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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 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 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP,) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. T I I —I I D PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.E HURRICANE ANCHOR @ EACH I . I III I I - --I I I" TRUSS (SEE UPLIFT SCHED.) W/ 8" I I I -'' 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" SN1 ELEV. VARIESAil FOR ADDITIONAL SLAB `S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM (U.N.O.) (OR 5/" 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"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 Ill FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-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 IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ x3/16"PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 d ° A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH d d ° �31/2"MIN. ° �N. d ° "9 a ° d a ELEV.-01/2 ° °d X) A.F.F. CONT. U— ri D ° 1/2"(min.)- 4 c j IIfi1111 N oo r — — — — _ °o o t GARAGE DEPTH VARIES ° °° 31/2"(min. -4" �I I I— d1I— d7TI— g (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR t oO P0" 'C�E�S�GJ PCs' 10� EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERTIN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N . LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 HOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE 'IS" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W! `SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS 04 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ---�� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED 11 PER MANUF. #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.--� ' ' GRADE 1, D D ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 r- (GRADE 60 MIN. Fy= 60ksi] (1) #5 VERT. IN FILL MONO OR STEMWALL ? M - - D. FINISH GRADE g 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD ( ° - CELLS SEE FOOTING MONO SHOWN p o s U.N.O. FOUNDATION PLAN FOR CLARITY ° D D ° D _ _ _ °O 6 MIL VAPOR BARRIER - ;. ° I �I I I —I I - T � R 1 7!8" _ _ _ _ _ _= I I I— I —I I �� I- #5 REINFORCING BAR -� o FOR LOCATIONS) p p D ° = I=f =1 = = = I _ m„ z 1x4 P.T. BASE NAILER D ° III -III= =III=III=III= ? ,I I D ' I —I I i�-I I= #5 I All Ill 4"x4" INSPECTION o° I=I I=1 I I -I 11=I I M I I=11 2 NOTE: ° P =III=III=III= L• l n 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL g III= � I= � FOR BEARING WALL =III= =I 1= I -I I I- 1 , -_ - -_ _� W/ UPLIFT ONLY - - - -_ COMP. SOIL, (COMPACTED TO D 95% MODIFIED PROCTOR ASTM I NOR MIN. 2500 PSI CONIC. SLAB _ _ _ _ 1= I 1=III=III=III= I 1=III=1 D1557) co AT GARAGE CONTRACTOR=III=III-III= = =III=1 , MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR -III-III— I -I I -I I I -I I 1-I I 1=I I M I =I I I= (_) =I I= 11= 4" 1'-4" 00 MUNICIPALITY. CURB DUE TO SLOPE i TO CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING m ` "FIBERMESH" N M � ° ` DECO FINISH 4" to 6" BELOW GRADE I 0 g SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1,4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR ( I00 min.) 4" c C:)C BARRIER 1 • • N a v GRADE ° J COMP. SOIL. — ° T _ O0 - • - - - N (COMPACTED TO 95% I _ _ _- _ ° =(1) #5 REBAR W/ OPT. � I MODIFIED PROCTOR _ _ - S E NCLOSURE —II II, II —I . ' 00 ASTM D1557) MIN. CLR. -" --' 14' (2) #5 REBAR CONT. 3" 8 r ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L � SCALE: 3/4" =1'-0" S3 SCALE:3/4"=V-0" S3 Q co o OPT: DEPRESS SLAB 5 Y" `- DEEP AND 6" BEYOND - E E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-t BLOCK WALL BEYOND 14" �•O.H.D. RECESS � z � T 411 as'CL CL T .~ I� ff- T .. `. SEE A/S3 OR J/S6 Li I II �,„ I I I IllT 0o FOR REINF, INFO. 3" MIN. CLEARANCE s 1' " (1 STORY) If 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT I 13" O.H.D. RECESS c� CV ' c") ��I I a.'• y T c Tom' Ili .` : ': SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=l'-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT ° a a INTERIOR a -31� d ° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Cl) 6 MIL VAPOR ===1 '� 1 l BARRIER =1=I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=l'-0" S3 TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END 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 ° '31/2" min. (2) #5 CONT. �- I ' 4� ' �',-1,i $ I U.N.O. M� TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D w r a N 10° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLANoc (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT, > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1,4 WWF OR FIBERMESH r D I f��•�-�T � I= . I I I I I I —I I I —I 1— r (2) #5 CONT.- ON 3" CHAIRS TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) n I r WWF OR FIBERMESH N_ I\ I I M I i I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE Cr j w 6x6 P.T. #2 SYP w o LU ABU66 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" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DR SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS Ems, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1 A `I � SIZE AND REINFORCEMENT) T WWF OR FIBERMESH PAVERS or SLAB PER ° 0'-0" FIN. FLR. /:!RIKC OMMUNITY SPECS III=III-1 I I=1 11=1 11=1 11=1 11= 0000�� , ,. ,��000•, o000 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=l'-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. `Q ' M 00 GRADE - a ° W ;III=III a a.=11I �111=III=1' z= 1=1—I =1 1=1 1=1 11=1 W 0 o N = II II II • • o•=1=1 z U- 0 _ 1=1 =1 1=1 1=1 1=1 =1 1=1 1== W —I I —III —I I I —III —III= FOOTING 11, 111 11111111111 111 ,11—III-III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 zCD -o z� z a E3 CC cn U U, -I--' LLI �U — 0 W U o0 FaW ® ~ N M Lu .O M o ono t, U.)g s rn Q d A 1 B D. 7se N N M (O Z � Z N z w i U) -- ^ o W W Q_N"� ° �' LL0. W V ¢ �� azom.�l m Z �� a N¢ M a W o ��ti�\\111itE1lt3/�i0/a -- , 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com LU f F (/� U) Lu oo�ao Z U Z -J IS � z x z 'Q E ) z �o U U = `� r" Q C) Z o�z 7 0 U � 2 a O w a a Nr m o o $� Z Z < t J W Q L1J Q Z Q Z gam L z M N Z t7u�i az$ O mLU O rn ,-i a UO o SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. S3 (MONO)