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All ill I I I ll 111'lw ,l Ill .1111 � <br />PLAN TRUE <br />NORTH NORTH <br />N N <br />F <br />E <br />C <br />IV <br />00 <br />v <br />00 <br />b <br />z <br />2 <br />4 <br />3 <br />40'-0" <br />40'-0" <br />1 FOUNDATION PLAN <br />SCALE: 3/8" = 1'-0" <br />18'-0" <br />3 <br />4'-0" <br />E <br />00 <br />v <br />J <br />00 <br />zo <br />00 <br />v <br />00 <br />F <br />E <br />C <br />C <br />IV <br />G <br />0 <br />FOUNDATION LEGEND <br />SYMBOL <br />DESIGN DESCRIPTION <br />INDICATES REINFORCED CELL W/ (1) GRADE 60 #5 <br />■ <br />VERTICAL BAR & FILLED SOLID WITH 3,000 PSI <br />CONCRETE GROUT. SEE NOTE 8 & 9 BELOW. <br />HATCHED AREA INDICATES NEW CONC. SLAB <br />INDICATES CONCRETE FOOTING. SEE FOUNDATION <br />F#.# <br />SCHEDULE ON THIS DWG. FOR FOOTING SIZE & <br />REINFORCING REQUIREMENTS. <br />INDICATES TOP OF SLAB, TOP OF FOOTING, OR TOP <br />OF GRADE ELEVATION. <br />INDICATES SAWED CONTROL JOINT - SEE DETAIL <br />C.J. <br />2-3/S300. KEYED CONSTRUCTION JOINT CAN BE <br />USED AT THE CONTRACTOR'S DISCRETION AT ALL <br />SAWED CONTROL JOINTS UNLESS NOTED. <br />CC# <br />E�K] <br />INDICATES CONCRETE COLUMN. SEE DETAIL <br />10/S300 <br />FOUNDATION NOTES <br />1. SEE SHEETS S001 FOR GENERAL STRUCTURAL NOTES. <br />2. TOP OF CONCRETE SLAB. ELEVATION = 100'-0" (UNLESS NOTED <br />OTHERWISE) FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR <br />ACTUAL ELEVATION ABOVE MEAN SEA LEVEL <br />3. SEE 4/S300 FOR TYPICAL FOUNDATION REINFORCING AT <br />BUILDING CORNERS. <br />4. G.C. SHALL COORDINATE AND NOTIFY E.O.R. OF ANY <br />CONDITIONS THAT WILL REQUIRE FOOTING STEPS OR LOWER <br />FOOTINGS THAN INDICATED ON FOUNDATION PLAN. THESE <br />CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, CONFLICTS <br />WITH FINAL GRADING AROUND BUILDING PERIMETER, <br />CONFLICTS WITH BELOW GRADE UTILITIES & PLUMBING, AND <br />UNSUITABLE BEARING MATERIAL. <br />5. ALL FOOTINGS ARE CENTERED UNDER BEARING WALLS, <br />COLUMNS, GIRDER TRUSSES, ETC., UNLESS NOTED <br />OTHERWISE. <br />6. REINFORCED CELLS SHALL BE PLACED AT ALL WALL LOCATIONS <br />LISTED BELOW, UNLESS NOTED OTHERWISE: <br />6.1. MAXIMUM SPACING OF 48" ON CENTER. <br />6.2. BUILDING CORNERS <br />6.3. FLOOR/ROOF GIRDER TRUSS BEARING LOCATIONS <br />6.4. LINTEL BEARING LOCATIONS <br />6.5. EACH SIDE OF MASONRY OPENINGS <br />6.5.1. MASONRY OPENINGS UP TO 8'-0" SHALL HAVE (1) <br />REINFORCED CELLS EA. SIDE <br />6.5.2. MASONRY OPENINGS 8'-1" TO 12'-0" SHALL HAVE (2) <br />REINFORCED CELLS EA. SIDE <br />6.6. 3.5.3. MASONRY OPENINGS 12'-0" TO 16'-0" SHALL HAVE <br />(3) REINFORCED CELLS EA. SIDE <br />7. MAXIMUM FILLED CELL SPACING SHALL APPLY ABOVE AND <br />BELOW MASONRY OPENINGS. <br />8. MASONRY CONTRACTOR SHALL COORDINATE WITH DOOR AND <br />WINDOW SPECIFICATIONS AS WELL AS ARCHITECTURAL <br />DRAWINGS FOR ALL DOOR AND WINDOW ROUGH OPENING <br />SIZES AND EXACT LOCATIONS. THESE DRAWINGS MAY NOT <br />SHOW ROUGH OPENING DIMENSIONS. <br />9. MASONRY CONTRACTOR SHALL COORDINATE WITH <br />MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR <br />REQUIRED VENTS, PLUMBING LINES, ELECTRICAL CHASES, <br />ELECTRICAL SWITCHES & OUTLETS, ETC. LOCATIONS AND <br />VERIFY THERE IS NO FILLED CELL WHERE THESE ITEMS OCCUR. <br />IF A CONFLICT IS FOUND NOTIFY THE E.O.R. IMMEDIATELY FOR <br />CLARIFICATION AND/OR MODIFICATION. <br />PLAN KEY NOTES <br />1❑ DECORATIVE COL. SEE ARCH. DWG'S FOR SPECIFICATION AND <br />DETAILS <br />0 12"02" MASONRY COL. W/(2) #5 VERTICALS FILLED SOLID & <br />DOWEL INTO FOUNDATION PER 1/S300 <br />�3 WIDEN FOOTING AT DECORATIVE COLUMNS, TYP. PROVIDE <br />#5@ 12"O.0 EACH WAY IN BOTTOM OF FOOTING <br />CONTRACTOR/ SUB -CONTRACTOR NOTE: <br />ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES <br />SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN <br />PROFESSIONAL FOR CLARIFICATION PRIOR TO <br />COMMENCEMENT OF CONSTRUCTION. <br />FOUNDATION SCHEDULE <br />MARK <br />SIZE (L x W x D) <br />REINFORCING <br />F2.0 <br />2'-0" x 2'-0" x V-0" <br />(2) #5 E.W. BOTTOM ONLY <br />F2.5 <br />2'-6" x 2'-6" x 1'-0" <br />(3) #5 E.W. BOTTOM ONLY <br />F2x4 <br />2'-0" x 4'-0" x 1'-0" <br />(2) #5 LONGITUDINAL <br />(4#5 TRANSVERSE <br />U <br />Z') <br />M <br />O <br />p <br />Z <br />Z <br />J <br />IL <br />U) Z <br />(_1ajw <br />j� W <br />r <br />o� W <br />C <br />g <br />N <br />d <br />® W ai <br />F- ` <br />E J LO <br />N Cl) <br />O — M N <br />= (D rU-o <br />L Co <br />U N 7vCC! <br />LL rn m v <br />Q rn U.)M <br />N2� <br />A 1 NCBUc <br />B Dm - <br />THIS DOCUMENT AND/OR THE DESIGN CONCEPTS <br />EXPRESSED HEREIN ARE THE PROPERTY OF <br />KEESEE ASSOCIATES AND ALL RIGHTS OF <br />OWNERSHIP, INCLUDING COPYRIGHT OF <br />INTELLECTUAL PROPERTY, ARE RESERVED. THE <br />REPRODUCTIONS, COPYING. OR USE OF THIS <br />DOCUMENT AND/OR THE DESIGN CONCEPT <br />WITHOUT THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW, <br />C) F D 8 <br />n <br />ENGINEERING A880CIATED <br />258 Southhall Lane, Suite 200 <br />Maitland, FL 32751 <br />0:321-972-0491 F:407-880-2304 <br />Certificate Of Authorization No. 9161 <br />❑ CARL A. BROWN, PE - FL # 56126 <br />❑ LUIS PABLO TORRES, PE - FL #87864 <br />❑ SCOTT A LEWKOWSKI, PE - FL #78750 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION, <br />AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />CONTAINED WITHIN THESE DRAWINGS COMPLY WITH THE 2020 <br />FLORIDA BUILDING CODE- RESIDENTAIL 7TH EDITION. <br />ENGINEER'S SIGNATURE ANQ SFFAAL��IS ONLY FOR THE <br />STRUCTURAL ENGINEERING R BOWrsi0H'&"AnNG PAGES <br />BEARING ENQ SIGNATURE nAAA . <br />BRO <br />P ... <br />ENS *'s <br />; <br />_ N <br />ac <br />OF W <br />v <br />.� O?\ .O? <br />IF SEAL ADND ATE SIGN�TURF�Ai�1NQQ[��[��``��II€€ �'BE <br />SMUDGED CONTACT TH II.fHiATION. <br />REV. REV. REV. <br />NO. DESC. DATE <br />REVISIONS <br />Project Number: 21-7431 <br />Date: <br />Issue Date: 01/26/22 <br />Reviewed By: SL <br />Drawn By: CM <br />Scale: As indicated <br />Sheet Name: <br />FOUNDATION <br />PLAN, NOTES & <br />SCHEDULE <br />Sheet No. <br />S100 <br />