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�wWYII,tIW h�a .. <br />LZ <br />I� <br />c <br />0 <br />v <br />U <br />J <br />2 <br />Lz_ <br />r14 <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />ai <br />c <br />m <br />S, <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 />INSULATION — <br />BAFFLE <br />INSULATION PEft- <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C / <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ERPLAN <br />°° <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />:0'110 , =III: <br />oi • • <br />sr. r• <br />II'1 � ■ <br />~�n�u <br />.. • . ; mill .11 111- <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />PLYWOOD SHEATHING <br />2) <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o = <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />- <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />J <br />LAYER 1/8" THICK. <br />�w <br />W <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />7 <br />ETAL SEAT <br />OR FELT <br />j <br />PAPER FOR <br />MOISTURE <br />JBARRIER <br />STD. 90'HOOK (SEE DETAIL) <br />8"&%16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" <br />NAILS TO STUD & (8)1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Q v <br />4"x4" INSPECTION PORT AT <br />a a <br />EACH FILL CELL TYPICAL <br />a <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING -SEE <br />N <br />TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />CURB DUE TO SLOPE <br />DECKING ATTACHED WALL SHEATHING <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />410 6" BELOW GRADE <br />@ 4" 0/C, 2 ROWS STAGGERED <br />=1NISH GRADE oo <br />FLOOR TRUSS SEE FRAMING PLAN <br />s " �-STD.90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 114" <br />TYP 2-STORY WALL SECTION <br />REV.03.16.21 SCALE: 3/4" S6 <br />FLOOR TRUSS <br />°o <br />SEE FRAMING WEEP SCREED <br />4 z T <br />PLAN ' , INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I I <br />O/C FOR THE 1ST T-O" OF I I NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLAT[ <br />(2)10d@6"0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />11 <br />WEEP SCREED <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />B.U.C. <br />(8)1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'4' S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 wl (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />---°_.,4 <br />- --'- -- <: <br />•. <br />°---- <br />: <br />4a.. <D <br />(3) #5 CONT. ON 3" <br />l8" 1 1'-8" 1 8' CLEARANCEMIN. <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. _ <br />s <br />15/37OSB <br />All <br />r �I— <br />EXPOSUREI <br />SHEATHING <br />x <br />x F <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />II II <br />NOT FULL <br />HEIGHT SHEET <br />C II II <br />Z_ <br />II II <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />T�— <br />T_T II <br />1 5132" OSB <br />F <br />I I <br />EXPOSURE 1 <br />SHEATHING W <br />II II II <br />2 X <br />SOLID 2x 61 <br />III <br />III II II II I <br />BLOCKING (M ALL o <br />C <br />SHEATHING W <br />EDGES (SEE <br />III <br />OPENING <br />ereTinm-X <br />7I <br />III <br />C <br />[L]L] <br />II <br />�W <br />II <br />II(� x <br />E <br />_ <br />2x STUDS W <br />III <br />III II II II <br />BEYOND. X <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />O <br />Isill <br />Lil LILJ_-1-II <br />'\--2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING SEE PLAN <br />SYSTEM WALL ELEVATION DIAGRAM <br />V8" "S" = NAIL 3/8" <br />SPACING <br />SS �L 3/4" S <br />'I 'I 1/2,. <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL E <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (2)12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />vFanrai r" rrxiur, <br />SECTION X-X <br />SFr' boy, <br />N <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />FNrt,_��9 <br />1/2" <br />SPACING <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yd' <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />W <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />j <br />PENETRATE SURFACE MORE THANY". <br />? <br />QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL T <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />Cn <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />W LL f- O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />>' i t— o O y <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />c~i� � F i LL <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W 0 O ~ <br />MEMBER IF GABLE END <br />`✓ W " <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• Bd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 wl (6)1Od x 1 1/2" EACH SIDE <br />SEE PLAN FOR REQUIRED -"- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZON <br />T <br />@INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />• SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />.0 • :'4 ° " <br />I_I I I —III I I ° <br />7111-11 <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1. 4' <br />(1) <br />(2) <br />1 <br />(2) <br />(1) LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />1 (3) <br />1 (2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" 0/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />Go <br />FINISH GRADE <br />177FF777F°p <br />T <br />z <br />2 <br />(3) # 5 REBAR ON 3" CHAIR 4" I V-8" <br />W/3" MIN. CLEARANCE 1�J <br />ALTERNATE FOOTING v <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL INFORMATION. <br />C+j <br />cv <br />O <br />N <br />00 <br />o <br />o <br />U <br />c <br />x <br />r Q- <br />T C• a- <br />-+s .La <br />v> � <br />3: <br />F- <br />a <br />y QJ <br />U <br />a -r <br />r_ <br />R u <br />C` O4 <br />N <br />r i <br />0 <br />.4 <br />' STATE Or= <br />rJ •••. <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 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 />Engineer's signature and seal. <br />W a E <br />F N 8 <br />$ 4 <br />Lo <br />a0 y <br />•� lnn0� ! ~ <br />di C7 R !0LL <br />E J W <br />gLL13- o <br />a <br />_ —v <br />.f0c m <br />T+ <br />O <br />W 0 <br />Z 00 d <br />N M Z <br />Zcv O U <br />WIL <br />z N � <br />z � <br />z <br />(n z <br />(1) (D g <br />4-+ <br />c6 w <br />•U - <br />C1 <br />M <br />w <br />L/1 c m <br />�M <br />M w <br />® <br />=I� <br />_ <br />c <br />Q Y <br />� <br />� <br />N <br />C%20 <br />10O 9 <br />w <br />LZL <br />Q <br />E <br />s <br />Q <br />O <br />W� <br />z <br />�o <br />9 M <br />_ CL <br />QQ <br />_§ <br />�o <br />XU <br />U <br />Z <br />E <br />CO <br />t <br />0. <br />�S <br />�W <br />� L- <br />W i <br />m <br />z <br />my <br />o�gz <br />g z <br />Wir <br />Z <br />2 <br />az <br />wW <br />�it ­ <br />s <br />o O <br />>� <br />= CD <br />U <br />0)m <br />N <br />0 <br />F(D- <br />L0 <br />CN <br />C)`� <br />o <br />N- <br />O <br />00 <br />� U <br />C) <br />1=— <br />44:0, � <br />O Ln <br />CV <br />u0 <br />C <br />.0 M M <br />r N <br />L17 <br />O <br />I <br />LCi N <br />a; <br />m <br />r M <br />- 04 <br />o <br />Z <br />r <br />rp <br />v w <br />c <br />a) <br />a <br />U ¢ 0 <br />JOB <br />NO: 23-00582-00577 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />