIPMENT-STAINLESS STEEL COUNTERTOP WITH 4"BASKSPLASH Timothy P. Huff, AIA Architect <br /> ALCOVE 4'-5" IN 11.06F FOOD SERVICE EQUIPMENT-HAND SINK-SEE PLUMBING DRAWINGS 519 McHenry Ave., Modesto, CA 95354 <br /> CHAIRS H-04 o N TYP. 10.20 10.10 10.11 10.10 MIN. 08.08 TYP. 11.18 EQUIPMENT-WHEEL CHAIR LIFT-SEE SPEC AND ELECTRICAL DRAWINGS Ph: (209)571-2232 Fax: (209)571-1936 <br /> � ti <br /> pt 48"MIN.CLR. 11.20 EQUIPMENT-WHEEL CHAIR LIFT TOP LANDING GATE <br /> H-05 10.10 _ 10.34 � 11.21 WHEEL CHAIR LIFT FLOOR ATTACHMENT-(4)1/2"DIA 3-1/4"TITEN HD ANCHORS THRU HOLES E� ARC <br /> 18"CLR 10.11 � 59" ALCOVE BY MANUFACTURER �,��N� PAU <br /> 2'I-2" I / CLR. � <br /> z TO LA 10.20 F - - - - - - - H-1 - 22.01 PLUMBING FIXTURE WATER CLOSET <br /> 9 1� MIN. I / 70 3/4" 22.02 PLUMBING FIXTURE 22.03 PLUMBING FIXTURE URWAORY D * No. C 15527 <br /> \ - � <br /> � 10.24 / 10.09G <br /> D AD.6 18" r N REN. 5/21 Q <br /> F 10.31 TYP. 22.02 O O I ° 22.04B PLUMBING FIXTURE-'HI-LO'DRINKING FOUNTAIN-SEE DETAIL 5/AD.4(ADULT HEIGHT) <br /> CLR. ��� 22.06 PLUMBING FIXTURE-MOP SINKpQ� <br /> 22 02 I I 4 22.07 PLUMBING FIXTURE-FLOOR DRAIN(TOP OF DRAIN TO BE 1/8"MAX. BELOW FIN. FLR.) <br /> 9"(12"MAX) 22.11 PLUMBING FIXTURE-WATER HEATER-SEE PLUMBING DRAWINGS <br /> 10.24 , A.V. �� 9-1 26.03 ELECTRICAL POWER-PANEL-SEE ELECTRICAL DRAWINGS Copyright 2019-Timothy P. Huff&Associates <br /> SN.41 -3/4" v 22.07 26.24 SN.136 <br /> 4 A9-6.3 2 H-08 26.24 AUDIO RACK-SEE ELECTRICAL DRAWINGS <br /> 24" 59" z 26.31 IDF-SEE ELECTRICAL <br /> MIN.CLR / � � 10.26 05.10 � � 26.37 WALL MOUNTED TELEPHONE-SEE ELECTRICAL <br /> CD 3 <br /> E STAFF 1 - L� - - - - - E <br /> H-03 10.09G 11.18 <br /> 4' 61/2" <br /> 44" <br /> (48"MIN CLR) SHEET NOTES <br /> 10.23 10.29 10.28 (CLR.) <br /> 8'-5" 11' 11" l'-8" SN.41 60"ACCESSIBLE TURNING CIRCLE <br /> NORTH NORTH SN.76 HANDRAIL IS TO EXTEND A MIN.OF ONE TREAD WIDTH IN SLOPE PLUS 12"LEVEL DISTANCE <br /> BEYOND THE BOTTOM RISER-SEE DETAIL 5/A9-1.2 <br /> 2 ENLARGED PLAN - STAFF 1 ENLARGED FLOOR PLAN - ALCOVE H-12 SN.77 HANDRAIL IS TO EXTEND A MIN. 12"DISTANCE BEYOND THE TOP RISER-SEE DETAIL 5/A9-1.2 <br /> SCALE: 1/4" - V-0" SCALE: 1/4" = 1'-0" SN.78 SUPPORT POST IN WALL(W/CONC. FOOTING-SEE DETAIL 9/A9-1.2 <br /> SN.79 FRP 8'WIDE AND FULL HIGHT-SEE DETAIL 2/AD.5 <br /> F 5/4"x 9"PAINTED HARDWOOD CAP CARPET-SEE ROOM SN.136 HATCH DENOTES 3"SLAB DEPRESSION AT WHEELCHAIR LIFT F <br /> TRIM-SCREW INTO PL BELOW FINISH SCHEDULE <br /> 5/16"x 2"PAINTED HARDWOOD RUBBER STRINGER AT WALL <br /> TRIM-BOTH SIDES 7 5 <br /> WOOD 2x OVER 600T150-33 CARPET AT TREAD 9-1. 9-1. <br /> AND FACE OF RISER r <br /> MTL.TOP TRACK 18"MIN. <br /> GYPSUM BOARD SEE 2"TYP. L ❑ J SN.76 WALL MOUNT <br /> NOTES <br /> FINISH SCHEDULE 11.21 11.18 <br /> LU <br /> ° I EXTERIOR WALLS G <br /> LU 60OS162-33 MTL.STUDS 1"TYP. <br /> G w AT 16"O.C. MAX. PROVIDE RUBBER ; <br /> RISER AT FACE OF _/° <br /> LU <br /> HANDRAIL BOTH SIDES SEE LOWER RISER r �' 6'- g x I ❑ O 8"METAL STUDS W/R-25 BATT INSULATION: PLASTER OVER <br /> 1 1/2" DETAILS 10/AD.6&l l/AD.6 ti PLYWD. SHEATHING AT EXTERIOR/GYPSUM BOARD AT INTERIOR <br /> > r, TYP. �� �� ��� 9-1 Consultants <br /> CONT.6"MTL BLKG. (9A/S0.3) _ a / <br /> ® 8"METAL STUDS W/R-25 BATT INSULATION:THIN BRICK OVER PLYWD.SHEATHING <br /> z C t" / 05.15 AT EXTERIOR/GYPSUM BOARD AT INTERIOR-SEE DETAIL 7 /A9-7.2 <br /> -AT STAIR TREAD � <br /> #4 NOSING BAR W/#3 <br /> M WALL BASE SEE FINISH SCHEDULE �i° ® 8"METAL STUDS W/R-25 BATT INSULATION:THIN BRICK 0/TYPE-X SHEATHING 0/ <br /> • _ °a REBAR AT 24"O.C. SN.136 PLYWD. SHEATHING AT EXTERIOR/GYPSUM BOARD(TYPE.X)AT INTERIOR <br /> M FLOORING SEE FINISH SCHEDULE to 77 ,ter AT EA.TREAD (1 HOUR RATED WALL PER UL 423)-SEE DETAIL 6 /A9-7.2 <br /> . . <br /> ° ° °°` #4 REBAR AT 12"O.C. X INTERIOR WALLS <br /> LU CONCRETE STAIR': a �� EA.WAY 11.20 SN.77 <br /> H Q - z- ° „ ,�° - -- FLOOR MT. D 8"METAL STUDS W/SOUND BATTS: H <br /> > a ,•- of WITH PLYWOOD SHEATHING(SEE STRUCTURAL DETAIL 3/S4.2)&GYPSUM BD.(OR <br /> a I• ° / 44"CLR. SN.77 WALL MT. TILE BACKER BD.)BOTH SIDES O <br /> -- 1/2"DIA.x 5"TITEN HD ANCHOR °4q1 I <br /> a'SEE <br /> `' i� AT 32"O.C.W/PLATE WASHER - 2/SO.2 RUBBER DOUBLE FLANGE STAIR __ _� O 6"METAL STUDS W/SOUND BATTS:GYPSUM BD. (OR TILE BACKER BD.)AT EACH SIDE <br /> ° a NOSING TYP.AT ALL TREADS- 10.34 TYP. SN.78 TYP.TOP&BOT <br /> LO <br /> RECESSED CONC. SLAB #4 CONT. REBAR /� CONTRASTING COLOR ® 3 5/8"METAL STUDS W/SOUND BATTS:GYP. BD. (OR TILE BACKER BD.)AT ONE SIDE 11 <br /> AT WHEELCHAIR LIFT NORTH I NOTES: V <br /> PLATFORM ALL WALL TILE TO TO HAVE TILE BACKER BOARD-SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR �+� Z <br /> TILE HEIGHT. <br /> 8 STAIR SECTION 6 INTERIOR STAIRS 4 STAIR & W.C. LIFT - PLAN H-07 � p <br /> SCALE: 3/4" = V-0" SCALE: 1" = V-0" SCALE: 1/2" = V-0' I WALL LEGEND ONLY ADDRESSES GYPSUM BOARD LOCATIONS-SEE FINISH SCHEDULE FOR LOCATIONS J Z <br /> _ 13 WHERE TACKBOARD IS SPECIFED OVER THE GYPSUM BOARD. I W Q <br /> J J <br /> A. <br /> - M 2 ALL INTERIOR AND EXTERIOR METAL STUDS ARE TO BE SPACED AT 16"O.C.MAX. U.O.N. <br /> LEVEL, 16 A9-6.3 14 SEE STRUCTURAL DRAWINGS FOR ALL EXTERIOR AND INTERIOR SHEAR WALL LOCATIONS W <br /> AD.6 <br /> 3/16 I I 600T150 33 CONT.TOP �• WALL BEYOND ' co <br /> ALL STUD OR PLATE PENETRATIONS(INCLUDING ELECTRICAL,COMMUNICATIONS,AND PLUMBING LINES) Q co O <br /> TRACK w/#10 S.M.S. EA.LEG, SEE FLOOR PLAN I 15 AT INTERIOR WALLS BETWEEN RESTROOMS AND OCCUPIED SPACES SHALL BE SEALED WITH EXPANDING O <br /> EA.STUD I FOAM FOR SOUND ATTENUATION BEFORE SOUND BATTS ARE INSTALLED.ARCHITECT SHALL INSPECT Z Q J <br /> PL3/16"x5-1/2"x6" I STAIRWAY HANDRAIL PRIOR TO SOUND BATT INSTALLATION. U <br /> �• I I w/(4)-#12 S.M.S. f SEE DETAILS 10 /AD.6 U <br /> I [ & 11 /AD.6 DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE. Q W <br /> 600S162-33 MTL.STUDS AT 16"O.C. _ . ��1 U <br /> I I o u w (� <br /> O J HANDRAIL SUPPORT,TYP." Z 0 <br /> I I WALL LEGEND - <br /> � HSS 3x3x3/16 TUBE _ TOP OF HANDRAIL � � � � - � � � J <br /> �.I . GRIP SURFACE M O <br /> I 600S162-33 w/ 2 #14 12"O.C. fi LU O LLJ <br /> z O @ <br /> STAGG. EACH SIDE OF HSS I <br /> U ' <br /> 00 <br /> I I o 2 <br /> co <br /> I X12"MIN- TREAD .TREAD 10.17 Q L� <br /> Z_ <br /> v I I LEVEL DEPTH DEPTH 2i Iz Z <br /> �I I I 600T150 33 W/1/2"DIA.x 5"SIMP. 10.01D P6 P7 Q J <br /> ZK I I TITEN HD ANCHORS w/PLATE I I �, "' �, _ P5 P8 K Q U <br /> WASHER AT 32"O.C.MAX. I I I z �M V-83/4" P4 P9 Z_ LU <br /> [-- <br /> El <br /> m <br /> I �. - 8" _� ❑ P3 P10 o Z <br /> M c E 0� Z (0 < <br /> 00 5"CONCRETE SLAB P2== Pl l <br /> LU U) I I , I HSS POST SEE WALL WHERE HAND RAIL TURNS DOWN ON P1 P12 <br /> O FRAMING ELEVATION 9 /A9-1.2 . U - - - - - - Project Number 1839 <br /> °. I I°; "° � � � � THE PLATFORM. EMBED. 18"MIN. � Date MAY 2019 <br /> 0- z INTO 12"SQ.CONCRETE FOOTING <br /> � I I 12"SQ.CONCRETE FOOTING I I I I g I <br /> Z - [ALT:MAY EMBED IN RETAINING I I I I 9.1 <br /> H Drawn by RS <br /> d `� - FTG.] I I I I SEE DETAIL 5 /A9-1. FB; A F Checked b <br /> J M a 1/2"DIA.x 6"M. BOLT I L - I FOR TYPICAL DIMENSIONS L � y JG <br /> L L <br /> 12" L - - - J &NOTES L - - - J <br /> NORTH NORTH A9= 1 m2 <br /> ca <br /> _j <br /> U <br /> 9 FRAMING ELEV. 7 STAIR ELEVATION 5 STAIR ELEVATION 3 ENLARGED PLAN - PLATFORM CAMPUS KEY PLAN <br /> U SCALE: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = l'-0" SCALE: 1/4" = 1'-0" Plot Date &Time 4/9/2020 10:01:39 AM <br /> 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 <br />