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1 <br /> ARCHITECTURE <br /> FLR.MAT'L.-SEE FIN.SCHED. (1) LAYER 5/8"GYP.BD.ONE <br /> SIDE-SEE SECT. <br /> RTEN STL.PANEL w/ <br /> h 2ND LEVEL F.F. BUTT JTS.-ATTACH TO STUDS w/ <br /> a_ a (1) LAYER RE.WALL/SCHED.BD. <br /> SEE SECT. COUNTERSUNK S.M.S.@ 16"O.C. <br /> MTL.CLG.JSTS.-REF.RCP FOR ARCHITECT <br /> °�CONC.FILL _- <br /> SIZE,GA.&SPACING MTL.STUD FRAMING NJ ASSOCIATES <br /> - MTL.STUD FRAMING 22769 N BENDER ROAD <br /> SEE FLR.PLAN <br /> -SEE WALL SCHED. ACAMPO CA 95220 <br /> MTL.FLR.DECKING w/ 209.727.2040 <br /> NELSON STUDS-S.M.B.D. www.njaarchitecture.com <br /> (1) LAYER OF 5/8"GYP.BD. BATT INSUL.WHERE OCCURS BATT INSUL.WHERE OCCURS <br /> -SEE SECT. <br /> -REF.RCP -REF.SCHED FOR SIZE CLIENT <br /> JOE HADDAD <br /> P.O.BOX 484 <br /> WALNUT GROVE CA 95690 <br /> ,3 CEILING - METAL JOISTS w/ GYP. BD. 9 FLOOR - MTL. DECKING w/ CONC. FILL 5 WALL - METAL STUDS w/ METAL PANEL - INT. , WALL - METAL STUDS w/ GYP. BD. ONE SIDE 415.517.9686 <br /> A9.0 3"=1'-0" A9.0 1"=1'-0" A9.0 3"=1'-0" A9.0 3"=1'-0" <br /> PROJECT <br /> LODI BOWLING <br /> 302 N SACRAMENTO STREET <br /> LODI CALIFORNIA 95240 <br /> CONCEALED MTL.PANEL CLIP <br /> &FASTENER PER MFR. <br /> STANDING SEAM MTL.ROOF PANEL <br /> w/CONCEALED FASTENER PER MFR. <br /> CONC.SLAB-S.S.D. ROOFING UNDERLAYMENT <br /> (1) LAYER OF GYP.BD.EACH SIDE <br /> — — — — — — — -SEE WALL SCHED. <br /> (1) LAYER MOISTURE BARRIER _____ ___ <br /> ---------------------- --------- <br /> -CONT. PLYWD.SHTG.-S.S.D. <br /> 1ST LEVEL F.F. I MTL.STUD FRAMING <br /> SEE WALL SCHED. <br /> — =- - - - ------ ------"- -- SAND-S.S.D. i� I ROOFPURLIN <br /> D D O O O O O 0 0 <br /> b I -SEE MTL.BLDG.MFR. <br /> A.B.-S.S.D. i <br /> BATT INSUL.WHERE OCCURS <br /> BATT INSUL.w/VINYL-FACED -REF.SCHED FOR SIZE <br /> LINER WHERE OCCURS <br /> L _ _ _ <br /> 10 FLOOR - CONC. SLAB ON GRADE 6 ROOF - METAL BLDG. PURLINS w/ MTL. ROOF z WALL - METAL STUDS w/ GYP. BD. EACH SIDE <br /> A9.0 1"=1'-0" A9.0 3"=1'-0" A9.0 3"=1'-0" <br /> (1) LAYER OF 5/8"GYP.BD. <br /> @ INT.SIDE <br /> (1) LAYER OF 5/8"GYP.BD. 1 x2 RESAWN @ 6"O.C.VERT.BEYOND <br /> OIL 1 ST LEVEL F.F. @ INT.SIDE ; -PRIME&PAINT <br /> SEE SECT. ; 3/4" EXT.GRADE PLYWD.SHTG. <br /> -PRIME&PAINT ARCHITECTS STAMP <br /> WD.FLR.STRUCT. WALL GIRT-SEE MTL.BLDG.MFR. ' <br /> -BY OTHERS 30#FELT BLDG.PAPER <br /> I � <br /> CONC.FILL -____ FINISH SELF-TAPPING WD. �e� <br /> SCREWS @ 16"O.C. v JOHN A VIERRA <br /> h 1ST LEVEL T.O.RECESSED SLAB BATT INSUL.WHERE OCCURS WALL GIRT-SEE MTL.BLDG.MFR. * C-35199 <br /> SEE SECT. -REF.SCHED FOR SIZE 10-31-2019 <br /> BATT INSUL.WHERE OCCURSRE1dEvfAL _• <br /> .e ��� E �Q- <br /> -REF.SCHED FOR SIZE SAT <br /> MTL.FLR.DECKING w/ <br /> NELSON STUDS-S.M.B.D. <br /> WALL - METAL BLDG. GIRSTS w/ WD. SIDING REVISIONS <br /> FLOOR - BOWLING ALLEY 2ND FLR. , WALL - METAL BLDG. GIRSTS w/ GYP. BD. 3 No. Description Date By <br /> 1\1A9.0 1"=1'-0" A9.0 3"=1'-0" A9.0 3"=1'-0" <br /> OL 1ST LEVEL F.F. <br /> SEE SECT. <br /> WD.FLR.STRUCT. (1) LAYER OF 5/8"GYP.BD. Project No.: 17028 <br /> -BY OTHERS @ INT.SIDE Drawn By: Author <br /> Checked By: JV <br /> WALL GIRT-SEE MTL.BLDG.MFR. <br /> OL 1ST LEVEL T.O.RECESSED SLAB <br /> a SEE SECT. <br /> d ° <br /> ° a CONC.SLAB-S.S.D. RIBBED MTL.PANEL <br /> 1/4"TH.CORTEN STL.PANEL w/ <br /> aa•_a'_� • eg• BUTT JTS.-ATTACH TO STUDS w/ PERMIT SET <br /> d e _• COUNTERSUNK S.M.S.@ 16"O.C. 30#FELT BLDG.PAPER <br /> 8.17.18 <br /> ?- <br /> ° d .a .: = °•- _ 1/2" PLYWD.SHTG. <br /> (1) LAYER MOISTURE BARRIER <br /> MTL.STUD FRAMING ' <br /> -CONT. ; <br /> -SEE FLR.PLAN ; <br /> -- - _ ---__------- ; <br /> SAND-S.S.D. ASSEMBLIES <br /> CONCEALED MTL.PANEL CLIP <br /> Dg0000000000 o _ ; &FASTENER PER MFR. <br /> ebb ebb ebb�bbbbbbbbbbbb�bbbb A.B.-S.S.D. BATT INSUL.U L.WHERE OCCURS <br /> D o 0 0 0 0 0 0 0 0 0 0 �I <br /> -SEE SECT. <br /> D D O O O D D O O O O O O <br /> BATT INSUL.WHERE OCCURS <br /> -REF.SCHED FOR SIZE <br /> 12 FLOOR - BOWLING ALLEY 1ST FLR. <br /> WALL - METAL STUDS w/ METAL PANEL - EXT. 4 WALL - METAL BLDG. GIRSTS w/ MTL. SIDINGA9 *0 <br /> A9.0 I.=1'-0" A9.0 3"=1'-0" A9.0 3"=1'-0" <br /> r <br /> ao <br />