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I III ' 1' 1 1 I° II I 'IN VI 1, 1 Ill. 9 "1 1 1 1 I 1 111 " am I -- FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Imo_ P') VARIES INS 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 V (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 & B FOR WALL HGT. > 8'-1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & (1) LAYER TYPE II (#30) @ 6 MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH `'' (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - I — HURRICANE ANCHOR @ EACH z _ TRUSS (SEE UPLIFT SCHED.) W/ g = 4:11 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT (GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 FOR ADDITIONAL SLAB ELEV. VARIES S3 — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C 12 N.O. 2x S.P,F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS 0 2 OCKING 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING � \---TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %(U.N.O " GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END .1HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) ((OOR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8- x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" x P.T. BOTTOM PLATE ELEV. 0'-0° O.C. OR 5/8"x10'WEDGE ANCHOR O.C. OR 5/8"x10'WEDGE ANCHOR A.F.F. @ 24" O.C.) AFX2x x 6 W1.4 x W1.4 @ 24" O.C.) 2A6 x 6 W1.4 x W1.4 WF OR FIBERMESH WWF OR FIBERMESH 0 (z31/2"MIN. ELEV. 4-3112" z A.F.F. O ° 1/2"(min.)-4" o 00 _ N 31 /2"(min.)- 4" I o • IT (2) #5 CONT. l I I I --r 4„ 1 14,E 8„ U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GONAl E�1 GV� ��E°5� QGs� �G� •�NJ� s 31/2" MIN. 1/2"(min.)- 4" oD D ° (2) #5 CONT. 4„ U.N.O. IN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 8"x8"X16" KNOCK 4 MI EXTERIOR WALL 8" C.M.U. THIRD POINTSx BL @ 2x STUDS @ 16" O/C -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c`7., AYERS W/TOTAL THICKNESS 7!8" OVER GlS3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" �° ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. r3RD CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL FINISH ASSUMED FINISHED D PER MANUF. #3 OR #4 REINFORCING BAR GRAD 1x2 PT WD FURRING @ 24" O.C. GRADE N D . E 0 N. Fy- 40ks1 v ° .D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ° 2� M — °. FINISH GRADE 50 2 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWN p p U.N.O. FOUNDATION PLAN FOR CLARITY D ° _ _ _ _ °O 6 MIL VAPOR BARRIER a ° 0O R 1 7!8„ FOR LOCATIONS) p p D N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER p ° =1 I=III= —III=1 - z ° — T- VS I AP RPI If F= 4"x4" INSPECTION _ _ _ _ NOTE: g =III—III=1 • _ _ I 31/4" BASEBOARD PORT AT EACH I—III=III- (.I FOR BEARING WALL =III- —III=III=III= '- COMP. SOIL. (COMPACTED TO — FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ —I 95% MODIFIED PROCTOR ASTM — — — MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR _ _ _ _ _ —_ I— =III= = = = = =III=III= III= =III=III= D1557)—rrr- MIN PSI MAY VARY PER cn TO CUT BLOCK OR POURIII= -I 1-III—III III=III— =III=III— — = I=III=III= —1' = —III_ l 4" 1'4" MUNICIPALITY. CONCRETESLABW/6X6 W1 4XW1 4 WWF OR n- = CURB DUE TO SLOPE NOTE:EXTEND —III==III III —"'—' � I III—"'— FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH., DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. I c 6x6W1.4xW1.4 ° I I — Ib 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ _ D _ - z_ min. 4" ---" I z BARRIER ; 1 a A. a ' COMP. SOIL. � ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14I -j /-O.H.D. RECESS -� 4tI 4" — i�T _ _T C? T i' I I=I I II .�'1. •.. I II SEE A/S3 OR J/S6---- -IL I I ITI I ,,, , I i t FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" 'v GRADE (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS'E, N. M SEE A/S3 OR J/S6 ---- _I L, I I I Ir—I�I I , , I 1 I rLr, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0101. . J CONT. BEAD SEALAI` a INTERIOR -3 1_ /2" j CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Q° n 0 M 6 MIL VAPOR -`I I FIT'_ BARRIER 4" 14111 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 `I ' WWF OR FIBERMESHI c') K S3 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 LU D w U _ I d. 1- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 261 6x6W1.4xW1.4 WWF OR FIBERMESH r ° P D. I I I 1T1111—' O (2) #5 CONT. "=1 I_I, � = II , , ( , ,,(j , , I ON 3" CHAIRS ( TYP8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN Ti I M AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °O FOR STRU T C URAL BEAM SIZE & Z(4P.T. CONNECTION INFO PLATE ins• O.S.B. 2x4 #2 SYP P.T. FRAMING w/ _ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w � SCHEDULE Cr � w oW U) FLR SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 1991&1:11.22-W-11i SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS *21111`1. • r• . . SEE A/S3/J/S6 --` 1 *" -' "8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. c' ' C'M °° GRADE w z °=I �111=III=1' z w =—III=1 III=1 == w o w14 Z 00 = -III= • r� • a4 ILL U III=1 =III=11I� III=11I I I =III=III 1 —=- FOOTING w =1 I I=1 I =1 I FE1 11=1 I III I_ c, II=III=III=III=11I II III=III BEYOND PAD REINFORCEMENT "-=1=1—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 z C — O z O z Q J Cl- O C cn 4J ,i, � p 'U - w OE C ~ o o (%� � ~ r- mn U w s 1 i3; � .. _ 8 0M M C @ M N 'O cif 0` aN L LL 00 0 Y U, O4 Q C& A ' B D, .4A. it Ar liSlit ( N CN CN 1yyI�I �o A a �i �a <LL it {;j-u�,Sy��s41 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O a) �I�'O M V) (0 Lr) In O r-, Ln Q U U Q 00 Q ry Z WJ CD d' 0 z z `LR Fz a r0,zQOU zQQ0 I -gzwz z "go�L_Uj aNULO :D3: �=OSWN C:)LU�W 1 aOZOO CD 3 L0 (V N LU J W Q O to Y CC I L< 0 rOz�o[t� L 0 W UZ, z 8v: � a 0 L Z (9 W z 0 aQ-JIQUp•' $h-0�Q2 V� >�oa �WOLLZQ D < d- N a0Wa O Q re)`t J A Y W CL o M Q LL LUJ Z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-5172 SHEET NO. S3 (MONO)