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FOR UNDERLAYMENT REQUIREMENTS SEE R905 12 (TYP.) 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 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. P LATE " - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WIB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE J� (2) #5 CONT ON 3 (1) LAYER TYPE 11 (#30) 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH CY) 0 i. PITCH > 4:12 IT . . . ... . . v a (2) LAYERS TYPE I OR TYPE 11 A N 3 ... A* (#15 OR #30) UNDERLAYMENT 9 FOR ROOF PITCH 4:12 OR LESS. RUSS @ 24" O.C. U.N.O. P HURRICANE ANCHOR @ EACH 7 1- "M 7 RE ENGINEERED WOOD Ef Ll TRUSS (SEE UPLIFT SCHED.) W/ 8"' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT Z� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES49k FOR ADDITIONAL SLAB '\, �3 INFORMATION. ALUMINUM DRIP EDGE 1 N S, El � r AL E *E 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4- O/C N. 0\ 2x S.P.F DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. � A. 1 _T/Ir 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE WIA HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE 'X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 wl STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS "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. 1/2" CDX PLYWOOD OR 7/16" O.S.B.. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-13". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT ELEV. U-01, (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE x 6 W1.4 OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL 6 x 6 W1.4 x W1.4 211 ATTACHMENTS 211 A. F.F. %'r O.C.) x W1.4 WWF OR FIBERMESH �WWF OR FIBERMESH z 3 1/2" M 1 3 1/2" M I r2" 1.11 = / ELEV. 4-3 1 P., LIL CNI CD > A.F C31/2-( in. .4" __7 .. 1/2"(mii 00 M �l ) 4e" 00 31/2"(min..). T 1 M I ril (2) #5 CON 9 (2) #5 CONT. 4" _'-4 8" Tr� 4" 114 8' U.N.O. MIN. U.N.C. MIN. C. TYPICAL BEARING WALL (cD STEP (cD SHEARW TYPICAL BEARING WALL @ STEP ALL rC "SHEAR WALL" SCALE: 3/4"=V-0" "CI5 -SEE SOFFIT SHEET LOAD BEARING OR - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8"&'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 FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR L 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" 8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON JL, @ 24" O.C. VERT. OR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 1 Od NAILS P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL ----------FINISH TYP. 7 --,-2x ASSUMED FINISHED E . PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR . I GRADE 40 MINI. Fy=-- 740ksii., 2� #3 & #4 LAP SPLICE 1x2 FIT WD FURRING @ 24" O.C.-/ GRADE A Y= 6oks �> j FINISH GRADE 60 2 [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD -1-11 (1) #5 VERT. IN FILL MONO OR STEMWALL__*_1 CY) 25" MIN. LAP [30- MIN. LAP] U.N.O. CELLS(SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY co POR BARRIER I> fl 0? eAAN AA1 --- A FOR LOCATIONS) 6 MIL VA = ;w_ ----#5 REINFORCING BAR R 17/8" :> 1X4 P.T. BASE NAILER P " " rT ��T 2 VS I A P P I I r I= I 4 x4 INSPECTION 3 1/4" BASEBOARD NOTE: ;> PORT AT EACH *FOR BEARING WALL I I I I I Mi I El I IM I E9 I 1E N COMP, SOIL. (COMPACTED TO Ir ir ir I�Fll _LTIU�� L "T FILLED CELL TYPICAL W/ UPLIFT ONLY I - 95% MODIFIED PROCTOR ASTM F111 II I-- [�� Filf Firf F1I---. p MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR I E'�E _11 I EME T 1=" D1557) w 4" 1'4' MIN PSI MAY VARY PER V) MUNICIPALITY. TO CUT BLOCK OR POUR C W1.4XW1.4 WWF OR CURB DUE TO SLOPE ONCRETE SLAB W1 6X6 a-/-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. 00 l> I A r- 6 x 6 W1.4 x W1.4 171) N� \1 TR LL_ OP 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR"/ I 't 4 K (min.) 4"---\ BARRIER 2 - M / i, / .4 - 'A > C4 4-, �. E� / I I 1--MM, COMP SOIL ... . ... . . 95% (COMPACTED TO MODIFIED PROCTOR ASTM D1557) 3' MIN. CLR. (2) #5 REBAR CONT ON 3" CHAIRS TYP. 411 1'4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---i BLOCK WALL BEYOND 1411 O.H.D. RECESS 4" op SEE A/S3 OR J/S6 `_IL1T7Tj L�M-�Ijt - I'T. FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1 1 8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. SCALE: 3/411=11-01. - �o- I GRADE (1) #5 REBAR w/ OPT. T TI-L"' I=S.CRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 314"=1'-0" S3 EXPANSION JOINT 04 A 4. Cl) SEEA/S30RJ/S6- _lLI17TjI R, FOR REINF. INFO. 3" MIN. CLEARANCE I rTT L 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 00 IT.. .: - E !6 Cl) SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 CONT. BEAD SEALANT -0. 0 i __j < INTERIOR 4 -3 1/2" CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0? E CIO EE BARRIER 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. ON FLOOR PLAN INSULATION PER CHART CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 C EWWFORF - IBERMESH K S3 SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM END OF 2" x PLATE W 0 W 0 A __j a. a U) W W it- (2) #5 CONT.-f 5 ILI Fr ="I I I ON 3" CHAIRS 4" TYP1' (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 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7 EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) = 6 x 6 W1.4 x W1.4 04 WWF OR FIBERMESH - C? - en I ILTTIM -1 ( .) 1 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. SCALE: 3/4"=V-0" EE PLAN VARIES 1 1/2" RECESS FOR 6 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 Q -E 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS Cl) . A AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM `qV 'A t I (2) HTS20 SEE ROOF P LAN FOR STRUCTURAL 00 -1 A .1 A BEAM SIZE & 41 CONNECTION INFO 4 . 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 W8.1 z ATTACHED PER NAILING FOR REINF. INFO U) 0 OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 6XIS P.T. #2 SYP SLAB INFORMATION LU LLJ LU ABU66 SLAB STEP & RECESS (@ S.G.D. M SCALE: 3/4"=V-0" �, �3 SEE DETAIL 16/D1 FOR SECURE 2X4 P.T. BTM. PLATE COLUMN TO PORCH SILL W/ 1/4"x3" TAPCONS AT 8" O.C. q MASONRYWALLAND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c� TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. C:� SIZE VARIES PER PLAN I Cl) W/ MIN, (2) #5 VERTICALS 9 00 �L 41 4 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 LU 2� ow- U.1 F1 I I LU 0 BRICK PAVERS or SLAB PER Ld C 0 0 0 0 z EE < L'z " - //--COMMUNITY SPECS U_ = co = < -131 . ./ 6 - 0 ------- -- a I I I I I I - FOOTING 0 BEYOND PAD REINFOR -) I'll _111-111 III NT 3" MIN. CLEARANCE CEME (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETA I L rN SCALE: N.T.S. (D !P 0 - CD CD (0 < 11 CD c_/ 4--j M 0 LU Ln [21- V) E 0 93 co 0 C) LU F= 0 co CM M c- C, ali = 0 a, M., Cn 0 0 if co 00 C21- < 0 M 0 izz- U., C> 2L 71,- "r M < C; Al I BID. N B-D C F�, z LLI C.5 =0 Uj Uj -E `u� �0 z 0 -S th I z �A 8D j -00, v _j 6 <!�Tv z C51 >. T�o ;'s "I 01V To the best of the Engineers knowledge, information and belief, the structural plans and specificaflons contained within these comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com OZ 0 z< z 0. U) LU 5 < L) Ce of Z Lu J L Uj z 0 uj Z 2 � Lu LU ce Ce If 0 E _j - LU 10 (f) cu _j < z z 0 ->�, J x z z z D 0. (4 3r 5' -0 a) 0 z 0 -0 - 00 Ill. - U X: 00 r-4 < Q LL. 8 0, ;i H. E,0) _j 89 UO 5 0 2,g < < Lu uj..i < � U < ', r21 .- 0 r a r- -1 Z Z 2 '_ , =, X 0 0� 0, 2 LU Ln -I Lij Lij � 0,<D z Ln I,� g 0 C:> 00 Z z z z LU 61 0 �z 0 :5 < LU __q a- V) SCALE AS NOTE D DATE 10/29/2018 TECH: MIAMES VERSION NO 10 SHEET NO. S3 1 11 i'l- J 1111111il L 11 �-aTa. iTAIIII-aiii-diVii ii a, A;61; 1 !1 111 1 1 11 1