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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. "FIBERMESH" 71 DECO FINISH 4" tot) BELOW GRADE SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL ��S3 SLAB INFORMATION. N' 0 M d -III=1 I=I I I_ -' I �M 6 x 6 W1.4 x W1.4 ° 00 -I I - 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ D f = - z_ I I min.) 4" BARRIER =11 • b • I - - ° a GRADE COMP. SOIL 7I ° - (COMPACTED TO 95% � �_ _ MODIFIED PROCTOR III Ill t l l-III=I I I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.-/ (1 STORY) STD. 90 NOOK (SEE U.N.O.O CHAIRS TYP. 4„ V-8'" (2 STORY)DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS �. co -TIL I 4,. I .50 r TL�T SEE A/S3 OR J/S6� I I Ian I I RI I= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 • _ tT e --M __' ITi T -(1) #5 REBAR w/ OPT. ' 1= I=1 I I=1►1 I - Tf 1= I _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS d CV ' T N A • ,r C'7 a, f .• 4 o0 SEE A/S3 OR J/S6 J -I L :,M- I I ITI-I 1, I I 1114 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B �r �r -�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X M EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" 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/ (1) ROW 2x BLOCKING @MID 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. HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. ROWS 2x BLOCKING @ 3rd FITSSHEATHING 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 FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4' DIA. X 3 1/4" TAPCONS @ 24" O/C & •c SLAB & BLOCK I SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" �' 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 6 x 6 OR x W1.4 *- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24'" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2"" 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ' ' � ° ° ° � ° (#15 OR #30) UNDERLAYMENT -I I = I =1 m ° D D = I -I - 0 31/2" MIN. 31/2" MIN. ° ° d ELEV. 4-31/2" FOR ROOF PITCH 4:12 OR LESS. I= - I I �_ I j ° a ° ° 4 ° a a -- I=1 =1=I I =I D I I=I I=III=1=1 T ° °d ° A.F.F. �o PRE ENGINEERED WOOD r l-I �I (=1 ° _ _- I ° ° a ° ° 2x4 CONT. ° a w ° . I ) b , TI=�r1i 1Tf- I-I� - II =_=1 - I = ° d _ z II=III-III= 1/2"(min... -4 z II=III=III=31/2 (min.)-4" TRUSS @ 24" O.C. U.N.O. -r- I ° a ° 4 ° ° a N So - -� - a -I -III=III- ' - �17" ,=r- ° /I -II IHURRICANE ANCHOR EACH _I _�T � ° d I I ° ° a° @-- ° GARAGE DEPTH VARIES ° 31/2 (min. - 4 I I=1 r l - ==1 I 31/2 (.III-T- r-i -It r i Ti I I I ° - I I -I I r TRUSS (SEE UPLIFT SCHED.) W/ ° -I I� METAL PL. UNDER EA. TRUSS a ° ° °' g ° 11= - I -I I -I ((_) I =1 I - ' (2) #5 CONT. �'ri (2) #5 CONT. MOISTURE BARRIER 4" 1'-4" 8" - SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S3 S3 S3 S3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0'" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. aO. LUMINUM DRIP DGE LUMINUM FASCIA 12x SUB FASCIA EE SOFFIT GGN,. RE�y GV 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M �0�6 s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY cv J (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. <_ 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: 2x BLOCKING @ 3rd FITS FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR " OVER WALL HGT. > 8'-6". 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 d; LAYERS W/ TOTAL THICKNESS 7/81/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 7/8 THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. @ 24" O.C. VERT. OR 2x P•T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W! 7 EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB WJ 3500#, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31/4" TAPCONS J BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING " ev w/ 10 10d NAILS - FIBERMESH BAR F END OF 2" x PLATE WWF OR FIBERMESH ( ) C.t WEEP SCREED INSTALLED TYP. 2x P.T. PLATE w M ARCHITECTURAL '- PER MFR INSTRUCTIONS " D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR b 1x2 PT WD FURRING @ 24" O.C. GRADE �l d o D ' D z #3 & #4 LAP SPLICE GRADE 40 IN. Fy- 40ks1 ii _ _ m D D. _ o c D 0 [GRADE 60 MIN. Fy= 60ksi] -1 I �I I T b I I -I t �I I I -I ITS ° FINISH GRADE Cl-I- (1) #5 VERT. IN FILL MONO OR STEMWALL Z M - - - D D • 25" MIN. LAP [30" MIN. LAP] -rl I f=1 I 1=III Tl f I7f--Tf IT 1/2" GYPSUM WALLBOARD ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p ° o _I -( _ - W _ FOUNDATION PLAN FOR CLARITY o ° °O 6 MIL VAPOR BARRIER R n. ° I 111= =I I -°T° R 1 7/8" `) _ �� - 1x4 P.T. BASE NAILER FOR LOCATIONS) p o o ° P =III III -I I (-1 -III=I z I D r z - _ _ _ I I�� I -III-, #5 REINFORCING BAR - I I -I 11=1 I I -I 11=1 I I I I 1 111-11 FI I I=1 I I- 2) #5 CONT. �I I I I I I f= 4"x4" INSPECTION-_ - - __ - "I I • 11=f(( 1TI=T #5 LAP SPLICE NOTE: I -III III -III III I I _ ( � - I ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH R ° ° III III III III- (-I N D °' I =I I -I TTT Fl 336" MIN. LAP [36"MIN. LAP] g" 1"-4"" 8"" FILLED CELL TYPICAL *FOR BEARING WALL I. I-III=III= (-I Ii �- COMP. SOIL. (COMPACTED TO I I �- (TYP.) W/ UPLIFT ONLY ___ _ -_ 95 /o MODIFIED PROCTOR ASTMI1= I I-III=I I I 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ III I (1=T=1T=1 c) AT GARAGE CONTRACTOR III- = =III -III I=III-III- =III -III III=III-III- ( D1557) - -I r-n- I r"�- ' #6 REINFORCING BAR #5 STD. 90 HC10K MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -� i =1 I= I= - -) -) -) - = - - 4" 1'4" MUNICIPALITY. CURB DUE TO SLOPE -111=III_-I I -I ; I I--lTi_ 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE W1.4XW1.4 WWF OR SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �,S3.) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.} FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �N ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN- III�rI�I=III; N SEE ROOF PLAN c - - a' ' ° a ° (2) HTS20 FOR STRUCTURAL r _::d. -- ,�r� r r 4 • �I_ `Y' E BEAM SIZE & T I CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. e.1/2" FROM SLAB CONT. BEAD SEALAN ° ` e INTERIOR a e. w ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB OP E N ►1=1 I � � � �ZI= M 61 VAPOR BARRIER" T. I 2x4 #2 SYP P.T. FRAMING w/ -III I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J w ,� o W ABU66 SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAMF TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo GRAD a r, FILLED SOLID (SEE PLAN FOR ° ° 6 x 6 W1.4 x W1.4 N_ SIZE AND REINFORCEMENT) C7LU a• _ WWF OR FIBERMESH '- c1dl= z w o-III- w -III- ( III -III w 1 f_I 1 I_I III_ z FIN.FLR. BRICK PAVERS or SLAB PER CO p o v "'MMUNITYSPECS -III- ! a • ° (n W0'-0" FOOTING-� � I 1-III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE •. . ; SEE SCHEDULE ' _ - ---- 'r%%. 'SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL rN'� i r+, ' 4. 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. W E - a _ co 1,_ co N p Op N O Q O O1 4 ®a r0 J Nro u LL 0 a)��N'� J .100 y 9 LL N LL w Wd LL a U)K a w w= Z�U� 0 1- o m S "O c N `- I t0 vj co 0 r-�< m m 0 W E T N< M z L Q o °¢ 6 0 ❑❑❑❑ CI M z N O � O z z V a N M LL rn Y o •0 ® Q V o "'_" C� 0° LLJ m E - 0 3 oil min•.. = o `[to o w Mz ¢ o Z U_ Ecu o } o ❑ a C) _ XO0U �U EAPF N wo ww = .2 mo z Sq J m F m Q W z no o� CD o O co V z, 3 >M L n, W ca L / T > O r) w m c 1 � p T CV Z o T r CNr. T �r ai z,LO co ` � T v; N o z cEa Z O M a CU E U Q 0 JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. S3