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4 L J 12 (TYP.) ) VARIES INSULA' 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 - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 1 LAYER TYPE II #30 (2) #5 CONT. ON 3" () ( ) CHAIRS (TYP.) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS °. TYPE I OR TYPE II (#15 OR #30) ° -III—III—III—I m UNDERLAY MENT FOR ROOF I=1 11=III=III I D PITCH 4X12. 11=111-1 I E 1 I M o PRE ENGINEERED WOOD ' I=11 i, „III, IIIII—1 ° TRUSS @ 24" O.C. U.N.O.=,11I-1 I I —III -I HURRICANE ANCHOR EACH -III III —III- @ -III__„IIII I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 3 1/4"TAPCONS @ 24" O/C & .� @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4Cn r WWF OR FIBERMESH I I —I I MI I —I 11 I I I I I=1 11=1 TRUSS(SEE UPLIFT SCHED. W/ " — 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 FOR ADDITIONAL SLAB ELEV. VARIESAJML INFORMATION. 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 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 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 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t2 NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE CIAv r L ° °°° � . I 1 6 MIL VAPOR III* - BARRIER III ; D 1 —I I ° • 111= r COMP. SOIL. (COMPACTED TO 95% —1 I I I =III=III 11= MODIFIED PROCTOR III III i I I —III —I I I I I ASTM D1557) 3" (2) #5 REBAR CONT. MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS T O.H.D. RECESS "III T — _III —III •�• :'• d, ' 4" � I �—III—II ��:: • ��'�':'. =11= II EEI I E. ElII-1 -Ell I I I y.- ' ' : 11 I II I I- i I — SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)J / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS 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) *USP SPT22 TYP. - MONO OR STEMWALL—• FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=T-0" S3 5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ (U.N.O.) (OR / GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. - CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 11) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". _INSULATION PER CHART ON FLOOR PLAN SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 6 ay SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) f9 ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. T @24"O.C.) 2„ x6W1.4xW1.4 @24"O.C.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH a �31/2" MIN. �31/2" MIN. b a �: ELEV. -0'-31/2" z > a a A.F.F. 0 ° a a . a . 2x4 CONT. a. o � ° a q ° II_111=III= 131/2"(min.)- 4" III=III=III='31/2' (min.)- 4" ° —I —III—III — — IIII—III N 00 —- P P Q a a. 31/2"(min. - 4" I I=III —Ill III=III- 31/2"(min.) - 4" =III=III _ =III III —I I I - GARAGE DEPTH VARIES _ —III—I I —III- —III—I 1=1 I' - I 1=1 I I I I 1=1 11=1 11=1 I I I I 1=1 I I I'' -1 I I —I I I I I I I=1 11=1 11=1 I I I I 1=1 I I I' O CONT. � 11— I-1 I —III —III —III —I I—I81I ' (2) #5 CONT. 4" i1�i—i i 8�1 2 #5 4,v U.N.O. MIN.U.N.O. MI . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK,"C� TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3!4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C °' � NOTE: THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c�.i LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24, O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ �JSP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR END OF 2 x PLATE " r 2x P.T. PLATE c PER MANUF. W o ASSUMED FINISHED E #3 OR #4 REINFORCING BAR — _— a IIII=III=III `" I=1 I I=1 I I=1 I 1 D ' I=1 I I I I I I=1 GRADE Z ° ;, ° ' ' • M — — _ ° A —T, I— — z FINISH GRADE 0o #3 & #4 LAP SPLICE GRADE 40 MIN. Flr- 4oksf 0- O [GRADE 60 MIN. Fr- 60ks7 y 25" MIN. LAP [30" MIN. LAP]D. (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"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH T Ill lllilllilillllll_= 4 —1 I �= III _ W ' =III=III III= _ ° oo _ _ _ \' n D _- _-...- — --- -- 6 MIL VAPOR BARRIER (IIII I I II I ? e. ° I it I IIII I I IIII I I II I 111= R 17/8" �' 11= = — = =_I1=' . c #5 REINFORCING BAR _,IIII III III III I I III I I I IIII P' I I—III—III-1 I E=III= r Z I I I—III=II=III III —III I ©. _ I — —_ I —III —I (2) #5 CONT. =1 I I-III=III I I=III I h p=1 I I-_-Li_1--1 1_;._I I_I II—III--III- !II-1!!- _!�!-!;I_-=-III`-I!I= N o — - - �^�=1 i COMP. SOIL. (COMPACTED TO —I — — ! _! : _ ' 95% MODIFIED PROCTOR ASTM �— I I —III —III —III —I I I—III—III- 1_II=1EI =1iI=IIII=_1II1 !I=1I!-=11!_ D1557) III �,III��III�� III,��III ,�III,��II --I I M I 1=! I I--=1' 4" 11-4" FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13" c O.H.D. RECESS E � CV ' T M ..-„I =1 I � i 1=—I 11=_I • :. ;•: . ;•:'.:� e. ' III —I II�IIIIE111 .'y:.:.: IIIIIII =III I III III . II III= 111114 SEE A/S3 OR J/S6i,— FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT 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 0'-0" CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31— / GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE " ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 N ' c WWF OR FIBERMESH ) M E� - ' 6 MIL VAPOR BARRIER - ' 'r- I I 11=, I;� I I, =III==1i� II_==ii lil-=1-I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 1© 31/2" REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR [6x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c T E fM G c A 4. - _ _ _ _� �'' ` ' .•4 'a.:d.' III=III III; 11= 11=III=III,=III=III III. I'III • •: �: �:" a'• IIII, Cl) I I • ' —III= III= SEE A/S3/J/S6 FOR REINF. INFO. WALL W/ UPLIFT G 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. T ' M 00 GRADE ° ' LU II! III! a• ! III II !11=1 z = III=_I I III= III W oWvw �IIII=I111 Q I!=II i11=111-- z 00 Q - _--- MZ , OOTING -+ III ! -III I —1 I I' III -I 1 I I l= 0 BEYOND N�o� a0 O� N N U I'I �n O 1 N N �J� 0 `! •� Doti tell �� C ti O -C x � . W O � t] � 1 Lz • } s IIII Im 4x CC t s .o Tz I ISF-ZQ (� j 0., L oo�F' ,. • o, �i F cg " � c r.CJ f• � LU -e yaim w7d' �_:O�aQ a (` � � �Ctl e z mw� W �r QMR. Z �c Z Ii( W6 z a+¢` UJ o m�Ni MOrx u� w g U ❑ title: r2 V V' LC) MMI W � N � LO Q W Z N O Q Z 0 Z z 0 W Q W vJ OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH Z project no. 2017447 SLAB INFORMATION. SEE SCHEDULE w checked: AB/MC 0 SLAB STEP & RECESS S.G.D. rM PATIO COLUMN FTG. DETAIL N m drawn: SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 date: 07-27-17 N scale: F- I } a S3 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.