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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �7fy_p-)_� VARIES rt4_-__ I INS 5/8" OR 1/2" HfGH----- STRENGTH CEILING BOARD PER CODE (OR 5/8' GYP. TYPE ")C @ 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-J NAILER STD. 90-HOOK (SEE DETAIL -,VAT- DZI77 - - - 7�- 75zi 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 (U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12' O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl 6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 'x S.P.F. (OR EQUAL) STUDS @ 16' O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. :5 8'-6". (2) 1/2"CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16 O.C.W/(2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-15". EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS 2 x3/16- PLATE WASHER (TYP.) WALL HGT. < V-15". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12"TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-15". 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.) MORTAR BETWEEN EDGES, AND @ 12- O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE - 1/4" DIA. X 3 1/4" TAPCONS @ 24' O/C & ci SLAB & BLOCK 5/8"* x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11 (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CHAIRS (TYP Id /// ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ,,2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH INCLUDE THE WALL I I - OL OR 5/8"xl O'WEDGE ANCHOR @ 24" PITCH > 4:12 L . II, A.F.F. "F O.C.) 21# x 6 W1.4 x W1.4 ATTACHMENTS /2 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE 11 11, A A 11 4 4 N. F OR FIBERMESH (� 114 M WWF OR FIBERMESH b 31/2"MI 31/2"MIN. I OR #30) UNDERLAYMENT 1> -1 4 4 4 4 \4 ELEV. 4-3 1/2' /WW FOR ROOF PITCH 4:12 OR 4 4 0 LESS. A 2x4 CONT 71 A.F.F U_ _j L J L Ir b "(min 1� 1 2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. 4 C14 I 4 A, 4 /2 1/ "(min 4" 2� (31/2"(min. -4", PRE ENGINEERED WOOD 00 go 4 HURRICANE ANCHOR @ EACH 4 1j min.� GARAGE DEPTH VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" 4 Z/ 4 , - a < 4 METAL PL. UNDER EA. TRUSS 4 (2) #5 CON 1. (2) #5 CONT. MOISTURE BARRIER 4" 114" 811 4" 1-4 F 2 ;,_SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 1/' WALL W/OUT UPLIFT TYPICAL BEARING WALL STEP 0 TYPICAL BEARING WALL @ STEP 7/16" O.S.B. MIN. SEE ROOF KG G� GARAGE SLAB AT STEP rB - SHEARWALL K"c rc C NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0. SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SNII � �3 � �3 � �3 �3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING ?Gs- Z12'Nj.O.'2x SUB FASCIA -2xS.P.F. STUDS 1 "O.C. NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12' O/C FIELD. -SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C SHEET LOADBEARINGOR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT 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 FILLED SOLID W/GROUT 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION BLOCK W/ 1 #5 CONT. #5 VERT. IN FILLED CELL SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 1 1 5/8"* x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8H THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL -8"C.M.U. TYPICAL io 5/8"x6 ' "J" BOLTS BOLT (10) 10d NAILS BOLTINFO. I PLATE WASHER TYPICAL 3RD LAYER 118"THICK. @ K.O. BLOCK X SPACE ANCHOR (IF NO UP LIFT 03N @ 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 FINISH 1x2 PT WD FURRING @ 24"O.C.-J/ 1/2" GYPSUM WALLBOARD-"'�- (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN :4"x4" 0 10 FOR LOCATIONS) E 1x4 P.T. BASE NAILER INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL C14 r- MIN. 2500 PSI CONIC. SLAB v) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND C14 W1.4XW1.4 WWF OR DECO FINISH 4"to 6" 'FIBERMESH" BELOW GRADE M CC -A V. 1\ ;0 Z� C11 E 6 MIL VAPOR BARRIER COMP. SOIL. ��-41 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) c14 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA :R SCALE: 3/4" V-0" �, �3 .:a CL OPT: DEPRESS SLAB 5 Y2- E DEEPAND6"BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND E PAVERS / DRIVEWAY CONCRETE SLAB-\ 14" PAVERS-� O.H.D. RECESS 4" SEE AIS3 OR J/S6 FOR REINF. INFO. 13" MIN. CLEARANCE 11 -8" (1 STORY w/ DEPRESSED SLAB OPT.) C� (1 STORf) / 1' C14 (2 STORI) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. IM *SIMPSON SP1 kv) 1/4 XJ 114 lArk'UNO SPACED EVENLY 6 x 6 W1.4 x WIA WWF OR 2X PT PLATE 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x _j x BOLTS 6" MAX FROM w/ (10) 1 Od NAILS P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR 3 / - x END OF 2"x PLATE TYP. ,,-2x ASSUMED FINISHED PER MFR INSTRUCTIONS N'�N-#3 OR #4 REINFORCING BAR X X t A �GRADE E 1 2� GRADE 40 MIN. Fy-- 40ksi #3 & #4 LAP SPLICE X Zi x 0- U) MONO OR STEMWALL t> \. FINISH GRADE ;0 2 1 RADE 60 MIN. Fy- 60ksq [G Fy 6: 25' MIN. LAP 130' MIN. LAP] X :5 J� 2 . . . >1 FOOTING MONO SHOWN I> ;0 6 MIL VAPOR BARRIER ;0 K �9% 7'� 7'� 7'9�4 U) FOR CLARITY A. R 17/8" -*'-- #5 REINFORCING BAR 9 .44 COMP. SOIL. (COMPACTED TO 11=21=21=11 95% MODIFIED PROCTOR ASTM T, D1557) A A- TYPICAL EXTERIOR FRAME WALL FOOTING QPP TVD WAI I QF:rTInN M0 AnnITIQNAl SCALE: 3/4"=V-0" I r_. ## SLAB INFORMATION. ri W= MIN. TYPICAL THICKENED SLAB EDGE 1/7 SCALE: 3/4.=1'-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) 4 M 41' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4"(1 STC RY) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. SLAB INFORMATION. 36' MIN. LAP P6' MIN. LAP] I x xx 7 x x x 7 777rz>e 1 10" -'--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 'E� REBAR DETAILS SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) EE PLAN 10d NAILS TO TRUSS TOP CHORD ROOFPLAN FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN z Oi (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR 2X STU 4 4 --31/2" &, GARAC CONCRETE NAILS W 11/2 1/2" GY EMBEDMENT @ 12" O.C. W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE 2" ON FL (MIN. SHEAR 180# MIN. T. TENSION 120#) CONCRETE SLAB-,,,.,- xz 6x6W cf3i WWF C 'E 04 6 MIL VAPOR I E 17 BARRIER 4' 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 314"=V-0" S3 DS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" E COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN YWALL SCREWS @ 8-O.C. ATTACHMENTS LATION PER CHART SQUARE CMU BLOCK BASE, OOR PLAN SIZE VARIES PER PLAN BEAD SEALANT 1.4 x W1.4 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) R F1 5 BERMESH, 11-1 1 EsmkiliNER: IT 0-4- FIN. FLR.jk COMMUNITY SPECS CONC. PAD IWO. SEEFOUN ON TAPERED COLUMN FRAMING D1 SCALE: 314- V-0` 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S6 -` I !r== 8" z ATTACHED PER NAILING FOR REINF, INFO. 0 Lu SCHEDULE OPTION #1 Cr < SEE TYP. WALL SECTION FOR ADDITIONAL > 6x6 P.T. #2 SYP SLAB INFORMATION ::� LU 25 LU LU ABU66 SLAB STEP & RECESS S.G.D. (M CD SCALE: 3/4"=V-0" '.,, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS cE TO FOUNDATION PAD 9% I I CONT. FOOTING STEEL-\ I I MAT REINFORCING. x z 00 4 LU _j 4 z = =) LIJ lAj L_j 0 ILL! LU 4 0 LU (0 - a 41114 0 z 0 0 U_ 0 rd 1=1 17 co �11111111ji BEYOND PAD REINFORCEMENT_ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHE L_ PATIO COLUMN FTG. DETAIL 11 �N SCALE: N.T.S. S3 ON 3"CHAIRS (TYP.) 1 8" 1 1-4- 1 f _j TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" � �3 11/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-13". (2) OWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-15'. 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#) e 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7L 2� I' 11 NO I I 01MM-1 I&I, III 0 0 0 tp Cn wadi 4--J LU C) 0 LU IlLn tri =) I. 0 L.j E 8 now I C', C) w CD LL OD -00 I < U.) a -� �.� AI D, X.C.B.0-C cr! 00 U) zd r, RU inz LL LU �oIN% I zw., % WA COD 41 0 F ;\'OFESS' To Me best of Me Engineers knovAedge, information and belief, the structural plans and specifications contained within these drWrigs comply with the 2017 Florida Building Code - Residential 6th Edifion. Engineers signature and seal is only for the structural engineering portions of the drffMng pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 1 9 Uj U) j lax, 4 U 00 < F_ aw 6.4 a W2. LU J16- _j 0 fi_�;s U8 N 0 CL z -0 %%-WOO 06 w %-0 0 0 > C1141 ro < M M R;0i P 196 :D V82 0 0. f-4 N 0 U_ uj 00 4 < e 0 ice Z LLj 11" P4 Ln ER --I I Lli X Lij x < z 0 t-4 Ln �4Z z LLI rn T-4 tv)_ 1 5 1 SCALE AS NOTED DATE 4/5/2019 TECH: JBERCHAL VERSION No. 42 SHEET NO. S3 (MONO)