Loading...
HomeMy WebLinkAbout4855-4TKE JOB #: 101-49 PARTIAL PENE 3/4" THK. STIFF I t 5%. COLUMN; PER PLANS I i FULL t I FULL PENE FULL I PENS I 1 1/2" THK.x2O" 50. BRNG. R PENE w/ 4 -1" RDx 54" LONG ALL THIRD` f I J f •Q EXT. GONG. ; BY OTHERS I i I i (A44q) w/ DBL. NUTS FOR LEVELING o WEB OF SM. I/4 TO OF GOL I/4 1 t I I I I I/4 WEB OF BM. 1/4 TO OF COL 1'_411 I -1 24" 50. 1 1/2" DRY PACK A "W" \_--VV _ 24" 50.x36" OF. GONG .FTG. w/ 8-#5 VERTS @ #3 TIES @ 12" O.G. STL. SM.; PER PLANS- ISTL. 1 I BM.; PER PLANS -_ 1 FULL = 245's CONT. @ TOP OF WALL ,r ri,� 5%. COLUMN; PER PLANS I PENE ' i Jr • I #3 TIES @ TOP OF PAD r%a I I I ,. .' . O O I I I I -rJ rH55 4x4x1/4 COLUMN r � ✓ r I645 VERTS r' I I OF SM ABY. 4" CLR.,(MIN) 7 ,. FROM BLDG (TYP,} /A BUILDING LINE DETAIL 1°_1, -OM , 3 —_ _ ,. t_ -_ r�_z. �� ��.�/i%' �% .�'f '' ;� �•" f � ; ' ff: f ,moi' X / 3/8" STL. •{`off STIFF R5//� . f I/4 II II 4 5Q. x 3/4 THK, fl'_ WA5HER5 8" GONG. BLOCK WALL ' VV/ #5's @Ib" O.G. EACH ,,�j,/ i AT EA. 5119E// Yf AT CLQ. 'Wl01// II #3 TIES @ 12 O.G. IN BETWEEN 2 NUTS @ BOTTOM. WAY IN CENTER OF WALL; PLAN VIDN W Sxl3 5%. BEAM SOLID GROUT. •' /FAR/ 4 /51DE'' 53 -, Q 4 GLR. (MIN) a FROM BLDG (TYPEa. Of ,r O , !`,� 3/4" THK. x II" 50. BASE R w/ 4- 3/4° x 4" 11 L6.xl/2" THK. BEARING R w/ 4- 5/b'(PM.B.sIp co) 10 LONG ANCHOR BOLTS WELDED TO BOTTOM OF � G%L, 4 GLrfM�IEX15TIN FROM BLD'G1in• v� le 1 1 1/4 =_ ° ° U 'A55,44x1/4/ O/ 1 0 0 Jri 1 t 11 ✓ / � I I � �� II II 3 GLR. 1 /,. � /f / ,' xY I/4 . /Z��,;��r�f' I I , I 1 I1 1 I/211 1 1/2 -OIDP./1/4 48I 50. x 6I CONC. PAD _ _ _..,I (EX) EXT. GONG. DETAIL 4 DETAIL 0 1 • . ., _� __ - --- -_= ALTERNATE BENDS I I EMBE PREDRILL 3/4"(P x 6" OP, HOLES IN EXIST. GONG. FOR EXT. GONG; BY OTHERS NEW #55 DOWELS @ 12" O.G. L (3 DOWELS PER SIDE) _____________ _________�________ a: @ TOP OF NEW FTG. TO BE LU w/ SIMP. "SET -XP" EPDXY ' _________ SYSTEM PER ICG #2508 m AEP OE516N SPAN "HP -12" ----- ---- 229a. ROOF DECK 345's CONT. @ BOTTOM N �10 #3 TIES @ 12" O.G. (48" MAX. SPAN) #12x1" LG. 5.T.5 @ 12" O.G. (TYP.) — r - cry AEP OE516N SPAN "HP -12" 229a. ROOF DECK (48" MAX. SPAN) 3" GLR. 3" GLR. #12x1" LG. @ 12" O.G. (TYP.) 24 50. W 8x13 5%. SM. (INTERMEDIATE) 1 I I I I 1/4 3/8" THK. I I I/4 BOLT fE W 8x13 5%. SM. (INTERMEDIATE) I I I I I I "W" STL. SM.; PER PLANS DETAIL 1-=1'-�° 9 DETAIL 1-=1'-�� 7 DETAIL 1°=1'-0° 5 5%. COLUMN; PER PLANS I I I 1 1/211 I I I I TYP. 1/4" GLR. 2-5/4"(P II I m oil I I I I I/4 3/8" THK. W Sxl3 STL. SM. I I 1/4 BOLT fE (INTERMEDIATE) t I I I 5%. COLUMN; PER PLANS I I BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' DETAIL 12 DETAIL 8 DETAIL 6 DETAIL 1°=1'-o- 2 Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMEN pQRR E C/�N9� =_ Knapp&Associates,Inc, REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE STRUCTURAL ORE �� o Y � „11`►� CODE REQUIRES A DIG ALERT IDENTIFICATIO NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL ,��, o tiq_,,,<<_::... N C305 Exp. 3-31-t2 408 South Stoddard AvenueGRADING 17: ;, 7 San Bernardino, CA, 92401 -; E -Mail (KNAPPAE@AOL.COM) IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY DRAWN BY: L.H. CAMPUS PARKING LOT IMPROVEMENTS SCALE: AS SHOWN DESIGNED BY. DATE: UNDERGROUND SERVICE ALERT s�qT ���' � ,r �',r,l r ,` �; -1 I � I Tel (909 889-0115 REQUIRE REVISIONS TO THE PLANS BRING THEM INTO CONFORMANCE TO WITH L.C.K. JUL. 2010 CHECKED BY: APPROVED BY: / DATE: DRAWING NO.: S4 TOLL FREE 1-800-227-2600 F OF cA�\F�� _`� " " Fax. (90) 889-0455 TWO WORKING DAYS BEFORE YOU DIG... CONDITIONS AND STANDARDS IN EFFECT. LCK �' �• ��' 4855 54 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ENGINEER R.C.E. No. 51152 L.CITY !`I ICAIT. !`ITV !1C Cr%KITAAIA TKE JOB #: 101-49