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R <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 />SNP') VARIES <br />IN <br />5/8" OR 1/2" HIGH—� <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. 90-HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />;a <br />I <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA, X 31/4" TAPCONS @ 24" O/C & <br />c <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />co <br />MOISTURE BARRIER <br />> <br />° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />—D3161-CLASS <br />D7158-CLASS G or H, or ASTM <br />a <br />F, IN <br />I'ACCORDANCE <br />w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />7TH EDITION <br />-Ti <br />CODE (2020) <br />=1[ I I—ii <br />RESIDENTIAL <br />811 <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIES <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-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 />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />zi— <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />14 <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <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 />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />r= <br />v <br />cV ' <br />r ° • <br />00 <br />v <br />— <br />o0 <br />6 MIL VAPOR <br />BARRIER <br />D• • <br />= <br />r <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4„ <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />53 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' <br />O.H.D. RECESS Z <br />III <br />r� ff11 <br />SEE A/S3 OR J/S6—`IL I I 4Lq 5LLW <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOW) <br />GARAGE DOOR SLAB RECESS J•1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 CONT: <br />I I <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=V-0" S3 <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 />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ 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 10'-0" (R302.11) 2"00/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 />2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />— A.F—.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL <br />@ 24" O.C.) 211 ATTACHMENTS 2/� 6 x 6 W1.4 x W1.4 <br />1 " z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH <br />ELEV-0-31/2 <br />A.F.F. p <br />1/2"(min.)- 4" _ °. 9 f 1/2"(min.)- 4" <br />N — — — <br />31/2"(min.)- 4' • 31/2"(m n) 4" - —Nz <br />(2) #5 CONT. 4„ 11 A 1111 8r (2) #5 CONT. 4" '-4' ''� 8" <br />U.N.O. -Y MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcc <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 <br />rao­ 0,v <br />0" <br />PAS <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" 0/C <br />\ / 10 ox� JpuS <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />`r GCN�\N <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />SEE SECTION C/S3 FOR <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 />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />"* „„ „ „o „ <br />x 10 J BOLT @ 24" O/C W/ 2 X 3/16 <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />PLATE <br />PLATE WASHER TYPICAL <br />2x P.T. PLATE <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 />*SIMPSON SP1 <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 />SPACE ANCHOR <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />Q <br />BOLTS 6" MAX FROM <br />w/ 10 10d NAILS <br />( ) <br />- <br />N <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />END OF 2" x PLATE <br />TYP. <br />ASSUMED FINISHED <br />,� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />o <br />L <br />o <br />t <br />GRADE <br />�, <br />�� ° ° <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />a <br />A <br />z <br />c� <br />1-- ' <br />-0 e <br />FINISH GRADE o0 <br />_z <br />28' MIN. LAP (30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />g <br />m <br />D <br />MONO OR STEMWALL <br />FOOTING MONO SHOWN <br />� <br />C <br />� <br />w <br />FOR CLARITY <br />6 MIL VAPOR BARRIER <br />° <br />� ° <br />_ — — <br />r <br />#5 REINFORCING BAR <br />R 1 7/8 <br />nl Inr <br />III <br />NOTE:COMP. WALLSOIL.• D • <br />*FOR BEARING •NL ' , • r PROCTOR <br />ASTM <br />W/ UPLIFTIl�llclll�ll ,• Il ,• 11 •, II`' <br />4" 11�11 <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SCALE: 3/4"=V-0" <br />•- • <br />I _ H 11 <br />-- "r L�11=11=111�111=11=11:= <br />II�I1=11�IIc11�11�11 • <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />CV <br />ch <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />CV 1 <br />M <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0,4' J CONT. BEAD SEALAh <br />- a INTERIOR <br />-3 1/2" <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 />^ m d <br />vt <br />�1 vt <br />1 <br />M 6 MIL VAPOR <br />BARRIER <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (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 c <br />WWF OR FIBERMESH <br />° I, . . —�— <br />11 <br />-�Iliaullrll;9ll 11 <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />ON 3" CHAIRS 8" 8'1 <br />(TYP.) <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR <br />6 x <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />° <br />AT 24" O.C. MAX. " CONNECTION INFO <br />" <br />SEE PLAN FOR " <br />& LAYOUT DESIGN <br />• <br />TOP OF BEAM <br />a <br />— _ <br />SEE ROOF PLAN <br />c —° °, ° <br />, <br />^ <br />M <br />(2) HTS20 <br />FOR STRUCTURAL <br />r <br />_ At <br />E <br />BEAM SIZE & <br />c <br />I <br />CONNECTION INFO <br />M ° <br />f <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3IJ/S6 8-1 <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />0 <br />SCHEDULE <br />cr- <br />a <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 />_N� <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />U) <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL! <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS c <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL MAT REINFORCING. ' <br />„ ON FLOOR PLAN <br />w <br />o <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT C� <br />a <br />w/ MIN. (2) #5 VERTICALS <br />GRAD <br />FILLED SOLID (SEE PLAN FOR <br />` 6 x 6 W1.4 x W1.4 % 1 <br />w <br />SIZE AND REINFORCEMENT) <br />0 � • <br />WWF OR FIBERMESH ; <br />� <br />a w LU z <br />" <br />/'BRICK PAVERS or SLAB PER <br />LU <br />go • • • z Z <br />1 <br />/ COMMUNITY SPECS <br />Cn <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" S3 <br />SEE FOUNDATION <br />•� CONC. PAD INFO. <br />TAPERED COLUMN FRAMING rCD12 <br />SCALE: 3/4" - 1'.0" <br />FOOTING <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 />O <br />> W <br />aL. r— O <br />c "ot-3� <br />—�m,.4 <br />C W <br />t// <br />N O f4 L <br />!d� <br />Q V Y <br />3 " W <br />d a W <br />d r� <br />C m c o <br />N G'� <br />c E <br />o <br />a <br />0 <br />f <br />�n ✓ .•rJ • Cv S%L �' <br />. <br />r <br />J�4 (ft � <br />W <br />%'- •. <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 Florida Building Code - <br />Residential <br />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 />8 0 $ <br />N <br />0 <br />ui ENO >w LL <br />44 al fh V <br />Q C J 1+ <br />w <br />J tL ILL. 0- <br />Z -� _ o <br />N <br />W j 0 <br />0 cc,w <br />00 Z <br />Z I N C F <br />LL <br />N OU y <br />W ❑❑ <br />UI M N <br />z o <br />v <br />J <br />N <br />m <br />N z <br />.0 <br />_ <br />� Il, <br />OLL, <br />c �, <br />INIn <br />v � <br />�— E <br />I <br />= m <br />u <br />-o <br />a <br />z <br />M <br />J <br />cg E <br />so <br />'aQ <br />V <br />a <br />_® <br />w� <br />F r0 <br />r6 <br />s� <br />�� <br />°di <br />Uo <br />oQ <br />�z <br />z <br />g <br />-nC <br />2 <br />�o <br />ZR' <br />z <br />Q: <br />m <br />� J <br />.2 <br />Q W <br />3 <br />os <br />�o <br />N <br />I <br />J <br />CS <br />W <br />Y° <br />zla <br />a <br />�O <br />= <br />M <br />CC <br />O <br />9 <br />c� <br />Co <br />� N <br />L0 <br />CN <br />Q <br />$ <br />CL <br />U) � <br />m <br />N <br />I_ <br />4-00' <br />U) <br />U_ <br />O <br />ac <br />j� <br />m C <br />0) <br />LO <br />N <br />Q00 <br />0400 <br />r <br />E <br />T <br />Z <br />Z <br />= <br />E O <br />E w <br />1a <br />a <br />U 0 Q 0 <br />� <br />JOB <br />NO: 23-00507 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />