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r^ I <br />I <br />NO.5 BAR IN <br />LINTEL <br />BOND BEAM <br />k 50'- 0" <br />1-1/2" COVER <br />W- 0" <br />21% 4" 28% 8" <br />5W- 0" <br />FOUNDATION PLAN <br />SCALE: 1/4"= 1"- 0" <br />.; 8" BLOCK WALL <br />Y• "'� NO.5 BAR IN <br />FILLED CELL <br />I <br />STANDARD <br />I: <br />HOOK 900 <br />` <br />PRODUCT APPROVAL LIST <br />FILLED }' NO.5 BAR LAPPED <br />NO.5 BAR(S) IN <br />CELL 071 TO FTG & LINTEL <br />( <br />PRODUCT CATEGORY <br />SUB CATEGORY <br />MANUFACTURER <br />APPROVAL NUMBER <br />•••— •—•• FOOTING <br />25" LAPh <br />(minimum) 3" COVER <br />STRUCTURAL COMPONENT <br />HETA20 <br />SIMPSON <br />FL 11473 <br />(minimum) <br />STRUCTURAL COMPONENT <br />LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />e .�. : >a� <br />N0.5 CORNER BAR <br />ASPHALT <br />GAF SHINGLES ALL <br />FL .1 10124 <br />NOTE <br />ALL LAPS 25" (minimum) <br />ROOFING <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />IF DOWNROD IS OMITTED IN SLAB, ROD MAY BE INSTALLED BY <br />ROOFING <br />ROOF VENT <br />LCONST <br />FL 3792.3 <br />DRILLING 6" DEEP HOLE IN SLAB & SETTING ROD W/EPDXY. <br />BLOCK CORNER DETAIL <br />SOFFIT <br />AMERICAN CONST.MATERIALS <br />FL12019.1 <br />LJ <br />Z <br />SOFFIT &FACIA <br />1`4111� <br />WINDOWS <br />SINGLE HUNG <br />PGT 5500 <br />FL 1435 <br />WA DOWNPOUR DETAIL <br />EXTERIOR DOORS <br />SWINGING <br />PLAST PRO <br />FL 15221.1 <br />EXTERIOR DOORS <br />SWINGING <br />PLAST PRO <br />FL 15220 <br />TYPICAL CMU WALL <br />SEE PLAN FOR <br />REQUIRED CONSTRUCTION <br />11 <br />111 IIIl:ll:lf°=11�- <br />SOME <br />• r <br />(1) NO.5 BAR <br />3" COVER MINIMUM <br />4" CONCRETE SLAB <br />w/ FIBERMESH <br />4" <br />2" TO 6" STEP (MAY VARY) <br />4" CONCRETE SLAB <br />w/ FIBERMESH <br />6 MIL VAPOR COMPACTED EARTH <br />BARRIER <br />16) NONBEARING STEP FOOTER <br />4" CONCRETE •- <br />FIBERMESH <br />4" CONCRETE SLAB <br />4" <br />al <br />2011 16 <br />ffloi= <br />CMU WALL <br />SEE PLAN FOR <br />REQUIRED CONSTRUCTION <br />AND ANCHORING <br />6 MIL VAPOR COMPACTED EARTH <br />BARRIER (2) NO.5 BAR <br />3" COVER MINIMUM <br />FC BELL FOOTING <br />a <br />CMU WALL <br />SEE PLAN FOR <br />REQUIRED CONSTRUCTION <br />AND ANCHORING <br />4" CONCRETE SLAB <br />1Hall1 /1__Tii� <br />6 MIL VAPOR "(2) NO.5 BAR <br />BARRIER COMPACTED EARTH 3" COVER MINIMUM <br />FD STEP FOOTING <br />�4 4" CONCRETE SLAB 1 12" RECESS SLAB 3/4" <br />w/ FIBERMESH SLOPE TO I" AWAY <br />FROM DOOR <br />1��-II... 1I• <br />l ... -- E (1)'NO.6BAR' '- <br />6 MIL VAPOR 3" COVER MINIMUM <br />BARRIER COMPACTED EARTH <br />G <br />THICKENED EDGE <br />25" SPLICE <br />LAP <br />(MIN.) <br />8" CMU <br />WALL <br />6 COURSES MAX <br />FOR 5 OR MORE COURSES <br />GROUT FILL ALL CELLS <br />FINISH GRADE <br />1211 <br />MIN. 8"JI - 14 <br />#5 BAR IN FILLED CELL PER <br />PLAN TO ALIGN WITH FOOTING <br />DOWELS <br />4 •B <br />MINE.� IMMUM <br />— <br />MIMMMM. — — <br />:fi 11�1Ion <br />'I■f f.'f <br />mass <br />6 MIL VAPOR BARRIER <br />III COMPACTED SOIL <br />FOOTER8xl 6" • <br />3" COVER <br />CSTEMWALL FOOTING <br />CONCRETE NOTES <br />1. SLAB AND FOOTINGS: 2500 psi (MIN.) <br />2. MASONRY UNITS: fm = 1500 psi <br />MORTAR TYPE_, 'S' OR'M', 1800 psi <br />3. POURED GROUT = 3000 psi <br />4. REINFORCEMENT: #5 Bar Grade 40 <br />The bottom of all perimeter load bearing footings <br />shall be 12" minimum below virgin soil grade level. <br />Where fill has been used in land development, builder <br />shall provide soil compaction data. Engineer of record <br />shall be consulted where soil bearing pressures do not <br />meet or exceed 2000 psf. <br />ANCHOR <br />BOLT <br />EMBEDMENT <br />DEPTHS <br />(U.N.O.)_ <br />1 /211 <br />511 <br />5/811 <br />611 <br />3/411 <br />811 <br />7/811 <br />1 211 <br />it .11.�,.1now wum 1. MINNOW -11 �I 11 <br />_.�.� <br />• MIL VAPOR <br />BARRIER 3" COVER MINIMUM <br />COMPACTED <br />,r.. EARTH <br />GARAGETHICKENED EDGE AT <br />#5 BAR IN FILLED LINTEL COURSE r—#5 BAR HOOK 90 INTO SLAB <br />P�,III <br />COMPACTED SOIL <br />8"x16" FOOTER (2) #5 BAR CONT. <br />3 COVER <br />FBP STEMWALL FOOTING AT PORCH <br />#5 BAR WITH STANDARD HOOK 90 <br />INTO LINTEL COURSE <br />1211 <br />4" CONCRETE SLAB RECESS SLAB 3/4" <br />w/ FIBERMESH SLOPE TO 1" AWAY <br />FROM DOOR <br />1 ' <br />• LINTEL COURSE, GROUT FILLED <br />I WITH (1) #5 BAR CONTINUOUS <br />II <br />6 MIL VAPO 8" <br />BARRIER <br />1�1g11 I11 11 �AR <br />COMPACTED EARTH 2) 5 <br />3" COVER MINIMUM <br />FJDB THICKENED EDGE AT GARAGE <br />.. <br />N <br />O <br />� <br />� <br />M <br />M <br />W <br />J <br />L) <br />U— <br />Z <br />W C� <br />W <br />> J <br />MENEM <br />U) <br />0') ..1.. <br />LU <br />W <br />a_ <br />W <br />z <br />N <br />REVISIONS: <br />PAGE: 2 OF 6 <br />Lildon Engineering Company, Inc. <br />920 Sunset Shores Dr. <br />000, • • �.... • • Minneola, Florida 34715 <br />♦♦ A,,Bt0e °♦ (352) 394-2590 Ph.& FAX <br />P,.•'��GENSI��''•�' `; Cert. Auth. #2898 <br />No.52583 <br />STATE O <br />FLOR��P'��' <br />♦°°F;SIONAI-? ♦♦ ebr' ary 15, 2018 <br />ameWayne dock, PE#52583 <br />