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7PF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMP80N SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1A 1 WWF OR FIBERMESH FOR UNDERLAYMENT I 1 D 1 I1 I1 �1 ° ° d °d ° ° ° ° ° ° A.F.F. °o ° REQUIREMENTS SEE R905. ° — — I' ° ° , ° 2x4 CONT. ° ° w e — = I' 1/2"(min )- 4" ° — —11 1/2"(min) 4" PRE ENGINEERED WOOD - L „ , 1 I _ _ ° ° ° ° ° d _ TRUSS @ 24" O.C. U.N.O. 1 I —11 —11 r ° g ° ° d ° ° N rLt— r1— — W D ° ° • _ �� O° D ° ° 111 1 . 1= ° 31/2"(min.) - 4" �I-- 12 HURRICANE ANCHOR @ EACH -11 , 1 1 I Tl 1 I 1=i I ° d GARAGE DEPTH VARIES ° ° —111= (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" °=� METAL PL. UNDER EA. TRUSS 1177— —I IT= (2) #5 CONT. 4„ TTT t 11,�n1 I � � � 8„ INSULATIONMOISTURE BARRIER TYPICAL INTERIOR BEARING LE SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" k C,13 "SHEAR WALL" SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 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 (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR $" GYP. TYPE O aM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS (SIMILAR , T FOUNDATION ONLY" E 5/8"° x 10" "J" BOLT IF NOTED, THIS REFERS TO THE @ 6 MAX FROM END OF 2 x PLATE � @ 24 O.C. W/ STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 2"°x3/16"PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT PITCH > 4:12 D 444° OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS (2) LAYERS TYPE I OR TYPE II e ° ° WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I I >n . D D —I1 11 — o ° ° ° ° 31/2" MIN. 31/2" MIN. FOR ROOF PITCH 4m12 OR LESS �1 1 p 2 11 11 1 �11 r � ° ° ° ° ° ° ° ° ° ° d ° ELEV.-0'-31/2" N �Eos�oJ (2) #5 CONT. 4„ U.N.O. N. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" \ S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.< GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C 2x STUD @ SCREWS @ 7" O.C. INSULATION PER FBC AND ENERGY oo�� (1) ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR FOR WALL HGT. 8'-6"". 2 EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' ( ) 8"ff%16" KNOCK -OUT APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd FITS INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR CCr 14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x "x EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600#) TYPE "S" MORTAR ) * (6)1/4"x3114" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH W/ (10)10d NAILS c, WEEP SCREED INSTALLED BAR LU END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE — w , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS w D F ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 ° @ GRADE N - p _ z_ #3 & #4 LAP SPLICE -1 11=1 I (_� I-1 IC= , FINISH ! ; D D . D GRADE 40 MIN. Fy= 40ksi > 1x2 PT WD FURRING 24" O.C. v e a r o _ _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksij a I— p _ I , (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? D 25" MIN. LAP [30"MIN. LAP] g �IIj—III— o • III _I I--1 I I —I I_ 1/2" GYPSUM WALLBOARD ° 2 T I I_I — 1 _ w CELLS (SEE FOOTING MONO SHOWN o _ = U.N.O. FOUNDATION PLAN FOR CLARITY T e. D °� °O 6 MIL VAPOR BARRIER — p D ° —I I— I — I — °° R 17/8" I— 1 I=I�—III— #5 REINFORCING BAR FOR LOCATIONS) p o o ° P -III=III= =III=III=� 1 I _ �_� L_ N z ,l—III—J— lx4 P.T. BASE NAILER „ p ° III=III= I (= =I I E911— ? I I D _ I T #5 LAP SPLICE (2) #5 CONT. -1� N 4 x4' INSPECTION > =III=III=III=III=III= —L •• PORT AT EACH NOTE: — — _ _ e . ON 3"CHAIRS „ g ° D D III III —III —III —III III- iv � •L-L—�=I�� 36" MIN. LAP [36" MIN. LAPj „ a, 31/4 BASEBOARD *FOR BEARING WALL EJ r COMP. SOIL. (COMPACTED TO —11 _D IIIII _ (TYP.) 8 1-4 8 I-ITI-I � I=I � I=ITI=1 I I- _ ,�, FILLED CELL TYPICAL _ _ _ _ _ — — — =i 95% MODIFIED PROCTOR ASTM — 1I= — 1 � I — I Irl I t 10" W/ UPLIFT ONLY _ _ _ _ _ _ _ _ - 1�l I —IL=L— Q, MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR = =III=1 =III=1 =III= l=III= =III=III= = =III= D1557} F- #6 REINFORCING BAR #5 STD. 90 HOOK CID MIN PSI MAY VARY PER rn -I I I-1 I I=1 I -1 I I --I I F 1=I =III=III=I 1a I I=I I I=I I I=1 I I 4" 1'-4" TO CUT BLOCK OR POUR = —I I- I_- ITI 1 i11 � 11 ,ITI,-� � -III- I i #6 LAP SPLICE TYPICAL INTERIOR BEARING o, MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG a W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" rn FIBERMESH" BELOW GRADE SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. C4 ° °D co z VARIES = 6x6W1.4xW1.4 `' - I FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 N 31/2" WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH r 6 MIL VAPOR D — z min) 4° 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M o BARRIER ; p �r 1 � • • T ° A _ a GRADE o COMP. SOIL. ° 0O • __ — — — I—i; o (COMPACTED TO 95% — - — (1) #5 REBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) — 1=SEREI ENCLOSURE 3" MIN. CLR. > (2) #5 REBAR CONT.--/1'-4" ON 3"CHAIRS TYP. (1 STORY) STD. HOOK (SEE 4 MIN. U.N.O. 4„ 1'-8" (2 STORY) ) = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 3 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"= 1 '4' S3 o N o OPT: DEPRESS SLAB 5Y2" '- DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS U ll I .+ „ _ o � �e.•• �II1CL —! T •. ; SEE A/S3 OR J/S6 LI (1�—I ji,�1L rn FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV Cl) SEE A/S3 OR J/S6I) FOR REINF. INFO. 311MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0� '-0n — e J CONT. BEAD SEALAN INTERIOR ° a -31 /�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 ° 0? - —E--::E1 v——-��T*—�''—, 1= 11==_ - I- M 6 MIL VAPOR BARRIER AT 24" O.C. MAX. % % CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO — 14 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6I MIN 7/16" O.S.B. SHEATHING 8• z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 = SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR W LU ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 Zzz:11/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 Cj SIZE AND REINFORCEMENT) '' WWF OR FIBERMESH ° BRICK PAVERS or SLAB PER a „ / COMMUNITY SPECS -III -i III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" �,,S3 0 -0 FIN. FLR.IV SEE FOUNDATION CONC. PAD INFO, TAPERED COLUMN FRAMING CD12 SCALE: 314"= 1'4' SLAB STEP & RECESS S.G.D. rm—"� SCALE. 3/4 -1-0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c� TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Q ' Cl) 00 M GRADE— _ a ° C7 Jo IIII °• � - - ; z w III- 1-I I -I III I=1 III I I-11 w 0 In � I I I I I I I I I• Ile 0d a Q - I I -I I I_I 11- cn Z� w =1 III=1=1=1 I —III III—III=1 I— FOOTING -01 I— BEYOND PAD REINFORCEMENT -III—III—i —' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N� SCALE: N.T.S. S3 LJ � Li 0 Z M _ CD z° z Q a z V) 0 0 (1) C 4--+ w +U — 0 w � c U or- COLL, E t— p CI m M @d co " U C--0 o Nao QCn �Qv M < o IIIII R D•�H:o' n�c • JI" N •O N O M ; N Z W` z w z° U) .N`_aQ'' Ir O Lax. LL N O Lil IN a w-A a 10zLU Q c am/ 3o uwv- M / Qri if . i � �� i; ` .•S ` �R� 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. Engineer's 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 5z 0 f< Cn ~ J 0 U 400 �U0 Q z LU QZ w J a m Q J O��o U w 'x• �`7 F�o } U / � fZ 3 Z Q � �3 Z 0 a U = �./ Q w oZ ZD O g N 0Qa� LL a< �o�o Z Z 01 T-4 JJ Ln L1J aWlf i Lzxu,,, e _ W cc G C G Q ♦- Y U p 8 Fa- o p Q Z Z L W¢z z �O O vV o� Z g W = V) a Uj rn v -+ a cn d SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO' 4mO SHEET NO. S3 (MONO)