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2 1 m v 00 0 J v7 LO t a i 0 3 O� N 9 0 x 0 0 3 X CID yZ N Y i J v L� N 0 a rn N 00 c 1 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT 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/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAdk ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4"INSPECT 3114" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB c� AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH "FIBERMESH" BELOW GRAD M � I s � 6 MIL VAPOR ► z BARRIER D � � r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. #5 REBAR TYP. O TYP. N 3" CHAIRS 11'4' (1 STORY) STD. 90 HOOK (SEE O4„ V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" V-01" S3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5l8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--\ BLOCK WALL BEYOND — 14 O.H.D. RECESS = • ;. 4" _ SEE A/S3 OR J/S6-'-111-M9i�LTiU9 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 1m11=IC=1�: _ .JIMN�l� - I'- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR -� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ = 2"°x3/16"PLATE WASHER (:FW) `n ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" a A.F.F. O.C.) 2"- 31/2" MIN. a ° •° ° 4 a 4 4 ELEV. 4-3 1/2" Z ° a 4 c , a ° c 4 O ° a ° 2x4 CONT. • ° LIL °a ° 4 A.F.F. = p 00 r. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5l8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"4/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) " O INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SON SP1 wIMP/ (10 S ) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2n 6x6W1.4xWIA WWF OR FIBERMESH III t 911' 1 ll—Ill �II�II�II.-11�!11�!IIL�ZI 11, .11.. 1. an =11 �;l��n�l1-111.=11=JI=11, = IL=,�1=�1F=1�=7i=J1 I GARAGE SLAB AT STEP r SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8'1 "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" �1.=11.=''II�11�11�11'�11=. i 11.=nrll Ilrll 11_Ihll�ll�ll�lhll` - iKkI11. -1111111111E11111e=111_M420M• - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S N 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/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c M 0 p 6 MIL VAPOR BARRIER - p ° p; 4�� 1,-4�� 8" #5 NT. 4�� '� 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL a(� STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" c7 SCALE:3/4"=V-0" Goy,.. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY Go 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 BAR ---- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] z Ax— #5 REINFORCING BAR R 17/8" T #5 LAP SPLICE :--III—Ir-11-11.—�1I-11-11- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 • J CONT. BEAD SEALP& - Q INTERIOR -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ ____ I- M 6 MIL VAPOR BARRIER 4�1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" ��. ��_��_��_��_��_��_��_��. ter. �..� ®' ■ 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 it D U 0. r e a — — I p U.1 rn (2) #5 CONT.- ON 3" CHAIRS 8" 1'-4" (TYP.) CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > F-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#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH r p 4 8" TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x WI A FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " _ " CONNECTION INFO ° TOP LA BEAM = " & LAYOUT DESIGN _, SEE ROOF PLAN c ° a.. " ° a ': A ' r (2) HTS20 FOR STRUCTURAL BEAM SIZE & a CONNECTION INFO M A 8 d —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E v = 6x6W1.4xW1.4 N `WWF OR FIBERMESH K S3 2x4 P.T. PLATE 7n6' O.S.B. -- COLUMN LOCATION 2x4 T BTM I i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE AIS3/J/S6 1 80 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W cr a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL Q > w J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0"IN, S3 SECURE P PLATE 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 S TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 GRADE- - a FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c7 III=III ° 4• 1=III=III=1 I =1' Z W 1=1 11-1 III —I 11-111—I I W L w cWn w 11 1= I I I 11=1 I-1 I- Z BRICK PAVERS or SLAB PER 00 = -) I I=1 ! • ° a = z COMMUNITY SPECS tl �; - - - 0'-0" FIN. FLR. _ 11=1 =III=III=III=I I I I III=I I I _ W -III 111=III-111=I11=111 III—III=111 FOOTING d I LI I 1=11111 i I I l l 11. , I I —I I I -I I I= BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE .UMN FTG. DETAIL N SCALE: N.T.S. CJ`3 O U' c9 �' z_o z z Q Q- V) (D •a' LL •U — p W in CL, W 8 E N _ U :5 o :§LL o Q ''� �j 1 n o 9 o � �N Z f7 C z CA 4 U LL o w W u- U, a �¢� LLCID �� -.: WWW,FD 0� F L0� d tz '` �'%il/f/IIIIIIiII0��a To the best of the Engineer's 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 2001 Tampa, FL 33607 www.LennarTampa.com o W I0. � It J Q �z� 0 LU � J g�gw a0 �,s j06 ro f= 3 O z a U 2 � � U�m� N A O U— z¢�Joe 2� Z r—q Ln J rl W Lt l LU Q Z $� LA k ,—I Q Z ZII g a rn LLr) ' rn g W = W ,—I t1 cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION NO. 4v0 SHEET NO. S3 (MONO)