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12 (TYP.) VARIES INSULATI 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. HORIZONTALJ NAILER STD. 90- HOOK (SEE DETAIL (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. 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 LUMINUM FASCIA 12" N.O. 2x SUB FASCIA 2" VENTILATED SOFFIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ___��8" C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL -,------FINISH 1x2 PTWD FURRING@ 24"O.C.-/ dl�l_ 1/2" GYPSUM WALLBOARD--------'-'...- (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN --A FOR LOCATIONS) 1x4 P.T. BASE NAILER ;z 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB -S m AT GARAGE CONTRACTOR MIN PSI MAY VARY JPER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE iX CONCRETE SLAB W1 6X6 W /-NOTE:EXTEND W1.4=1.4 WWF OR DECO FINISH 4" to 6" TIBERMESH" BELOW GRADE -- - --------------------- - ----- ----------------- - - ----- 00 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED 10 W/o MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" 1 MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. :� 8'-6". (2) @16"O.C.W/(2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2� APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & C� @ 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 =-I I Ml I 1=1 I 1=1 I =1 I Fl I F =I I 1=1 ir =11=11-11 -1 L= TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT 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 I DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB:N 14 - -]//-O.H.D. RECESS PAVERS Cl) :4" ILI- OP I LEI =1 I 1=1 SEE A/S3 ORJ/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-13" (1 STORY w/ DEPRESSED SLAB OPT.) 1'.8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 0-1-011-1 CII KInRAIKI A 1 01 nt'll IA/1-rU 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. ELEV. 4-4 1/2" A.F.F. 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR Ys" 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 W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"o x 10" "J" BOLT @ 24" O.C, W/ (ALT: 1/2"x`12" TITEN HD @ 24" 2x3/16" PLATE WASHER (TYP.) O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 2" C 31/2" MIN 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR ,2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11'8 1/2"(min.):Cn 00 =1 I 1=1 I I al I 1=1 I F, 9 (m � In 4 mil -Li r=I,,, (2) #5 CONT. - Lt 4-1 1-4- 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP a SHEARWALL �C "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. V - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ EXTERIOR WALL 8" C.M.U. THIRD POINTS 1 "x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8'. x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C14 2x P.T. PLATE ASSUMED FINISHED IE SCALE: 3/4"=V-13" -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 0 K.O. BLOCK 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN 5/8"' x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"x3/16" PLATE WASHER (TYP.) V (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR t @ 24" O.C.) 6 x 6 W1.4 x W1.4 3 1/2" M IN. WWF OR FIBERMESH 1/2"(min)- 4" oo� -1 MIEFI-1- 4% C31/2"I(min.);4I, (2) #5 CONT. 5� U,N.O. MIN. TYPICAL BEARING WALL @ STEP C C� SCALE: 3/4"=T-O" S3 ) -USP SPT22 @ EA. STUD -2X P.T. PLATE 20" MIN. LAP -WEEP SCREED INSTALLED PER MANUF. ""-#3 OR #4 REINFORCING BAR [MIN. Fy= 40ks], FJ IN ;F4 LAF Z5FLIL;t FINISH GRADE 00 25" MIN. LAP LIKAut t> - - ------ ------ MONO OR STEMWALL--., FOOTING MONO SHOWN FF 00 FOR CLARITY 00 6 MIL VA .11 - - -1 POR gill F1 Fl 77 Mi I --= -111 --=T - El I 1= #5 REINFORCING BAR z El I I- - 2 #5 LAP SPLICE NOTE: H711 "L L *FOR BEARING WALL COMP. SOIL. (COMPACTED TO ... . .. L 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY 7 D1557) ;:J, 4" 1�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"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" 0 H D RECESS Z:E --- - - - - ---------- _!� ------ T 0- R= I IT= :�l I IEEd I I='- I. -El 1 50 I r 61, =I r', L SEE A/S3 OR J/S6 Ll� =1 91_TF� _11F=I 11T I I FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1 S3 ADDITIONAL INFORMATION. I'- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2", HOLD GYP. BD. 1/2" FROM SLAB 0._01. CONT. BEAD SEALANT 01. -01. INTERIOR 2X STUDS@ 24" O.C. U.N.O. -3 1/2" ___:,�_GARAGE CONCRETE NAILS W 11/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. PLATE TO C NCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 WWF OR FI BERMESH Cl) o? Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. ("_K� SCALE: 3/4"=V-0" � S3 ) 3 1/2"(min.)- 4" = F 36" MIN. LAP S ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS r F SCALE: N.T.S. � �3 6 x 6 W1.4 x W1.4 WW F OR FIBERMES H < 4 GRADE .11 El I El I M I IE�l I IEEI I El I I I I 1=1 I 1=1 I 1=1 I 1=1 I =F711_1L=q1I #5 BP I IT =PF-1 11-1 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 LTI-11 1.1 1:&i 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH E 80 ce) 4 7 T - SEE A/S3/J/S6 it FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a) S.G.D. �m SCALE: 3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR OM 2x P.T. PLATE "I SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE =M=MEM- (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 5/8"- EXPANSION BOLT @24 " O.C. W/ 7 EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 Q WWF OR FIBERMESH 41, UrEF, E, 01 r 9 g =1EI r =F1=1MT, (2) #5 CONT.- ON 3" CHAIRS 8" T-4" 8" (TYP.) I TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD y Cl) z OD GRADE LU Z 0 _j LU LU 0 n- Uj o Uj co W z 00 M < ILL 0 < _,_��'�FOOTING -'J BEYOND PAD REINFORCEMENT-/ L'T' MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. C Lcj q 0 C Y) F�' Q) 0) -0 M E Mo 000 r, 00 U 0 o 0) cc \,' -N E 00 V) Ln C 2 ILL cr) CY) C\j if Q) 0 CL 0 0 0 00 a 00 < 0 A BD, Lo Z6 C .0 % 5 ",_` N M 0 -0 m X z 29 C) L) Lo To the best W16dih&dr`WnowIedge 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. C:> Z ;t-- fn 0 = 6 U-) r*_� C:) ro rIIIII, > 9.C: fu 0-001 0 zfa LL ;z .� < (L) 4-J Uj W C) fu Ln a) U) U Ln z z 0 LU _j 2� OZ LU ZZ �- �n L 00 LL, (-) M < Lzu E �- x V) 0 0 0z 0 P 0 z z < 8 2-: �M-: LZU 3 C:) I 2 z In � I uj ne _j J 0 U) 0 =) U MF_c�o U ::) LU N !2 0 Z@ C:) T__I V) kjo > Ln 0 I.0 < z U 2 9 0 'au V) M z 00� Z,-,- zo Uj F- �r =, (LDU z:r 8) 00 LL 0 LLI 2: F- E2 > 9 5 0 LE z LU LLJ ui < <y 20: no D 0 =) 0� 0 CY2: LL z 0 z < LU L, F- C) U0 SCALE AS NOTED PLOT DATE 03/31/2011 VERSION NO. 1000 JOB NO: 11-0441-0444 SHEET NO. S3M IT, -,i A 1111 1 1 1 IIIJJI 1 111 1 111 1 1 1