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3 <br />L0 <br />LO <br />r` <br />N <br />LO <br />v <br />V) <br />0 <br />00 <br />0 <br />J <br />N <br />t2 <br />0 <br />I <br />x <br />LO <br />CV <br />LO <br />v <br />En <br />0 <br />00 <br />J <br />M <br />0 <br />I <br />M <br />i <br />N <br />O <br />0 <br />Ln <br />LO <br />C> <br />3 <br />Q <br />0 <br />i <br />E <br />1,2 <br />0 <br />x <br />v <br />0 <br />v <br />0 <br />N <br />N <br />LO <br />45 <br />0 <br />0 <br />No <br />z <br />0 <br />0 <br />C> <br />z <br />W <br />m <br />v <br />N <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) <br />VARIES <br />INSU <br />5/8" OR 1/2" HIGH ---- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP.TYPE' @GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & . <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER D ° <br />SHINGLE ROOF, SHINGLES TO a _ <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM 1 _ <br />I-1 I �I 11= I I -I D I I-1 I -I 11=1 11-1 <br />D3161-CLASS F, IN ' �I I �„J � I T�I °I III <br />ACCORDANCE w/ TABLE —_ <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) 8„ <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR �~ <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.—/ <br />112" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />n NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />FINISH 4" to 6" <br />"FIBERMESH"DECO <br />BELOW GRADE <br />E <br />� 1T-I I <br />00 <br />'2' <br />M - — <br />.JIYALI <br />D <br />2 <br />6 MIL VAPOR <br />BARRIER 1 <br />� <br />N <br />11 <br />COMP. SOIL. p <br />T <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR T <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. V-4" (1 STORY)l <br />ON 3" CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />U.N.O. 4" 1'-8" (2 STORY)l <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Yz" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' <br />PAVERS O.H.D. RECESS z <br />^co <br />4. <br />j ::. <br />4" co <br />—LT(I •.e. III I <br />SEE A/S3 OR J/S6—' l 11 11 IM11 I I I - <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10)10d NAILS —� <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY ' <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />rM <br />I <br />GARA( <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />II II II II <br />5/8"OR 1/2" HIGH STRENGTH —� \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF _/ \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS 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. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />cl c%i n- n-, (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />@ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" j6x <br />6 W1.4 x W1.4 <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />�31/2" MIN. �31/2"MIN. <br />o °1/2"(min.)-4" _ y L[ <br />s-r•r D M <br />31/2"(min. - 4" T ° • — 91F 31/2"(min.) - 4" =I —I I <br />00 <br />III— �_ _ _ ITT <br />— <br />r[= _ <br />(2) #5 CONT. T ,�T 'r (2) #5 CONT. I 4 I �} ' ' g <br />4 1'-4 8' " <br />U.N.O. MIN. �'� U.N.O. MIN. <br />TYPICAL BEARING WALL aC� STEP an SHEARWALL t C TYPICAL BEARING WALL @ STEP <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />ooN ol( <br />sEoo� <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O!C <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />\ <br />1 " x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />c" <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL <br />5!8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8"THICK. <br />@ K.O. BLOCK <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />`" <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />T <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />`, <br />D D D <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />Z <br />M <br />D <br />p D <br />FINISH GRADE °O <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />°O <br />6 MIL VAPOR BARRIER I <br />D ° <br />— <br />°0 <br />Z <br />#5 REINFORCING BAR <br />R 1 7/8" —� <br />N <br />I T T <br />#5 LAP SPLICE <br />r COMP. SOIL. (COMPACTED TO I <br />95% MODIFIED PROCTOR ASTM RL <br />D1557) = 11- I I I rfFII I P <br />4" 1'4' <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min,) 4" <br />° °v GRADE <br />W C <br />—I � f <br />_ _ _ _ (1) #5 REBAR w/ OPT. <br />' I —III— I —I 11= I I I=1 I 11=SCREI=N ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS d <br />CV <br />M <br />CV . O . f . <br />-' I1Tt= _ <br />=1=1I 4IF <br />II °° <br />SEE A/S3 0R JlS6J -'lll l 1111-1 ilir <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALM <br />A. <br />INTERIOR <br />a�. -31 <br />•.. .,a7. <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />ap a <br />OO C <br />E <br />— <br />M 6 MIL VAPOR z = <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"= V-0" <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E z <br />6x6W1.4xW1.4 c� <br />WWF OR FIBERMESH <br />A <br />SCALE: 3/4"=V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />Zz J BOLTS 6" MAX FROM <br />LU END OF 2" x PLATE <br />LU D <br />U <br />a 7 ° <br />U) =III —III p <br />g 1=1—if—Tff= _ <br />LIj <br />° <br />1 /2"(min.)- 4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10--0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N _ <br />WWF OR FIBERMESH E 7 <br />D. I Ijl— O <br />Tr-rrr-rrr__� <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />(TYP.) <br />8" V-4" 8" <br />PLIUF <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS rF WALL w/ UPLIFT <br />SCALE: N.T.S. G <br />S3 SCALE: 3/4"=V-0" S3 <br />VARIES <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. x CONNECTION INFO <br />1 1/2 RECESS FOR <br />S.G.D. (U.N.O.) <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />SEE PLAN FOR <br />• <br />TOP OF BEAM & LAYOUT DESIGN <br />—� <br />a 1I I —If 5I I=TI 7I-IT1 <br />SEE ROOF PLAN <br />°-- <br />(2) HTS20 FOR STRUCTURAL <br />'r <br />E I_�,=RII,=�rLT=rL,>7�II LT� <br />BEAM SIZE & <br />41 <br />N I ar <br />CONNECTION INFO <br />° 1 <br />2x4 P.T. <br />� W PLATE <br />os.B. <br />COLUMN LOCATION <br />4 P T BT P <br />i <br />T. I �. <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />= <br />SEE A/S3/J/S6 — Tr—rr `— <br />MIN 7/16" O.S.B. SHEATHING <br />�+ g <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />W <br />° <br />SCHEDULE <br />E <br />> <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />EsW <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE: 3/4"=V-0" <br />�,,S3 <br />SECURE 2 <br />SEE DETAIL 16/D1 FOR <br />x M. LATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />0'C. <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _ cy <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />w <br />SIZE VARIES PER PLAN <br />r� <br />> <br />w/ MIN. (2) #5 VERTICALS <br />00 z <br />GRADE <br />> <br />w <br />FILLED SOLID (SEE PLAN FOR <br />o <br />w <br />SIZE AND REINFORCEMENT) <br />0 = <br />• <br />U) <br />= <br />H Q_ W W <br />w <br />/� BRICK PAVERS or SLAB PER <br />p o _ <br />• • <br />• • <br />Z <br />_ z a <br />/ COMMUNITY SPECS <br />L` <br />0-0 FIN. FLR.jk <br />IRV <br />oo�•o,•c , ,. ,�o,�,00,�oo <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: N.T.S. S3 <br />e•� <br />N <br />O <br />NI <br />CV) <br />r <br />Z <br />w <br />a�u <br />m tV <br />" <br />= 0.. <br />N fd O <br />Q — N Y <br />N O7 <br />E L c <br />¢ 3 <br />io y <br />a� a <br />T <br />y d <br />E <br />o <br />o. u <br />0 <br />-t <br />- <br />CN <br />-} <br />- `-' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginee s signature and seal. <br />M <br />a <br />E <br />8 <br />O <br />0 <br />.2 co M.N ib <br />to <br />n -,.n <br />0 <br />4 <br />_ <br />v *u <br />C u_ W W <br />J � u- a <br />— a a Y <br />-_ o <br />�i <br />W <br />= Co N (p <br />og °' <br />W <br />Z <br />us <br />Ch °' m w <br />- NZ a <br />Z <br />< x <br />N O U <br />0 <br />6 <br />W <br />❑ ❑ <br />z N M <br />z <br />Q <br />� o <br />a-1 <br />(� <br />w <br />� <br />U <br />0 <br />N <br />N <br />w g <br />c <br />.) <br />U)U <br />U <br />W <br />J <br />= 4-.0 <br />U a <br />• <br />C U) I <br />� <br />0 <br />t � <br />O <br />w <br />coz <br />M <br />J <br />O?5 <br />Q <br />LL <br />ci U <br />Z o <br />n <br />14 <br />n O <br />V <br />z© <br />p a <br />co_ (0 <br />, o <br />� <br />Z <br />t <br />z= <br />zLL <br />z'r <br />m v <br />J <br />aw <br />S <br />O�i <br />z° <br />QU <br />W <br />T <br />op <br />a W <br />m <br />�� <br />SO <br />~ 3 <br />x <br />ca <br />wa <br />o1< <br />Z Q <br />-O <br />°? <br />U <br />�O <br />0 <br />= <br />7 <br />L0LO <br />rn <br />Q <br />~ <br />00 <br />(0 <br />O <br />d' <br />a <br />Y <br />0 <br />O <br />r' <br />U <br />U) ° <br />N <br />M <br />V) <br />m <br />>, <br />0 <br />' 0 <br />61 <br />T <br />CIOO <br />Lf�I <br />co <br />IM N <br />Ln <br />N <br />NQ <br />co r- <br />T <br />E <br />00 <br />Cfl <br />iri <br />o <br />z <br />cc <br />z <br />:3 <br />O <br />M <br />E <br />a0 'a N <br />c <br />a <br />0 _j <br />Q o <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />