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(1) ROW 2x BLOCKING @ MID �n 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B HGT. FOR WALL HGT. s 8 -6. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c_ @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 e (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT - °' . .. ° r Q .'' p FOR UNDERLAYMENT FOR ROOF PITCH 4,12 OR LESS. - > - Tr REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - 12 HURRICANE ANCHOR @ EACH ZT(Typ') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" T METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 0 INFORMATION. 5/8" OR 1/2" HIGH---------' IGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" 5/8"OR 1/2" HIGH STRENGTH VWA/ RUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/8" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END OR e " " " GARAGE W/A HABITABLE ROOM (U.N.O.) ( GYP. TYPE X ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS --- L ------ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS ASrF HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACHOR WALL HGT. > 8'-1 SHEATHING W/ 8d COMMON NAILS @4" O.C. @ BOUNDARIES, 6" O.C, @NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"" x 10" "Jill BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24"x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHORx 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 2WWF OR FIBERMESH ° TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ @ (2)16d TOE NAILS @ EACH END EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS 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", NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 211 6x6W1.4xW1.4 WWF OR FIBERMESH • ° 31/2"MIN. l �31/2" MIN. ° ° a ° ° ° ° ° ° ° 4 ° ELEV. -0'-31/2" Z °� 2x4 CONT. ° ° A.F.F. VX ° ° ° ° ° ° ° ° ° d ° 1— > ° . ° , - 1/2"(min.)- 4" ° 1/2" min. - 4„ N 60 — 4 4 ° 31/2"(min, -4" ° •' ° GARAGE DEPTH VARIES ° (2) #5 CONT. 4„ V-4" 8" I MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL Cud STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" G° - A� A °411 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 2x SUB FASCIA 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, ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. M�N�M�o s SCREWS @ 7" O.C. 2x STUD CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 °° (1) ROW 2x BLOCKING @MID HGT. 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. @ 6" 0/C �- FOR WALL HGT. s 8'-6". (2) INSULATION PER 1"x P.T.STUD THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. ULATION PER CHART ON FLOOR PLAN NOTE: 7 ROWS 2x BLOCKING @ 3rd PTS CHART ON FLOOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"4" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON @24" O.C. VERT. OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) " " 5/8x 6EPDXY BOLT OR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ TYPE "S" MORTAR � (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR "SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING " E SPACED EVENLY FIBERMESH BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 a w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE ARCHITECTURAL TYP. c PER MANUF. UJ > FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.-/ ' GRADE e ° ° ° = z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a r (1) #5 VERT. IN FILL MONO OR STEMWALL ? t ; D FINISH GRADE [ ] [GRADE 60 MIN. Fy= 60ksi] a p . • — — 4 1/2" GYPSUM WALLBOARD ° I I 25" MIN. LAP 30" MIN, LAP — — — CELLS (SEE FOOTING MONO SHOWN o = w ° U.N.O. ° °° D _ _ _ O0 6 MIL VAPOR BARRIER � > ° - °Q w - - FOUNDATION PLAN FOR CLARITY ° . °. R 1 7/8"FOR LOCATIONS) " ° o ° o I=1 I I= (=III - I=III=i z #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° z - 4"x4" INSPECTION D D° III=III—I i I=III—III—III- 2) #5 CONT. e n I—III—III=111=III=III=11 2 #5 LAP SPLICE PORT AT EACHNOTE: g ° III=III=III=III=I I I-1_I_I - N • > ° 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS 31/4 BASEBOARD FOR BEARING WALL I=III=III= =III=I I 1=1 r COMP. SOIL. (COMPACTED TO - (TYP-) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ ___ _ 95% MODIFIED PROCTOR ASTM - 10" 1 �l 8 MIN. 2500 PSI CONC. SLAB _ _ - M AT GARAGE CONTRACTOR III=III=III=III ==III=III=III III=III=III=1 I I=III=1 I I=1 IHE I D1557) _ _ _ _ _ _ #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =1 I I-1 I I -.I � I--III=III—III=111=III=III=III=1 I I=1 I I=1 I I=III—' 4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR I_-III-III=III=III=III CURB DUE TO SLOPE I— — --= #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL E� SLAB INFORMATION. r sa = Z_ • t I A °° 6x6W1.4xW1.4 °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR -/ i a min. 4" BARRIER D; D 1 N <' ° a COMP. SOIL. 00 _ (COMPACTED TO 95% - - - - MODIFIED PROCTOR 7-- - ASTM D1557) (2) #5 REBAR CONT.--/3" MIN. CLR. 4 " 4" 1'-4" STD 90 NOOK (SEE " U.N.O. TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" GRADE #5 REBAR w/ OPT. 'REEN ENCLOSURE ON 3 CHAIRS TYP. MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z .f. • J- 4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS T M c — • : • 60 11 _ 4T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. NaN SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"VARIES S3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ 3 a () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH ci 10d NAILS TO TRUSS TOP CHORD M E AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO ° & LAYOUT DESIGN TOP OF BEAM < - SEE ROOF PLAN ;Q c_ 17 - • a'. ' °. • v a FOR STRUCTURAL P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. Ili: ol 1/2" FROM SLAB 0�0 -011 - • CONT. BEAD SEAL0 INTERIOR a • -31 /2 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 ° c0 € _ 1-11 - -T� I, � _— M 6 MIL VAPOR = - i'- BARRIER �I l liiil a BEAM SIZE & Q' ru d CONNECTION INFO �, - e . ° e I I - 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g zATTACHED PER NAILING FOR REINF. INFO co O . OPTION #1 w ¢ I'- ¢ aj, SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN FOR SEEORAL W STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M & BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD : d• INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. " ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS 00 ? 2 ai/ a —j E FILLED SOLID (SEE PLAN FOR - _ I I— = ° _ a ` 6 x 6 W1.4 x W1,4 SIZE AND REINFORCEMENT) _ =i 11= ° °. ' I= I= I= =1 WWF OR FIBERMESH Z= o- W I=III=1 III=1=1 III=� I=III=1 I I w I I=1 I- ° BRICK PAVERS or SLAB PER w 8 0 _ -III=I • • °• z __ __ - ' Z I=1 0'-0" FIN. FLR. COMMUNITY SPECS -ml Ti —I 1=III=1 1=1 11=1 I f==1 11=1 I I 1 111— 111=I 1=III=III III 1 I =I 11= FOOTING E I I —I I( Ili- I L—I I J Ili I l� l l l„ ,I I -I I L-III=' BEYOND III III -I PAD REINFORCEMENT it it 3 MIN. CLEARANCE v=•y SEE FOUNDATION (SEE SCHEDULEFOOTING WIDTH) 4 4 * • • a • e. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0° S3 SCALE: 314' = 1'-0' SCALE: N.T.S. �S3 C9 zCD Iz Q a V) 0 4- J w o •O w t/) C!'- �C3 ~ U �M M n®_ L 05 LL � Q � $ un, ¢ o e Dal IN Uyeae �yk.� CD To the best of inee s dge, ation, and belief, the structur �pqy(�!` contalned within these drawings c=i�i1N EII! Z017 Florida Building Code - Residential 6th Edition. 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 OBI, M Q V) 'p Ln z rn Ura'q aa 00 W E z �t ffi �a J a. Uggz o ZU _z � LEI �z 00 00 3-0 z C2 L 06 z S p U :a fa a Q Z� I- ° cos gal L z W u- J Ln rl W Z *k � Z zg to m O N 00 z _ rn T-1 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. S3