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(1) LAYER UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 7P) Zff(TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATIC IN B ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIIIII-� 5/8" OR 1/2" HIGH UMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" V, ALUMINUM FASCIA GYP. TYPE "X' @ GARAGE W/A HABITABLE ROOM 1 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL 12" VENTILATED SCREWS @ 7' O.C. SOFFIT CEILING & 8" O.C. WALLS 8`A8"X16"KNOCK-OUT INSULATION PE BLOCK W/ 1 #5 CONT. CHART ON FLO FILLED SOLID WIGROUT PLAN 1x2 P.T. HORIZ T L NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) PE 'IS" MORTAR ARCHITECTURAL 1x2 FIT WD FURRING @ 24' O.C.--/ 112"GYPSUM WALLBOARD . . . . . . . (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"A4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR M IN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 a_ /-NOTE:EXTEND WIAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6' BELOW GRADE & A z 00 6 MIL VAPOR 2� BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3' MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4- 1-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION 6A SCALE: 3/1 V-0" (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT- FOR WALL HGT. 15 &-6". (2) @16" O.C. W1 (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & FOR WALL HGT. > 8!-6". 1/2' GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA X 3 1/4' TAPCONS @ 24" O/C @ 6" M�i FROM END OF 2 x PLATE (2) #5 CONT. ON 3' 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH 9 8' 1 TYPICAL INTERIOR BEARING ""17 WALL WOUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �S3 FOR ADDITIONAL SLAB INFORMATION. OPT: DEPRESS SLAB 5 Y2" DEEP AND 6' BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB: \ 1 - 4" !r PAVERS 0 , H , D.RECESS 4" op -11 r SEE AIS3 OR J/S6 I I rT F3"iMIN. CLEARANCE I= I 1 11 LI 1=1 � �I FOR REINF. INFO. T. 4' (1 STORj / T-8- (1 STORY w/ DEPRESSED SLAB OPT.) 1 `� 8' (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 8"x8"xl 6" NOMINAL BLOCK WITH 3/8"MORTAR BETWEEN COURSES 8"x4"x16" NOMINAL 3/8"MORTAR BETWEEN BLOCK WITH 3/8" SLAB & BLOCK MORTAR BETWEEN COURSESCUTTO SLOPE. Cl) ELEV. V-10" ELEV. 4-4 1/2" E --J� A.F.F. A.F.F. Z. ELEV. -T-3 1/2" ot 4 2x4 CONT A-F-F- '0 U- CD 4 GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1; 1 2x S.P.F. S Q O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD ool #5 VERT. IN FILLED CELL SEE CC/S3 OR CIq G/S3 FOR ANCHOR BOLTINFO. 504" "J" BOLTS BOLT (IF NO UP LIFT ON N 3 @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x V'EPDXY BOLT OR (6) 1/4'x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY C14 2x P.T. PLATE ASSUMED FINISHED GRADE z MONO OR STEMWALL-,, FOOTING MONO SHOWN FOR CLARITY A� C 00 '-Tl= ---"F= t> NOTE: *FOR BEARING WALL W/ UPLIFT ONLY I --�i I Fd I 1=1 I !=I I 1=1 I 1=1 i F=1 i !L--1 ! F=i I I=i I I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. SCALE: 3/4"=1�4' BLOCK WALL BEYOND O.H.D. RECESS 3"MIN. CLEARANCE GARAGE DOOR SLAB RECESS ( i SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �-s -E D S3 5/8"OR 1/2" HIGH STRENGTH BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE ")C @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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 FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12' O.C. @ FIELD SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24"O.C. Wif 2"x3116' PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8!'xlO'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2"MIN. 1/21mln.)- 41' 2� It 00 if, PP TT1` (2) #5 CONTI. 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL ("-C� "SHEAR WALLn SCALE: 3/4"=V-0' k, S3 _) 1/2" OR 7/16H OSB MIN. PLYWOOD SHEATHING - NAILED W1 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"0 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 04 Cn 6 MIL VAPOR BARRIER t> -2x STUDS @ 16" O/C 1,8ULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTMI 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 NOOK 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 %" GYP. TYPE W @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR TRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 2-1 6d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"A 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. > V-6m. -INSULATION PER CHART ON FLOOR PLAN 5/8"* x 10""J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR --v 2`016" PLATE WASHER (TYP.) V2 (ALT: 1/2"xl2"TITEN HD @ 24" x P.T. BOTTOM PLATE I O.C. OR 518"xl O'WEDGE ANCHOR / 6x6W1.4xW .4 @ 24' O.C.) 211 VII WWF OR FIBERMESH 3 1/2n MIN. z 00 0 r1kIT 8" (2) #5 CONTI 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP ZA f-. I . r`LM I r- 20"MIN. LAP #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUF. "�'-#3 OR #4 REINFORCING BAR MIN. Fr- 40ks! 2� #3 & #4 LAP SPLICE FINISH GRADE b0 2 25" MIN. LAP ;0 Jx- xx, A A A -_�j -----#5 REINFORCING BAR R 17/811 C4 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO A 95% MODIFIED PROCTOR ASTM I W D1557) 4" 114" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYPI WALL SECTION FOR ADDITIONAL SCALE: 3/1 SLAB INFORMATION. 7- 10" -�--#6 REINFORCING BAR #5 STD. 90 H #6 LAP SPLICE 3 1/2"(min.)- 4" go REBAR DETAILS F SCALE: N.T.S. �,13� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .4 GRADE MIN. P. T. 2Zx( 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE rL 2" HOLD GYP. BD. 1/2" FROM SLAB SCALE: 3/1 01-011 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" VARIES GARAGE 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH cN r: E EMBEDMENT @ 12' O.C. W/ DRYWALL SCREWS @ 8"O.C. A a STAGGERED, FROM BOTTOM --INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONTI BEAD SEALANT A TENSION 120#) CONCRETE SLAB E 6 x 6 W1.4 x W1.4 N Go WWF OR FIBE RMESH 4t r- im I'T j T, 1 Z6--j < SEE AIS3/J/S6 8" 6 MIL VAPOR BARRIER �-j ----I I I I I F-1 I I EEi I , i, FOR REINF. INI 0. I 1-=! VH- T OPTION #1 4' 4- SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. INTERIOR WALL SLAB STEP NON-BRG. rK SLAB STEP & RECESS (a) S.G.D. rM SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=T-0" � S3 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 END OF 2- x PLATE UJI Uj L :3 EL co IL W W CAP (2) #5 CONT ON 3"CHAIRS (ryp.) 1/2"(min.)- 4. CC S3 (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 1' O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) I= E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7 �7 11 15 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 314"=1'-0" �3 MASONRY WALL AND I I PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS .9 TO FOUNDATION PAD E -= CONTI. FOOTING STEEL-\ MAT REINFORCING. ',N V) z 00 GWE 4 �4- LLI 2! 15 1 1� I =1 LU LLI 0 LU cf) LU I, L LU 00 U- LU "-FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ( �N SCALE: N.T.S. � S3 C M 0 E E vo) 0 r, co 0) C`4 m P E 00 jr .2 in M:s q IM 0 M C: r- - ELL 0 "' -E %e (M 0 0 d 0.0 0) 0 CD CL OD ago 0 CO < U) 0 CD 0 A -L 10 D. 6A L', A LL a, 00 0 To the best of the engineers 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. Q T-4 Z:u Cn 0 1 CD (1) C:) �b4 C:) M 0 z Cg C-4 z Z.21 M W LU -J C:) M Ln a) Ln Ln z z LU OR z CY) Uj U ULU) a 0 ro- 0 z< 0 z 8 W T-4 C:) ;Z,- 2-: =� 1 LZU zz @ � I -W� U 8 8 j:j 0 F-0 z %D r,j 0 1.0 -r T-11 Ln Z 0 0 Z 8 21 rL 8 a 0 r JE D; 8 0 Z- F- 0 UZJ W z By Z 0, z 2E LU 0 M 5 Uj 0 !� 0 r CY) 14 Fm V-4 0 1 z 0 Lj- Z0 Q:3 1-- ox 8 >7 ej�- & 0 R1 LL z 0 z -C 0 Lu F- III- c) LL z LU > z z SCALE AS NOTED PLOT DATE 07/08/2011 VERSION NO. inoo JOB NO: 11-0958-0961 SHEET NO. S3M i I- r