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3 n`> a> 's 0 J co i 0 i _ Q rn x u� 0 J 00 I 0 3 a 0 0 a E q> E 0 x `v C J Cn U 0 U U 0 v a. z W i 0 0 U J t.i CD O a0 M 0 0 o_ N N 0 W 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / IV 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 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT— FOR ROOF PITCH 4:12 OR LESS. D PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH - I ,ICI I t—I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8--6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-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 r WWF OR FIBERMESH o r ITi—II r TRUSS (SEE UPLIFT SCHED.) W/ 8 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIElk FOR ADDITIONAL SLAB — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 'ULN.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD I PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cot CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE IOU- CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N ch 10- 6 MIL VAPOR BARRIER ; p r 1 � . Cv COMP. SOIL. ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.—/ (1 STORY) STD. 90 HOOK (SEE U.N.O. ON CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—]�O.H.D. RECESS z II M '—III —11 I I I—I� • ' �. " y � �—�- � 1 r . T t. :. 4" -I 60 LL II II — II- T III_TII •y Ll I r SEE A/S3 OR J/S6 I �t I0I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL 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 SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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. wl (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (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. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0 -0AIN OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 3 1/2"MIN. WWF OR FIBERMESH 3112"MIN. V WWF OR FIBERMESH ELEV. -0'-31/2" z A.F.F. o II.I ° . ° , o = o ° e — TV _ �I I � I'3 1/2"(min.)- 4" - D e ° — CI—' 1/2"(min.)- 4 N 31/2" min. - 4" 111= ' —IT1 �LI 11/2" min. - " =1 I �I I II ��II , —III=1 =1 I r I I LI �� !..'I I I I —I I I I I I I I''(2) #5 coNT.I �'t ;i; 4" 1'-4" 8" (2) #5 CONT. 4' U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP KCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" II S3 GCr' PE0 sEGU ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 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 #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 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 HOOK DETAIL SIMPSON SP1 w/ 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8' THICK. K.O. BLOCK (10)10d NAILS @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ASSUMED FINISHED .; PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ ° GRADE N �, D D T c7 � I_ _ -0 D z FINISH GRADE °O M GRADE 40 MIN. F = 40ksi a #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30"MIN. LAP] m ° 111=11 1L ° � (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 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#) E E 6x6W1.4xW1.4 WWF OR FIBERMESH V? i ° D _P II-III-1l—LL- 1I I I=T r J) ° D =11 =— —� 1I -T . �w �, C�CTe O° LL1 7 °O 6 MIL VAPOR BARRIER =1 I= �I 1 #5 REINFORCING BAR R 17/8" — .III N z 05 I asAPI IrF (2) #5 CONT. I - III II III —III III —II ° i� *FOR BEARING WALL = — =1 =III=1 —' COMP. SOIL. (COMPACTED', W/ UPLIFT ONLY _ _ — _! —' 95% MODIFIED PROCTOR ASTM -1 1=III-1-1-1-1-1-1-1-1 1=1-1 1=1-1 D1557) 1 I 1 II 111 ICI rll T�-r I. III III III III I_I—III- 4 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A a SCALE: 3/4"=1'-0" GRADE 1Tr LF, T Tr I I —I 1) #5 REBAR w/ OPT. 'CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS E CV M C'4 a .. . . C`') ,a.' TI—III ;' :. ,,, _Ii 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2HOLD GYP. BD. " 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& INTERIOR a d -3 1/2" • .J CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E_ N II=III- I- - M 6 MIL VAPOR = — - BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & L . f CONNECTION INFO d � I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" MIN 7/16" O.S.B. SHEATHING o.s.s. Z ATTACHED PER NAILING w SCHEDULE CC a COLUMN LOCATION < > J 6x6 P.T. #2 SYP W LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 �:'-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 F\I SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER _ 0'-0" FIN. FLR. COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 �� i,a. • i SEE FOUNDATION a.a CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 3/4" = 1'-0" ON 3" CHAIRS (TYP.) 1 8„ 1 1,4„ 1 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIE 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 --` I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �` SLAB STEP & RECESS (@S.G.D. il" M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. `;' ' C) 00 GRAD ) (� LLJ J —III—III d a �� -- —III— W LL � 4 ' � I -I I I71 I -I I I ! I =1 I I I i- W III 11-1II—II=III=II I= III=III—III FOOTING v -i 11=1 I=1 11=I I f 11 =1 I I-1 I I—' BEYOND PAD REINFORCEMENT ' -1 l i—I I I=I 1 1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 -1: _j •r .•, E � ••E f'\ o 0kvr E 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these 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 seal. m 8 N O N �p M N ,� N 00 0 0 a: "' , f71 J � O LL N J 7t LL J d � LL a Z-0U')0" 2525 � N M S ai E u- w W LL a 0 W o Y 2 o 04 m COD W W Fa0 0) Em a J a Z IL a � N 0 N a M z < O O U H J Z L) ❑13❑ W z N O z 0 Q toCD z a LL .N N x w a o 'rC' U Q O V'1 w M C Eo �N a U M") w �- o � I N Q 0 soy r_ o M N� z z M J o � < < f os E Zo �z wO �0 ?® oa _° Z IT� _ O C VO a a z CV z <o m� Na C Umr O 'z Z Z Cl)Cf' NU O zz < Uz <0W �Z w 0 I� O CO w< s. O o- v zl< 3 �M .o = US L � rn ^1 W Co � Cfl LO 4) T Q C: ` O Cfl m M T _ o Ln ^ 0 f m � T CV) o Z E Q E m r m a 0 -j < o JOB NO: 20-1784 SCALE : AS NOTED SHEET NO. S3 (MONO)