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N x LO CD v, r` 00 I 0 i Q �s I` W LO O r` 00 I 0 a 3 Q 0 O a 0 ILL 121 0 U CS i 8 0 i a _3 C 0 0 N No N 0 0 0 a N N LO 0 v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Typ-_)VARIES / INSU 5/8" OR 1/2" HIGHJ 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) 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2 #5 CONT ON 3" (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 1 & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° p (2) LAYERS TYPE I OR TYPE II p (#15 OR #30) UNDERLAYMENT - ° I I 4 FOR ROOF PITCH 4:12 OR LESS. II toI PRE ENGINEERED WOOD L ° TRUSS @ 24" O.C. U.N.O. WTI.' HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" 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 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - ALUMINUM DRIP INFORMATION. EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. 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 SIMPSON SP2 w/ (12) 10d NAILS 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/ _ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" _ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2"- z �31/2"MIN. ELEV. 4-31/2" JF, 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. p p I'8 1/2"(min.)-4" p 1/2"(min.)-4" 00 ;n) rr31/2"(mi.- 4" (2) #5 CONT. -� 4„ I�l t f1 ;,I --III , 8" (2) #5 CONT. 4" ,� , �8" U.N.O. MIN.U.N.O. o TYPICAL BEARING WALL @ STEP @ SHEARWALL K�C�TYPICAL BEARING WALL @STEPrcc "SHEAR WALL" SCALE: 3/4"=V-0" noW �0 40311 M SCALE:3/4"=V-0" S3 EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS FORM SUBMITTED WITH PERMIT APPLICATION /' \ NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO, (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ 10 10d NAILS ( ) TYP. - °c1V - 04 #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ., E 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. 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING h BAR w w #3 OR #4 REINFORCING BAR 0 ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE ° 740kSii] i . ° ° . ° GRADE 40 MIN. F x a r 1x2 PT WD FURRING @ 24' O.C. GRADE C, ,� ° z #3 & #4 LAP SPLICE _ - GRADE 60 MIN. FNFINISH GRADE °0 [ a 7 I (1) #5 VERT. IN FILL MONO OR STEMWALL Z �'� - - - a ° 25" MIN. LAP [30" MIN. LAP] a- -��- 1/2" GYPSUM WALLBOARD ° - ° U.N.O. CELLS (SEE FOOTING MONO SHOWN 4. ° T 00 W - - - FOUNDATION PLAN FOR CLARITY p D 6 MIL VAPOR BARRIER - a -I I T FOR LOCATIONS) P D III-III=1 -I �*1- I I_�jT 1 N z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER ° I, III-III=I I_ -III =III- z I '�' �j T #5 LAP SPLICE I III -III III -III III II I • - - - , 4 x4 INSPECTION- 31/4" BASEBOARD PORT AT EACH NOTE: g III -III 1--1 I I 1 11= . c" _ ° ° 36" MIN. LAP [36"MIN. LAP] FILLED CELL TYPICAL 'FOR BEARING WALL - - - r COMP. SOIL. (COMPACTED TO - - - - -III-III I III-1 1, W/ UPLIFT ONLY _ _ _ _ _ __ 95%MODIFIED PROCTOR ASTM =III- 10" MIN. 2500 PSI CONC. SLAB - - - - i= co AT GARAGE CONTRACTOR _I _-III III -III-III III = III -III- III III- III I D1557) � III- , �� - MIN PSI MAY VARY PER cn -! III -III III=1 III=1 =1 III-1 III=1 =-III III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1-1 l l l =111=III=1 1 1 1. III=1 -III #6 LAP SPLICE CURB DUE TO SLOPE - rDN\� CONCRETESLABW/6X6 a NOTE: EXTENDFRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Cl) c _r ° I ° I > 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° - ? min.) 4" BARRIER ; p 1 a ° COMP. SOIL. ° °p (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, BLOCK WALL BEYOND 14' O.H.D. RECESS _ z *. I 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 J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" �t GRADE T � r JlT r rn >n _ #5 REBAR w/ OPT. Tf-10) SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB �0-01, J CONT. BEAD SEALA& INTERIOR a.. -31 11 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB AGE Cl) 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE Ix > w 6x6 P.T. #2 SYP w III ABU66 Cn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ` 6 x 6 W ..4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH , a BRICK PAVERS or SLAB PER COMMUNITY SPECS 111-,-1 I �II.� III- � I I- -1 I I• . . . 901440011 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._' E 6x6W1.4xW1.4 WWF OR FIBERMESH ° .jj. ° TTT1.Tifi' o (2) #5 CONT. 111ti=fll,- I , ff1 I 1 ON 3" CHAIRS (TYP.) L1, 1,�11 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" VARIES S3 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 -� I ' + �L 8" FOR REINF. INFO. l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL- TEEL MAT REINFORCING. I'7 00 -GRADE_ _ - ° 0 II -III ° °• =III-I_I_I. III z I.- w o = _= -III- = w oWLUw -III =II =IIL Z on Cl) =11 III-1 -1 _11 l III =1 II 1 it BEYOND FOOTING I1-1 I I_I I I I I I I..I I I I I -III __ I I III III II-1 I I, I :III.. BEYOND PAD REINFORCEMENT -i-I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K�N SCALE: N.T.S. S3 '°•.......... ��'�9j„?GeES510�P 0 i!ii9� to To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 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 seat. W a g 8 �(p9W 0 p) N C N 5 Y) ##w - fi rn r '0 LL J 4. LL LLLL a a �zo Z mc�' Lp� ego W 7 �ryfD m m -j a LL = r�2°n'°' co NZ <ON inQ N U J CD z z WNW N0Q) c� € (� �O�$ w c J' � E S • �Q U Ch 0 I� __ r< J E 0 - g �® V zo� (O ~ @ � O gg$z $o Up U z iv <o �� m� � sZ x 05 _j S2 g z a Wo T y kz S a� _< o- �M � ^� CI, cc W as •� c f° Ln N CN N N a 7- O ICU 0p I T ci � N � M y ; N M o z Z 10 E y w a ci ¢ o JOB NO : 20-8076 SCALE : AS NOTED SHEET NO. S3 (MONO)