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FOUNDATION <br />PLAN NOTES: <br />11. <br />COLUMN DESIGNATION SHOWN THUS Q ON PLAN. FOR SIZE AND <br />1. <br />SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER <br />REINFORCING SEE SCHEDULE ON S3.04. <br />CONFORMING TO ASTM E-1745 ON COMPACTED SUB -BASE AS PER <br />GEOTECHNICAL REPORT REINF. WITH 6x6xW1.4xW1.4 W.W.F. (FLAT <br />T/COLUMN <br />SHEETS) CENTERED IN SLAB. SUPPORT WELDED WIRE FABRIC WITH 2" <br />ELEVATION <br />SLAB BOLSTER OR APPROVED EQUAL O 3'-0"(f) O.C. BOTHWAYS. USE <br />COL <br />COLUMN <br />C� COL <br />OF CONCRETE BRICK IS NOT ALLOWED. <br />TYPE <br />2. <br />TOP OF SLAB ELEVATION SHOWN THUS '- " ON PLAN EQUALS <br />REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DWG'S. <br />CARRIED <br />4.0 <br />3. <br />FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWING S3.01 THRU <br />COLUMN <br />S3.04. <br />65'-0" <br />4. <br />FOR GENERAL STRUCTURAL .NOTES, SEE SHEET S1.01. <br />12. <br />COORDINATE LOCATION OF CONTROL JOINTS (SAWCUTS & TOOLED <br />7'-4" <br />6'-0"'-10" <br />44'-6- <br />5. <br />6. <br />FOR FOOTING SIZE AND REINFORCING SEE SCHEDULE ON S3.04. <br />( ) DENOTES TOP OF FOOTING ELEVATION. <br />JOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DWG'S. CONTROL <br />WF2.0 "WB" <br />WF2,0 "WB" <br />7. <br />_ <br />TOP OF FOOTING: ELEVATION OINTERIOR - (-2 -0w) <br />JOINTS AT EXPOSED TO WEATHER WALKWAYS SHALL BE TOOLED <br />_ <br />TYPICAL U.N.O. <br />13 <br />JOINTS. <br />UTOAMATCHHAU.N.O. <br />I" <br />_. <br />ELEVATION OEXTERIOR = (-2'-0") <br />DOWELS ALLCELLSAT REINED OCATIONA SHALL BE <br />i <br />I <br />TYPICAL U.N.O. <br />FILLED WITH GROUT. PROVIDE INSPECTION/CLEANOUT HOLE AT BASE <br />_- _-,- <br />= <br />- - - - <br />- - - - - <br />- - - - - <br />- <br />- - - - <br />- - - - - - - - - - - - - - <br />- - - - <br />- - - <br />- - --._- -..- -:- - <br />- <br />- - _- - - <br />8. <br />FOR FLOOR SLAB DEPRESSION LOCATIONS AND LIMITS NOT SHOWN ON <br />EIGHT IS GREATER 1JOINTAN SNOT <br />UOFHMASONRY <br />- - <br />,, - __ _. - <br />_.__ _ __ .. �- ---.-.---.-.------ <br />- _ <br />,�,� _ .. <br />�----�,..- - <br />I <br />PLAN SEE ARCHITECTURAL DRAWINGS. <br />14. <br />LOCATIONMEN <br />CONTROL SHOWN. COORDINATE WITH <br />v <br />v <br />I <br />I <br />9. <br />FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DWG'S. <br />C - /S3.01. <br />ARCHITECTURAL ELEVATIONS SEE TYPICAL DETAIL 4 002 <br />10. <br />TYPICAL WALL REINFORCING SCHEDULE: <br />15. <br />GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALL <br />a <br />I' <br />A. <br />8" CMU WALL REINF. <br />PENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE A <br />PRECAST LINTEL AT ALL OPENINGS REFER TO TYPICAL DETAIL <br />1 <br />f <br />I <br />I` <br />W/ 1-#5 O 32" O.C. VERT. AT "WA" WALLS <br />4-004/S3.02. <br />1 <br />( <br />0 <br />" "" WALLS <br />I <br />NI <br />I <br />; ! <br />I <br />I <br />B. <br />PROVIDE ADDITIONAL 1-#5 VERTICAL <br />I <br />EA. SIDE OF ALL WALL OPENINGS AND INTERSECTIONS. <br />I <br />I <br />I <br />I <br />TS-1.5 <br />r <br />I <br />a <br />N <br />I <br />a ■ <br />91 <br />O <br />N <br />�I <br />7r 4w <br />1 <br />( <br />i <br />1 <br />I <br />3•- 4„ - - -. _ - , M 4� 6. _O,r <br />6, .8" <br />4,. _D„ 6, _ p„ <br />_ , _4" 6, . 0" 3, 4" <br />L_ <br />- - I <br />- - - - - - - - 1- <br />4 <br />- - - - - <br />- - <br />- - - - - - <br />- <br />4 <br />- - - - - - - <br />- - - <br />.0 "WA" <br />L� WF2- - <br />- - <br />_WF <br />- - --- <br />- - - - - - - - - - - - - <br />0 _WA" _ <br />a J _ L: <br />- - - - - - - - - - - - -- <br />- - - - - - - - - - - - - - - - - - - <br />WF2.0 "WB" <br />- - - - - - - - - - - - <br />1 <br />---------- - <br />- - - - - - - - - - - - - - <br />--- - - - - - - - - - - <br />- - - - - - - - - - <br />WF2.0 "WB" <br />- - - - - - - - <br />3 <br />, <br />� � <br />, <br />r 3 <br />t <br />t <br />I <br />I' <br />I <br />1 <br />I ai <br />o <br />F <br />i <br />_s <br />_ <br />_ <br />,, �...,_.... . _....._.__.. w..�,.. _ .....,.. __.,. <br />(Si <br />- <br />- - <br />- <br />-. ..... .... I <br />,K <br />SLOPE CONCRETE SLAB-F- <br />ON GRADE TO FLOOR <br />DRAIN, TYP. <br />-§EE FNDN NOTES <br />1 <br />SEE ARCH. FOR ELEV.Pr <br />F <br />- N­ <br />A <br />a <br />i'r'• <br />I <br />1 � � TS-1.5 <br />_�_______________�_� T I VC2� -- -I�____1v_Z__-_--_J___-__-1v--------------�____v WF2 0 "we" I - <br />- <br />fieu <br />I0 <br />I <br />to <br />NI <br />I <br />I N <br />I1 <br />1N <br />I <br />a <br />°j <br />4.07 <br />i <br />I <br />o <br />I <br />Awl <br />cA Anil <br />I <br />1 <br />WF2.0 "WA" <br />�I <br />--------------�--L------- _-----`---- t----- <br />-- w---- - ---------- -) ; .-- -�- - -- ---- -- -,k -J <br />-_ I <br />� wF2.0 "w L___J L <br />" � .L _ L11'-10j" T1 11'-10j" / T2 11'-10j" T3 <br />---------------1_-- --.-- --- <br />I y <br />"WA" - J 1 3r_Ow �6r-41�` " 3'-4" <br />-- <br />■ lT1/ / / /. �■._. / / / / / / -11" _, -.. -.... .. ....,.-._ -..Y-/ / / 1. / / T ,e _..:..,. <br />r w r a 'L2'-O- <br />V1 r w r a r w r w r a <br />11 -4 4 -4 5 -4 4 -0 6 -8 4 -0 5 -4 2 -0 <br />I , <br />J <br />4'-4" 12'-8" <br />36'-4" <br />ARMANDO A. CASTELLON, P.E. <br />FL. LI C. 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