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—j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 : P') I VARIES / INSU 5/8" OR 1/2" HIGH---- 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) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 81-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & g @ 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ► ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT °' . ° ° c 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/ 8" 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 SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. ALUMINUM DRIP EDGE ,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH " GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / 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) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (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 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" 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 L 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL ° ° A.F.F. O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH ° z �31/2" MIN. �31/2"MIN. a ° ° , ° ° , ° ° 4 ° ELEV. 4-3 1/2" a ` A.F.F. O ° ° ° 2x4 CONT. ° ° w „ a ° ° 1�"(Imin.)- 4 L o 0 0 ° I ° ° g ° ° Q ° ° N •rs • 0 •• — rn _ GARAGE DEPTH VARIES ° ° 31/2"(4 4min. - 4" - 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" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ems• 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. > V-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(mina 4" U V� 1=i 11==rr11= .II.�II.�11.'; 11.�11�•IL�11�1�'-�II�I1.� , • • ♦ • /• • • • EE SOFFIT, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N4 s SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY ,c"� 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT SEE CC/S3 OR C1,11 #5 VERT. IN FILLED CELL LAYERS W/ TOTAL FINISH THICKNESS PER AST 7 C. 26 APPLY 3 ADDITIONAL INFORMATION G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" _8" C.M.U. TYPICAL 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 TYPE "S" MORTAR 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 *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM FIBERMESH w/ (10)10d NAILS L WEEP SCREED INSTALLED BAR END OF 2" x PLATE `� 2x P.T. PLATE :. w ARCHITECTURAL TYP. T c PER MFR INSTRUCTIONS W ------ARCHITECTURAL ASSUMED FINISHED E #3 OR #4 REINFORCING BAR W SCALE:3/4"=V-0" � S3 :. - 1 = = ... OR I ,11= 11=1I'►1, IC�ril.�ll lhl�a FOOTING MONO SHO� U.N.O.FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR ► Pa ►E . �11lL�l.11;.�`II-�11;REINFORCING — —' • -=11=1 x I NOTE: � 31/4 BASEBOARD " PORT AT EACH g I � 1=1 FOR BEARING WALL —i T * 1=III=III=III=III=III— COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ —_ —_ _ _ __ 95% MODIFIED PROCTOR ASTM — MIN. 2500 PSI CONc. SLAB �, AT GARAGE CONTRACTOR _ III=1 11=III=III=III=1 =1 I I=I 11=1 11=1 11=I 11=I 11=1 I =I 1 1=III=I D1557) — LO MIN PSI MAY VARY PER TO CUT BLOCK OR POUR _I I =1 I I —I i t=1 I I=I I I —I 11=1 I I —I I I —I I I —I 11=IIi=1 i t=1 I I=III='' "—'=I I I l i 4" 1'-4" 0o MUNICIPALITY. CURB DUE TO SLOPE -I I I--111 ,I l l� �l l l it l l_„III ;III Ill i t l_ CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE m W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" "_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 _0S3 "_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. ► se �Z 6x6W1.4xW1.4 $ CO)I ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► - ? r- min. 4" BARRIER D; C 1 < a a GRADE COMP. SOIL. ° (COMPACTED TO 95% �8 MODIFIED PROCTOR — co ASTM D1557) 3" MIN. (2) #5 REBAR CONT._/R. ON 3" CHAIRS TYP. 4" 1'-4" 1 STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 Q o OPT: DEPRESS SLAB 5Y" DEEP AND 6"BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY g` CONCRETE SLAB 14 PAVERS O.H.D. RECESS ° � 2 o ., ej •t• ' L TrT — — 4" L T SEE A/S3 OR J/S6 T ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 lam' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "11=1i'�II'�11`=11'�II'�11= 11 - 11�I1�i1�11�11�111�111�11�11�� • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E ;d N M S • :. ' 4" °Q 4: •{' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� Q J CONT. BEAD SEALANT ° ° a INTERIOR ° • ° • -3 1/2" 1 T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB L ad T C _' N' i I —III— I I r� =1 I I=1 M 6 MIL VAPOR BARRIER J I— ' =1 11=1I- ' _,Illiiilll,i,lll„illy; I�' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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#) ci E 6x6W1.4xW1.4 WWF OR FIBERMESH r =�i ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR 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 r- M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO L ° • TOP OF BEAM &LAYOUT DESIGN a .. SEE ROOF PLAN 60 ° ° a ° (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & — m a CONNECTION INFO '- ° I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM 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 w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND 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/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS L TO FOUNDATION PAD : .� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT L �, w/ MIN. (2) #5 VERTICALS 00 ? RA a —_ FILLED SOLID (SEE PLAN FOR - — — a _ ° 6 x 6 W1.4 x W1.4 %� SIZE AND REINFORCEMENT) cp =III ° °• 1-11 =III=III=1' WWF OR FIBERMESH r C') Z= F—I 11=1 —I 11=1 1=1 1= w III=1 II I I=1 11=1 1 1- ° a BRICK PAVERS or SLAB PER o wLUw Z 0 0 = -1 I I=1 • • �• — L_ z 1 COMMUNITY LLJ •. CIOTING - • - �i � %i is � ;�i`i�i i `` •`i `i`i TAPEREDD INFO. SEE SCHEDULE „ION FOOTING WIDTH �C�Dl COLUMNPATIO U� z$ z� a C9 4--Jw in •U — O W to c H U Cl) m W C) N th ns � o s• N N zG h N $ qt Z �4D Fi z LL r Rl W .; W ° w Lu Q o a U) .gyp Q LL Z N LU U o SENGjCOMJf�/�I/ 'NSE ,N > 2° <. FESS�a�P\\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Fkxida 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 W za It (n a 1 L 0 1 pJ 0 > a- < Z N rl z a� III F o rl z 19� - Q LLLn J di Z rl LU Z ► Fp 00 Z 8 r0 Ln oo Z g = G uj .-4 1 a Ln o SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S3