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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �\ P') VARIES / 5/8" OR 1/2" HIGH—'' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I 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. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-T. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & g 1 X @ 6" MAX FROM END OF 2 x PLATE N (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 L (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �RI i �� D PRE ENGINEERED WOOD -I L,�I I, I I� ( - -I 1=_ r TRUSS @ 24" O.C. U.N.O. URRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES#(; FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .IN 0. 2x SUB FASCIA 0.1 EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE v FOUNDATION PLAN o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH :-0 1 \ \ 11 b 11 bl /I FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" r, "FIBERMESH" BELOW GRADE .E c Cl) ° 6 MIL VAPOR ° — I = = z_ _ BARRIER + p 4 i o _ • • _ CN T J COMP, SOIL. ° (COMPACTED TO 95% - - fff MODIFIED PROCTOR 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 00 N C o OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND Cn DOOR TO RECEIVE BLOCK WALL BEYOND = I PAVERS I DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS M 1TI.-Luf-11 - — - �'- '•I t I— , ' - 1 lit• I SEEA/S30RXS6__'"11IT TI T37"MIN. T 0o FOR REINF. INFO. CLEARANCE N 1' " (1 STOR ) / V-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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-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. _7/r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE 7' @ 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"00/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C)2" OR 5/8"x10' WEDGE ANCHOR @ 2 O.C.) -0'A.F.F. -31211 z �31/2"MIN.ELEV. �' A.F.F. o U_ L I> CN TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT 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'-T. (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-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" SIMPSON SP1 w/ (10)10d NAILS IF 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 A INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. - ° I-1=13r1/2"(min.)- -J I/L �IIIII I. - �•F I j l 111 1.1 � I �- 1111, �I I17= EVE I— +�I I Z� .I I —1 I r I it I 11, (2) #5 CONT. 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP Cg SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GGN'G�GU��L't Qc5• 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. > F-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS Zx P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH I- �� 31/2"(min.)- 4„ "'(min.) - 4"11- -I I �=1 1-� IIT — I —I 11=1 I I I l-1 I I (2) #5 CONT. 411 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP l CC SCALE:3/4"=V-0" � S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�Noo s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 1 //_ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cC14 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR * SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM w/ (10) 10d NAILS �I WEEP SCREED INSTALLED BAR I- END OF 2 x PLATE 2x P.T. PLATE W TYR PER MFR INSTRUCTIONS w ° ASSUMED FINISHED E #3 OR #4 REINFORCING BAR ° GRADE 40 MIN. F- 40ksi M e GRADE �, o ° ' z #3 & #4 LAP SPLICE y ° D FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a p . MONO OR STEMWALL ° M _ a ° • . 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN o ' + ICI I - I I gLLI FOR CLARITY D o °� D _ __ _ _ _ °O 6 MIL VAPOR BARRIER - I I ° ° I 1=1 LEI I �_ O° R 1 7/8 +I -I II ° ' I]ZI-I I�--III- _ r #5 REINFORCING BAR -I I I=1 1=1 I i_I I I f I I_I 1=� I —I �I 11=1 I N Z —I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @241' O.C. W/ T EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH T n tIl I�IIIk 9 I I —III —I I —I I I_I I I —I I I_ z I �- (2) #5 CONT. 0 0° _ _ ___ I II • R-11�11�� #5 LAP SPLICE NOTE: ° i=1 I E I Eli I I=I I I=1 I F91 2 Is r_ _I11 M I -III I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS a I I I —I I M I I=1 I I —I I I III= N _ ° ) 811 1-4 8 *FOR BEARING WALL I=III=III=I ((--II1=111=1 '- COMP. SOIL. (COMPACTED TO - 1 (TYP. W/ UPLIFT ONLY III=1 I I=1 11=111=III=III=1 I=1 I I=1 I I=11 =1 i t=1 I I=1 I I= 11=111-) I D155MODIFIED PROCTOR ASTM l� 1� i l �I 1 �I (� I I�-TI �� r 10" -III-1 —I 1=III—III—III-1 =III —I I I—III—III=III—III—III- 4' 1'-4 #6 REINFORCING BAR #5 STD. 90 HOOK -11=111-ITL-1I ; Ti ;1Ii1;,IiI TI iT=i 11=1T►-1 �- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD_'*"1 TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 00 MIN. TYPICAL THICKENED SLAB EDGE rL_,� SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d N ' Cl) 'a . - bo & r-_7-T\ R SEE A/S3 OR J/S6 -IL t E. Ml ,+ T FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) 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"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN �j 6 x 6 OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 AT 24" O.C. MAX. FOR TRUSS f \ Cl) SEE PLAN FOR CONNECTION INFO(; TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & C 1 CONNECTION INFO P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB 0� _o" CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR180# MIN. TENSION 120#) CONCRETE SLAB 60 BARRIER =1►1=1 —I —III=1 I 1=I 1 I- ' II,,,III,,,III,,,III, 41, 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 + Nr ID 2x4 #2 SYP P.T. FRAMING w/ =1 i -�=I MIN 7/16" O.S.B. SHEATHING SEE A/S3lJ/S6 - " v g z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 x > SEE TYP. WALL SECTION FOR ADDITIONAL j +�+ 6x6 P.T. #2 SYP SLAB INFORMATION J rM oLU W ABU66 SLAB STEP & RECESS S.G.D. � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"xT TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 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 _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 z GRADE a - - - - E M FILLED SOLID (SEE PLAN FOR a _ 6 x 6 W1.4 x W1.4 11 SIZE AND REINFORCEMENT) C7 ;III=III ° ° • _I=III=III=III=1' WWF OR FIBERMESH T Cl) BRICK PAVERS or SLAB PER COMMUNITY SPECS Z I=— w �p O w w p o v " � l—III—I —III—III—III—I LL+ I I I=1I I 11=1 I_I I I; Z -III= ! ° q =- _ _ III_ - _ - — "' < ° ° 0-0 FIN. FLR.� 1 —I —III—III—III—III —III—I 1=-- FOOTING -1 I I III —III —III —III —III III=1 I=1 I I- Il i 11 l 11 i 11 l 11 11 l l , ,l l-III-III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i ! = zo - o z� z n LU - +-� IU •V — 0 W ti o c) o Cl) m N LU p ai C (6 M = W CJ o 0 0 ,_ `L <co) Ib o Y I �0 <o Z W s• ` )IMP.210P.; _wd••�j °' W �� aw f_' o W V a io o �&�� ��mC-46 N E CP•— C ZE N F �©W yeti �ivw�rG. � h Q. °RCIFes�� 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 Z Lo LU z 11 U) ~ Q W ��oo Q zWz� z W W J J ZLU o U / / Z QL F CZ ^q,, O "a V ~ p � W o = ¢ L1 . 0z �Ne <o� o * (V IL- Z ` Z W Q Q d" a¢f� oW4� Z h EWE Z u.i =�ZL, w � F U gam Q �¢z A trz W = 0 O �o m LU �z Ln o SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION N0. 5ml SHEET NO. S3