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3 <br />,n <br />W <br />4 <br />0 <br />m <br />r- <br />N <br />CD <br />0 <br />CT <br />0 <br />N <br />N <br />J <br />co <br />N <br />0 <br />I <br />i <br />c <br />N <br />N <br />Ca <br />C <br />E <br />H <br />fN <br />E <br />x <br />0 <br />c <br />c <br />J <br />LZ <br />O <br />U <br />v <br />U <br />i <br />0 <br />i <br />z <br />I <br />Y <br />i <br />c <br />0 <br />LZ <br />N <br />0 <br />0 <br />w: <br />0 <br />0 <br />a <br />rM <br />O <br />0 <br />M <br />w <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') VARIES <br />5/8" OR 1/2" HIGHS <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ 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. 9UH00K (SEE DETAIL <br />I V V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 1 V-0" (R302.11) <br />1 Rd TnFNAII S T P. R <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 I r I ,-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 31/4" 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 <br />METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl' <br />144 MOISTURE BARRIER D ° <br />SHINGLE ROOF, SHINGLES TO a . <br />BE IN ACCORDANCE w/ ASTM DI—�� <br />D7158-CLASS G or H, or ASTM i �j� ; • '- <br />D3161-CLASS F, IN =1 I I —I ° I ' <br />ACCORDANCE w/ TABLE 1, <br />R905.2.6.1 FLORIDA BUILDING q Ii=1 11=1 1=1� —T II <br />CODE 7TH EDITION (2020) <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 <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"&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 />1/2" 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 <br />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 />a <br />NOTE:EXTEND <br />MAMA WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />v <br />00 <br />ce) <br />— <br />— <br />D <br />0? <br />6 MIL VAPOR <br />BARRIER <br />C r 1 <br />�• • <br />= <br />N <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />— <br />I <br />— <br />MODIFIED PROCTOR :7 <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />ON #5 REBAR CONT._/1'-4" <br />ON CHAIRS TYP. <br />(1 STORY) <br />STD. 90 NOOK SEE <br />4„ <br />V-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" O.H.D. RECESS <br />PAVERS % z <br />M <br />SEE A/S3 OR J/S6'I I I I !FFT-1I 117 <br />FOR REINF, INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %$' GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) - <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL - <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"" x 10" "J" BOLT @ 24" O.C. W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" Ilk <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />A.F.F. <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2"- <br />ELEV. -0'-31/2" z <br />31/2" MIN. <br />A.F.F. O <br />N <br />D <br />A <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH — <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />-2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />7`0/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />-INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />0 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. <br />1 /2"(min.)- 4" <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />•-2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10)10d NAILS <br />/,,�2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />_ �li�llr <br />l � alt u <br />• I1 �� 11,E >I►- � 11 <br />• <br />�. <br />SCALE: 3/4"=V-0" <br />CC <br />S3 <br />CollO SECU�\"( <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />QCS \ <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\ �MVMS <br />1co JCJ <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/ \ <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />10'-0" (R302.11 ) <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 />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />c\I <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />" „ „ „ , <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 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />@ 24' O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />�� <br />5/8 DIA. EXPANSION BOLT @24 <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <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 />2x P.T. PLATE <br />O.C. W/ 7"EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />(6) 1/4"x31/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP (24" MIN. LAPj <br />#5 REINFORCING <br />SPACE ANCHOR <br />3500#, MIN. TENSION 2600# ) <br />W/ (10)10d NAILS <br />N <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR a <br />BOLTS 6" MAX FROM <br />6 x 6 W1.4 x W1.4 N <br />TYP. <br />r <br />2x P.T. PLATE <br />PER MFR INSTRUCTIONS <br />w <br />END OF 2" x PLATE <br />WWF OR FIBERMESH M E <br />ASSUMED FINISHED <br />#3 OR #4 REINFORCING BAR <br />- D11 <br />IP° <br />' <br />GRADE <br />`, D D <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />MONO OR STEMWALL <br />Z <br />_ <br />C <br />— <br />Cl)— — D D <br />FINISH GRADE O° <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] a <br />g <br />— to <br />D <br />D = _ o <br />T - <br />FOOTING MONO SHOWN <br />- <br />°O <br />� <br />FOR CLARITY <br />6 MIL VAPOR BARRIER I e. ° <br />_ _ _ <br />#5 REINFORCING BAR <br />R 1 7/8" <br />Z <br />• <br />1T1 �� <br />S #5 LAP SPLICE <br />(2) #5 CONT. <br />NOTE: <br />*FOR BEARING WALL <br />N <br />D <br />COMP. SOIL. (COMPACTED TO — <br />—=1 <br />36"MIN. LAP [36"MIN. LAP] <br />ON 3" CHAIRS � <br />8 1-4 <br />8" <br />W/ UPLIFT ONLY <br />95% MODIFIED PROCTOR ASTM T -- <br />- <br />_ T� <br />10" <br />(TYP') <br />D1557) — <br />4 14 <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />FRAME WALL TO C.M.U. <br />WALL CONNECTION <br />rD <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />rE_'� <br />SCALE: 3/4"=1'-0" S3 <br />REBAR DETAILS <br />SCALE: N.T.S. <br />rF'�' <br />S3 <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=V-0" <br />S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01. S3 <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />VARIES <br />6 x 6 W1.4 x W1.4 <br />SEE PLAN <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />31/2" <br />WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE OOF LAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />min. 4" <br />10d NAILS TO TRUSS TOP CHORD <br />TRUSS <br />FOR T <br />a <br />A a ' <br />_ <br />"v GRADE <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />COLAYECTION <br />� <br />- � <br />a <br />• <br />TOP OF BEAM <br />INFO <br />. <br />I —I i r—I <br />(1) #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />- <br />"" — -a <br />cE' <br />a . e T M c <br />_ <br />-' 1= � — <br />- S E N ENCLOSURE <br />(2) HTS20 <br />FOR STRUCTURAL <br />� <br />.- <br />_ — <br />—_ <br />v <br />E <br />_$ieb <br />BEAM SIZE & <br />_ <br />r <br />A <br />CONNECTION INFO <br />M <br />° � <br />TYPICAL THICKENED <br />EXPANSION JOINT <br />MIN. <br />EDGE K"T <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />13 O.H.D. RECESS <br />y co <br />co <br />SEE A/S3 OR J/S6 J'1I I I I I r_ <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-01, J CONT. BEAD SEALAN <br />— ¢ INTERIOR <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 />Q0 e <br />00 <br />CV <br />M 6 MIL VAPOR —_ <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 � <br />6x6W1.4xW1.4 N ' <br />WWF OR FIBERMESH Cl) <br />A I <br />K <br />S3 <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 m 8" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />F <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. M <br />SCALE:3/4"=1'-0" S3 <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />COLUMN TO PORCH SILL <br />. TAPCONS <br />w/ O.0 <br />AT 8" O. <br />8" <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />. <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 <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />co <br />SIZE VARIES PER PLAN <br />c� <br />Q <br />w/ MIN. (2) #5 VERTICALS <br />00 z <br />GRADE <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />o <br />w SIZE AND REINFORCEMENT) <br />C7 = U.1 <br />• <br />Cn <br />F-aw� <br />w <br />Z <br />BRICK PAVERS or SLAB PER <br />p o _ <br />• • <br />• • <br />z <br />' " FI F <br />COMMUNITY SPECS <br />" <br />" <br />¢ <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT—/3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />C" <br />tom! <br />O <br />n0 <br />ao <br />a <br />Qa <br />< <br />`- <br />r <br />E <br />o <br />a � <br />w <br />M <br />CV <br />O <br />0 <br />�t,wtliilEia M <br />•��\ <br />�d �\ <br />N <br />H <br />. <br />� <br />. 0% STATE <br />CF ; ; <br />!`!'!li3Rlilit\` <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4 <br />EQ � N <br />v N <br />p cr)001 <br />v1i� r 0 <br />LL LL <br />' <br />a <br />W <br />Q <br />airNiv � W a <br />N J LL o_ <br /># <br />S <br />Z <br />r/Y� 2 <br />J " z <br />o <br />In <br />i ` <br />o <br />NCO m Q <br />Ugh 0) ¢ <br />w <br />ZILW <br />o <br />N M a L) U) H <br />Z <br />OU ❑❑❑ <br />CD <br />og <br />� <br />N <br />z o � <br />� <br />� v <br />J <br />r <br />N <br />z <br />C� o <br />C2 <br />lL <br />� <br />� <br />U <br />W <br />—� <br />O <br />vi <br />�N <br />W o <br />C04 <br />W <br />e <br />d <br />U O N <br />Q o <br />O <br />�0 <br />N O� <br />� <br />o <br />J <br />w <br />M <br />J <br />z <br />Z <br />a <br />E <br />LL <br />@ <br />E O <br />E U <br />O <br />E'p <br />z <br />Z o <br />0 a <br />r0 <br />20 <br />00 <br />EzC�6� <br />cc rp <br />< i <br />0< <br />w z <br />0 <br /><❑ <br />m� <br />0 <br />Z <br />m v <br />J <br />UZF <br />0 <br />Qw <br />a <br />0o¢ <br />zz <br />a O <br />W <br />co <br />m <br />LL <br />w <br />r� <br />wz <br />J= <br />J� <br />a <br />c) <br />v <br /><� <br />N0 <br />;o <br />00 <br />3 <br />yp <br />J <br />> M <br />rn <br />0 <br />CD <br />(a LO <br />N <br />N <br />- <br />CLO <br />Cr <br />0 <br />N <br />m <br />>> <br />N <br />}' <br />o <br />Lt') <br />... <br />O <br />� <br />� <br />Y <br />co N <br />(3) <br />N <br />CD N <br />7- <br />Q <br />M O <br />T <br />ECfl <br />m <br />H M <br />o <br />Z <br />z <br />E N <br />cc <br />c <br />a <br />U <br />Q p <br />c <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />