Laserfiche WebLink
LEGEND <br /> G8.0 G8.0 G8.0 ROOM NAME ROOM NAME&ROOM NUMBER <br /> 101 <br /> 4 O NEW WALL,SEE WALLTYPE SCHEDULE 1 <br /> M4.1 M4.1 M4.1 M4.1 M4.1 D G8.2 Q , <br /> ARCHITECTURE <br /> "' m ONE HOUR RATED WALL,SEE WALL TYPE <br /> 4.2 SCHEDULE <br /> � I <br /> 68.2 I I I <br /> 15'-6" T-0" 4'-6" 2'-6" T-0" T-0" 7-0" T-6" T-6" 7-0" 7-0" 7-0" ® PREMANUFACTURED COLD STORAGE <br /> INSULATED WALL PANEL SYSTEM PER MFR. <br /> 27-0" 27'-0" 26-8" 2'-2 6'-4" 101 DOOR TYPE <br /> ARCHITECT <br /> 87'-0" 101 RATED DOOR TYPE NJ ASSOCIATES <br /> 22769 N BENDER ROAD <br /> 5D C B A .9A 1i WINDOW OR STOREFRONT TYPE ACAMPO CA 95220 <br /> 209.727.2040 <br /> UPPER WINDOW DIMENSION PLAN O KEYNOTE TYPE www.njaarchitecture.com <br /> 2 <br /> A2.2 r'=10'4' CLIENT <br /> JOE HADDAD <br /> P.O.BOX 484 <br /> WALNUT GROVE CA 95690 <br /> -� WALL TYPES 415.517.9686 <br /> .19 I H G F E D9A .9A FIRE <br /> 218'-0" NO. DESCRIPTION INSUL. RATING DETAIL <br /> PROJECT <br /> CS.] PREMANUFACTURED COLD STORAGE <br /> 26'-8" 27-0" 27-0" 27-0" 27'-0" 27-0" 27'-0" 26-8" 1'-4" INSUL.WALL PANEL SYSTEM,BY MFR. LODI BOWLING <br /> 5'-C)" <br /> '-0" 2'-0" G8.0 - - 302 N SACRAMENTO STREET <br /> T-0" T-0" 3'-0" 5'-0" T-0" 3'-0" T-0" 3'-0" 5'-0" 3'-0" 18'-8" G8.1 8"METAL BUILDING GIRTS w/VERT. R-19 - 4/A9.0 LODI CALIFORNIA 95240 <br /> 6 MTL.WALL PANELS <br /> A7.1 1 G8.2 8"METAL BUILDING GIRTS w/WD. R-19 - 3/A9.0 <br /> A A5.0 g SIDING <br /> A6.0 A6.0 A6.0 M4.1 6"METAL STUDS @ 16"O.C. R-19 - 3/A10.0 <br /> 8.1 M6.0 6"x 20 GA.MTL.STUDS @ 16"O.C.w/ - - 1/A9.0 <br /> 5/8"GYP.BD.ONE SIDE <br /> M6.1 6"x 20 GA.MTL STUDS @ 16"O.C.w/ R-19 - 2/A9.0 <br /> 5/8"GYP.BD.EA.SIDE <br /> M6.2 6"x 20 GA.MTL STUDS @ 16"O.C.w/ R-19 - 8/A9.0 <br /> CORRIDOR I I <br /> MTL.PANEL @ EXT.SIDE <br /> CO 211 M6.3 <br /> OFFICES <br /> 3'-0' M6.3 6"x 20 GA.MTL STUDS @ 16"O.C.w/ - 1 HR 2/A9.0 <br /> q 208 STORAGE 5/8"TYPE"X"GYP.BD. <br /> M6.1 o M8.1 8"x 20 GA.MTL.STUDS @ 16"O.C.w/ - - 2/A9.0 <br /> ON I I 206 N <br /> GYP.BD.EA.SIDE <br /> PRIVATE ® r G8.1 M8.2 8"x 20 GA.MTL STUDS @ 16"O.C.w/ - - 5/A9.0 <br /> a MTL.PANEL&GYP.BD. <br /> aw BOWLING OWLING M8.3 8"x20GA.MR.STUDS 16"O.C.w/ - - 1/A9.0 <br /> MENS @ <br /> BANES- - - - - - - - - EATING <br /> GYP.BD.ONE SIDE <br /> N z1z PREPARATION <br /> 0 <br /> M6.1 207 <br /> o E <br /> 1.7 <br /> ya <br /> MENS00- <br /> aw ° <br /> 210 I I <br /> O I� <br /> D <br /> M6.1 M6.1 6.1 M6.1CD <br /> M6.1 M6.1 N <br /> 2 - - - - - - - - - - - - - - - - - - - - - - <br /> wRIVATE M6.1 <br /> BOWLING BOWLING I LOBBY <br /> LANES M6.1 <br /> 00 <br /> M6.1 202 <br /> Y N Z14 <br /> ELEV. ROOM u <br /> - 2 <br /> M6.1 <br /> of <br /> - - - - - � - - - - - - - - - - - � - - - - - - 2.1 I 68.1 <br /> • II <br /> ��w.,, MB.z �� BANQUET M N <br /> 2 - HALLWAY v ,/ 205 °� <br /> I \ I I I A5.1 <br /> �� I G8.2 <br /> M6.1 M6.1 6.1 \ / <br /> HALLWAY <br /> N a ® PRIVATE ARCHITECTS STAMP <br /> BOWLI G w e ° ;; BOWLING BOWLING \ r�I/ - - <br /> �SERVICF LANES EATING <br /> 220 ` - 217 <br /> JOHN A VIERRA <br /> 3 - - - - - - - - - - - - Co C-35199 <br /> a w` bo <br /> 10-31-2019 <br /> B.4 �EreEwn� a�� <br /> \ <br /> REVISIONS <br /> w PRIVATE L 2 OP No. Description Date By <br /> - - - - -- co <br /> A6.4 <br /> O BOWLING <br /> 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 <br /> r7 <br /> SEATING <br /> BOWLING o - Z18 M6.1 I G8.2 I G8.0 M6.2 <br /> LANES -I - - - � - <br /> a w 219 G8.2 r I T _ <br /> 2 o Project No.: 17028 <br /> o <br /> A2.2 <br /> STORAGE G81 I I Drawn By: <br /> 221 UPPER Checked By: JV <br /> 77 71 77 T 6� <br /> WINDOWS <br /> i I i I I i I i I I I I I <br /> G8.1 G8.1G8.1 I E17 <br /> IA6 z � I I I I I 81RM1$SET <br /> A 3 2 B 2 Y11C <br /> A6.0 A6.2 A5.0 A6.0 A6.3 A6.0 <br /> T-0" 16-0" 9'-0" 5'-8" 16'-0" 5-4" 9'-0" 16-O" 13'-9" 13'-3" 10'-4" 14'-10" 8" <br /> 2'-0° SECOND LEVEL DIMENSION PLAN <br /> 1'-4" 26'-8" 27-0" 27'-0" 27-0" 27-0" 27-0" 26-8" 6'-4" <br /> I I I I I I I I <br /> 223'-0" <br /> (19) I H G F E D C.6 C B A .99A .9A <br /> SECOND LEVEL DIMENSION PLAN <br /> !2 a s <br /> A2.2 1"=10'-0" A2 * 2 <br /> N <br /> n <br /> ao <br />