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I RN I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) VARIES / 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (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 & g @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n (2) LAYERS TYPE I OR TYPE II Ya' (#15 OR #30) UNDERLAYMENT A FOR ROOF PITCH 4:12 OR LESS.AI V PRE ENGINEERED WOOD vAr Zz Ir TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. I 5/8" OR 1/2" HIGH LUMINUM DRIP STRENGTH CEILINGDGE BOARD PER CODE (OR 5l8"LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM x SUB FASCIA FA ABOVE) W/DRYWALLEE SOFFIT SCREWS @ 7" O.C. HEET CEILING & 8"O.C. WALLSINSULATION "x8"X16" KNOCK -OUT PER LOCK 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 oo FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD VERT. IN FILL CELLLL S (SEE C U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 aIBERMESH" NOTE:EXTEND OR DECO FINISH 4" to 6" "FIBERMESH" "F BELOW GRADE E� N •P °y ■ Z_ ;0 M op 6 MIL VAPOR BARRIER ; t> Y COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ;t ASTM D1557) MIN. CLR. (2) #5 REBAR CONT.--//3" ro ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) 3 _ TYPICAL WALL SECTION rA m SCALE: 3/4" =1'-0" S3 CD OPT: DEPRESS SLAB 5 Y" = DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS / DRIVEWAY -' CONCRETE SLAB 14 �+ PAVERS O.H.D. RECESS z la�aa�nl �a II =11� SEE A/S3 OR J/S6 ----' LEFT FW c FOR REINF. INFO. 3" MIN. CLEARANCE N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r M6A �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 EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 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)1Old NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES 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. < 8'4'. (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"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION 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 IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"xl2"TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2n 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �3112"MIN. I ° a e e ° a ° ELEV.-0-3F1/2 d A. . . O- pp 2x4 CONT° ° a tL '31/2"(min.)- 4" a - - 31/2"(min) 4" GARAGE DEPTH VARIES11.-��t:1P11 .11.1=11�Ir11a~lII.'-Il-' 11`~I111=1IM-11.1 =1=I!1�1111�7==W 11ol=1 '-'-1=1� 1 11' 11� CONT. • Ih �I U.N.O. U.N.C. �. GARAGE SLAB AT STEP B TYPICAL BEARING WALL "STEP (@ TYPICAL BEARING WALL @ STEP SHEARWALL 1 ®"SHEAR WALL" SCALE: 1 ® i 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" O/C FIELD. 2x P.T. PLATE GV�S �s •c�E°ss 2x STUD Al A SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1�M�NN�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' ` FOR WALL HGT. < V-6". (2) NOTE: ROWS 2x BLOCKING 3rd PTS 1 " x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION 7 SEE SECTION C/S3 FOR @ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 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 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#,MIN. TENSION 2600#) `SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E SPACED EVENLY _ FIBERMESH w/ (10)10d NAILS WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE w , TYP. c PER MFR INSTRUCTIONS w o a ASSUMED FINISHED #3 OR #4 REINFORCING BAR � _ GRADE 04 �- ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a k ' �-FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] g_G-� . • 4 MONO OR STEMWALL ° M e to 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN D p D w ° _ 6 MIL VAPOR BARRIER FOR CLARITY ° D °s. ° ■ r" - D D (=1 =1 1=I 1=1 1=1 1=I - N Z #5 REINFORCING BAR R 1 7/8 - D °D ° III-III-III-III=1 I I -III- ? r #5 LAP SPLICE (2) #5 CONT. - NOTE: D ° D 1-I 1=1 1=) 1=1 1=1 1=1 • e - ON 3" CHAIRS g III-III-III-III=III- = it COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36" MIN. LAP] TYP 8" 1'-4" 8° "FOR BEARING WALL I=1 I-1 I I=) 1=1 1=i=' (TYP.) W/ UPLIFT ONLY _ _ _ _ _I I I I I Ri I 1=1- 95% MODIFIED PROCTOR ASTM 10" III=111=III=1 I=1 =1 =1 I I=1 I =1 1=1 1=1 11=1 1=1 I I=1 11=1 1=1 D1557) #6 REINFORCING BAR #5 STD. 90 HOOK -III,,-III-III=III=III=III�III=III-III-III=III-III=III=III='' 4" 1'-4" #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF' WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 . e • (1) #5 REBAR w/ OPT. _S,REE V�ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 ■ ,..EXPANSION JOINT W III- a .al: Il 11.=11- � I'IL'u II I:�ll. SEE A/S3 OR NS6--� y t FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 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 AT 24" O.C. MAX. CONNECTION INFO ° M SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a " d a (2) HTS20 FOR STRUCTURAL ' BEAM SIZE & °' CONNECTION INFO M d 4 4 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. It ol 1/2" FROM SLAB 0'-0■ CONT. BEAD SEALANT ° INTERIOR ° ° ° a -3 1/2" _l e CONCRETE NAILS W 1 112 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR =-_ '_- BARRIER - - 1L 1L lI ii -I I (=III= I I 1 =1 I I=1 I -I I -I I I=1 11=1 1I- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I I 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING -$ 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-) w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL WI DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL s v MAT REINFORCING. " ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z d G Cl) FILLED SOLID (SEE PLAN FOR =_ _ = ° d _° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) cp ;III=III ° °• '- WWF OR FIBERMESH T Z= I=1 I I=1 -III-III-I (E7 1 W ICI=ICI I 11=1�1=ICI ° BRICK PAVERS or SLAB PER w COw $ o = Z -1 I 1=1 • • °• - - - - z ° 0' 0" FIN FLR / COMMUNITY SPECS '� -- - a - I1-I -I I1=1I1=1 I1=1I I I =1 11=1I I-=- FOOTING III I I 1=1 I I-1 11-i 11-1 I I I=1 11=1 I I_ 11-111-III-111=111 ,11-I I 1=1 I I-' BEYOND PAD REINFORCEMENT -i I-III-i -' - (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILK"N� SCALE: N.T.S. S3 C9 _zo zC> z� a z Ln 0�cn w C6 0 0 w ITO U W M m o M OI coC e] U U. ¢ <d E D. s =Jl N N � � N z f� z UM W ED LL a < • 10 t� d o V/ y g A LL z iW n4�`a,��• n � V� h l� 01 cr 1 O QJ �'•'. •fl ' ............ 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 8th 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 W Ix C/) J a �Ho z W > CL F Q U H z DC u 06 y 3 � � Z a O o_ QEd= UL- Z Z J Ln ..� � Z r� LU a Z x z tu- *k o N 0° rn N oo Z gLU .-i 0- cn S SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S3