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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 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 �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.WL COMP. SOIL. ° (COMPACTED TO 95% - MODIFIED PROCTOR 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" = V-0" S3 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 3 1/4" 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 W n NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c CV °D - Z M I , 6 MIL VAPOR D BARRIER C 4 � D :' • N T OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) p 1 �I �I I �I m ° =�1 I I- I MI I I . I II iI I I I ITI II (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESHCn ° II —II —II III= I 8„ - ��"..—...r.. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —\ G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1 " x P.T. STUD #5 VERT. IN FILLED CELL 04 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE ° 00 o D D ° o I —III —III —III —III —III � ° III=III=III=III=III—III- z D ° I-111—I 1 I —III —III —III —I I _ g ° D D II 111j11111111j111I IIIIII; T III—III—III—i i �— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. C -. C IA14 A.. IAM A 00 SCALE: 3/4"=V-0" GRADE II i � Ilr ifr EF #5 REBAR w/ OPT. PREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 14' 13" O.H.D. RECESS z O.H.D. RECESS _ N , M , _ I 0? � 60 1:4�r l l= '.a. 44�'.: � III 'll�� '.a� •, '.: 1 III —III—II 1v I —III, SEE A/S3 OR J/S6- _1 I I I I -I I„ I FOR REINF. INFO. _I I 13"MIN; CLEARANCE 1. 1 4 (1 STOR)') / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 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/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. 2" O.C.) z 3 1/2" MIN. ELEV. -0'-3 1/2" (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ (U.N.O.) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"016" PLATE WASHER (TYP.) FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY"IF SIMPSON SP1 w/ (10)10d NAILS NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS L 3 1/2" MIN. 1/2"(min.)- 4" MIN. b SHEARWA SCALE: 3/4"=V-0" QGS j\�oS�CUP 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 FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6 W1.4xW1.4 \ I WWF OR FIBERMESH 00 31/2"(min.) - 4" =1 11 III! III- '' (2) #5 CONT. 4 -44 U.N.O. MIN. TYPICAL BEARING WALL a@ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° . D GRADE 40 MIN. Fy= 40ksi � #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] -K11 °FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER -III D ° I �I�I -1=I I - -' #5 REINFORCING BAR R 1 7/8 —� D 11=11 I-� I I�-lT�I-I T T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO _ ° _ _ 95%MODIFIED PROCTOR ASTM ' ��I II illL M � I lM=1I I=T=1I1- D1557) ICI Ir�rir�� rT�'Irr �IT—T 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2"HOLD GYP. BD. 1/2" FROM SLAB 0. J CONT. BEAD SEALANT ° a a ¢ INTERIOR a a -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 C E: N 1=1 1= 11- i -1 I I-1 M 6 MIL VAPOR —_= i'�I 1= = I 11 11- BARRIER =III=1 1 1 111 11 LI111I IIIII I11111I IIII � 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH K. S3 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 LU w END OF 2" x PLATE 0 D LU CL I —I I —III=1 LU 'I-1 1LI I D • III,;,I 111— I=1�L (2) #5 CONT. =1 I=i ON 3" CHAIRS (TYP.) 1/2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-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 2600#) . 6x6W1.4xW1.4 WWF OR FIBERMESH r III I I I —III —III—' r 8" SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 6 6 W1 4 W1 4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2 RECESS FOR WWF OR FIBERMESH N () SEE ROOF PLAN S.G.D. (U.N.0.) 10d NAILS TO TRUSS TOP CHORD CO AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO M a A. TOP OF BEAM NV & LAYOUT DESIGN SEE ROOF PLAN _ _ - - -° a : a C ' I I IT_I; ° I I_ (2) HTS20 00 FOR STRUCTURAL -r I, LL�r� L-rrLl , I . ' m a BEAM SIZE & N ' CONNECTION INFO r> = I 87 d 2x4 P.T. PLATE ii Tits• os.e. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w! SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING-' 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE CC > SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. Uj s w ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V4 S3 SECURE 2 4 P T BTM PLATE X SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" FlCOLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS �_ TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, MAT REINFORCING. f SIZE VARIES PER PLAN CONT. FOOTING STEEL M W/ MIN. (2) #5 VERTICALS oo GRADE a a FILLED SOLID (SEE PLAN FOR - - - a SIZE AND REINFORCEMENT) c� = I a � �= I—III=1 I=1' Z= W� I —III I —I 1=1 —III—I ! w a LLI 1=1 I 1=1 11=11 I- Z BRICK PAVERS or SLAB PER p o -III=1 ! • ° a _ z 0'-0" FIN. FLR. COMMUNITY SPECS " - - - - - - - - 00000� .00000000 .• �. I —I —III —I I1=1I I —III —III—III— FOOTINGLU 1 III-1 I I —III —II I —III 1=1 11=1 I I_ II; llll�-11111-i1�1 11�1 ,ll -III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 U "' Z co 0 - o z00 z a z C Lu ru o Z — 0 LLJ c _ �Ln ~ 'v U 0M o - m W F — - 8 N � , co M2co _ O -0 0 J__LL. 00 U co = IC Q O) N V d : rn Q o Al® BID N yC N N M ODD C 4n Z W MNOZ z � o '4 W q -M w — a o in LU N`��° c Z Cn-E LL Z Q V — N Q W ..je... ;s f: ��NSE �'• :j . 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. L A R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Oz 0 w� z F J Wa00 Q ooia z U LU �25zz Q �� a9Q� o �o _ J v u O Zz J Q > o a zZ 5 z _0 fu 1� 7 O Z o a v) M M Q o W 9 LL opz p -.P 81 o. J Z o6 ::D I;o�a � o a N N z Q� Hof Z z NM-2 N irao�� w J ern rl 111 2:Q w = a Z �Y< g�� Ln ,--I Q z z � 0 << o S Mk W M 06 4� J = J z 4 ,--I a o SCALE : AS NOTED DATE : 7/30/2018 TECH : MJAM ES VERSION NO. 10 SHEET NO. S3 (MONO)