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HomeMy WebLinkAbout2305-10SEE SHEET S-7 FOR FRAMING "" 12 6 -6 1 2 12" #4 ®2'-0" E.W. ' W/2-#5 EA. END OF WALL 8" CMU oe 12" el CMU T.O. CMU EL. = 120'-9" 2" CLR TYP UNO #6 @ 12" O.C. 8" CMU WALL II v Ii #4 @ 2'-0" O.C. DOWELS J � I V)II #4 ® 18" O.C. ii #5 @ 10" O.C. E.F. 41 16 6 x 6 W5.5 x W5.5 I WWF NEW 2 x 12 @ 24" O.C. W/2 x 12 BLK'G & 1/2" PLYWOOD STRUCT-1 DIAGRAM 8d @ 6" O.C. BDRY 8d ® O.C. EDGE & 12" O.C. FIELD T.O. WALLHOOK NEW 2 x 12'S EXISTING 3 x 12 #6 @ 12" O.C. E.W. n TMP 3 I - - - - _ li. rl I I I II I 2- 5 CONT. I 10# T.O. ROOF 116'-9 I r- o I _1 3 CLR T.O. WALL 115- 5" #5 @ 12" O.C. E.W. 3" CLR TYP 1'-6" 2 x 12 @ 24" O.C. ELEVATOR PIT DETAIL 1/2"=1'-o" 11 WALL FOOTING @ NEW LOBBY WALL FINISH CEILING NEW CMU WALL SEE PLAN 2-#5 EA. END OF WALL 12 -0" I 5 I #4 OR #5 I I I I 2-#5 DOWELS EA END OF WALL ,j (I #4 @ 2'-0" O.C. I I 3 — I TYPICAL CMU WALL TO NEW 12" CONCRETE II II DRILL 9/16-0 HOLE li it I 4 1/4!' DEPTH rD WALL CONNECTION I II I S 3 I o N DRILL 11/16"0 HOLE 7 1/2" DEPTH EL. = 106'-6" i' I 1 I II I II 1 - HILTI HIT 3 1 HILTI HIT C-100 2 CONCRETE WALL c-100 TYPICAL NEW 8" CMU TO EXIST 7 1/2 of TILT --UP WALL CONNECTION — F.F. EL. 103'-0" 7 SEE DETAIL _DETAIL S-3 3/4" =1'-o" 3 DETAIL N.T.S. 4 EL. = 102'-6" 8" CMU I 4'-9 1/2" .10 I I I 1'-6" I I SPLICE 4 S-7 I I HILTI HIT C-100 I i I 4 1/4" EMBED I W/5/8"0 HOLE EL. = 98'-6" I I 4" SLAB ( I FL.EL.91'-6" rBI I ----�-–--- ------ 00 •I • I 1 #4 @ 10" O.C. E.W. -�J 6" x 6" OPENING B.F. EL. = 90'-4" 9" -- NEW FLOOR SLAB AT EL. 91'6" " 7 1/2 EXIST. TILT -UP DETAIL N.T.S. 51 DETAIL N.T.S. 6 6" x 6" OPENING EL. = 91'-6" BASEMENT EL. = 91'-6" 4'-9 1/2o 8" I ' 'ol 12 ol 6'-6 1/2" Of 12 ol 4'-9 1/2- #4 @ 18" O.C. 1/2" STUD @ 18" O.C. EMBED 2 I I I I I HILTI HVA ADHESIVE ANCHOR I CAPSULE HEA 5/8--5 I , (9 REQ D) I rAf,�y- � ; h't�, ":�+ S-2 .�� '�a . -0 e �rl „ - 1/4 FL. EL. = 106,_6" 4" SLABLOT -------------------- 00 �o I z o #5 DOWEL w co _ 84' LPPRED 6,_p„ GINEER R.C.E. F FONTANA I ��� fit ©FE, SS!44- `�'1�.•• QQ' • F =EL. 3 '1 .•.' [- C,. t•.``.•CE ...•,•������ ELEVATION r -' f Rm) "' � FoAL�F�j1>>� r-/�/�/!/I/l I #4 ® 8" 0.0 I I L6" x6" x3/8" CONT I 3/40 HILTI KWIK BOLT @ 18' O.C. NEW FLOOR SLAB AT EL. 106 -6 N I I #5 @ 10" O.C. E. F. ( #6 ® 12" O.C. E. F. 2-#6 DOWELS NOT FORCONSTRUCTION O CITY DWG. SHEET N0. 2305 N 0. 10 OF 16 6'_0"'.• DETAIL N.T.S. 7 DETAIL N.T.S. 81 WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THESCALED JOBOSITE. ANYLDI DIMENSIONS SCREPANCY Y SHALLLBEE VERIFIED ON BROUGHT TO THE PRIOR TODCOMMENCEMENT OF ANY WORK. NEERING, 1Nc., PROJECT ARCHITECTURAL BARRIER REMOVAL PROJECT ELEVATOR FOR PERFORMING ARTS CENTER, 9460 SIERRA AVE., FONTANA,CA.92335 CLIENT CITY OF FONTANA BOCK ENGINEERING, INC. C O N S U L T I N G E N G I N E E R S SCALE 11/2"-1'-0" PROJECT NO. 92035 FILE N0. - 92035 17 STRUCTURAL - ELECTRICAL • MECHANICAL THIS DESIGN, DRAWING, SPECIFICATION & CALCULATION IS . THE PROPERTY OF BOCK ENGINEERING, INC., & IS FOR USE ONLY ON THE SPECIFIC SITE INDICATED, & SHALL NOT BEDWG USED ON ANY OTHER WORK OR SITE, EITHER AS A WHOLE OR IN PART. IT SHALL NOT BE ALTERED OR MODIFIED EITHER AS A WHOLE OR IN PART, EXCEPT BY AUTORIZED EMPLOYEES OF BOCK ENGINEERING, INC. PERFORMING ARTS CENTER 9460 SIERRA AVENUE FONTANA, CALIFORNIA 92335 DWG. NO. o 5 OF 7 DRAWINGS REV. 0 TITLE ELEVATION F — F & DETAILS 0 FOR APPROVAL ELM PAB PAB 12-15-92 4650 ARROW HIGHWAY, SUITE E-2 REV DESCRIPTION DWN ENG CHKD DATE REV DESCRIPTION DWN ENG CHKD DATE 909 621-0544 MONTCLAIR, CALIFORNIA 91763