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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES 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 TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE I 1 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4x--12. 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 //--SHINGLE ROOF ///��7/16" 0 S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjJL-� LUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA �sEE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W1 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE 'IS" MORTAR _----ARCHITECTURAL FINISH 1x2 FIT WD FURRING @ 24" O.C.-/ 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 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 W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 00 6MILVAPOR-"/ BARRIER CNI COMP. SOIL. (COMPACTED TO 95% M. MODIFIED PROCTOR ASTM D 1557) :711 3 MIN, CLR. (2) #5 REBAR CONT STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" 11-4t' I I U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR fO RECEIVE PAVERS DRIVEWAY CONCRETE SLAB PAVERS�\ BLOCK WALL BEYOND I 14" 0 H D RECESS 00 SEEA/S30RJ/S6-- -Ii:1T �F-Ii 11 F1 -Ir-,- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS (�J.i SEE TYP. WALL SECTION FOR SCALE: N.T.S. "ItI �3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P,T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) Z. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� V-13". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-13". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH co A 9 A Tr=I r=l 19, 1:14 11 L8" 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. rG G 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" //-2x S.P.F. S DS 16"O.C. A 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C M U - 11 1 x P. T.' ST U D SEE CC/S3 OR It - #5 VERT. IN FILLED CELL C14 G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8"x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY �2 2X P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 > p �:n NOTE: 's > z "FOR BEARING WALL �2 W/ UPLIFT ONLY I rmtwl il wur--, I -I[E, FIR FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4.1=11-011 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 1311 r-O.H.D. RECESS C .2, ;t -4 -.0 -1 LT SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12' OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2X BLOCKING @ THIRD POINTS 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 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"* x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELEV. V-011 (ALT: 1/2"xl 2" TITEN HD @ 24" Ilk O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" MIN. K ELEV. 4-3 1/2" A.F.F. 00 TYPICAL "SHEAR WALL -TRUSS BOTTOM CHORD OR 2x4 BLOCKING `TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 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 TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.0, USP SPT24 '.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. CONNECTOR �1) ROW 2x BLOCKING @ MID HGT. FOR WALL ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < X-13". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN --4NSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"4/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 @ 24" O.C.) 6 x 6 WIA x W1.4 21' WWF OR FIBERMESH 3 1/2" MIN. L WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. 811 4' V-4" U.N.O. MIN. BEARING WALL"' STEP"' SHEARWALL C UU) Py SCALE: 3/4"=V-0" S3 rc -2x STUDS @ 16" OIC 14SULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER " Nq 1/2"(min.)- 44e' 00 1/2"(min-174" ..UL11 1= I r= 117, (2) #5 CONT. 1 1,11 -111 111 811 MIN. U.N.O. TYPICAL BEARING WALL " STEP `QCT 6C C� SCALE: 3/4"=V-0" S3 I' TM-11, --1 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST LAYER 3 H K H. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR F2) 2X P.T. PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING FIBERMESH W EEP SCREED INSTALLED I I I BAR E PE PER MANUF. '�"-#3 OR #4 REINFORCING BAR 2� GRADE 40 MIN. Fy= 740kkSIj #3 & #4 LAP SPLICE :U - FINISH GRADE 60 2 [GRADE 60 MK Fy- WWI F 60 1 2 5" MIN. LAP [30" MIN. LAP] A 6 MIL VAPOR BARRIER 0? 1]]�� 1HE1 I M- I = . F!, 777 7 771 "1 I'll I #5 REINFORCING BAR R 17/8" t> #5 LAP SPLICE I 1 /11 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM . : D 1557) 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2", 1/2" FROM SLAB 01-001 CONT. BEAD SEALAI',, oil -001 oil < INTERIOR 4. -3 1/2" E� t�! CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E =:E1 .1 OP 6MILVAPOR --11 1=17' BARRIER W-1 19 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -71 -'----INSULATION PER CHART ON FLOOR PLAN CONT BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 M m 4 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" rd lot, � 1- 1111111\�yy ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE SCALE: N.T.S. REBAR DETAILS rF 6 x 6 W1.4 x W1.4 in.) 4"--., 4 A 111-11, -1 1 1-1 1 00 1 GRADE 1) #5 REBAR W/ 0 MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" S3 co VARIES 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH !rz4 C� 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 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 W 0 . 1:1 P W Cot a. I> W In )R FROM TE (2) #5 CONT.- ON 3" CHAIRS 8" 114" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� V-13". (2) ROWS 2x BLOCKING @ 3rd FITS 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#) E 6 x 6 W1.4 x W1.4 C-14 WWF OR FIBERMESH I Cl? 1 a 1 - -1ril, IM r I 9 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS TO FOUNDATION PAD -E NG. MAT REINFORCI CONT. FOOTING STEEL 9 GRADE 00 M - -11 M , , - . . .LU 4 -j 1 40 0 - Ed I I' Z U-1 I= UJI D a. F9 I I- , -I- - 0 Uj a 0 LU (n LLI 00 < U- 4. FO OTING �E �EE I EE I BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. S3 go L0 013 z -0 (14 (0 C/) to < [�- C"I 0) ce) 0) I r,- to 0) 0 0 N -0 U- a V) (D M C cc 0 E V) ,- :t' 6 = M 4--J 02 z 00 (0 U q0 0 LU V) E c.) , C') 0 C�-,- 8 C,) -, E 0 Fn M 04 co 0 0 u- i�� ASEENEEM C vo) 0 ( i Cr:l f - a 0 < 0) 0 0 0 U) < to (1 B Do N C 13-D-C I.' 0� 'xi N, S E, -x ZZ, !v UZ 0 U- a -&?- -2 e 01 z \§ LU to of LU C< en El 0 Tothebestofthe Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth 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, C) C:) 0 a) r-, P-4 4-J C) C) > C:) M Ln < C) a) - Ln LL C)- U C.L 00 z § E Uj C:) z <z O'� ox < 0 z Lo" U z < U-1 D z z W Z ce 2: a. 2 to 8 uj (n >< 0 zw z 0 -0 06 V) 1170 2: 2: 0 0 > - F- z U < > 0 ZO < 0 T N LL- z Lu z cl� < Ln (7114 9 z z r1`4 .0 0-� Z LU Lr) di 28'§ 2: z < 8 zw LO z t2 z < u) u) - V Z LU z < ul 0 z CL (n SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION N 0' 10 SHEET NO. S3 (MONO) M