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J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHJ 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 EliI 1x2 PT WD FURRING @ 24" O.C.�� r (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. VARIES 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 FINISH 1/2" GYPSUM WALLBOARDS — #5 VERT. IN FILL U.N.O. CELLS (SEE C FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;t 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR co MUNICIPALITY. CURB DUE TO SLOPE E5 CONCRETE SLAB W/ 6X6 d NOTE:EXTEND Q W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE LO 04 r- E CV i a e n I e Z 00 � 6 MIL VAPOR ► i g BARRIER p D; •' ' • III-n...- (COMPACTED TO 95% — — N MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA -a SCALE: 3/4" = V-0" S3 a cc o OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND is DOOR TO RECEIVE s PAVERS / DRIVEWAY `g CONCRETE SLAB A PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS = �z ,�iE=11=11 SEE A/S3 OR J/S6 "o FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J,1 ]C 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.) �I 1�IL�ll�a►ILI' (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-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 E 6x6W1.4xW1.4 WWF OR FIBERMESH .e . ARW 8- l-1�'._.T..U-- 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"xl6" NOMINAL BLOCK WITH 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 M ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR p 4 ° p A.F.F. @ 24" O.C.) 2" ° 4 4 p p 0 Z 3 1/2" MIN. a ° ° a p , a ELEV. 4-3 1/2" OIL ° p 4 °4 ° � 2x4 CONT. ° ° A.F.F. pjr LL. ° ° O p ° G D p Q ° p 4 °GO ° C14 A* - - �''� Is • GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ P.T. PLATE TYP.2x ASSUMED FINISHED GRADE Z MONO OR STEMWALL FOOTING MONO SHOWN P p P ° `2 FOR CLARITY ° > I —III —III —III —III —III III—III=1 I I —III —III —III- i ° p p ° D ° p o ° NOTE: 8 o II I I I II I I I I I II I I I I II I I I I I I I N *FOR BEARING WALL I=1 11=1—I 1=III-1 I I- W/ UPLIFT ONLY -i I—i i i=iTi=iTl=i I i=1 "[-1 11-1 I IT_l l l l l (— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" < ° A • a 00 . SCALE:3/4"=1'-0" S3 v GRADE ° (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 314"=1'-0" S3 EXPANSION JOINT Cl) 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. M Vj 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 TRUSS BOTTOM CHORD OR 2x4 BLOCKING 1/2" —� `TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END 5/8"OR HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ WWF OR FIBERMESH �11 =IMi—iAIiENi Il—�Il .11�11�11�11 1/2"(min.)- 4" 1. 411 Y' ii�� on U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 e� lveo GJ lot 5 �oG"oN•��N -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 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 31/�"MIN. ;0 1 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR ----- PER MANUF. #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40W = FINISH GRADE 90 2 [GRADE 60 MIN. Fy= 60ksi] c� .� s • AL 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER t> P A ° °O T R 1 7/8" #5 REINFORCING BAR #5 LAP SPLICE • 11:�11�11�11�11•�II�I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01011 a CONT. BEAD SEALM a INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E_ I=1I1= I1= 1- ce) 6 MIL VAPOR --I I 1=17, BARRIER �u 14" 4n INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" !"(min.) - 4° (2) #5 CONT. . . UNO� TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" 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 • o LU v Cn a t' 1 N - 1 /2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH � "r h. Q • T � (2) #5 CONT. —I I = ON 3" CHAIRS 8" V-4" pn (TYP.) O 10" #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS rF WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SRIES EE PLAN 1 1/2" RECESS FOR VA 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ` ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ° ° < ° (2) HTS20 FOR STRUCTURAL r BEAM SIZE & �0 • CONNECTION INFO T ° 8 a —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 6x6fflAxWlA 1 `WWF OR FIBERMESH I K S3 V M I I a4 P•T' PLATE t 2x4 #2 SYP P.T. FRAMING w/ 7/16" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" O.S.S. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 ® W 0 SCHEDULE COLUMN LOCATION it < 2u 6X6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O'C' j MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E `v SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. &, ' SIZE VARIES PER PLAN M = M w/ MIN. (2) #5 VERTICALS ooGRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c7 I I=I I ° °• = =III= 1-1' =1 Z= I —III —I I I —I 11=1 I I —I w w I I1=1I I 1=1I 1- W Z BRICK PAVERS or SLAB PER o =1 = -III=1 • • °• on0 = z 01-0" FIN. FLR. COMMUNITY SPECS 14 �I I—_�III I I=1 =1 11=I I� I I I=III I I =III=I I—= 6 =1 I I III—III—III=1=1 I III —III —III— ' FOOTING Il.;llll�iillll�illllll -III-III=' BEYOND ti ...•.LECONC.PADINFO. ,ll PAD REINFORCEMENT 3"MIN. CLEARANCE EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH :..... SEE SCHEDULE ..., TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN SCALE: 3/4• = V-ON SCALE: N.T.S. S3 z� z J a `� z to U a) C 4-J W "V — 0 W N � � �N U W '® ~ M mn 0) " N _ U `L o U, c < d MD. _ N t� V� N U) .2 z 1' z a5 _ LL. a LLI_ � am � O 10zW W6.�\Nffau Q-•. GCSE" * W 'C F L ...: ••��••...... V To the best of the Engineers knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineer's signature and seal is only for the stn,durai 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 TS 2 6 J W 80 L 0�o "® � QZ 4 Z 06 o :a = W U = M R6 U8MR 0 ^' fV LL {(7J � QW z " t Z V-4 Hte v Z Z8 0° 'T Z tj = 00 �-+ g a cn s SCALE : AS NOTED DATE : 3/29/2018 TECH: )MUROSIC VERSION NO. 5ol SHEET NO. S3