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(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS _\ HGT, FOR WALL HGT. s V-6". (2) @16" O.C. WI (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 . ° (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. t+ ° PRE ENGINEERED WOOD - _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH - - �P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSLILA riON LE 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 ELEV. VARIES FOR ADDITIONAL SLAB SCALE: 3/4"=V-0" S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 518" ,✓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 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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 (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"0/16" PLATE WASHER (TYP.) WALI_HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2"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 NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" 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 ----- --- - - - - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (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"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 2" 6 x 6 W1.4 x W1.4 ° ' WWF OR FIBERMESH WWF OR FIBERMESH r31/2" MIN. �31/2" MIN. ° l ° Q -0' ° a ELEV. -31/2" z ° `44 4 ° ° ° A.F.F. O ° • ° ° ° 2x4 CONT. a ° ° U_ 1/2"(min.)- 4" ° . ° _ 1/2"(min.)- 4" 00 go GARAGE DEPTH VARIES ° ° ° (3112"(min.).- 4" 31/2"(min.) - 4" 4 ' g ° (2) #5 CONT. 4„ 1'-4 8'r (2) #5 CONT. 4- 8" U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE. 3/4 1 0 S3 ( ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.0\1 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. vGs 10)��Gv ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C �N�0v 5 SCREWS 7 O.C. 2x STUD @ \ �° SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ GONt�N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT, BLOCKING 8'-6". d NOTE: 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION FOR WALLL HGT.ROWS 2x @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. U FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR c�� LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL 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. NAILER 8" C,M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE ( W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ @ 3500#, MIN. TENSION 2600#) c "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR : END OF 2" x PLATE WWF OR FIBERMESH LU F I ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS n ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE ;v ` �- ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a - a ° a. - ° 'I> GRADE 60 MIN. F - 60ksi rn 4 FINISH GRADE [ ] a I> 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ? Cl) a • 25" MIN. LAP [30" MIN. LAP] g U.N.O. CELLS (SEE FOOTING MONO SHOWN - p a FOUNDATION PLAN FOR CLARITY ° D D D = _ - - - - °D 6 MIL VAPOR BARRIER D ;. ° .' R 1 7/8" `� FOR LOCATIONS) D D D p D I -III- I 1=11 I- I I- -� #5 REINFORCING BAR - 1x4 P.T. BASE NAILER ° z rCON- - 4"x4" INSPECTION D D° (I I -I � I=1 I I=1 � I=1 � 1=I (I- •• � 2) #5 , I=1 I I --I I I-1 I-1 I I -I 11=-I #5 LAP SPLICE NOTE: ° D D ; ON 3')CHAIRS 8" 1'-4" 8" 31/4" BASEBOARD PORT AT EACH g III -I I 1-III-III--I I=1 I I N COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36' MIN. LAP]lxxX (TYP FILLED CELL TYPICAL FOR BEARING WALL = I 1=III- -1 I= i , � '" o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM - - 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ -_ - M AT GARAGE CONTRACTOR I I I=1 I I=1 I I=1 I I-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I I I D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 I I ,I li I I II II I II 11.i I II I I=1 I=i I I=1 I I=I I II II I I! I II II II it I I-1' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HCOK MUNICIPALITY. CURB DUE TO SLOPE 1=1I1=1 1=1I 1=II -ITT-- - _ #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE_"� REBAR DETAILS F WALL W/UPLIFT rG Wt.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 6 MIL VAPOR . z 31/2 WWF OR FIBERMESH min. 4 BARRIER D; p �r 1 a ° a v GRADE COMP. SOIL. o0 _ffffffff90 (COMPACTED TO 95% ° o _ (1) #5 REBAR w/ OPT. n MODIFIED PROCTOR S I E N E � ASTM D1557) NCLOSURE (2) #5 REBAR CONT. 3" MIN. CLR. 4' � ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) MIN. i TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL Ln SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 u7 N V OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o PAVERS / DRIVEWAY IEXPANSION JOINT ^ CONCRETE SLAB 14 13 =' DO PAVERS O.H.D. RECESS � z O.H.D. RECESS DO PAVERS-\ T 14" op SEE A/S3 OR J/S6-^ -LP o° FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. a. --.. - - �u-��I 11 I '.. ii�" II��II III II 'III ��llf�_ii�.aln • - 1-11= 11-II-�II a • • • P.T. 2x 1/2" GYP. BD. HOLD GYP. BD, 1/2" FROM SLAB 01-0'1 - ° CONT. BEAD SEALA(� � 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 ° °Q - ce) 6 MIL VAPOR --11 1=17� BARRIER �I SEE PLAN 1 1/2" RECESS FOR RIES r 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 L , 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR ' � .• • TOP OF BEAM & LAYOUT DESIGN a ° SEE ROOF PLAN c < ' ° v ° (2) HTS20 FOR STRUCTURAL _ BEAM SIZE & CONNECTION INFO ° A I i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE AIS3/J/S6 g" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE e a SEE TYP. WALL SECTION FOR ADDITIONAL j 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 q MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.0 PAD FOOTING ATTACHMENTS & 18/D1 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 _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. b ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT r ;� w/ MIN. (2) #5 VERTICALS oo - -I --I 4 € M FILLED SOLID (SEE PLAN FOR I I I < 4 6 x 6 W1.4 x W1.4 %� SIZE AND REINFORCEMENT) C7 � FIE III = ° °• = WWF OR FIBERMESH BRICK PAVERS or SLAB PER Z w 1=1 I-III-=1 ~O w� �, III=1 I p o = .III=1 -III-III-III-III w I=1 I I=1 I I; z • • °• - z ° a a -__- - - 0'-0" FIN. FLR. COMMUNITY SPECS Lt_ V - C I I :I I ° ° 4 - - M-� =1 I I=1 I I=1 I =1 I -1 I I=1 I-= FOOTING I I 11=1 11=-I 11=1 I I I � 1=1 I I=1 � I-- � -III=III=III- II-111-III=III=III III III-' BEYOND PAD REINFORCEMENT ,II _� I-III-i - „ 3 MIN. CLEARANCE .y " ': •' (SEE SCHEDULE) 4" 4" .. , y. CONC. D NP0. .,. : IN WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 314'•V-0` SCALE: N.T.S. 13 C9 z z Q a u, zClLn (D Q) N a--+ W t'6 0 0 W fil- � U W Ems�C. M mo 2 c W C N _ U D LA_ � Q� B D. U) z z° W ° w Lu V ` Z o �NmUI-, W Q � LL Z I' °n � o0tttffil l/, o CC U 4^�� Q LO it /%J! ` v31GtNI ",//IfM!/f I i I I i!0\\1ff\\ To the best of the Engineer's knowledge, Information and ballet, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W U) _j gg o 0 U W J g�® < 3 G z OC n otS i '0 a zo Z a U = u Q C) . F ox ,� Lr) Z = �s rry Il) N 0 (] a Z .4 gg J Ln r-I LL! LU N Z z tu- �8 m 00 � LU 2 ,-� a rn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S3