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15 114 1 13 1 12 1 11 1 10 1 9 1 8 1 7 1 6 1 5 1 4 3 1 2 1 1 <br /> KEYNOTES <br /> 02.448 CLEAN OUT-SEE CIVIL DRAWINGS FOR DEMO,NEW,AND EXISTING TO REMAIN CONDITIONS <br /> 05.10 ACCESS LADDER-SEE DETAIL 15/AD.2 <br /> A 05.11 METAL GUTTER&DOWNSPOUT SCH.40 GALV.-SEE DETAIL 16/AD.1 A <br /> 05.13A STEEL COLUMN-PAINT IN EXPOSED LOCATIONS-SEE STRUCTURAL DRAWINGS <br /> pIN May. San San Joaquin County <br /> 07.21 DOWNSPOUT-PRE-FINISHED <br /> <: ,2 Environmental Health Department A B C D E F G 10.09F SIGNAGE-DOOR TO BE PAINTED WITH"FIRE RISER"IN 6"TALL LETTERS <br /> 1868 E. Hazelton Ave. <br /> Stockton, CA 95205 10.15 SIGNAGE-GAS RISER IN WALL-SEE PLUMBING DRAWINGS-SEE DETAIL 12/AD.6 <br /> 81'-8" 26.23 IDF-SEE ELECTRICAL DRAWINGS <br /> (209) 468-3420 21' 8" 60' o" <br /> APPROVED WITH CONDITIONS <br /> 21'-8" 14'-8" 8'-0" 14'-8" 8'-0" 14'-8" <br /> Ole <br /> JOE <br /> B For conditions, please see approval letter dated: 4-12-20 1 B <br /> GeGcaneaGi�l 9-5.1 2 <br /> Approved by: �y Date: May 12, 2�2� 9-5.1 <br /> 1 8'-2 1/2" 12'-8 7/8"+/ 8 5/8" 17'-2 3/8" 27'-81/8"+/- 8'-5" 6'-8 1/2" <br /> TYP.OF 2 TYP. a 1 c1 1 I tects <br /> I 05.13A 10.09F I 05.11 05.13A 05.13A 7;OF <br /> i i _ I TYP. C TIMOTHY P. HUFF & <br /> ------------------ <br /> 10.15 [ OF 2 ASSOCIATES, INC. <br /> ELEC. _ _ _ _ _ FIRE RISER <br /> —I — — Timothy P. Huff, AIA Architect <br /> O � <br /> ----------�� -- i I — — Ph: (209)57 519 r1y--2232 Fax: (209)571sto, CA 51936 <br /> 11 H12- - - - - - - - - - — —vi —I � I � � � ,�N.cPac,4 0�D 9 5.1 I EQ EQ 4' 9 3/8" 10'-119 5.1 p * No. C 15527 <br /> BOYS 1 <br /> I -,\ I 17'-10 1/2" N� REN. 5/21 \Q <br /> SN.139 H-11 <br /> I O I I I 1 of C A\-\ <br /> SHEET NOTES <br /> GIRLS I I I I 9-1.H08 Copyright 2019-Timothy P. Huff&Associates <br /> H-09 1 I I <br /> SN.139 PROVIDE CONCRETE CURBS AT MULTI-STALL RESTROOMS-SEE WALL SECTIONS <br /> N <br /> 1 <br /> 10 Ho7 ALCOVE <br /> E I 0 0 11 <br /> E <br /> A.V. W.C. I I <br /> H-08 I _ _ LIFT I I <br /> — — <br /> 3 0 5.10 I H 0 6 _ _ _ _ _ _ _ <br /> - - <br /> 3 -PURPI � I <br /> F 9-1. I II MULTROOM OSE I F <br /> PLATFORM 1 11 I NOTES <br /> 00 3 H-07 II 1 A9-6.1 2 I 3 <br /> o 9-5.1 I I I 9-5.1 EXTERIOR WALLS <br /> 1 I O 8"METAL STUDS W/R-25 BATT INSULATION: PLASTER OVER <br /> PLYWD. SHEATHING AT EXTERIOR/GYPSUM BOARD AT INTERIOR <br /> G I A9-6.2 I ® 8"METAL STUDS W/R-25 BATT INSULATION:THIN BRICK OVER PLYWD.SHEATHING G <br /> AT EXTERIOR/GYPSUM BOARD AT INTERIOR-SEE DETAIL 7 /A9-7.2 <br /> 2 ® 8"METAL STUDS W/R-25 BATT INSULATION:THIN BRICK 0/TYPE-X SHEATHING 0/ <br /> PLYWD. SHEATHING AT EXTERIOR/GYPSUM BOARD(TYPE.X)AT INTERIOR Consultants <br /> (1 HOUR RATED WALL PER UL 423)-SEE DETAIL 6 /A9-7.2 <br /> INTERIOR WALLS <br /> N D 8"METAL STUDS W/SOUND BATTS: <br /> — — — — I „ I WITH PLYWOOD SHEATHING(SEE STRUCTURAL DETAIL 3/S4.2)&GYPSUM BD.(OR <br /> O — — — — — — — I I TILE BACKER BD.)BOTH SIDES <br /> zo <br /> J <br /> H I I 0 6"METAL STUDS W/SOUND BATTS:GYPSUM BD. (OR TILE BACKER BD.)AT EACH SIDE H O <br /> 02.446 H05 SERVING I I o I ® 3 5/8"METAL STUDS W/SOUND BATTS:GYP. BD. (OR TILE BACKER BD.)AT ONE SIDE O <br /> TYP. OF 2 H-06 I I H14co <br /> I NOTES: <br /> ALL WALL TILE TO TO HAVE TILE BACKER BOARD-SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR <br /> i I I I TILE HEIGHT. <br /> WALL LEGEND ONLY ADDRESSES GYPSUM BOARD LOCATIONS-SEE FINISH SCHEDULE FOR LOCATIONS <br /> 9 7 I I I I WHERE TACKBOARD IS SPECIFIED OVER THE GYPSUM BOARD. Z <br /> H04 I I "' I ALL INTERIOR AND EXTERIOR METAL STUDS ARE TO BE SPACED AT 16"O.C. MAX. U.O.N. 0 <br /> 4 I I I SEE STRUCTURAL DRAWINGS FOR ALL EXTERIOR AND INTERIOR SHEAR WALL LOCATIONS J <br /> o <br /> N 9-7' I CHAIRS ALCOVE I I o N I Uj <br /> ALL STUD OR PLATE PENETRATIONS(INCLUDING ELECTRICAL,COMMUNICATIONS,AND PLUMBING LINES) <br /> H-05 H03 H-04 I I `� I AT INTERIOR WALLS BETWEEN RESTROOMS AND OCCUPIED SPACES SHALL BE SEALED WITH EXPANDING �� <br /> N FOAM FOR SOUND ATTENUATION BEFORE SOUND BATTS ARE INSTALLED.ARCHITECT SHALL INSPECT <br /> Y.1 m <br /> FiO2 <br /> PRIOR TO SOUND BATT INSTALLATION. <br /> I H01 Q CO <br /> 171 ~ - - -- - - - - - - 7" DIMENSIONS ARE TO FACE OF STUD OR COLUMN CENTERLINE. <br /> o I ® I O/ H 13 i 6 Z U Q <br /> WALL LEGEND Z <br /> 9-5.1 �., Q O U U Q <br /> EQ EQ -415/1 ' <br /> — — — — — J � J <br /> a - ' a <br /> UC/)N STAFF IRRIG. ' z <br /> OJ J Q = <br /> C1 QQ <br /> H-03 2 O------ ------ -------------- ---------- ---- ---H------- -------- 1 O <br /> LU O <br /> D 05.11 I > <br /> _0 D U <br /> Q I 05.13A j U _ <br /> 2 TYP. OF 2 j 1 5 2 � LU <br /> W <br /> co -5.1 9-5.1 P6 P7 Q LL <br /> v U Z <br /> 9' 6" 16' 1.. 3' 9.. 6.. P5 P8 n/ <br /> P4 P9 li 0 Q <br /> Z K 38' 6" C E P3 P10 K O O W m <br /> p 22'-0 60'-0 <br /> P2 P11 W W o Z a <br /> Q <br /> Z) <br /> P1 P12 (D Z <br /> W <br /> 0 Project Number 1839 <br /> M <br /> Of H Date MAY 2019 <br /> B I A F <br /> Z) <br /> uF1 Drawn by MB <br /> J Checked by TPH <br /> L L <br /> NORTH NORTH <br /> co <br /> _j <br /> 1 MULTI-PURPOSE BUILDING 'H' - FLOOR PLAN CAMPUS KEY PLAN <br /> A9- 1 A <br /> U SCALE: 1/8" = 1'-0" <br /> Plot Date &Time 4/9/2020 10:01:37 AM <br /> 15 1 14 13 12 11 10 9 8 7 6 5 4 3 2 1 <br />