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(1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:<12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATION BA ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 )22232S ELEV. VARIES41111111 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" \\\ \kALUMINUM FASCIA GYP. TYPE "W" @ GARAGE WIA HABITABLE ROOM 12\'U\.N , 2x SUB FASCIA 0. ABOVE) W/DRYWALL '\-1 2" VENTILATED SCREWS @ 7" O.C. SOFFIT CEILING& 8" O.0 WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W1 1 #5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90- HOOK (SEE DETAIL) TYPE 'IS" MORTAR FINISH 1 x2 PT WD FURRING @ 24" O.C. A ------------ARCHITECTURAL 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB S AT GARAGE CONTRACTOR MIN PSI MAY VARY PER PE TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE iX CONCRETE SLAB W/ 6X6 U, NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E C14 z 00 I> LE 6 MIL VAPOR BARR!�� Eli 1 0 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR 7111 ASTM D1 557) 3' LR. (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" V-0" Q3 (1) ROW 2x BLOCKING @ M I D 2x #2 SPF STUDS HGT. FOR WALL HGT. !� 8'-6". (2) @ 16" 0. C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SI MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6,x6 W1 x W1.4 CHAIRS (TYP.) Cl) WWF OR FIBERMESH v . > 9 1=1 I 1=1 I I -I I S1 ji�Fl I Ed I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I' I �8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB I INFORMATION. OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS/ DRIVEWAY CONCRETE SLAB�\\ PAVERS SCALE: 3/4"=V-0" S3 -I--- BLOCK WALL BEYOND 14" O.H.D. RECESS SEEA/S30RJ/S6---- 1 3"1 MIN. CLEARANCE L IF TI IL FOR REINF. INFO. 1' .4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. E 4-4 1/2" A__, LEV. L 1_? A. F. F. I �11 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES .P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR 04 #5 VERT. IN FILLED CELL GI FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY C14 2x P.T. PLATE ASSUMED FINISHED GRADE 7 FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" BLOCK WALL BEYOND EXPANSION JOINT 1311 0 H.D. RECESS 4 C14 L M . . . .. . ......... OP 11 1 IF SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4" (1 STORY) 11-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1�1'_s S3 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. V-011 A. F.F. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE 'X" @ 1 X4 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" 0 , C , W/ 2"'x3/16" PLATE WASHER (TYP-) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 21' 3 1/2" MIN. t> .0 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 1/2"(min.)- 4" '412"fmin) 4." LIIFIIFI- I IL I T> -115711 - (2) #5 CONT. 4" 1-411 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" 1/2" OR 7/16" 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 518" x 10" "J" BOLT @ 24" O/C W1 2"OX 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E SCALE: 3/4"=V-11)" -2x STUDS@ 16" O/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. a K.O. BLOCK -USP SPT22 @ EA. STUD 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 5/1 (A 0. 0 -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING I F_ BAR -WEEP SCREED INSTALLED PER MANUF. "�"-#3 OR #4 REINFORCING BAR L1_ __ , .. t>. i;� #3 & #4 LAP SPLICE U"Ur_ ffu IV] 1114. ry= WKS! t> t! . . --- 1, �> - [GRADE 60 MIN. Fy-- 60ksil Ce) FINISH GRADE BO t> 25" MIN. LAP [30" MIN. LAP] I F_ 6 MIL VAPOR III I iEl I IEEI 1 a �ir= 0? IEI I I- __-- #5 REINFORCING BAR R 17/8" I CN 2� lizi'll =11= =11-111-1 #5 LAP SPLICE 1 r COMP. SOIL. (COMPACTED TO ILI 95% MODIFIED PROCTOR ASTM D1557) 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BID. 2" HOLD GYP. BID. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" OIL GARAGE 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/21 "O.C. EMBEDMENT @ 12" O.C. W1 DRYWALL SCREWS @ 8 STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 737-- 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 00 Cl) 6 MIL VAPOR J:j BARRIER L4 �,V INTERIOR WALL SLAB STEP NON-BRG. K� SCALE: 3/4"=V-0" S3 ) 36" MIN. LAP P6" MIN, LAP] 101, __--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS ( F SCALE: N.T.S. �3 C - 0 %All A - 10,11 A 3 1/2"(rr 00 MIN. TYPICAL THICKENED SLAB EDGE rL 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 c-,j c� CIO E 4 117 ILI I I I EEd I LEI 11. 1' SEEA/S3/J/S6 ''T-4" 'a 811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=V-07S3) 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. FOR WALL 3 @ 3rd PTS NOTE: SEE SECTION C/S3 FOR :5K ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE W W IL V) a. W -,- Fin F11 ==Fl I= (2) #5 CONT.- ON 3" CHAIRS (TYP.) � PLAN (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 IDE IF APPIL ABIL . 5/8"- EXPANSION BOLT @24 " O.C. W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 C14 WWF OR FIBERMESH - C'? 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4"=V-10" G S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD M CONT. FOOTING STEEL-\ MAT REINFORCING. z GRADE 01) I-T 0 LU z W - i.- LU n F- a- Lu 0 0 N Lij z 0 W cf) on x L) U_ LU -FOOTING - 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. "'i,, S3 62 C U Z 0 C .L V� C Cz (y) C� 4- LU E Ccv)) coo 0 N co U U) 2 0) cc,',j E V) Ln CO co �2 CD 0)0 a) CM M I go) " - co '-E 0 _!2 N 'oe a) 0 :E CLO 0) :3 0 00 0-00 0 0 < F�l LO 0 't 't 0) A 8 E D. N C B D 0 C G V*p A. ,gitIL 0 0, ko It 6A _j LL S tz nN M C, .A01 On Ric) LU % L EIA 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. CD T-4 M Z rn 0 6 14 t.0 rl. C:) rn C> a-rn < .2! (0 (L L_ -a 011 > 0 z Ce Zi < Z -C 4.J z W LLJI C:) M Lr) (1) Ln - Ln U z LU 0 0 LLI LL Lu -Z 1.- 4 [L LU < Lz, R f V) a 0 >_ z < 5 zo 0 zoo_o� Z>-<Uz< CD LzL, zz z LLI a- U C� 0 Lo 7) 3' U 0 U of.- b N 0 Z @ c> LU LLI z Lu T-4 2: tL.0 0 Ln Q� 44: Lu ILL, Q� ze �,� t, Z L) Lu 0 U Lu Ce In z 0 &0 F Z CY - LU =5 OZ LOU z 8 gf ;c o 'F- - V 0 0 Lu F- LL 2 > 0 CM 0 LL Z LU C:) L1.1 Lu < W,:c & �Lu 2: 0 0 D < 2 LL 0 z z 0 Uj < CL LU 0- z c) < g z LU Ln z 0 P-1 _j SCALE : AS NOTED PLOT DATE: 09/10/2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO. S3M 111 111 11 1 1,11L llfillii�Aij 11a 1 11117