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12 (TYP.) VARIES I INSULIN 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 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. 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 ROOF COVERING 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 12" VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN Y COURSES CUT TO SLOPE. ELEV. -0'41/2" A.F.F. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ff I 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 GARAGE SLAB AT STEP rB FOR LOCATIONS) SCALE: 3/4"=V-0" S3 1x4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" 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 a NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. Wl AXW1.4 WWF OR DECO FINISH 4" to 6" 2x STUD "FIBERMESH" LOAD BEARING OR BELOW GRADE EXTERIOR WALL _ 8" C.M.U. er '-------- c 1"x P.T. STUD #5 VERT. IN FILLED CELL III O° SEE CC/S3 OR CV 6 MIL VAPOR D z G/S3 FOR ANCHOR —I I F III- 5/8"x6" "J" BOLTS BOLT BARRIER 4 BOLT INFO. c I I z @ 24" O.C. VERT. OR (IF NO UP LIFT ON COMP. SOIL. I I ° WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (COMPACTED TO 95% -I I I I =III=III 11= (6) 1/4"x3 1/4" TAPCONS MODIFIED PROCTOR f 1 II I I—� I—� I "USP SPT22 TYP. SPACED EVENLY ASTM D1557) 2x P.T. PLATE 3" MIN. CLR. (2) #5 REBAR CONT._/ASSUMED FINISHED ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE GRADE U.N.O. DETAIL) MONO OR STEMWALL Z TYPICAL WALL SECTION A FOOTING MONO SHOWN 2 FOR CLARITY SCALE: 3/4" = V-0" S3 z NOTE: N • .- ALL R BEARING G W (1) ROW 2x BLOCKING @ MID W/ UPLIFT ONLY 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". " rD 1/2 GYP. WB (MIN.) @GARAGE SIDE IF FRAME WALL TO C.M.U. WALL CONNECTION Z APPLICABLE. et SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH D ° -III—III—III—I m a D II —III —III —III 11=111-1 I I I ° I III —III —III ;' r 'I ;,III,;,III,;,III,;,I I D./" o "'C IIII111111111111111111=, I l8" I— 11-1�I�J 11=1 I II I ICI I I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. G S3 EXPANSION JOINT BLOCK WALL BEYOND OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO 13' O.H.D. RECESS RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. RECESS PAVERS i -' l i =III=III=III � a III=1 I I- �'' �. ' � I -III ':�. ' • . -I , -I -• °: 4„ _III -III a -III-III •. :. I -, I=III III-� SEE A/S3 OR J/S6 I I I I I II IIII- I I, -El III I A '.. II I llli FOR REINF. INFO. 3" MIN. CLEARANCE ;~ SEE A/S3 OR J/S6 I 11111„111— I I I IIII- 1 8" (2 STORY) FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY W/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS ri 1' 8" (2 STOR SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS G J.1 _ SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 13 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. -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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". _INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE Px6W1.4xW1.4 WWF OR FIBERMESH ° ° =1 IIIIIIIIIIII 1 �'31/2"(min.)-4" 00 _ 31/2"(min.)- 4" III-1 I I —I I 1 111=1 11= —III—I I —1 —i I-1 I I_ I 1=1 11=1 11=1 I I I I I —I I I_1' ' (2) #5 CONT. 4" 114" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP 0 SHEARWALL C "SHEAR WALL" 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 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 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. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"•x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"xl0' WEDGE ANCHOR @ 24" O.C.) 2" 1/2m MIN. SCALE: 3/4"=1'-0" J S�GV PCS �Eo CONY -2x STUDS @ 16" 0/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 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"•x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 31/2" MIN. 00 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 FITS FOR WALL HGT. > V-6". _INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 16x6W1AxW1.4 WWF OR FIBERMESH I (2) #5 CONT. 114„+, III I i I�� , III I I ,T, , e ' U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR -------- PER MANUF. '.'�-#3 OR #4 REINFORCING BAR D . > GRADE 40 MIN. Fy= 40k5 1 N - I z #3 & #4 LAP SPLICE ° 6 .p FINISH GRADE 6O 2 [GRADE 60 MIN. Fr- WWICV)c D . 25'MIN. LAP [30' MIN. LAP] —III=1 _III _ 6 MIL VAPOR BARRIER —III III D ° 1 I=III=111 111=_ a0 R 1 7/8" =1 I I I I I I I —I I I=1 I I —I I I—_ #5 REINFORCING BAR ' III D : I I -III -III -III -III- 04 z I I I . I I I=1 I I -I #5 LAP SPLICE III D ° . . I I_I 11=111= COMP. SOIL. (COMPACTED TO -I I 95% MODIFIED PROCTOR ASTM ' I= I I=1 I I=11 I —I 11=Iti 1-111-111= D1557) II I I II I I ;III ;III ;III, III_„III-' 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. E S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE 31/2"(rr 00 REBAR DETAILS r F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w III=1 11=III m. 6 D IIMIII-1II ELU LU g NII=1—I I I I I I II I I� I I I -ICI° CC S3 (2) #5 CONT. =1 I_F==I I I ON 3" CHAIRS (TYP.) 8" 1'4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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`7 i D IF III IIIF I —I I- 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0° S3 MIN. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. TYPICAL THICKENED SLAB EDGE L. 2 1/2" FROM SLAB SCALE: 3/4"=1'-U 0011L0 J CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. 31/2" VARIES MASONRY WALL AND GARAGE PAD FOOTING 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 _ `= 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N _� 8" MASONRY WALL -. CONCRETE NAILS W 1 1/2 - T E EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. G eh TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART o CONT. FOOTING STEEL MAT REINFORCING. r ' PLATE TO CONCRETE - - " ON FLOOR PLAN ` __-__ _ ch (MIN. SHEAR 180# MIN. CONY. BEAD SEALANT - _ _ _ _ ° a a . o IIIII'-III-III' oo z GRAD — - TENSION 120#) CONCRETE SLAB W W 6W1.4xW1.4 F ORFIBERMESH T I a ° ? w �e sx "' M III •. _III- F- awo �� WW Owcnw « -� z V I- N - - -_- __- II o o M - M 6 MIL VAPOR - =11 I , ,III 111=1 I I 111 I II Ia -- SEE A/S3/J/S6 — �* +� 8" - FOOTING v BARRIER - FOR REINF. INFO. -- BEYOND OPTION #1 PAD REINFORCEMENT 3" MIN. CLEARANCE 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH SLAB INFORMATION. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'4" S3 SCALE: N.T.S. S3 G; rn N 0 u .0 L' C Cot) It N a co 0N0000 Ito 2 M o o m crs v 0 1� c O � O y ILL 0 co U ra0CD o a 00 00 ' char Lo o rn � 0 A " C BD C �` •''�,, C Ens• "_- $612 ' •~® OFN t _ •• 7"'77�f r� 3 11 111111� W �I O cai To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O N M Z :La c� i r V to N CD c(M O Q ,--r i N t\ W _j W O C Ln(L) Ln V Q Z w W°CC ur00¢ WG� 00 IM UFfrn00 Z>_Q�.Q zoaU r� O Sf ILD . W ~Z WOCJ N p�g v oS1K �A rl a 0 Z 0 wIZ `To W O to = ,--1 Ln Z Q 'T W LO�[[CO4 �VSYd' a O U LL. 0 � O0W0H l-ZmP Zo'��Zz WW1-1, W Q 0 8 QZ M r- 5 W a S0 LU Q $ >Lj Z a =0 aoga N I as HLu O � a~LL LL Z W CAZ z O g SCALE AS NOTED PLOT DATE : 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO. S3M