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F) ADMIXTURES <br /> APPROVAL BY THE <br /> SECTION 1903.6. <br /> va; <br /> APPROPRIATE DAT, <br /> ° G) THE NOTED S! <br /> CONTROL JOINTS , <br /> CONTRACTOR'S EXI <br /> / + DECREASE THE COI <br /> — CRACKS MAINTAIN <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ISOLATED FOOTINI <br /> GROUP, <br /> , - - -- ..- - - - - -' .o H1 **w CAUTION <br /> N <br /> U1 BEARING SURFACE <br /> .0 r I( I) ALL UNDERGR( <br /> THEIR RESPECTIVE <br /> m CARMELO DRIVE - 02244 FOR COMPA( <br /> � I J) TO ELIMINAl <br /> l =[PRIVATE ROAD) WITH A MINIMUM ( <br /> q i �o TO MAINTAIN A MI <br /> r1� f o Q METAPRIOR TO CQ� <br /> of �- - _. ,..,. - - - - - - - - - - - - - - - - - �- -. ._.. .:.., _.. .... ..- - - - - - - -- - - - - - - - _. :..., - - - - - - - - - ' < ALL EXISTING GRA <br /> I <br /> L) THE FOUNDAT I <br /> PROPOSED z 0 BUILDING MANUFAC <br /> PROPOSEDp �'�/ METALLIC BUILDIh <br /> BUILDING „ B " I L_IG.- #0805-231023) . <br /> AND BOL <br /> BU I LD I NG " A " !� FRAMINGNSYSTTEM. <br /> (3,900 50 FT. ) REFER TO I Ml A7 FRAMED OF <br /> A36 ANCHOR BOLTS <br /> NOTE 42 BEARING ON ANCHC <br /> FLOOR, REFER TC <br /> 110.625 50 FT. ) PROJECTION. REF= <br /> ' N1 0'-0" REFERS <br /> 0 <br /> OF FINISH FLOOR <br /> e 1p 'ruSS :4va <br /> � - hH 01 PROVIDE LEVEL <br /> G� u �r � Vxf � qtr I Ln WITH SLOPE AWAY <br /> NOTED F I N 1 SH GRA <br /> Q' iegHANDICAP REQUIRE <br /> r CONTRACTOR IS TO <br /> DOOR AND LANDING <br /> z 06 <br /> P) RECOMM <br /> O Z I t — ktfti5� �, ," ' = THATIALLSCONTROL <br /> I J �t ry e s VSs y � qe <br /> �tr I PERMAGILE-SALMON <br /> D <br /> ol <br /> arz r4)) < , ' s EDGES. <br /> t ri �u� tk � O) THE FOUNDAT 1 <br /> ° v rj FROM ANY EX I ST I N <br /> W xol <br /> s ri �mq }as = WITH ANY EXIST 1 N <br /> W :. ANYANCED FURTHERSIGN CONS <br /> O 03100 CONCRETE <br /> + -10 A) ALL FORMWORK <br /> AND 1907 OF THE ; <br /> B) THE EMBEDMEN <br /> I OTHER ITEMS REQU <br /> ` POSITION AND BE I <br /> 7777 I 1 43200 CONCRETE I <br /> EXG A LDING. J ASTM A615-60 WITI <br /> WELDED WIRE MESH <br /> EXG BUILDING. 03250 CONCRETE <br /> I MINIMUM A307 STRI <br /> END CONDITIONS <br /> ! <br /> 11 HEADED ANI <br /> ! 21 THREADED'I <br /> 31 A HOOK WI1 <br /> ' BOLT DIAME <br /> ..- — .- - - - - - - ,__..- - ,..,e - - �.,..., - ...� _ . . - - . - - �.... . DIAMETERS <br /> - <br /> WEST 525.00' DIVISION 5 STEEL <br /> 05200 METAL FA51 <br /> N DRAWINGS ARE TO E <br /> BUILDEX OR EQUAL. <br /> K E Y SITE PLAN APPROPRIATELY FOS <br /> NOTE; PENETRATION REQUI <br /> SCALE; 1 50.0' <br /> 1. ALL DATA PERTAINING TO THE PROJECT'5 KEY SITE PLAN ARE BASED 05400 LIGHT GAGE <br /> A) ALL LIGHT GAG UPON THE PROJECT'S SITE PLAN. SHEET C1. 1 DA ED 05/06 BY <br /> �+ APN: Bk 250. Pg I4. PARCEL 14. <br /> 7.53 ACRES. SCHACK & rOMPANY. INS'. . JOB #05.030. FOR THEMANUFACTURERS ASS <br /> DEVELOPMENT OF DRAWINGS FOR SASS <br /> THE PRO% '5 51 TE. B) THE FOLLOWING <br /> SYSTEM UNLESS NOT <br /> 2. THIS KEY SITE PLAN 15 FOR THE CONSTRUCT ON OF BUILDING 'A' SUPPORT BY KICKER <br /> AS NOTED. NOTE THAT BUILDING 'B" 15 NOT PART OF THIS CONSTRUCTION. FOR 18GA,. AND 13 <br /> SEPARATE BUILDING PERMIT I5 TO BE OBTAINED FOR BUILDING "B'. 15 NOT TO BE UTIL <br /> TRACKS ARE TO BE <br /> REFER TO ADG'5 PROJECT 3106-033 FOR BUILDING 'B" CONSTRUCTION MEMBERS ARE TO CU <br /> REQUIREMENTS. 24' OC FOR CONNE <br /> C) UNLESS NOTED <br /> 3625162-33 STEEL <br />