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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIE I S INS 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) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ZTRUSS @ 24" O.C. U.N.O. --HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. //;�CKII I -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET .8"x8"X1 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD__------,. (1) #5 VERT. IN FILL 01 U.N.O. CELLS(SEE 3-- -1� FOUNDATION PLAN 0 -0 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH C14 W) 7 rALU FILLED CELL TYPICAL C:) 04 r- MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR CN MUNICIPALITY. CURB DUE TO SLOPE Es CONCRETE SLAB W/ 6X6 /—NOTE:EXTEND C'4 C3 W1.4XW1.4 W WFOR DECO FINISH 4" to 6" "FIBERMESH" -71 BELOW GRADE ci 00 ;2� 0? 6 MIL VAPOR BARRIER L0 04 COMP. SOIL. LO (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) C14 3" MIN. CLR. (2) #5 REBAR CONT.--/ ON 3" CHAIRS TYP. 4" 1'4' STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION SCALE: 3/4" = V-0" 1\ 3- �3 C" CD C'4 C, Cl- OPT: DEPRESS SLAB 5 Y2'; E DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS� Cn i C14 C�4 C) Cn Uj BLOCK WALL BEYOND 14" 0 H D RECESS SEE A/S3 OR J/S6 I MLI lirFTi'MIN. CLEARANCE FOR REINF. INFO. V4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'18" (2 STORI) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q3 ADDITIONAL INFORMATION. v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. !� 8'-6". (2) @ 16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA, X 3 114" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3"' -A\\ & 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH C13 1> 9 WT I=Lm- f4M L -11, M 1 8" 1 " --P' '' L� TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-10" ��S 3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. ST DS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 1@ #5 VERT. IN FILLED CELL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. '0 5/8"4" "J" BOLTS BOLT 3N (IF NO UP LIFT ON 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS 3 2x P.T. PLATE TYP. I ASSUMED FINISHED �GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 NOTE: k *FOR BEARING WALL W/ UPLIFT ONLY -FI F, .. .. F M ill 1 FRAME WALL TO C.M.U. WAL L C I ONNECT , I , 0 - N 11-111- rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" \,,,, S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--\ GRADE ;0 L (i�,#5 -REBAR wl OPT. T—T71T-7P—;—qT--%=—M—Tl1SQREEN �NCLOSURE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 175� 5/8"OR 112" HIGH STRENGTH \ '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" 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 TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITF STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ S ' P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS _,------2"x 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKIN INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O�C. OR 5/8"x10'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLA 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24" O.0 i W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OL OR 5/8"x10'WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL x W1.4 \F A. F.F. O.C.) 2"' WWF OR FIBERMESH ATTACHMENTS 2" \/6x6Wl .4 WWF OR FIBERMESH 0 z ELEV. 4-3 1/2 3 1/2" MIN. 3 112" MIN. v 6=�;T-�r A.F.F. ILL C) CN ;0 3 1/2"(min.)- 4" -'jg 0c) 1 2"(min 4" IiT _U KI; (2) #5 CONT. 7 ;U 4" U.N.O. MIN. TYPICAL BEARING WALL STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED IN BAR PER MFR INSTRUCTIONS %;Z��#3 OR #4`REINFORCING BAR 2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 401<s� [GRADE 60 MIN. Fy= 60 FINISH GRADE ;0 2 25" MIN. LAP [30" MIN. LAP] ks Cl) 1F:EjTRD ;0 6 MIL VAPOR BARRIER gnmmmrm R 17/8" #5 REINFORCING BAR Ell A. I 1=1 I M I r-1 1 I= =1 — M iff; I AP.vPI IC'F Ll 1 0 7 COMP. SOIL. (COMPACTED TO LU- L 95% MODIFIED PROCTOR ASTM -9� 'F D1557) fill I 1 11 1 11 4.. 1-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0101, 0 CONT. BEAD SEALANT BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT - -3 1/2" 13" O.H.D. RECESS GARAGE CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U.N.0, Cl) EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8 "O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART C1) 2'1 PLATE TO CONCRETE (MIN. SHEAR 180# MIN. 2 ON FLOOR PLAN CONT. BEAD SEALANT C? C 0 TENSION 120#) NCRETE SLAB A;* 6 x 6 W1.4 x W1.4 C14 0? WWF OR FIBERMESH E SEE A/S3 OR J/S6 6 MIL VAPOR FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -=I a I I I III V-4" (1 ST RY) V-8" (2 ST RY) 411 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 SCALE: 3/4"=V-0" �3 ADDITIONAL INFORMATION. 101, ----#6 REINFORCING BAR #5 STD. 90 HOOK "'(min.) - 4" 111 (2) #5 CONT. 4" -4' U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC r SCALE. 3/4"=V-101" �, S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE LEI LLJ U) U.1 LU —[I I— (n (2) #5 CONT.- - 1-111 Jrr;LU ON 3" CHAIRS (TYP.) 8" 1'4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-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#) �G E 6 x 6 W1.4 x W1.4 04 WWF OR FIBERMESH 81, #6 LAP SPLICE I T t-'IU/AL 11N I thlUtl br-AMINU REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) FOR TRUSS 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. CONNECTION INFO 2! I 1/z htur-Obt-uh . . . . . . 0 X 0 VV 1.4 X 1.14 WWF OR FIBERMESH c:� A 4 �� - SEE PLAN FOR JA - - I & LAYOUT DESIGN TOP OF BEAM IV 4 SEE ROOF PLAN HTS20 FOR STRUCTURAL 0? 4 q 4 (2) BEAM SIZE & Tu. — CONNECTION INFO 4 —2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION T 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" U) z 0 ATTACHED PER NAILING FOR REINF. INFO OPTION #1 W SCHEDULE x § SEE TYP. WALL SECTION FOR ADDITIONAL .CC > Uj 6x6 P.T. #2 SYP SLAB INFORMATION. Uj Uj Uj ABU66 SLAB STEP & RECESS (a) S.G.D. rM SCALE: 3/4"=V-0" 1�,,13� Or-r'HDC: ') A 173 7 DTRA Dl ATC x SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS ic� ION PAD 9� SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL--\ MAT REINFORCING. c-�! SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS -z GRADE 4 FILLED SOLID (SEE PLAN FOR 4 SIZE AND REINFORCEMENT) Uj - Z M Uj P W Uj 0 Uj I EN I l� I z Uj co = 9 11-1 BRICK PAVERS or SLAB PER 0 0 0 LL 1=111- /� . 14 COMMUNITY SPECS U) 0 BEYOND PAD REINFORCEMENT—/ 3" MIN. CLEARANCE M-F 011 (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE A _010 PATIO COLUMN FTG. DETAIL N SCALE: 3/4- V-0" SCALE: N.T.S. 1�-_,_S3,000011 Z5 IM [2 -0 C-) 0 �a C14 �2 C�, LL 00 C) D Cd 00 jZ!, M < 0 Al 0 BID. Z 02 r" P < Lui U S� C, z- 0 CPA F ESS\0 To the best of the Eng,neei's knowledge, information and belief, the structural plans an S ec drawings 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 sea]. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com z < UH0 z U LLJ w 0 0 U < 0 U x z 0 -0 fa > U up) < 0 0 U 10 2, <� LL < 00 Z r"j 0 Lij L0 < 37 < z V) 0 Ce z 00 u z 0 0" CIO 0 U.1 -r Ulu 1: rn -r-q ul SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No' 4x2i SHEET NO. S3 (MONO) Zz