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_j <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />(TYP.) 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 />1x2 PT WD FURRING @ 24" O.C.-/J'--' <br />(1) LAYER TYPE 11 (#30) <br />UNDERLAYMENT FOR ROOF <br />PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE 11 <br />(#15 OR #30) UNDERLAYMENT <br />FOR ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24- O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 ELEV, VARIESjgk <br />ALUMINUM DRIP <br />EDGE <br />LUMINUM FASCIA <br />2x SUB FASCIA <br />N.O. <br />EE SOFFIT <br />SHEET <br />8"&%16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />_8" C I M.U. TYPICAL <br />TYPE "S" MORTAR <br />------ARCHITECTURAL <br />A <br />E <br />A <br />N. 0. 2 <br />S <br />1/2"GYPSUM WALLBOARD-'�� data- <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS(SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1X4 P.T. BASE NAILER <br />4"x4"INSPECTION <br />3 1/4" BASEBOARD:-S-:� <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN, 2500 PSI CONC. LAB <br />CY) <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W1 6X6 <br />CL /-NOTE: <br />EXTEND <br />W1.4XW1.4 WWF OR <br />It <br />DECO FINISH 4"to 6" <br />"FIBERMESH" <br />I <br />BELOW GRADE <br />..14 <br />;2� <br />;0 2 <br />co <br />, <br />6 MI L <br />BARRIER <br />4 <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />ck: <br />ON 3"CHAIRS TYP. 14" 1 V-4" STD. 90 HOOK (SEE <br />DETAIL) <br />U.N.O. <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4"= V-0" <br />tc-R, �3 <br />00 <br />2x #2 SPF STUDS <br />@16- O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE---�, <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. -.5 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-13". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;i <br />APPLICABLE. <br />1/4" DIA. X 3 1/4" TAPCONS @ 24- O/C ai <br />@ 6" MAX FROM END OF 2 x PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />. A . _. . b" . �' <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT <br />( GG <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" <br />FOR ADDITIONAL SLAB '\,,S3 <br />INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. S S 16" O.C. <br />2x STUD <br />LOADBEARINGOR <br />EXTERIOR WALL <br />8"C M , U <br />1 1fx P*.T. STUD <br />SEE CC/S3 OR <br />#5 VERT IN FILLED CELL <br />C14 <br />'OR <br />GIS3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />DN <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8"x6"EPDXY BOLTOR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10) 1 Od NAILS <br />C14 <br />P.T. PLATE <br />TYP. <br />�2!x <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL--�, <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />;> t> -::: FlEt <br />NOTE: <br />t> <br />t> <br />"FOR BEARING WALL <br />W/ UPLIFT ONLY <br />=_1 I F=w r=,-,L1 rj =1-1-tu�l �11 wr,�,;w [�� <br />''Ll <br />rDFRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />31/2" WWF OR FIBERMESH <br />n.) 4"--, 1 <br />A. <br />. A <br />It . . If <br />00 r :�l <br />. ... ... ... . <br />SCALE: 3/4"=1'-0" <br />S3 <br />�t GRADE <br />(1) #5 REBAR W/ OPT. <br />SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEPAND16"BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT <br />CONCRETE SLAB 14" <br />13" <br />PAVERS� <br />O.H.D. RECESS <br />0 H D. RECESS <br />12 <br />1 L <br />-2 <br />E! <br />Cl) <br />4" <br />80 <br />4" <br />2 <br />CL <br />M <br />CL <br />SEE A/S3 OR J/S6 <br />SEE AIS3 OR J/S6 <br />FOR REINF. INFO. <br />MIN. CLEARANCE <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />-,3" <br />1 (1 STOR") <br />V-8" (1 STORY W/ DEPRESSED SLAB OPT.) <br />1'4" (1 STC <br />RY) <br />Vff' (2 STOW) <br />V-81" (2 STC <br />RY) <br />GARAGE DOOR SLAB RECESS <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. �3 <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4- O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />-1 <br />d <br />E <br />C111 <br />Cn <br />t> <br />6 MIL VAPOR BARRIER 0 .. . <br />: 1 11'.. <br />of <br />-lv'\F- <br />b;d- -4� <br />T T <br />5/8"OR 1/2" HIGH STRENGTH <br />S R E N G <br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />6;8- <br />5/8"OR 1/2"HIGH STRENGTH ----Z <br />--6;d <br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />Y P T Y P E X <br />(U.N.O.) (OR V GYP. TYPE 'X' @ <br />BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS <br />I N.O.) (OR %' GYP. TYPE -X" @ <br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS <br />,B <br />GARAGE W/A HABITABLE ROOM <br />I T B L E R 0 0 <br />E <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />TOP PLATE <br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH <br />S.P.F. DOUBLE <br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH <br />SIMPSON SP2 w/ <br />STUD BELOW <br />TOP PLATE <br />STUD BELOW <br />(12) 10d NAILS <br />1. <br />2 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />It x S.P.F. (OR EQUAL) STUDS @ 16!'O.C. <br />)D OR 7/1 6" O.S.B. <br />1/2" CDX PLYWOOD OR 7/16" O.S.8 <br />(12) 1 Od NAILS <br />U.N.O. <br />SHEATHING REQ'D. FOR ALL <br />D. FOR ALL <br />ROW 2x BLOCKING @ MID HGT. FOR WALL <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />1) ROW 2x BLOCKING @ MID HGT. FOR <br />EXTERIOR OR SHEAR WALLS AS <br />HGT. � 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />2"x3/16" PLATE WASHER (TYP.) <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />INDICATED ON THE PLAN. ATTACH <br />FOR WALL HGT. > 8'-6". <br />(ALT: 1/2"xl 2" TITEN H D @ 24" <br />@ 3rd PTS FOR WALL HGT. > V-13". <br />SHEATHING W/ 8d COMMON NAILS @ <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />4- O.C. @ BOUNDARIES, 6- O.C. @ <br />NSULATION PER CHART ON FLOOR PLAN <br />@ 24' O.C.) <br />NSULATION PER CHART ON FLOOR PLAN <br />3/8"MORTAR BETWEEN <br />EDGES, AND @ 12"O.C. @ FIELD <br />"SIMILAR AT FOUNDATION ONLY' <br />SLAB & BLOCK <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2"x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />01 <br />ELEV. -01, <br />AK <br />"Ir <br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. <br />OR 5/8 x1 O'WEDGE ANCHOR @ 24" <br />2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL <br />2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 <br />A.F.F. <br />O.C.) 21 <br />JWWF OR FIBERMESH <br />ATTACHMENTS 211 <br />\ / WWF OR F1 BERMESH <br />"SHEAR WALL" <br />rgmm I I " M <br />dt <br />1IL:4 <br />1 1 <br />11105 11 <br />All IR <br />"ME <br />I I fil 1:1 -�! ll=:l I <br />11=11U 111, 11 <br />ail ill= I 1=11=11iR <br />A <br />SCALE: /4"=1'-0" SCALE: 3/4"=V-0"' <br />'0 <br />\*9 <br />2x STUDS @ 16" O/C <br />Is 0\,�N,�6os <br />N%) <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2X PT PLATE <br />20' MIN. LAP [24' MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />BAR <br />- <br />7% <br />PER MFR INSTRUCTIONS <br />`��#3 <br />OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE 60 <br />2 <br />25" MIN. LAP [30" MI N. LAP] <br />(GRADE 60 MIN. Fy- 60ksil I <br />;? <br />I � � � I I I I 7-1i� X!i� <br />g <br />lkt:!�: <br />#5 REINFORCING BAR <br />R 17/8" <br />#5 LAP SPLIr.F <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />2 <br />lo 1/2" FROM SLAB <br />01-010 0 CONT. BEAD SEALA� <br />�:M3 - <br />< <br />INTERIOR <br />4. <br />4 -3 1/2" <br />E !4 <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12- O.C. <br />PLATE TO CONCRETE <br />STAGGERED, FROM BOTTOM <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE S <br />E <br />ILI <br />6 MIL VAPOR <br />BARRIER <br />4" 14" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />E <br />S3 <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />-1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E!4 <br />6 x 6 W1.4 x WIA <br />WWF OR FIBERMESH If <br />A <br />K <br />S3 <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 />BOLTS 6" MAX FROM <br />END OF 2" x PLATE <br />I <br />w <br />A <br />w <br />w <br />U) <br />CAI <br />(2) #5 CONT. <br />ON 3" CHAI S <br />V-4- <br />81' <br />(TYP-) <br />REBAR DETAILS F <br />SCALE: N.T.S. <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM W/ (3) SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />00 <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />a4 P.T. <br />FLUE <br />7116" <br />O.S.B. <br />COLUMN LOCATION <br />2X4 #2 SYP P.T. FRAMING W/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />0 <br />SCHEDULE <br />§ <br />6x6 P.T. #2 SYP <br />_j <br />Uj <br />L.L.1 <br />LU <br />ABU66 <br />0 <br />SECURE 2 4 P T BTM PLATE <br />X <br />. <br />. <br />. <br />SEE DETAIL 16/D1 FOR W/ 1/4"x3"TAPCONS AT 8" <br />COLUMN TO PORCH SILL O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />W/ MIN. (2)#5VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />0'-0" FIN. FLR,jk COMMUNITY SPECS <br />tj <br />A a <br />jZPA <br />1 0 <br />1/2"(min.)- 4" <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. :5 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-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#) s <br />6 x 6 W1.4 x W1.4 E <br />WWF OR FIBERMESH <br />A k, k I <br />I I i �- I �#�w <br />8- <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />KG� <br />SCALE: 3/4"=V-0" <br />.1 .4 M- mirrIC00 IT^M VARIES 0' 121 %At-t A IA14 A <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS 0 S.G.D. <br />SCALE: 3/4"=1'-0" S3 <br />q MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E <br />CONT. FOOTING STEEL-\ <br />NFORCING. <br />MAT REI <br />It 9 <br />co GRADE 4 <br />4 <br />U.1 FjI=Fjj- A <br />4 <br />_j <br />LU <br />- a- Gic <br />0 LU (n w z <br />LU <br />0 <br />LL 14 4 <br />CO I E: ---I I �Ei I F1 I 5fN"L <br />FOOTING <br />IIE I M I IEI I E -_.ti =-I I I=_1 I 1=1 BEYOND <br />PAD REINFORCEMENTj 1-11 1-7 <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />OLUMN FTG. DETA <br />PATIO C' IL rN <br />SCALE: N.T.S. <br />0 tV <br />M <br />.2: <br />Ck- <br />- <br />2! <br />V) (D <br />(v <br />C_/. <br />4--J LU <br />C) <br />LU <br />M <br />ro -, <br />LU <br />CD <br />< <br />col, <br />Al I <br />all <br />I <br />a <br />3h 00 <br />0 C4 6 <br />z <br />U) <br />041 <br />115 _1 I <br />U_ <br />10 E; <br />903 <br />1 <br />111411 Icon <br />z <br />&L LU <br />0 <br />W.FDSF!Nrj' e6if <br />q <br />:E�_- Cr <br />ku <br />< <br />0 x <br />z <br />,e <br />C.,\ <br />-, 0L, <br />1:,�, * %. F I � <br />" ........ <br />OFESS10 01 <br />To the best of the Englneees knowiedge, informabon and belief, <br />the structural plans and speacations contained within these <br />drawings comply vWth the 2017 Florida Building Code - <br />Residential Sth Edittion. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginser's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z 0< <br />a: <br />AU0 <br />Ljj <br />Ll� <br />_j <br />i� <br />< <br />z <br />C <br />ai <br />T__4 <br />C�5 <br />13 <br />-0 <br />0 <br />r__ <br />< <br />0 <br />LL <br />IN <br />Z <br />z <br />LLj <br />_j <br />Ln <br />I --q <br />I Lij <br />Z <br />x <br />z <br />0 <br />ko <br />Z <br />LU <br />rn <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION NO <br />4v0 <br />SHEE7 NO. <br />S3 <br />.0. <br />Z, <br />