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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 7FTYP') I VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. QKII I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM DRIP EDGE ALUMINUM FASCIA 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;¢ 31/4" BASEBOARD PORT AT EACH io FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLABAT GARAGE CONTRACTOR o MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR os MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^c"FIBERMESH" BELOW GRADE 'E a> e 1 z 00 s 00 6MIL VAPOR ► z - BARRIER ; ,� p 1 _ p CV COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. r_ ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) s TYPICAL WALL SECTION K"A� ISCALE: 3/4" =1'-0" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I��,11..I,'lll44-I�'Ln�I@ Irl (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 r WWF OR FIBERMESH r' e �. 1,. T o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT JA @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" e 1�t1=1=11� -' �= =11=11 0M& - �- `'�.11=II�II�IIE=111-�11,=III= • 11�11�71�11�11 Ilvll ► ► • TYPICAL THICKENED MIN. EDGE rL SCALE:3/4"=V-0" S3 o OPT: DEPRESS SLAB 5Y2" - DEEP AND 6" BEYOND CAI °' DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT _ g CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS E . -41' d SEE A/S3 OR J/S6 1Tr Y SEE A/S3 OR J/S6 LI D r 0o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) c 1' 8" (2 STOR) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS �. GARAGE DOOR SLAB RECESS S2 Ln & SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �r "UM 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL_HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21f x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 � 31/2"MIN. WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. ELEV. -0'-31/2".kZ I — e e 31/2"(min.)- 4" _ e e I r 1/2"(min.)- 4" NCO rrr 0 •• r � .. 0 '�•� •. 31/2"(min)-4 , I31/2"(min.) - 4" = 9 (2) #5 CONT. 4" 4" 8'T (2) #5 CONT. 4 -4 g� U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" S3 7 SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"0 x 10" "J" BOLT @ 24" 0/C WI 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR = p r . n . � — z GRADE 40 MIN. Fy= 40ks! #3 & #4 LAP SPLICE e p 6- = FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] r, - 0 c 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER ;. e 00 I - 00 R 1 7/8" #5 REINFORCING BAR —� ' fiR I AP SPI IrP • • • • �� I01.11.�n...a� MIN SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0.41 • J CONT. BEAD SEALAh a • A• INTERIOR --3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB CA •� <4 11= M 6 MIL VAPOR BARRIER 4" 1411 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �'-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4, WWF OR FIBERMESH m d d K S3 ir.�:�•.A�:Y.�'��L•:I��I�r.'�.Iwaw �:A�:��:17�'.�:I��'�:II. REINFORCING•1 H•• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM ru END OF 2" x PLATE w v - •.. aa. . WW �1�111 (2) #5 CONT. =1 I.Fa ON 3" CHAIRS (TYP.) 8" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 x WWF OR FIBERMESH d w r119lh.Wall 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES= FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2 RECESS FOR 6 x 6 W1.4 x W1.4 () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I M AT 24" O.C. MAX. CONNECTION INFO = 0 SEE PLAN FOR J4 &LAYOUT DESIGN TOP OF BEAM IVa _ SEE ROOF PLAN a ° ° o A (2) HTS20 FOR STRUCTURAL BEAM SIZE & Q' ' CONNECTION INFO r- - ° 8 4 2x4 P.T. PLATE 7,16" o.s.e. COLUMN LOCATION M — • I ! 2x4 #2 SYP P.T. FRAMING w/ _ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 '' ` 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE a a SEE TYP. WALL SECTION FOR ADDITIONAL 6x6 P.T. #2 SYP SLAB INFORMATION. w ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS ._ E TO FOUNDATION PAD - d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' Ico wl MIN. (2) #5 VERTICALS ao GRAD4 4 -j FILLED SOLID (SEE PLAN FOR = - I 1=1° _ a SIZE AND REINFORCEMENT) c� ;III= a a• 1=III= I I= 1=1' z w o 1=LI_L—I -1 F 1I 1=1I I —1I w �- w W I 1 I I . - —1 —1I I� BRICK PAVERS or SLAB PER $ o U)=I = • • °• = z 0'-0" FIN. CLR. / COMMUNITY SPECS " _ - — "' I F -1 _I cc 40 MOM ILIJ LTA I I-1 =111=11-111-111. 11=1 11=1I I FOOTING I I-1 I I —I I I-1 I I I —I I I_-1 I- d I I �I l l� i it I '=-I 11=1I ,I I =I I I I I I—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 IJ , 0 1� 0 ;z: Cl) z�z a U) z Ln 0 �W •U — OLL, Ln Ln U W _ = eg o pN M M C CM M O 'N 00 U :§ -00 C�, Y N I� v (I<o Al I N N c 00 U) Z$ I z° LU LU LU O �' o Z �_t rrtrM,r V ��Ems[ 3v L i U M. OFES XO �`'�re`rr�ttttttttti'�`•��' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 6 n I` Lu LJJ Lu N <C $ �� a O 0 $ J� U = W T� 0 LL a J :;zQ0 Z JZLn q UJI 4# z z8 °Ln O z W �55 SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO' 4mO SHEET NO. S3 (MONO)