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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INS 5/8" OR 1/2" HIGH—� 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 —J CHART ON FLOOR / PLAN —/{ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT, s 8'4'. (2) @16" O.C. W/ (2} ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 P . ° . (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT ° 9 FOR ROOF PITCH 4:12 OR LESS. � . n .• . PIT PRE ENGINEERED WOOD ' "I —I 11=I I -1 I I —III —I 11=1 1—I 11=1 I— I I —I I I TRUSS @ 24" O.C. U.N.O.l111 =I- N=i xx�URRICANE ANCHOR @ EACH ", -] Il TRUSS (SEE UPLIFT SCHED.) W/ 8„ METAL r PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7*EDGE 16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG G SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE:3l4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. NUM DRIP NUM FASCIA 2x SUB FASCIA \", 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %"GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" Q.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 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/ IMPSON SP1 w/ (10)10d NAILS "o n n n n 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4, (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR I x 6 W1.4 x W1.4 d a F. @ 24" O.C.) 2 WWF OR FIBERMESH d - 0 �31/2" MIN. a° ELEV.4-3 1/2" z A.F.F. d a° 4 2x4 CONT. ° w b I ,€ a ° ° N — — . — d ° • . ° _I I LI I I=II i/2 (min.)- 4 00 31/2"(min.) - 4" L.L=1 � I I —I — GARAGE DEPTH VARIES _ —�_= TIT -III—III III —III —III —III III—rJ I I I (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL "STEP 0 SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 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. SHEET LOAD BEARING OR EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoN • �� QG5 'C\E�S� c TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS@ 16" O.C. U.N.O. FOR )CKING i PLAN (1) ROW 2x BLOCKING @ MID HGT. KNOCK EXTERIOR WALL 8 C.M.U. " (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C o'" NOTE: FOR WALL HGT. < F-6". (2) 8"x8"X16" -OUT BLOCK W/ 195 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd FITS FOR WALL HGT. > 8'-6", FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cli LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" OIC 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. �8" C.M,U. TYPICAL BOLT INFO, 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR _ a END OF 2" x PLATE WWF OR FIBERMESH r> ARCHITECTURAL TYP. '- PER MANUF. o o ° , FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR � 1x2 PT WD FURRING @ 24" O.C.—� GRADE N_ D, _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � _ 6 _ _ _ _ r D FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a :: iI I I=�—III m p D I I —I I —I I-1� „ (1) #5 VERT. IN FILL MONO OR STEMWALL z M _ , P 25" MIN. LAP [30" MIN. LAP] I I_I I_I I I • I IT_I III 1, 1/2 GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN ° _ — — _ —I i I= I I I —III w U.N.O. o °� _ _ W II III FOUNDATION PLAN FOR CLARITY D _ _ _ O° 6 MIL VAPOR BARRIER ' I I ( III b n• ° I I —I I I —I I I —I I R 1 7/8„ `� 'T I I I I—=I��1--III I =TR FOR LOCATIONS D o o _ 1-) ( ( �_ I I I I— #5 REINFORCING BAR —� I I _ _ _ ) ° I— � I —III— �— � I —III I i _ N z I C I —I � I —I I�— I III— I I I1x4 P.T. BASE NAILER ° 1 I —I I I_1 I 1=1 I 1—I I I —I I I- ? oI =#5 LAP SPLICE (2) #5 CONT. , 4"x4" INSPECTION NOTE: D ° o�° o I —III III III —III= I I —I I I II • �=III—I I I T — ON 3 CHAIRS III I —I I I=I I (-1 I I —I I 36" MIN. LAP [36" MIN. LAP] 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL 8 III=III—III=III—III=)III N COMP. SOIL, COMPACTED TO ° — — 8" 1'-4" 8" FILLED CELL TYPICAL I= I = I= I I=I II 95%MODIFIED PROCTOR ASTM ' �I I I (=L=I 1 I=I 1 I= CI El 11-7-I i I 101, (TYP.) W/ UPLIFT ONLY _ N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III—III-III=III=III-1 I ICI 11=III=III=III—III=1 I I-III-III—III=1 I D1557) I I I „T`—I) I—„) I„II I „I I ITI 1 f 9 MIN PSI MAY VARY PER � =1 -I 11 I I —I I I —I I —I —III III —I (I —I I I= I-1 I I= I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K °o MUNICIPALITY. TO CUT BLOCK OR POUR -I-,-1 CURB DUE TO SLOPE ,I lit 1 i , I -� I -i = I �- #6 LAP SPLICE TYPICAL INTERIOR BEARING � CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" rn 'FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 ° O° 31/2" WWF OR FIBERMESH 6 MIL VAPORmin.) 4" o BARRIER : b �• 4 T N °. A. e — I — .- ° J COMP. SOIL. 3° (COMPACTED TO 95% N MODIFIED PROCTOR 02 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 o OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB Iv PAVERS--x BLOCK WALL BEYOND 14" O.H.D. RECESS z TCh III ,�I—I�1=LI. ',� . ' .y�;��• a • III—III-�I—� -1T_I_III II =1 I I —I I i r �• � T a SEE A/S3 OR J/S6 hT I I VI I I .I FOR REINF. INFO. I UT' MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 M ADDITIONAL INFORMATION. GRADE �t�-lL, ) #5 REBAR w/ OPT. ;GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSIONJOINT BLOCK WALL BEYOND . 13" O.H.D. RECESS .Cit- N � M n' I —III 11 :. III= T III SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 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"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - 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.0.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. x SEE PLAN FOR A, CONNECTION INFO; ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN oo c — - - -° ° v ° I i- (2) HTS20 FOR STRUCTURAL _ I, ,�, F. ,I I-1 I, iI I :. I , BEAM SIZE & I �I�I CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT INTERIOR ° -3 1/2" CONCRETE NAILS W 1 112' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0p ° E_ co 6 MIL VAPOR BARRIER — II I 1 =1(I— I. I =1 � 1=1 � I_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 H. 2x4 #2 SYP P.T. FRAMING w! MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w a a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM CIO SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND 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 W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c� TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS o0 Z M BADE - 441 E ;� �.-, FILLED SOLID (SEE PLAN FOR _ _ = a 4 ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� 4 4• I=I —1 I- WWF OR FIBERMESH r z w = �- w �w — I— I1=1I I =1 I —I — — I w I_ I I_I I_I I— BRICK PAVERS or SLAB PER p o (n _ .I 1 = ! ' °• z —_ _- z a ° COMMUNITY SPECS U_ 1— 0-0 FIN. FLR. FOOTINGLU III III—III—III—III=1 I III—III—III— III�I111T11�1�-III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. �S3� "t ,� to C,h M 0 — o < E3 (/)V) :71 Cz C h "' (1)(10 IW •V — 0 w rr^ v ' F— � U 0 oM ) E— ppE U jaim — U cNi M E2 -0 M S o O N to Y L L.L a�O <0 Q �gS ai Q o B ®® v N 41✓ (D - N V U)o � m - 00 Matz N , z M!i7� C a !� Z LV w w _ .o LU U a z0 -4 i '1 CD Q � LE l�►�®j?y o W • 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z Uj mF Cn ..I �¢o� oo�o Z.� LU i � Zzz �S�W QO W'LN g cif V) Z r o 0 o J W U = Q Q moo �o c� 0 ��oa N• U_ z LU ¢af a�! � Z T-1 0OW g� F R �j J r-I-I IJ.J ¢ � z Qu-z8 N F o 01- o � z aQzo E�Zo M� W d" 06 g LU = J Z rn T__4 a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION N0. 4mO SHEET NO. S3