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_j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES MIS 5/8" OR 1 r2" H IG H --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ')V @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING & 8"O.C. WALLS INSULATION PER CHART ON FLOOR Lj PLAN 1x2 P.T. HORIZONTA NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. 15 V-13". (2) @ 16" O.C. W/ ( ROWS 2x BLOCKING @ 3rd PTS 16dTOENAILST _\2� 2) &B FOR WALL HGT. > V-15", 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF 2E APPLICABLE. 2x P.T. PLATE - 1/4"DIA. X 31/4" TAPCONS @ 24"O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11 (#30) (2) #5 CONT. ON 3Y" 6 x 6 WIA x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 7 (2) LAYERS TYPE I OR TYPE 11 Y A (#15 OR #30) UNDERLAYMENT I> I> 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/ S8' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF //�-7/16" 0 ' 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. VARIESAIIJ-'\ FOR ADDITIONAL SLAB ALUMINUM DRIP INFORMATION. EDGE kR+- - = _+5z� b;;d- -, :�- -+_Sz� 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 V GYP. TYPE "X" @ BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A 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 S.P,F, DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16- O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. __-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (12) 1 Od 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. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL_HGT. < V-16". (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-13". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 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" 0 C W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"ox3/16" PLATE WASHER STEP, SIZE OF FOUNDATION AND 01-0t. (ALT: 1/2"xl 2" TITEN HD @ 24 O.C.. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ELEV. OIL OR 5/8"xl O'WEDGE ANCHOR @ 24" INCLUDE THE WALL x P.T. BOTTOM PLATE .4 x W1.4 x 6 W1.4 x W1.4 4 A.F.F. O.C.) T ATTACHMENTS WWF OR FIBERMESH 0 (- 3 1/2" MIN. 3 1/2" M IN. 4 1 X_-7- L 4 ELEV. 4-3 1/2" 4 2x4 CONT�Z A. F. F. x ILL . . . . . A' 3 1/2" min.)- 4" 4" 4 ;0 1/2"(min.) 4 go 4 3 1/(2'(min.)'- 31/2"(min. -411 GARAGE DEPTH VARIES 4 4 R 1141. (2) #5 C 9V (2) #5 CONT. 4" 8-1 NT. 4" '-4 8" .4 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (@ STEP (cD SHEARWALL (*"C� TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0', \�s i_;, SCALE: 3/4"=V-10" k\� S3 LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING '\'ILN.O\ 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ,-2x S.P.F. S S 16" O.C. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. tt but-l-I I SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C '0� 2x STUD 's '�Ozs SHEET LOADBEARINGOR INSULATION PER FBC AND ENERGY 8"x8"X16"KNOCK-OUT EXTERIOR WALL 81, C M U FORM SUBMITTED WITH PERMIT NOTE: 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 #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8" x 10""J" BOLT @ 24"O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 ROOK DETAIL SIMPSON SP1 w/ _8" C.M.U. TYPICAL BOLTINFO. 5/8"4"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 �O R R FRO I AT 7ASSUMED FINISHED TYPE "S" 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 7- (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20- MIN. LAP [24' MIN. LAP] X SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING X _j BOLTS 6" MAX FROM w/ (10) 1 Od NAILS FIBERMESH C*4 11:j BAR ,�,Lb WEEP SCREED INSTALLED V_n x END OF 2" x PLATE X PER MFR INSTRUCTIONS _��#3 OR #4 REINFORCING BAR ARCHITECTURAL TYP. ,,-2x P.T. PLATE ISH 1x2 PT WD FURRING @ 24" C*4 GRADE 40 MIN, Fy= 40ksi #3 & #4 LAP SPLICE " - a- IR *.- 1 r4 -4 EL 1/2"GYPSUM WALLBOARD!��q (1) #5 VERT. IN FILL MONO OR STEMWALL--,,��=�=! FINISH GRADE tO 25- MIN. LAP [30' MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] L CELLS(SEE FOOTING MONO SHOWN V r.L U.N.O. Iffilli 111=r;si N N-01.7 I I X X X X X 7 7 1 xy FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER J?"I.MUE-E 111111- 5=111iffilliffill iiiL I L= #5 REINFORCING BAR R 17/8.1 FOR LOCATIONS) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-15". (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#) s E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Q!6 I A - . . W - 7 - 7� R I' prif f 1 wr 10M il�, &I". Lull I Iq L-1 - I -fob 01 rAl Iq � I - .1 WA:&14 I � I NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 1WM MIN. 2500 PSI CONIC. SLAB ' S MIN PSI MAY VARY PER AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR I -I I 1_1 I IEI I U D1557) MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE W1.4XW1.4 WWF OR z DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. �S3 SLAB INFORMATION. ;0 Cf) 6 x 6 W1.4 x W1.4 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR-/ 2� (min.) 4"--, BARRIER t> 4 04 A GRADE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ;!t ASTM D1557) Z; (2) #5 REBAR CONT._/ 3" MIN. CLR. rR ON 3" CHAIRS TYP. 410 V-4- STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION CIA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 V DEEPAND6"BEYOND 1�� DOOR TO RECEIVE BLOCK WALL BEYOND �j I PAVERS / DRIVEWAY CONCRETE SLAB-\ H14 7 O.H.D. RECESS PAVERS--\ %T 2� 10 SEE A/S3 OR J/S6 -1 Um- L_LF�_�_ FLL9 !2 FOR REINF. INFO. L 3" MIN. CLEARANCE C:' V4 1'4" (1 STOR") / V-8"(l STORY w/ DEPRESSED SLAB OPT.) lf' (2 STOR') GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. =11 9, MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" S O.H.D. RECESS :d.- OP :4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (11 STC RY) V-8"(2 S RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECT;ON FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo it 1/2" FROM SLAB 01-0. 0 CONT. BEAD SEALANT, Id INTERIOR 2X STU -3 1/2" ,K GARAC CONCRETE NAILS W 11/2 1/2" GY EMBEDMENT @ 12" O.C. W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB'--. 6x6W WWF C E Cn 6MILVAPOR I I = 17 `_" '= = I- a IH I -- -I - - BARRIER 1=1 I I fl �Li F-I I E I 4" 4' INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" ��S 3 DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" E COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 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 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 SIZE AND REINFORCEMENT) R FIBERMESH 4 A A_ BRICK PAVERS or SLAB PER IE-1 F U-01" FIN. FLR.jh IV MMUNITY SPECS /__S� :9 RIM*] A 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR JN TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & ('0NNPr'Tlr)M IMC:f% 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING .C- A I I ACHED PER INIMILINU C) SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 6x6 P.T. #2 SYP RI AR lNFr)PMATlr)N Uj Uj III ABU66 SLAB STEP & RECESS S.G.D. rM Cn SCALE: 3/4"=V-0" \�,_ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD Ezt CONT. FOOTING STEEL MAT REINFORCING. z 4 00 4 -4 LU 7F M IIE 40 _j 4 LU W W V) W z 00 jL_I U_ 4 4 1 -11 1=1 I Ed I El I 1=1 1 11 1 FOOTING PAD REINFORCEMENT (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. 1\ �3_ ON 3" CHAIRS (TYP.) 1 8" 1 1 8" 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" 1 1/2" RECESS FOR VARIES x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH (D V Ln 0 LU 0 L-Li 23 L.0 -- I C) 00 00 < 9< 8 A ED. TR Mg ICA a; t� Z6 LU In In Z 0.j M V rm LL 0 U %WPQW 001f < To the best of the Engineees 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 Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com I A � uj z 0< Cj) z a: LU C) __j < z 06 0 0 U Ch I r-4 0 U_ Z Z '0 LU Ln UJI Lij u, 598 00 r-4 Z z ca 0 N C. Z to Uj SCALE AS NOTED DATE 10/29/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. S3 (MONO)