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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS @16" O.C. W/ (2) FOR WALL HGT. > 8'-6". 161 TOENAILS T 8 B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;i APPLICABLE. 2x P.T. PLATE V4 DIA-U-1114 IAFUUNZ5(CVZ4 U/Uli 6 @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE If (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 IF 7,s t (2) LAYERS TYPE I OR TYPE If I A (#15 OR #30) UNDERLAYMENT la 9 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I> REQUIREMENTS SEE R905. PRE ENGINEERED WOOD --------- 4 TRUSS @ 24' O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH ZTYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" T-Y 7P) ///�METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU I N LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESJIIIIF� FOR ADDITIONAL SLAB 5/8" OR 1/2. HIGH--___�' ALUMINUM DRIP INFORMATION. STRENGTH CEILING EDGE 5/8"OR 112" 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 III @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE 'X!' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SPI w/ 8'1 NOMINAL BLOCK WITH TOP PLATE (110) 1 Od 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 "x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. SIMPSON SP2 w/ Ox 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-x3116" PLATE WASHER (TYP.) WALL HGT. < V-13". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"1 TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-13". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xlO'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4' O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/ 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) 1 Od NAILS _01' OIL 2"04/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0' (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10'WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL �4 A. F.F. O.C.) ATTACHMENTS 211 \/6x6Wl.4xWl.4 4_ 31/2"MIN. 31/2"MIN. 4 4 4 4 4 4 ELEV. 4-31/2" 'dk o 4 JL 4 2x4 CONT�/ A.F F 77- 4 4 4 4 A /2"(min 4" 2� 1/2"(min.)- 4" Co ;0 ;0 4 C14 7,41 h-I I A 4 4 31/2"(min.) GARAGE DEPTH VARIES 74".. 14 I= !±qT (2)#5CONT. 811 (2) #5 CONT.9 411 11-41' U.N.O. MIN. U.N.O. -IN. GARAGE SLAB AT STEP B� TYPICAL BEARING WALL Cdf STEP C@ SHEARWALL rc,�'� TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-0" S3 BOARD PER CQUE kum 5,18 LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE ')C'@ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM , \,TN. 2x SUB FASCIA /-2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD. ABOVE) VV/UKYVVALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD SCREWS @ 7- O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY CEILING & 8" O.C. WALLS 8'. x8"X16"KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 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 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ 8 C.M.U. TYPICAL BOLTINFO. 5/8"x6""J" BOLTS BOLT 5/8"* x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" 3RD LAYER 1/8" THICK. 0 K.O. BLOCK (10) 10d NAILS NAILER 3 @ 24' O.C. VERT. OR PLATE WASHER TYPICAL I .- I STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON 5/8"x6"EPDXY BOLTOR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE TYPE"S"MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4' TAPCONS x SPACE ANCHOR *SIMPSON SP1 I SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR f_2XPTPLATE 20- MIN. LAP [24' MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM wl (10) 1 Od NAILS FIBERMESH BAR / . . C14 WEEP SCREED INSTALLED END OF 2"x PLATE -N,, 2x P.T. PLATE LU ARCHITECTURAL TYP. I PER MFR INSTRUCTIONS 0 . E OR #4 REINFORCING BAR LU L 7 ASSUMED FINISHED FINISH GRADE --iiAD ksi C14 FG E 40 MIN. Fr- 40 _j 1x2 PT WD FURRING @ 24,11 O.C. it I A #3 & #4 LAP SPLICE (L I [GRADE 60 MIN. Fy= 60kSil I> (1) #5 VERT. IN FILL MONO OR STEMWALL----,, J FINISH GRADE 60 2 25- MIN. LAP [30' MIN. LAP] 1/2" GYPSUM WALLBOARD-,-----' CELLS(SEE FOOTING MONO SHOWN )< W U.N.O. :> r> j 00 00 x LU FOUNDATION PLAN FOR CLARITY a 6 MIL VAPOR R A PP -FP I> 7 X 7 3?W, (n #5 REINFORCING BAR R 17/8" X FOR LOCATIONS) t> ;> I> I> I - - - WE IlElr= (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". 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 2600N) G E 6 x 6 W1.4 x W1.4 a WWF OR FIBERMESH Q !6 A r 1x4 P.T. BASE NAILER IN 1=1 I 1=1 1 -11 F! z Iff; I APqPI IrP (2) #5 CONT.- Jr- 4"x4" INSPECTION I> t>'% NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL ::I I I�El I F-_1 I I- I IEI I C& COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL ! 11 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB 9! c,) AT GARAGE CONTRACTOR �El I 1EI I IIHI I FEI I IEEHI 11-111 1 1 1_:!1 I 1�_= - D1557) MIN PSI MAY VARY PER (f) 11 IEI I IEI I IEI I FEI I IEI I IE - �1 I F 4" V-4" 4 TO CUT BLOCK OR POUR 0 MUNICIPALITY. CURB DUE TO SLOPE a CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING 5�4 W1 4XW1 4 WWF OR rE 1 4 "FIBERMESH" - P E DECO FINISH 4"to 6" j BELOW GRADE 00 I A SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 Pi OP 3 1/2" WWF OR FIBERMESH 6 MILVAPOR z (min.) 4"--,, BARRIER 4 t> A 4. A !6 GRADE C*4 COMP. SOIL. 4 00 k-, (COMPACTED TO 5% (1) #5 REBAR w/ 0 7. MODIFIED PROCT S E NCLOSURI LID cc ASTM D1557) T' MIN. CLR. Cn (2) #5 REBAR CONT. ON 3"CHAIRS TYP. 1-41 STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE c SCALE: 3/4" = V-0" SCALE: 3/4"=VI 9- OPT: DEPRESS SLAB 5Y2" E DEEP AND 6" BEYOND 9 0 DOOR TO RECEIVE BLOCK WALL BEYOND E PAVERS / DRIVEWAY CONCRETE SLAB 14" P AVEI is OHD RECESS 7 4" 0? P CL FOR REINF. INFO. 3. MIN. CLEARANCE 1 .2 1 (1 STOR V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1 (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS �4 co OP 4" ..;11- 1 ..4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3"MIN. CLEARANCE V-4- (1 STC RY) V-8- (2 ST 2RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT _j 4 4 INTERIOR 2X STU 4 4 -3 1/2" A A GARAC CONCRETE NAILS W 1 1/2 1/2"GY EMBEDMENT @ 12" O.C. W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6W WWF C� Cn 6 MIL VAPOR M 11- BARRIER 1= = -1 = = I- , 4- 4- INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 3 SLAB INFORMATION. ON 3"CHAIRS; 36' MIN. LAP [36' MIN. LAP] 10" (TYP-) 1'-4" 8" 7=7 '�--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. � �3 SCALE: 3/4"=V-101" EE PLAN 11/2" 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.) WWFORFIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS Cl) AT 24" O.C. MAX. SEE PLAN FOR jh CONNECTION INFO A TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN A A S : - A A (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 41 i�! CONNECTION INFO A . . . . . . . . . . . . . . 9 2X4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ 7/16" MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 pft%a�k O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. co 0 ULj SCHEDULE OPTION #1 COLUMN LOCATION Ix _< SEE TYP. WALL SECTION FOR ADDITIONAL _j 6x6 P.T. #2 SYP SLAB INFORMATION. LU W ABU66 SLAB STEP & RECESS �b S.G.D. Cn SCALE: 3/4"=1'-0" S3 DS @ 24" O.C. U.N.O. E SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING PSUM WALLBOARD U.N.O. YWALL SCREWS @ 8"O.C. LATION PER CHART OOR PLAN BEAD SEALANT 1.4 x W1.4 R FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 8"MASONRYWALL EXTEND FILL CELLS 2 E CONT. FOOTING STEEL MAT REINFORCING. Q GRADE 11 4 uj 40 LU I IEEI I Mi I IE�l I I LU 0 LU U) z R ICK PAVERS or SLAB PER 00 0: 01_011 COMMUNITY SPECS LL R I - 1 ;1) FIN. FLR. _::I I =-I I I='I I I Ei 11 FOOTING YOND A. PAD REINFORCEMENT SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE 4. CONIC. PAD INFO. SEE SCHEDULE A TAPERED COLUMN FR MING rCD12 PATIO COLUMN FTG. DETAIL � �N SCALE: 314* = V-0" SCALE: N.T.S. �3 0 0 0 0 :E 01 Cl U (D-M 0 LU Cn 91 Cn 0 00 -00 Of- W L 19- 8.k < A I A C; z UA LU ALII !!:g.RDSE1t41 0=1CU r 'INN To the best of the Engineees knowledge, information and belief, the structural plans and specifications contained within these dravAngs 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z 11 C/) j 00 01 uj z L.0 JgE.- 0 < _j 0 F_ Z H z _0 %%..00 C45 (A3: 0 0 > 0 U < in Rz Q0 0 LL 0< < Luce < 00 V_ L2L r*4 Ln tj _j V-1 I LU 2: < Ln 0 Z U t- z 0 Ck Z LU rA z uj x rn 1 T-4 10- in 8 SCALE: AS DATE 1111/2/20118 TECH: KFRAZER VERSION NO 42 SHEET NO. S3 (MONO) Is"