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I I I 1 J. 1 1 1 t I I 1--=-- 11.--- - I-. _ In _ _ _ 1 11 1 <br />I 1 --- I_ I. III 1' 111 II 1 1 — ----- 1 1 "Fill -- I 1 11111 <br />3 <br />w <br />1 <br />2� <br />J <br />M <br />0 <br />c� <br />N <br />Cr <br />I <br />v <br />0 <br />C <br />0 <br />3 <br />Q <br />i <br />G- <br />E <br />x <br />C <br />J <br />Cn <br />0 <br />LZ <br />an <br />U <br />0 <br />0 <br />.o <br />i <br />:o <br />a <br />d <br />y <br />I <br />Y <br />O <br />0 <br />01 <br />LZ <br />O <br />0 <br />a <br />N <br />N <br />N <br />CV <br />45 <br />4 <br />m <br />d <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•) VARIES <br />Ill <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'4' (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 z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <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 />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3° <br />6 x 6 W1.4 x W1.4 T <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH `o <br />MOISTURE BARRIER <br />o ° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />a _ <br />I �I I �I o <br />D7158-CLASS G or H, or ASTM <br />I I-1 I=1 I —I I L ; • I I I I I �I II' <br />' I-1 ° <br />D3161-CLASS F, IN <br />I �, ; I I I I I —I <br />ACCORDANCE w/ TABLE <br />r <br />'—III <br />R905.2.6.1, FLORIDA BUILDING <br />I I L= 11=� I I I II I <br />-) �� Ii I I i II I I II II I <br />CODE 7TH EDITION (2020) <br />11 II II I I <br />8 <br />RESIDENTIAL <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 rG G <br />ELEV. VARIES <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />5/8" OR 112" HIGH <br />r��ALUMINUM <br />DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />12" <br />N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <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 />3 1/4" BASEBOARD <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 />C/) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />iv <br />° e <br />- Z <br />°° <br />Cl) <br />I• <br />OD <br />6 MIL VAPOR_ <br />o <br />_ <br />I — <br />_ <br />I = _ <br />BARRIER <br />I <br />N <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />� <br />MODIFIED PROCTOR <br />I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 NOOK (SEE <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />SE[ <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS ri1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS z <br />Cl) <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />M <br />I <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 />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 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK 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 />C' �" ^' ^" (ALT: 1/2"x12" I I I CN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2 <br />�3 1/2" MIN. <br />D <br />`—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />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 <br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />___---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 />(12)10d NAILS U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />/ <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />�31/2" MIN. <br />6> °• <br />• I If 3112"(min.)- 4" p a —31 /2"(min.)- 4" <br />I I �1 —rIII =—�T�-- <br />31/2"(min)- 4" 1 I _ I � 11 31/2"(min.) - 4" T T11T111 � <br />TT 1iT 1Tf=1Ii]fillTl-11I <br />(2) #5 CONT. —'4„ 1 <br />rl I-4 8 (2) #5 CONT. � 4 •j���g - <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL (@ STEP (aD SHEARWALL f C 1 TYPICAL BEARING WALL a@ STEP rcc <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />coN ' 0"( <br />Qcs' S\�os� <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" 0/C <br />,o M�N�\3oos <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <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 />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />1Y-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE CC/S3 OR 0, <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" <br />°� <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <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"x31/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP 124" MIN. LAP] <br />#5 REINFORCING <br />w/ (10)10d NAILS iv <br />2x P.T.EP <br />PLATE <br />FIBERMESH <br />SCREED INSTALLED <br />BAR <br />TYP. <br />.T. <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />#3 OR 44 REINFORCING BAR <br />' <br />GRADE <br />=, �} P �' <br />Z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />MONO OR STEMWALL <br />V.Z coo <br />FINISH GRADE 00 <br />25" MIN. LAP (30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />-_ O0 <br />— <br />6 MIL VAPOR BARRIER — o ° <br />° <br />_ <br />I _ = Ulm <br />HTLEMM <br />—11—Tf�mf N Z <br />1 �_� r t 1 Li <br />95 REINFORCING BAR <br />#5 LAP SPLICE <br />R 1 7/8 —� <br />NOTE: • e <br />*FOR BEARING WALL - r COMP. SOIL. (COMPACTED TO — ° IIII <br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM = <br />D1557) 1I1r— I I —= <br />11 <br />44 <br />FRAMEmIII-- <br />J I I - <br />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 />GRADE <br />00 • <br />t-1 1 1—I 1 1—I I —I ' <br />(1) #5 REBAR w/ OPT. <br />' �I I �1 I �I I I I 11= I SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT <br />1 <br />NCa• 1 <br />— <br />'—Ill <br />a <br />SEE A/S3 OR J/S6 J <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />1'-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />. ILHI�II <br />111 <br />I� r <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP, BD, <br />1/2" FROM SLAB <br />0� 9D CONT. BEAD SEALAN <br />INTERIOR <br />a <br />°.. ° /2 <br />•e -31 <br />r a. <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 e <br />OO C <br />111— <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 />6x6W1.4xW1.4 N ' <br />T WWF OR FIBERMESH <br />K <br />S3 <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 />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W C <br />U <br />a. <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF"� <br />SCALE: N.T.S. �,23 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE <br />PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />SEE PLAN FOR <br />S <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 <br />FOR STRUCTURAL <br />r <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 P.T. <br />PLATE <br />2x4 #2 SYP P.T. FRAMING w/ <br />ins" <br />MIN 7/16" O.S.B. SHEATHING <br />0.s.13. <br />Z <br />ATTACHED PER NAILING <br />w <br />0Q <br />SCHEDULE <br />COLUMN LOCATION j <br />> <br />J <br />SEE PLAN FOR STRUCTURAL <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />U) <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />T <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />SIZE VARIES PER PLAN <br />c <br />> <br />w/ MIN. (2) #5 VERTICALS <br />w <br />FILLED SOLID (SEE PLAN FOR <br />E5 <br />w <br />SIZE AND REINFORCEMENT) <br />o <br />W <br />Cn <br />,--BRICK PAVERS or B PER <br />COMMUNITY SPECS <br />SCALE:3/4"=V-0" S3 <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 N c = <br />WWF OR FIBERMESH ;, E a <br />r'tt <br />n� --_—In <br />(2) #5 CONT. =I I i—rl I I, I , , I �# l 11= <br />ON 3" CHAIRS <br />(TYP.) 8" 1'-4" 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� I WWF OR FIBERMESH <br />,v <br />E <br />SEE A/S3/J/S6 ---` ` '-" `"�i;—'—r" 8„ <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �' SLAB STEP & RECESS 0 S.G.D. / M <br />SCALE:3/4"=V-0" \, S3 <br />MASONRY WALL AND — <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />- M <br />00 Z GRADE <br />W <br />Z�W� • Lu <br />00 2 • • • • Z Q <br />LL ch Q <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 />CIO <br />C-j M <br />u <br />�- Co a <br />tU 0 CC <br />< <br />N C <br />O 0 <br />4. <br />0 <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o rn <br />20 <br />o E n <br />Q O co <br />g 8 N r # <br />0 � � c. <br />� M C) ' � d Y <br />JWLL Zags <br />Z <br />t N 10 <br />N CD LL O -j <br />W °Wtn <br />Z N M6jZO' <br />W Na OLLO <br />V U U) <br />Z ❑❑❑ <br />z N M <br />oC, <br />z <br />� <br />Q o Q <br />� <br />13 <br />M <br />N z <br />Cz <br />c� o <br />a--+ N <br />U <br />0 w s <br />N Y <br />C)c <br />t � J E <br />�s <br />1 <br />U o <br />• <br />c U) <br />0 <br />N v <br />�Q <br />o <br />CID <br />w <br />M <br />M <br />w <br />Z <br />wo <br />>� <br />QE <br />Q <br />EQz <br />oLL <br />Z® <br />°� <br />a` <br />°z <br />C @ <br />CV <br />i <br />wz <br />o <br />o <br />aro <br />ww <br />y <br />m� <br />O <br />z <br />Z <br />Nm <br />a' Zo <br />Q <br />O <br />,0 <br />2 <br />Q J <br />2< <br />a <br />NW <br />W <br />_ <br />0� <br />J <br />C:) <br />za <br />o3 <br />.2 p <br />J <br />'LO <br />O <br />ai <br />rn <br />cu <br />m <br />0 <br />L. <br />T <br />T— <br />�\ <br />Cr <br />�1 <br />r^ U <br />v, o <br />(� <br />� <br />O <br />h <br />00 <br />cV <br />0 <br />6 <br />LO <br />T <br />CN <br />d <br />T <br />N <br />ai <br />m <br />CV <br />T 04 <br />o <br />Z <br />Z <br />y <br />E T <br />ca <br />c <br />a <br />U Q p <br />JOB <br />NO: 22-02361 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />