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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 _FYP') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —� CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 LD (2) LAYERS TYPE I OR TYPE II a' (#15 OR #30) UNDERLAYMENT -! I FOR ROOF PITCH 4:12 OR LESS. I� I IE- I =1 I I I p '1�II�II�II�I D PRE ENGINEERED WOOD 1:9 L I II EI I �I ° TRUSS @ 24" O.C. U.N.O.— =11 J1==III: HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. O 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11' a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE [ 00 co 6 MIL VAPOR BARRIER — 4t," D COMP. SOIL. �I T (COMPACTED TO 95% MODIFIED PROCTOR fi I I TI I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—\ BLOCK WALL BEYOND 14 O.H.D. RECESS z M Yv 11=1TI= �' 'T a, . " - 4 Mir I" IF 60 f- .v.... SEE A/S3 OR J/S6 —' ljj.l I I 1 ICI lj ,III 11-1- FOR REINF. INFO. 3" MIN. CLEARANCE 14" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL 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 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ CV 6x6W1.4xW1.4 T WWF OR FIBERMESH Cl) 1-11 I 1=III—I _ I 11-1 11-1 I I r SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0!C FIELD. 7Vr 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. z 31/2"MIN. ELEV4-3 1/2" � A.F.F. o p IL CD N - D ° 00 — rrlll—III— P • TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O, ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING OR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". JSULATION PER CHART ON FLOOR PLAN O.C. " O 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH �31/2" MIN. l III-11►t ; I'31/2"(min.)- 4" - D ° . j ° _ I I 1-III=1 I 31/2"(min.)- 4" I— _ 1IN11 III II II�—I I31mn. - 31/2"(min.) - 4"IIII I =i (2) #5 CONT. III r ai (2) #5 CONT. r 1-1141-1 4, 14n8„ U.N.O. TYPICAL BEARING WALL (@ STEP a SHEARWATYPICAL BEARING WALL @ STEPU.N.O. MIN. _ I_ I I_I "SHEAR WALL" SCALE:3/4"=1'-0" SCALE:3/4"=V-0" coN sic°��t ecs 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C J INSULATION PER FBC AND ENERGY coN 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" BOLTS BOLT 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR '- 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR __ GRADE ° ' ° p z FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] Z Ire) D 25" MIN. LAP (30" MIN. LAP] jj > D _ °° 6 MIL VAPOR BARRIER -! ! I I ( p D ° I I=1 I I —I ! I=11 = CO \ _ _ 'r=I I ° ' I11=U1—_— T #5 REINFORCING BAR R 1 7/8 —� 1—I 11—III—I I I —I I —I I Z ' i l I I —I ! I —I I(—) 1 4 N Z_ p D° IIIIIIIIIIIII�III111IIIIIIIIIII�IIII�II I . III=1I1=— III �I #5LAPSPLICE g ° I 1=III—III—III—III—I I- N COMP. SOIL. (COMPACTED TO (i lllll i l� I 36" MIN. LAP [36" MIN. LAP] 1=1 � 1=I l 1=) � I=I 11=1 I I I I� 95% MODIFIED PROCTOR ASTM =1=1 11=1 1=1 1=1 1=111=1 1 1 =1 l 1-1 D1557) f1� III—III=1 I—III=1 I=1-1 i t=1—' 4" 1' ,,,1�l,�lllll�llll=„111,,111=III-III-11'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" V A — — — — a TYPICAL THICKENED SCALE: 3/4"=1'-0" �r GRADE ° m. =(1) #5 REBAR w/ PT. I f I PSCREEN ENCLOSURE MIN. EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N�- t '- a M I11—_Ili d� III�I�" ;Iif 1= t T I SEE A/S3 OR J/S6 J -I LI I i I I I I � aI � I I I FLU - FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '_on a CONT. BEAD SEALANT a INTERIOR ° -3 1 /2" j CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a M 6 MIL VAPOR —_= i'�I 1= 1=1 BARRIER =1 1=I 11l 1111I11 II IIII II II I 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE LIJ � � D LU III=III=LI1 m ' a p . ai I —III —III —III g l 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLANoc (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 1116" I MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING ° Cn w Q SCHEDULE COLUMN LOCATION < w 6x6 P.T. #2 SYP �W U ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. a1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN r CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 cC! WWF OR FIBERMESH c,, 1FILLED w/ MIN. (2) #5 VERTICALS SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER a 0'-0" FIN. FLR.� COMMUNITY SPECS Z: I 1 I- 111=1 I 1=111=111=1 1- 0000.�: � 0 ,I11 o.��0000 CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-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 WWF OR FIBERMESH r ° . ° —III—III I I III=III=III.—' :- (2) #5 CONT. =1 11-1 ON 3" CHAIRS (TYP.) L8" 1 �, 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G� SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH _N I I M r VI\ 1\1_1111 ll\1 V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS aC� S.G.D. M SCALE:3/4"=1'-0" ',I, S3 MASONRY WALL ANDS PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `" ' 00 GRADE_ — 0LU I1=1I ° °. 1=I II —I11=III=_I' Z=—I 11=1 =III —I 1=1—III w Uj 0wCCo III= a� I- =11- z 0 0 it I=1 ° a —= —=__coZ FOOTING LU w III III —III —III —III —III 1=1 I 1=1 11_ L) I. l 111111111 l l l l l l-III=I I=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 0 Z co _ o zC) z z 0 Q) U Q) C—/D- a--+ L U Q •U — 0 w � Of E ti m N W �e — 8 mM M 2-M 0 O O o o_ < a co o 0 a v rn < d B D. B D. C 111� N N O M N O lu O CV Z W U) � _ = @w W Q Q�Z5 Z inW �°� o 49 Nam$ Z ME s9) LL W?" /d lb •ao � e •�'��G� tip LU _Z O f E S S 0 O r��//�JJ! I Iti1°Aid To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz 0 �o z¢a fa U W ><— U 00 Z U.- � � F— LU1 �aWz � o U O / \ J W N Vo rA' J Q Z } U fz i� g z "Q °6 0 z J U fo M Q o o00 0 o J zoo — 0 ��Rn a � Q Ln ~� z z ("'14 (V o�o o'o� W L r) LiJ ¢ z o Ln z ZS 0 m Ir 0b � 2 Ir 7-1 a cn s SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. S3 (MONO)