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�r �r ,�r 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) G ABOVE) 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/ 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) _/7 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-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. > 8'-1 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 INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ " 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "S24 O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8' ° x 10 "J' BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE � IF NOTED, THIS REFERS TO THE ( } 2 #5 CONT. ON 3" r - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 T ALT: 1/2"x12"TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. I ( @ 2x PTBOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 o a A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 11 .4 x W1.4 (2) LAYERS TYPE I OR TYPE II a ° ° ° ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT = I 0° . ° ° - I o ° 31/2 MIN. 3112"MIN. 1 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. ' I (I I ( I I I o D ° I I I I I -I I � ° ° ° ° d ° ° ° ° ° ° ° ° ° ° ° d d ELEV.4-3 1/2" O REQUIREMENTS SEE R905. I' ° ° ° ° d 2x4 CONT. ° ° ° A.F.F. O ° i ° PRE ENGINEERED WOOD _ I I I =) I - I I I ° ° g ° o - o , _II I I� 1/2 (min.)- " " TRUSS @ 24 O.C. U.N.O. II I I ° ° N °D-rrrtn�-I� ° .. I I- 1/2 (min.)-4 12 HURRICANE ANCHOR @EACH - I� I ° d ° ° d ° 31/2 (min. - 4 ILL I �I- 31/2 (min.) - 4 - • T GARAGE DEPTH VARIES ° _ r (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ° ° d ° ° ° - 1 IT- - VARIES 8" ° e ° -r =III-�= - I I �� I I I I METAL PL. UNDER EA. TRUSS (2) #5 CONT. I I - MOISTURE BARRIER 4„ 1,4„ 81. (2) #5 CONT. 4" Y_d " g INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN.U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTK**GGGARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc`�' TYPICAL BEARING WALL @ STEP K� CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP °wW°os � STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C ec 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 \NNMJ�S SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \,/ c N GNU° (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. <_ 8'-6". (2) 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ SEE SECTION C/S3 FOR 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 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „, ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 'J BOLT @ 24 0/C W/ 2" X 3/16 3RD LAYER 1/8 THICK. K.O. BLOCK NAILER BOLT INFO. " (10)10d NAILS 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 26011 _' *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E SPACED EVENLY FIBERMESH - BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE w M , ARCHITECTURAL TYP. T PER MFR INSTRUCTIONS o , ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° FINISH o _ - I I=1I 10 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE `, ' ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m a _ 13�z FINISH GRADE °D [GRADE 60 MIN. Fy= 60ksi] a 1/2" GYPSUM WALLBOARD (1} #5 VERT. IN FILL MONO OR STEMWALL ° ''� — �.J 25" MIN. LAP [30" MIN. LAP] g _ . D ' • III II CELLS (SEE FOOTING MONO SHOWN p p rp p P 6 MIL VAPOR BARRIER - I I I I I -I - O0 WI ° - - rrF U.N.O. D , ° N FOUNDATION PLAN FOR CLARITY ° . ' N �-_ #5 REINFORCING BAR R 1 7/8" �' FOR LOCATIONS) D=1=1=III=III=III=_ HT t> --Z 1=1=III 041x4 P.T. BASE NAILER ° III= =1 = = = I • ° -j #5 LAP SPLICE (2) #5 CONT.- -I 4"x4"INSPECTION =III-III=III=III=III= I --I-I1=I I I NOTE: -i - - - _ -I a . I I I IF I I=1 I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 31/4" BASEBOARD PORT AT EACH * g ° D ! III=111-III=1 11 N COMP. SOIL. COMPACTED TO ° 8" 1'-4" 8" FOR BEARING WALL ( —I I TYP. rn 7 FILLED CELL TYPICAL - = -III-III_ o T•- I I- (TYP.) W/ UPLIFT ONLY _ _ _ _ _ ___ 95 /o MODIFIED PROCTOR ASTM �- I I - I— I 10" M MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR I- I I-1 I =1 I - =III=1 =III=I -III=III=III=III=III=III= D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -I I ;III =III—III=III= — — = —III-III=III it = 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK 00 MUNICIPALITY. =111=III-III I ;III I_TI-I T-I I_ — #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE WALL W/ UPLIFT 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 G W1 4XW1 4 WWF OR = .2 "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. N ' r °> y - Z 00 2 Nt - I 6x6W1.4xW1.4 _ °OP 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > ,� t _- 1 - _z min. 4" N BARRIER 1 ° 1 o 10 " "v GRADE J COMP. SOIL. ° - - M (COMPACTED TO 95% - II _ - _ - - , I_ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR MI CyFE�E�N NCLOSURE ao ASTM D1557) „ (- 3" MIN. CLR. (2) #5 REBAR CONT. 47" ' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) i = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � SCALE: 3/4" =1'-0" S3 SCALE:3/4"=1'-0" S3 Q, 00 N OPT: DEPRESS SLAB 5 Y2" '- DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT _ `g CONCRETE SLAB 14' 13" = PAVERS O.H.D. z O.H.D. RECESS _ RECESS E `v Lz r E! I ` 0I -� 4„ — - / cp U � � SEE A/S3 OR J/S6 I I I I I ao FOR REINF. INFO. 3" MIN. CLEARANCE N 1'4' (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 00 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Cn SEE TYPiif. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N M A —� °Q 4rI� '- I •~ 01 —I _ I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� . CONT. BEAD SEALM ° • • INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB O° 0 Cl) 6 MIL VAPOR BARRIER VARI SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a "' a SEE ROOF PLAN - - a °. (2) HTS20 FOR STRUCTURAL a. BEAM SIZE & N I i I CONNECTION INFO 'A Cl) • ' •. 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - I I " - ' �I 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w II P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3I4"=V-0" Is, S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN T M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° FILLED SOLID (SEE PLAN FOR _ ° 6 x 6 W1.4 x W1.4 T SIZE AND REINFORCEMENT) c7LU =LU - °• I '- WWF OR FIBERMESH BRICK PAVERS or SLAB PER Z D p o _ 5�- I- w III=11 11=III=11 I - -III-I • •° •" °• -_-_' _ z Z a 0'-0FIN. FLR. COMMUNITY SPECS "- U) _- I; ° - - °' - w ii —III—III-1Ti=iil=lTi=Ti=lir _ 111=1 I I=1 I I=1 I I —III III=1 I I=1 I I— ' FOOTING � _ 1 I_,I I l lI l l III, I —III=III=' BEYOND =III III=1 �' •' PAD REINFORCEMENT Il it 3" MIN. CLEARANCE F CONC. PAD INFO. INTERIOR WALL SLAB STEP NON-BRG TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL �N U Z M -o z�z Q � cn a--+ LL, "V — 0 LU i� o U �p m N LJ..1 U N tM -co 0 o Q rn •n �v rn¢ o B D• nE`ce a:Dc N ° �N�z z�O Z W � z W -�!. °' 'L WLL o 12. z ¢\�� �t Crrr Q t7 . c,um J ❑ •� W Itb E `Cow¢ r 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 - Residenfial 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 200 1 Tampa, FL 33607 www.LennarTampa.com o W z a ~ U) UE 0 Q oo1a� z� o W C1 QO Q J Zo ru fz 4 z DC chb 0 a J W U = Q C :zS o Z Rzo �� 0 C J a M U O. a k N LL z a Z ¢ a Q ~H $o,P z z u"a2�j J t-4 LLJ 2: LLJ Q z Q W LL a Z v g'a' Ln c,e),^ z `^g O m 0 00 00 z J = ` g SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S3