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Cr v _0 in 0 0 P 60 N I x N M O -v 0 2n 0 0 J 0 d Z3 3 a 0 i v a 0 x c J c� U C -) cal N U a> 0 a. a 00 0 y N W I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ wl (2) 16d TOE NAILS @ EACH END a „ „ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X„ @ I GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ I S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW [ I 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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. I (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. I 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ @16" O.C. W! (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. 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. > 8'-6". 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 wl (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 2I 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) " " 0'-0" 2"°x3116" PLATE WASHER (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. OIL O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II c ° ° A.F.F. �� @ 24" O.C.) 2 WWF OR FIBERMESH ° 2 WWF OR FIBERMESH ° (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -I (-I I -I I -I t° ° ° ' I I I= �I I= I �- I �I I I= I I I 1 =I ° • I I=I I =1 I - I I= a ° ° ° ° ° ° ° ° 4 ELEV. -0'-31/2" Z ° a °Q ° ° ° ° ° ° a A.F.F. o 31/2"MIN. ° 31l2"MIN. ' ° . REQUIREMENTS SEE R905. PRE ENGINEERED WOOD „ TRUSS 24 O.C. U.N.O. @ �I ' i- ° I -I I I I I I L) �� _ I =IL=I I=J -III-III- I I -III- I I -I 1=_I I r I_ I I i 1=I I AIL I i' ° ° ° ° 2x4 CONT. ° ° 0 ° ° ° a ° a a ° o ° ° a c� I a ° - ° �� L' 31/2"(min.)- 4" I -. ° • - -11F Ar ° -' 1/2"(min.)- 4" - P ° _ -� ° • „ „ I I I 12 HURRICANE ANCHOR EACH H _I - -1 IJ, ► I Ij=�II j j I II i III- I° ° ° ° ° ° a ° GARAGE DEPTH VARIES ° „ „ _ 31/2 (min. - 4 I I I I -I I �� 3 (min.) - 4 =I I I =1 11- -T (TYP.) VARIES TRUSS (SEE UPLIFT S ED.) W/ METAL PL. UNDER EA. TRUSS 8„ �{ I$'r ° ° ° a _ - - - I I I- - -ITII �_ ° ° q (2) #5 CONT. (2} #5 CONT. ,� MOISTURE BARRIER 4" 1'-4" 8" INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.C.. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SN1 „_ , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 „= V_ „ SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" 53 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL OFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS @ 7" O.C. HEE 2x STUD LOADBEARINGOR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �N°�s(1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS S EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ x STUDS @ 16" O/C f ` FORWALLHGT. s 8'-6".(2) NOTE: "x8"X16" KNOCK -OUT INSULATION PER BLOCK WI 1#5 CONT. 1 x P.T. STUD I I � THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS @ SEE SECTION C/S3 FOR ' FOR WALL HGT. > 8 -6' . CHART ON FLOOR FILLED SOLID W/GROUT - I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT LT NF 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) I (IF LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR PLATE WASHER TYPICAL -SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -� TYPE "S" MORTAR WALL SEE GG/S3) 6 1/4"x31/4" TAPCONS () MIN. 2500 PSI CONCRETE SLAB W/ 20" MIN. LAP LAP] SPACE ANCHOR E *SIMPSON SP1 I I SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE [24"MIN. #5 REINFORCING a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - `" 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED �. BAR LU END OF 2 x PLATE WWF OR FIBERMESH ' ARCHITECTURAL FINISH TYP. I : I ASSUMED FINISHED ci PER MANUF. LU #3 OR #4 REINFORCING BAR u ° �, - - ° ' • _z r �^0- 00 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 4oksi --- [GRADE 60 MIN. F- 60ksi y ] ° 2 G SUM WALLBOARD-'----- 1/2" GYPSUM W (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z ° �, _ - = A ° ,. FINISH GRADE 2 -,II- J I I I 25" MIN. LAP [30" MIN. LAP] sI w 1�1=I1 - o • I L I I II '- TTIT Tll , Tfl �; (SEE U.N.O. FOUNDATION PLAN FOOTING MONO SHOWN p D °D P - FOR CLARITY ° _ _ _ _ _ °O =III=III=III=III=III=I = _ 6 MIL VAPOR BARRIER i I I n. ° I 1� I� I -III=_ I I -I! I=I I I-. w R 1 7/8" `�j-� #5 REINFORCING BAR -I �,� I _I. - - r-1 III- III -I �- FOR LOCATIONS) 1x4 P.T. BASE NAILER p p o ° o ° III=III-III=) -III=III= z D �, z I I=L-I I f=III- r #5 LAP SPLICE (2) #5 CONT.-' `r T 4"x4" INSPECTION 31l4" BASEBOARD PORT AT EACH e °=1=1=1=1 1=III=1 I NOTE: _ _ _ __ _ _ g ° D III= =III= III N *FOR III • I I�-I I jll 11 1 - - _ = - COMP. SOIL. (COMPACTED TO - I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" V-4" 8" FILLEDCELL TYPICAL MIN. 2500 PSI CONC. SLAB BEARING WALL =III=III=III=III= I I '' W/UPLIFT ONLY _ _ _ _ _ _ _ _ __ _ __ _ _� _ III_ 95 /o MODIFIED PROCTOR ASTM I �- I,E I I=I I t I I- I � 1� 1=1� ITT I I L-III=I I j I I= 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ _ _ _ _ _- 1-- 1=I =I I=III=III=III=1 1=1 1=I I=III=1 I=1 =III=III=1 I -III-I -I 1=1 1=I -I =I I=I -I 1=1 1=III=I 1=I 1=1 I �- D1557) I I III -I I -III I I IL 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR _I -I I_ -I II, I I 1= I �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ITII IITI CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 .E \ SLAB INFORMATION. SLAB INFORMATION. _ r 'IIII00 r, �* L ° [M - - 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ > - 6 MIL VAPOR _ - - 0' ° z '- 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS WWF OR FIBERMESH N S.G.D. (U.N.O.) CO -j f r = min.) 4" rIN a . M • BARRIER - D p 4 g a ° a _ GRADE AT 24" O.C. MAX. CONNECTION INFO • I I- T COMP. SOIL. ° TO 95% - I =1T1=�1 I= - o °O = _ __- _ - __ - - - - - _ - _ & LAYOUT DESIGN TOP OF BEAM a _ - dII (COMPACTED PROCTOR iTl==Tf= 1Ti _ -_ _ - _ _ _ w/ OPT. SEE ROOF PLAN - - - - , °MODIFIED °LII II�I�1-IIASTM D1557) - S E N NCLOSURE j - j- ,Cry . U - (2) HTS20 FOR STRUCTURAL BEAM SIZE & „ v I_ N I 3" MIN. CLR. = I - CONNECTION INFO r I a - 8 (2) #5 REBAR CONT.--1/4'� -1 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) MIN. w ?LAPS. P.T. _ III _ I I IT PLATE 2x4 #2 SYP FRAMING w/ - I „I -III=III-� �� SEE A/S3/J/S6 � I�- ' „ ins 1 MIN 7/16 O.S.B. SHEATHING �- 8 TYPICAL WALL SECTION K*A TYPICAL THICKENED SLAB EDGE rL °S'B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 E a w SCHEDULE Fr SEE TYP. WALL SECTION FOR ADDITIONAL 1 /2" GYP. BD. P.T. 2x COLUMN LocnrloN < w 6x6 P.T. #2 SYP > � SLAB INFORMATION. „ H2" FROM . BD. 1/2" FROM SLAB LU o W ABU66 SLAB STEP & RECESS S.G.D. M 0'-0„ J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5�" �- �_ �� SCALE:3/4'-1 0 53 N DEEP AND 6" BEYOND � • DOOR RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. ` ° SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT _ a e --31/2„ w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH L O.C. � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS �E � GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I PAVERS _ z `= �- 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN � I 1 I 8 MASONRY WALL EXTEND FILL CELLS ,� M W! DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @° TO FOUNDATION PAD _ - '. r M �'•.yam STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL I I MAT REINFORCING. f ' M I T •. •: • • I �`rl •' II- �I I I = I I I =� I •" •� •' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - w/ MIN. (2) #5 VERTICALS ? g GRAD a TI ' ',• " 4" oo _L A. T oQ TENSION 120#) CONCRETE SLAB M FILLED SOLID (SEE PLAN FOR -__-_ = a = Q__ _ r-I 4 - _E 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 I = ° ° •- - - -I .:. •, :, ' 1� +.:. ., . ; . -I WWF OR FIBERMESH T Z W III=III -� •y _ -I 11=) I •� I -I C? _ ° a ;III=I a BRICK PAVERS or SLAB PER O wLU t't p o v ( =1 =1 z = = • �' a • °• z Qd a a - - : M- • ' SEE A/S3 OR J/S6 , SEE A/S3 OR J/S611 I ( l I""- �, I 1 COMMUNITY SPECS 0'-0" FIN. FLR, _ _ _ _ _ _ _ M 6 MIL VAPOR - - -I =1 1=1 1=III=III I =I 1=1 I I-= W FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I- =III= = =III=III I- = =III=III I =III -III- BEYOND 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 ST RY) I� =I I III III III=1 -"'-"'-"'-' ,, •. .. •••y -III=1 I I=i i l-"'- PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" SEE FOUNDATION .. • * .' !�. CONIC. PAD INFO. FOOTING WIDTH . ,* `' SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4- I'-0^ SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. (9 zo z U) z cn CD � 1; � o •V LU O E .� �- nti U m W t- - a)M ) cm T -0O _ U O O coN U 39 c U- o = rs 0 ¢ 60). �v 6 < o B D® N N .wo m m oNo O O N LU Z aL oaMi M CO LU a w LU ¢ L cG Z p o 0 � E Cr-1 LLz \01KI 1' tf 00 . w 6 ,r 41 ' C1 :7 •�U L�;,: CVr E\�\\�� To the best of the Engineers 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 200 I Tampa, FL 33607 www.LennarTampa.com €0z 3� Lu of f F J Lu u< ZOO U Q t y 0 Z Z W 2 J Q O Q zLLJ o ¢ fU O z �iO O a� V 0 z J W N M a o Z oz o r Y 1-' g v_ R 0 M O uw0m� uro- N 0 Z°a�¢ Q N w& QQLILI: o��0- z z N Zo �CYR� W Lli LLI <D a z 8 J rl LJ.J 5' w I- 0 U- grf � Z Z �Zo O 0 00 z � Z O T1 ♦1 SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO 4ml SHEET- NO. S3 (MONO)