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V+ , <br />r . <br />P t a� <br />� <br />w•r <br />' k 2t <br />h� <br />Fiberglass Shingles ----� <br />15# Felt <br />7/16" 0S6 or 9/16 4--Ply COX <br />Plywood Sheathing w/ Clips <br />Secure Each Truss <br />. r < w/ Hurricane Anchor <br />Simpson META 16 or Eq. <br />J <br />v � <br />b <br />4 _ <br />Precast Reinforced Concrete Lintel <br />�3 Typical Window Unit <br /> ' See Floor flan For Sites <br />12 <br />6 <br />Pre - Engineered Wood Trusses <br />R -19 Insulation <br />Blown or Batts w/ Baffles <br />Marble Stool <br />Wood trim or finished gypsum <br />around window unit <br />#5 Rebar con't. to lintel above. <br />Min. of 30" fop with footing- rebar <br />Fill all cells see foundation plon <br />for locations <br />I <br />4 { t <br />L °6 <br />T}i <br />R <br />()a <br />t <br />O <br />I C I <br />o <br />o 4 �. —� 1.4x1.4 Wire Mesh or Fibermesh in Mix <br />-I� _�_ -- - <br />6 Mil Poly Vopor Borrier <br />Compacted Fill, cleared of all organic matter <br />12" Soil to be treated for termite protection <br />Min. 2500 psi Concrete <br />(2) #5 Rebars con't. <br />Seated on chairs <br />Secure w/ #2 ties 0 4' o.c. <br />TYPICAL DETAIL OF C.M.U. WALL SECTION <br />Pad. Detail © Lanai <br />Concrete Floor 2500 psi Min. <br />1.4x1.4 (6x6) Wire Mesh <br />Wit• •.� � , � _ d <br />1 - — 1 1 t <br />—r r t�•� •/'•• <br />6 Mil Poly Vopor Barrier <br />(1) #5 Rebar Con't. <br />" I• 1 ' - 4" I. 8 <br />LINTEL RATINGS <br />LINTEL L; NGTF <br />CLEAR SPAN <br /> t <br />2' -10' <br />1` -6' <br />1700 <br />:3' -6' <br />1704 <br />4' -0' <br />4f -6 <br />c <br />F <br />5' -4' <br />4' -0' <br />900 <br />z <br /> r <br />4' -6' <br />900 <br />T <br />j�l <br />s <br />1200 <br />7' -6' <br />6' -2' <br />i <br />$ - 4' <br />- 7 ' - <br />610 <br />9'- 4' <br />of-of <br />410 <br />10' -6' <br />12 <br />6 <br />Pre - Engineered Wood Trusses <br />R -19 Insulation <br />Blown or Batts w/ Baffles <br />Marble Stool <br />Wood trim or finished gypsum <br />around window unit <br />#5 Rebar con't. to lintel above. <br />Min. of 30" fop with footing- rebar <br />Fill all cells see foundation plon <br />for locations <br />I <br />4 { t <br />L °6 <br />T}i <br />R <br />()a <br />t <br />O <br />I C I <br />o <br />o 4 �. —� 1.4x1.4 Wire Mesh or Fibermesh in Mix <br />-I� _�_ -- - <br />6 Mil Poly Vopor Borrier <br />Compacted Fill, cleared of all organic matter <br />12" Soil to be treated for termite protection <br />Min. 2500 psi Concrete <br />(2) #5 Rebars con't. <br />Seated on chairs <br />Secure w/ #2 ties 0 4' o.c. <br />TYPICAL DETAIL OF C.M.U. WALL SECTION <br />Pad. Detail © Lanai <br />Concrete Floor 2500 psi Min. <br />1.4x1.4 (6x6) Wire Mesh <br />Wit• •.� � , � _ d <br />1 - — 1 1 t <br />—r r t�•� •/'•• <br />6 Mil Poly Vopor Barrier <br />(1) #5 Rebar Con't. <br />" I• 1 ' - 4" I. 8 <br />LINTEL RATINGS <br />LINTEL L; NGTF <br />CLEAR SPAN <br />LINTEL ptF <br />2' -10' <br />1` -6' <br />1700 <br />:3' -6' <br />1704 <br />4' -0' <br />4f -6 <br />c <br />F <br />5' -4' <br />4' -0' <br />900 <br />5' -10' <br />4' -6' <br />900 <br />1200 <br />7' -6' <br />6' -2' <br />B00 <br />$ - 4' <br />- 7 ' - <br />610 <br />9'- 4' <br />of-of <br />410 <br />10' -6' <br />9' -2' <br />350 <br />IV -4' <br />10' -0' <br />450 <br />12' - 0' <br />10' -$' <br />400 <br />12' -6' <br />11` -2' <br />350 <br />13' - 4' <br />12' -0' <br />350 <br />14' -0' <br />12' -8' <br />350 <br />14' -8' <br />13' -4' <br />350 <br />17' -4' <br />16' - <br />470 <br />19' -4' <br />16' -0' <br />500 <br />R <br />,• <br />3' -0 <br />Min. 2500 psi Concrete <br />(4) #5 Rebar Each 'Noy <br />R <br />0 <br />M <br />a <br />top <br />Concrete Floor w/ Broorn Finish <br />1.4x1.4 (6x6) Wire Mesh <br />--tT —; -- — - -- <br />(� TTi - =TTT= <br />it =l I II �I I= { _ 1= 1 <br />(1) #5 Rebor Cont. —J 1, 8" 14' <br />INTERIOR THICKENED SLAB <br />6 Mil Poly Vapor Barrier <br />LANAI THICKENED SLAB <br />SH RSV <br />Poured In Place Concrete U -block <br />w/ (1) #5 Rebar Continuous <br />- 3/4" Furring Strips CAD 16" o.c. <br />w/ R -5 Insul+ tion Vapor Shield <br />Between Strips <br />Wall Finished ml 1/2" Gypsum Board <br />> <br />U <br />U <br />O�� 1•._11 <br />Window Connect <br />Ca? masonry w(Ill _ <br />'ip <br />mry nails <br />Pre - engineered Truss <br />Fiberglass Shingles <br />15) Felt <br />7/16" 0SO or 9/16" 4 -Ply COX <br />Plywood Sheathing w/ Clips <br />Simpson H2.5 or Eq. <br />0irricane Tie <br />-Simpson SP -2 or Eq. <br />Stud Mote Tie <br />Dbl. 20 Top Plates <br />1 /2 "OSB or Plywood <br />Attached to Stud <br />Contractor to set 8" 1 <br />NI 2" washer <br />Simpson SP -1 or Eq. <br />Stud Plate Tle <br />20 PT Bose Plate <br />Precast Reinforced Concrete Lintel <br />N/ (1) #5 Reber Continuous <br />KNEE WALL DETAIL <br />Masonr <br />Wall Detail w <br />25" lap & tied <br />rebor con't. <br />reinf. © 32" c —c <br />filled cell <br />Co,n t I nu It <br />(1) #5 vertical reinf. in grout filled cell <br />(max. Spacing © 8'--0" o.c.) <br />vide cleonout when <br />fill grout > 5 ft. <br />�> <br />£ O <br />dwl. vert. in corner <br />horiz. reinf. <br />Detail L corner <br />L <br />Uj <br />\J <br />r� <br />U <br />L <br />• W <br />c� C] <br />y � <br />�J <br />`� r� <br />c <br />F <br />(f) <br />L n <br />'o <br />I <br />(�. <br />V <br />0 <br />L <br />Uj <br />\J <br />r� <br />U <br />L <br />• W <br />c� C] <br />y � <br />�J <br />`� r� <br />