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F L (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 114" DIA. X 31/4" TAPCONS @ 24" 0/C & •c! @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.A r (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH UNDERLAYMENT FOR 41 ROOF PITCH 4:A2 & (2) LAYERS 71 L . °• TYPE I OR TYPE II (#15 OR #30) I I -III -I I b m . a I I -III -III -III UNDERLAYMENT FOR ROOF I -I I I� I I -I I p. . I I PITCH 4:<12. ' I=III=III-1 I • I I=III=III=I PRE ENGINEERED WOOD - - TRUSS @ 24- O.C. U.N.O. 1 I I=1 I I� I =III=1 11=III=III-III=III �_I 12 HURRICANE ANCHOR @ EACH I I.I 'i�-I II -III II I�� ft�') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING N BA SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 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; ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR 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 cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1AXW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE III=III-I I' I r ' L ° I al ch 6 MIL VAPOR • z BARRIER I p 1 III I p III- r COMP. SOIL. I I II (COMPACTED TO 95% =I I I -III=III 1 MODIFIED PROCTOR III I I I I I -II I -I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA' 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 14" PAVERS71O.H.D. RECESS 4� all ..III ZIP I -III -I I • •.. • •.''• •', = I I. r -'II-JJ. .�.a. ••�••::•• III=1 i1I1111 ~y.;::; 11�1 SEE A/S3 OR J/S6 I =III+ 1 III„ I I I++ II 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR GARAGE DOOR SLAB RECESS 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" 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 5/8"OR 1/2" HIGH STRENGTH J -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5 „ (U.N.O.) (OR GYP. TYPE W @ 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 TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 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 @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 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. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN SLAB Of BLOCK 5/8"" x 10" "J" BOLT @ 24" O.C. W/ or, SPT22 CONNECTOR 5/8"" x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 2"x3/16" PLATE WASHER (TYP.) 2"x3/16" PLATE WASHER (TYP.) �v ELEV. 0'-0" (ALT:1/2"x12" 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. @ 24" O.C.) 2x 6 W1.4 x W1.4 @ 24" O.C.) 2 /6x6WI.4xWl.4 WWF OR FIBERMESH WWF OR FIBERMESH p �31/2"MIN. �31/2"MIN. a ...a ELEV.a°\4 .. o p p o A.F.F. p a - 4". " 2x4 CONT. Q ° ° ° a ° d ° _ =1I I=1'31/2"(min.).4" ° =ICI_ '31/2"(min.)-4" N oo ---- o °' r=1=1IIIIIII ---- opl Ia . -. 31/2"(min. - 4" III I I =I I I�I I I 31/2"(min.) - GARAGE DEPTH VARIES -III-1 1-1 I' 4 I ° � • �..-11,�IIII��+III+��IIII�III 1.1111- I� I,��III+� III�III�II 11�1111- (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=T-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. 2 ROWS OF 2 BLOCKING 8" C.M.U. () x @ 2x STUDS @ 16" O/C NOTE: THIRD POINTS 10 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`t.+ 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 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/ SP SPT22 @ EA. STUD SPACE ANCHOR (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] REINFORCING BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH EEP SCREED INSTALLED B5 _J AR END OF 2 x PLATE r 2x P.T. PLATE ASSUMED FINISHED c E PER MANUF. w #3 OR #4 REINFORCING BAR U u GRADE ° 31. r ° • P fl r� - o . D. -I + - - _ z FINISH GRADE O° #3 & #4 LAP SPLICE GRADE 40 MIN. Fir-40ksi0. [GRADE 60 MIN. Fr-60ks7 25" MIN. LAP [30" MIN. LAP] e I-1 I I -III I =1 Z _ 2 ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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#) s E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH cn All ==111-1' o o �J - - 1 II I- I I p o . ° ' w °. .. __ 6 MIL VAPOR BARRIER =1 I I I I 11=III=1J_I=I R 17/8. `� °lit] MI I I -I 11=1 I II= #5 REINFORCING BAR I -III -I � I -I I N z -+ I, ? , I P. I I-III-1 I I II I II I I I I� #5 LAP SPLICE (2) #5 CONT. o. a° I -I 11=1 11=1 11=1 11=1 I I -I 1 2 I I I ' tooI I III I I I I I ITr g III_III_lII_III_II1-III= N o _ f-I=I I I_1 1=III�1 1=I I I__1 1=I 11=1 1=1 I I-III=III=1 11=_1 11=_1 �� I COMP. SOIL. (COMPACTED TO 'El4" I I I I- -= =1_ 1= 95% MODIFIED PROCTOR ASTM D1557) �� I� =,i, I 1- 1,-4" I' - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13" O.H.D. RECESS E !�t N M sI AN p YL-- A s -I � I II I •'' it l_II I IE : • IN I I III -I I - .. • '' I III_ r �IIIIIIII -. "y. :. F=1lI SEE A/S30RJ/ss III+I III+,I11 „ II++1111 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST 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"=1'-0" SLAB INFORMATION. P.T. 2x 10 GYP. BD. HOLD GYP. BD. .09 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a GARAGE CONCRETE NAILS W 1 112 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 d ` 6x6W1.4xW1.4 2 C,r WWF OR FIBERMESH r, a 7�. M 6 MIL VAPOR BARRIER -_J= 11 11=111-II- �Illi�l1111III 1111111111; 4" 4" INTERIOR WALL SLAB STEP NON-BRG rK SCALE:3/4"=V-0" S3 E S3 - I -iT1 FITII ; Y Hill -1 - li _.; eI:-.I li. r-.-•-Al-i :-�-i iE 3x'.-IE '•'♦"Its-•'.'A6-•-3E#6 LAP SPLICE �-i 31/2" REBAR DETAILS r F SCALE: N.T.S. S3 `6x6W1.4xW1.4 / WWF OR FIBERMESH MIN. TYPICAL THICKENED SLAB EDGE rC� SCALE:3/4"=V-0° S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D.(U.N.O.) WWF OR FIBERMESH r c �E Alp III _71 III III III; 11= � 'III .' 4 ..•� 111 I � . LI I ILI= I, I' SEE A/S3/J/S6 �* +r ' ' ,I 8" FOR REINF. INFO. OPTION #1 ON 3 CHAIRS 8" 11-4" 8" (TYP•) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' M eo GRADE = FFF _ _ J Z W-III=1 III -III -III -LEI I W 0 0 co = i l l l l l l• a� . I I I=1 I I=1 i t z I -=- STING J -� i t III -I! I -III -I 11=1 I III-i 1=1 1I I I-1 I I=1 I I=111=1 I I ,I f =1 11=1 I I-' BEYOND PAD REINFORCEMENT _i I 1-III-i 3"MIN. CLEARANCE T- oo oI �- cn J CO N CO .0 s f.( TLt IL ti O O = X r. O M d U) - U. ail' �E4 �4 � e I title: LL LLJ J Q Q N qq_ LO 5� W Q z 1N- - 00 0 z Q I O z LV Z ;: Q 0 J `W Q CO W LU WJ_ SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH � project no. 2017556 SLAB INFORMATION. SEE SCHEDULE w checked: AB/MC SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL rN 0 drawn: SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 0 date: 10-09-17 N scale: !Y } S3 a 0 U The structural - I I. _. ,F - I I �I-f- I I -�� I Ti_ design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.