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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES 5/8" OR 1/2" HIGHS 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 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'-6". (2) J @16" O.C. W/ (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 & @ 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 PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT RT Ii• �I (II I —I ° • 11=I 1 EL—=': 1=—I q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD MIN= "�- TRUSS @ 24" O.C. U.N.O. r— (- HURRICANE ANCHOR @ EACH II —I I I TRUSS (SEE UPLIFT SCHED.) W/ 8 � II " — �+ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR FINISH ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND "FIBERMESH"WlAXW1.4 WWF OR DECO FINISH 4" to 6" BELOW GRADE Z!r � r• ° m—� ° D D i � � 0000 6 MIL VAPORCD BARRIER I I ; p 4 D I _ N COMP. SOIL. _ (COMPACTED TO 95% MODIFIED PROCTOR TTT ASTM D1557) 3" MIN. CLR. LID (2) #5 REBAR CONT. 00 ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE ,2 U.N.O. DETAIL) z TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 O) OPT: DEPRESS SLAB 5 %" 00 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS/DRIVEWAY -' CONCRETE SLAB 14" LAD I0 PAVERS O.H.D. RECESS z M - I SEE A/S3 OR J/S6 o FOR REINF. INFO. 311 MIN. CLEARANCE N N 1'4" (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) o` 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. -T/IF 7PF II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS ) ( @ @ () (U.N.O (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (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" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL W/ 5/8" x 10" "J" BOLT @ 24" Q.CID EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (T INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A 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 SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 211 WWF OR FIBERMESH3 ATTACHMENTS ELEV. 4-3 1/2" z 1/2"MIN. 3 1/2"MIN. A.F.F. p o ° ILL TI I'31/2"(min1'31/2"(min.)-4" - p ° A 31/2"(min.)- =1 T I I, 1Il 111 III= 1 1 I I 1 1=11 , #5CONT. 41„ �III�Tj4�1,1�1„I ill— (2) I1' U.N.O. MIN. TYPICAL BEARING WALL"" STEP "SHEAR WALL" SCALE: 3/4"=V-0" 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) SIMPSON 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 PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I ° !"(min.) - 4" jl I- =1 911- I ICI (2) #5 CONT. 411 r I I —I 1j��41r I —I I 1 11 I Q11 U.N.O. MIN. rCC TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 10o��N INSULATION PER FBC AND ENERGY c EXTERIOR WALL FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 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 Fi00K DETAIL BOLT INFO. 5/8"x6" "J" 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 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2 x PLATE w TYP. PER MFR INSTRUCTIONS Uj D ASSUMED FINISHED E #3 OR #4 REINFORCING BAR L - D GRADE 40 MIN. F- 40ksi _j T a GRADE r �, i ... . . . I D ° ° p z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] _III —III —I I ( p FINISH GRADE a (— MONO OR STEMWALL ° ? Cl) ' -0 . D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN o —" I=1 I =1 I I - W I I' �= I I ( D•° 11 1 I i1 FOR CLARITY o D °P 00 6 MIL VAPOR BARRIER =T I I p D ° 1 �I—III—I I _ O0 Cn W t A. R 1 7/8 I I- -111=1 I-1 T—II —, Z #5 REINFORCING BAR —I► (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH � d. an n I I I=1=1=1=1=1 z I I —I I —I I J—I ff 1 I (- — ° — — • III—�—�=1 I 1=1 2 #5 CONT. _ r � #5 LAP SPLICE () III II --III I I- I I I I=1 � 1-1 � 1-1 11-1 11=1 I� •�}� •�7� I "CHAIRS NOTE: g ° ° III —I —III—I I —III —III— N . . II ° a . —III—III-1=� I 36" MIN. LAP [36" MIN. LAP] ON 3" 8" 11�,1 8" COMPSOIL *FOR BEARING WALL = 1= I— I 1=) —1 -1 T (COMPACTED TO ON 3 W1 UPLIFT ONLY III=1 I I=1 I I-1 -1 -1 -1 -1 I -1 -111=III-1 -1 I I-1 I=1 I I=1 95% MODIFIED PROCTOR ASTM 10" i III I��I— =1 4" 1141 #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING I —III —III —III —III —I 11-1 1-1 11= i' FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�� G WALL W/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A. av GRADE 60 = — -f7==jR • .Q II Ill I(I III=1' _ (1) #5 REBAR w/ OPT. I 1=11-11 1 KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M (v .4 :.• •. . s M . 4 , 00 '� IIHI •..• + a •• I. I II •. a. . I r I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC iRY) 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 SEE PLAN 1 1/2" RECESS FOR VARIES 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 I I AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IV 4 SEE ROOF PLAN — — 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO r M — I 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. _W SCHEDULE SCHEDULE OPTION #1 ixQ SEE TYP. WALL SECTION FOR ADDITIONAL I Q P1/2" GYP. BD. COLUMN LOCATION .T. 2x > � 6x6 P.T. #2 SYP SLAB INFORMATION. HOLD GYP. BD. lj 1/2" FROM SLAB o Uj ABU66 SLAB STEP & RECESS S.G.D. M 014. Q a CONT. BEAD SEALANit T SCALE: 3/4"=V-0" S3 INTERIOR °� ° a -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° M 6 MIL VAPOR � =1 BARRIER — 1 I =1) I=1I1= =1 11=1 I —I _III Ili 111 ill I�' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0"QS3 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 -, W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z g GRADE a - —_ —_ — E M FILLED SOLID (SEE PLAN FOR a a _ = 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) C7LU I = ° °•= I WWF OR FIBERMESH r, BRICK PAVERS or SLAB PER COMMUNITY SPECS a w p rn = L` � � ff z - = • • °• —_— —_— - z_ — — — " 2 a ° —JLE — 0-0 FIN. FILM 1 I I —I —III=1I 1=1I—III —III—III FOOTINGLU =1 III=1 1—III—III—III III=1 1=1 I_ BEYOND PAD REINFORCEMENi—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 v Z M _ o z z a V1 0 w •U — 0 Lu C) o r- CD CV LLJ W M Z !1j `f%j O O N L U_ III, U 000 co <t CD 39 o v d ca QAl I B D® r 2 rt zo Z � �N�Z � z U)V /may in �- o a Uj LU ELL a V � in z o 0 Z LLfA UE�'� W a N : m Qpq OrU U F W W W.F.D.. 1•J'(3.C,U ° •ate �'- r ,•r.=� r 0 C< . ti�C3 Co To the best of the Engineers knowledge, Information and belief, as ura plans and speccations 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. L NA 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com z f a �//�' VJ x _ U< z O U Q zB a �'-- = o W z W a Qa u , SFLUo Q� Z o r U L I'_ s� Z �.../ ul cu Z �E 0 a J W � O 3:F— T"I 0 � ck ORN � Z¢Z � W Q oho Z Z •-I Eo�W W J Lr) 15 0 0< W ij t-i tl! Q Z a o v F F Q Z 110 00 rq Z RZS ao O Z U W 2 Z ¢� rn T_q 0- 1 U-) 1 o SCALE . AS NOTED DATE : 10/29/2018 TECH: MJAM ES VERSION NO' 4mO SHEET NO. S3