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- - J <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />(TY <br />P.) VARIES / <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER -� <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />XI I 1x2 PT WD FURRING @ 24" O.C. <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. s 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c <br />@ 6" MAX FROM END OF 2 x PLATE <br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 <br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A ��t4vr WWF OR FIBERMESH <br />PITCH > 4:12 ► ° <br />(2) LAYERS TYPE I OR TYPE II <br />° (#15 OR #30) UNDERLAYMENT p <br />FOR ROOF PITCH 4:12 OR LESS. <br />► PRE ENGINEERED WOOD - ° <br />I <br />TRUSS @ 24" O.C. U.N.O. _ <br />HURRICANE ANCHOR @ EACH - <br />TRUSS (SEE UPLIFT SCHED.) W/ 8" - <br />METAL PL. UNDER EA. TRUSS <br />/MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />///;/�,�7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G <br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION <br />SCALE: 3/4"=1'-0" <br />SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 <br />- INFORMATION. <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />N.O. 2x SUB FASCIA <br />EE SOFFIT <br />SHEET <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />,1______8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />�ARCHITECTURAL <br />FINICH <br />1/2" GYPSUM WALLBOARD- <br />- <br />(1) #5 VERT. IN FILL <br />CELLS <br />U.N.O. <br />(SEE <br />FOUNDATION PLAN <br />M <br />g <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />n <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />,7; <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />cn <br />AT GARAGE CONTRACTOR <br />o <br />MIN PSI MAY VARY PER <br />� <br />TO CUT BLOCK OR POUR <br />o, <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />T3 <br />CONCRETE SLAB W/ 6X6 <br />n- <br />NOTE:EXTEND <br />Q <br />WIBERM .4ESH"" OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />r ° t <br />00 <br />► <br />°P <br />6 MIL VAPOR <br />z <br />r- <br />8 <br />BARRIER <br />► <br />, p <br />1 <br />P <br />COMP. SOIL. <br />° <br />c� <br />(COMPACTED TO 95% <br />- <br />c <br />MODIFIED PROCTOR <br />0) <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />4" <br />114" <br />STD. 90 NOOK (SEE <br />U.N.O. <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />i <br />SCALE: 3/4" = V-0" <br />S3 <br />a <br />o <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND <br />E <br />DOOR TO RECEIVE <br />= <br />PAVERS / DRIVEWAY <br />`s <br />CONCRETE SLAB ---\ 14 <br />111�11 <br />�I <br />.��II„iii► <br />,�I <br />SEE A/S3 OR J/S6 <br />BLOCK WALL BEYOND <br />O.H.D. RECESS z <br />00 FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) I V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS <br />tN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE <br />LOAD BEARING OR -- <br />EXTERIOR WALL <br />SEE CC/S3 OR -� <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10)10d NAILS -� <br />TYP. <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2"HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) <br />ABOVE GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />--- -- _ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR <br />EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALi_HGT. < V-6". (2) ROWS 2x BLOCKING <br />IFINDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". <br />_ _ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />-_-_ - - - -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND <br />2"°x3/16" PLATE WASHER (TYP.) <br />T (ALT:1/2"x12" TITEN HD @ 24" O.C.Fv <br />x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL <br />A.F.F. O.C.) 2ex 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 <br />° ° ° ° WF OR FIBERMESH \ WWF 0 'FIBERMESH <br />z �3112" MIN. �31/2" MIN. I <br />4 ° ° , ° d ELEV. -0'-31/2" z <br />a 4 ° a ° <br />° °d 2x4 CONT. ° A.F.F. <br />d ° 4, c " ► ° ° - 1/2"(min.)- 4" a 1/2"(min.)- 4" <br />° • r rrr ° •• <br />n GARAGE DEPTH VARIES 31/2"(min.)- 4" 31/2"(min.) - 4" <br />T I _ <br />° ° d Q <br />(2) #5 CONT. 4„ r ; m 8,r (2) #5 CONT. - q" ,� g�� <br />U.N.O. MIN <br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEP CC <br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />c,t­ �1r <br />TE�SCCJA <br />ems' <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />1�M�N0 5 <br />INSULATION PER FBC AND ENERGY <br />coN� <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />f, <br />1"x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />5/8"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR -_ <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />► . > <br />° <br />M � a ► <br />_ _z <br />FINISH GRADE °O <br />GRADE 40 MIN. F - 40ksi <br />#3 & #4 LAP SPLICE y- <br />[GRADE 60 MIN. Fr-60ksi] <br />25"MIN. LAP [30"MIN. LAP] <br />Z <br />° <br />P <br />oO <br />6 MIL VAPOR BARRIER C ► ° <br />'- <br />-� <br />D <br />z <br />#5 REINFORCING BAR <br />z <br />Mr, I AP RPI Ir F: <br />COMP. SOIL. (COMPACTED TO <br />II Z�� tat lL' aa-zl <br />95% MODIFIED PROCTOR ASTM <br />D1557)111=11=I1rI1.M.P.- lr-1 <br />ICI I L-1 I l I I I== _.11 -_ <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />oil 111--•�II�11-�II�II�II. <br />�II�Ir=1r�11����1�_-_II _ • <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />1 <br />SEE A/S3 OR J/S6 J <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />I � ` <br />r- <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0� '_O�� ° J CONT. BEAD SEALANT <br />Y4 ° a INTERIOR <br />° - -3 1/2" <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />°° E . <br />11- IF, =- =LI I-1 <br />M 6 MIL VAPOR I! <br />BARRIER - - 1L 1L 1=I1II -I- <br />BARRIER =1 I I=1 I <br />_III lIII, ,III iII I , <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ <br />(10)10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />J BOLTS 6" MAX FROM <br />END OF 2" x PLATE <br />w <br />rn - - <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. s 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-6". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH `v <br />.a . . . W . ' <br />gymiIlrizll�ll,' <br />radii l ' - <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />(TYP.) 8" 11-4" 8" <br />- - I <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />E REBAR DETAILS F WALL W/ UPLIFT rG <br />S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 <br />VARIES z <br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS c <br />AT 24" O.C. MAX. CONNECTION INFO ° <br />SEE PLAN FOR <br />TOP OF BEAM &LAYOUT DESIGN < <br />SEE ROOF PLAN ao E ° °. < a <br />(2) HTS20 FOR STRUCTURAL r _ <br />BEAM SIZE & <br />CONNECTION INFO ° <br />I I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� <br />w 0 SCHEDULE <br />CX a SEE TYP. WALL SECTION FOR ADDITIONAL <br />j � 6x6 P.T. #2 SYP SLAB INFORMATION <br />u< <br />J <br />o <br />W <br />ABU66 <br />SLAB STEP & RECESS <br />S.G.D. K'M <br />Cn <br />SCALE:3/4"=1'-0" S3 <br />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTTO END FILL E PAD <br />E v <br />-INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />M ' <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />GRADE <br />a ° -j <br />FILLED SOLID (SEE PLAN FOR <br />= __ __ _ <br />° a <br />6 x 6 W1.4 x W1.4 <br />SIZE AND REINFORCEMENT) <br />1 11=1 11 <br />° <br />°• <br />I`I I I III-1 I =I' <br />=1 <br />WWF OR FIBERMESH '- <br />"' <br />z � ut <br />1= WI <br />1--- III=1 <br />I-1I I <br />=III=111=1 I I <br />I- I ICI 11=1I I; <br />w <br />z <br />° <br />° <br />BRICK PAVERS or SLAB PER <br />W LU <br />S o <br />-1 I I=1 <br />! <br />• ° a <br />- - . <br />z 9 <br />,. <br />/ COMMUNITY SPECS <br />" <br />- <br />- - <br />= _ <br />- - " <br />� <br />0-0 FIN. FLR. <br />qv <br />COLUMN <br />ION <br />TAPERED <br />II=1-111=1111I1-III II III -III -_; FOOTING <br />I I- -1 I -III -I III-1-I I I_ <br />II IllllllllI_LII_I -11k--III-' BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />0 <br />L®i <br />C <br />z M <br />Z <br />z <br />a <br />cn C <br />4-J N <br />u., <br />�Q <br />Z - <br />O`L <br />V <br />mo <br />cli <br />w <br />I_Al <br />M <br />I <br />B D. <br />{ <br />'t <br />N <br />V � & <br />W Biz <br />Z ti z° <br />Be J <br />LL Gl <br />OW- d LL a <br />` <br />�%cc <br />Q ~r'A <br />IUL C ",'N <br />� <br />VVVVV . �•• o <br />• <br />WWW.'F G.0 ❑• <br />Cr ' �� O <br />� <br />rrAill�rtt+ll wlko l <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />0 <br />li <br />��W <br />L � <br />�LL.� <br />> <br />Q <br />j <br />Z <br />(U <br />06 <br />LU <br />W <br />O <br />d- <br />V <br />= <br />LL <br />W <br />z <br />J <br />Ln <br />rl <br />LU <br />Z <br />�8 <br />4* <br />N <br />z <br />� <br />ca <br />O <br />Z <br />LU <br />rn <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. <br />4mO <br />SHEET NO. <br />S3 <br />