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3 <br />T3 <br />W <br />I <br />N <br />Mi <br />r` <br />N <br />Cp <br />N <br />0 <br />c0 <br />LO <br />N <br />0 <br />J <br />C" <br />to <br />0 <br />I <br />M <br />i <br />0 <br />0 <br />0 <br />3 <br />C <br />Q <br />N <br />N <br />ii <br />E <br />9 <br />a <br />E <br />O <br />s <br />v <br />J <br />2. <br />v <br />0 <br />0 <br />�I <br />N <br />.O <br />U <br />i <br />z <br />a� <br />Y <br />i <br />0 <br />0 <br />0 <br />J <br />LZ <br />N <br />N <br />0 <br />N <br />0 <br />a <br />0 <br />a- <br />0 <br />04 <br />0 <br />M <br />O <br />0 <br />w <br />}m <br />0 <br />v <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 PER - <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 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <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" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAT <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />... <br />N <br />° <br />11 II II [[• <br />6x6 W 1.4xW 1.4 <br />WWF OR FIBERMESH <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 />J ~ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />W <br />o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />W LAYER 1/8" THICK. <br />LL W <br />vj <br />—INSULATION PER <br />y CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />� 410 6" BELOW GRADE <br />=1NISH GRADE 00 <br />_r-1 '--STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 SCALE. 3/4 =1 -01, <br />S6 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />ST.._ <br />2nd FL00 <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <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)1 Od x 1 1/2" <br />NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />iE <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />oO <br />- <br />SEE FRAMING WEEP SCREED <br />C) z <br />PLAN INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATI <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 />WEEP SCREEDLL <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 W/(10) 10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />.. d;. •— Zo <br />• 0, <br />8'�'8 CHAIR <br />NCEMIN. <br />3" <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />--= <br />EXPOSUREI <br />SHEATHING <br />X <br />PROVIDE <br />X <br />BLOCKING AS <br />REQUIRED PER <br />D <br />c SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET- <br />coC <br />z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />____ <br />- <br />-i <br />15/32" OSB <br />EXPOSURE r <br />F <br />SHEATHING W <br />[T <br />2 <br />SOLID 2x N <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />EDGES (SEE rn <br />OPENING <br />SECTION X-X <br />o v <br />C <br />x <br />w <br />x <br />E <br />F_ <br />2x STUDS W <br />BEYOND. 'n <br />SEE PLAN ' <br />U) <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL <br />SPACING <br />S 3/4"1/2" S 1/2„ <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (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 />SECTION X-X <br />SFF Off, <br />T�� <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 />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 Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANYe". <br />rn <br />N <br />i <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />IL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />@NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />0 <br />w/ 8d COMMON NAIL <br />w LL O 1, <br />J <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />> ¢ O yv� <br />J4 r—0 O <br />� <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />' O0 0) m '' <br />@ (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W O O F <br />MEMBER IF GABLE END <br />c U) LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />8d 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 118". <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 <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />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 w/ (6)10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZONTAt <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 />A. <br />v d • <br />-III-III-I I�114, <br />IIIIIIII-•-:: <br />iIIII; <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'_8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />(3) <br />1 (2) <br />(3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/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 />00 <br />FINISH GRADE <br />— CY <br />;III„I' 4 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />l'r? <br />CV <br />0 <br />CV <br />00 <br />c <br />C3 <br />c <br />0t <br />Gi. <br />a) c <br />a w <br />o g <br />c <br />cc <br />= r� <br />-cam ram+ <br />N dv c a <br />d ez- _E <br />E _. <br />CJ v <br />— Lj W <br />r c C• <br />Cr <br />11, c - <br />a. <br />u <br />M <br />N <br />O <br />N <br />O <br />\ ,J f \`'Cl•`• <br />v `.,jam <br />r <br />STA <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 <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />.4 'z3 W <br />'54. <br />Q <br />FA <br />o � 8 ID <br />N m <br />�.. 0 <br />J J <br />��,00"LL <br />)' rl 0 <br />Inrr� uJ. w w <br />14 <br />N o o. <br />c_j i co v a Y a <br />z <br />ccu_ 1/7 <br />_.6 i <br />0 <br />A Z <br />r a1 V <br />r <br />G.4Co o <br />W <br />U) <br />0 - <br />$: <br />gY ZUM <br />N Q <br />O U ❑❑❑ <br />W <br />z N <br />0 <br />z � g <br />z o <br />J <br />r` <br />z <br />U o <br />� <br />�N <br />fu <br />w <br />U° <br />0 <br />,, g <br />N <br />ry <br />� <br />°? <br />� <br />U c <br />w m <br />tr <br />E <br />1 <br />=� <br />U o °d <br />• <br />�Q <br />C N <br />a N O <br />o <br />r< <br />M <br />¢ <br />0 <br />z <br />z <br />_j <br />E <br />zo <br />>N <br />o <br />a 0 <br />wz <br />z0e <br />H r0 <br />xo <br />00 <br />�aoz <br />a <br />Z <br />Z�E <br />d t <br />Q O <br /><� <br />J <br />is <br />�z <br />w <br />mo <br />O z <br />z <br />m � <br />J <br />O U <br />.2 <br />2 <br />Z <br />¢w <br />�z <br />a <br />W <br />o° <br />wLL <br />az <br />m <br />z <br />fE <br />'0 <br />.� <br />m <br />� <br />O- <br />Z¢ <br />U� <br />> M <br />O <br />rn <br />m <br />c9 <br />L <br />(o U-) <br />N <br />o <br />L0 <br />.-. <br />Q <br />Cr <br />0 <br />N <br />� <br />� m <br />T <br />N <br />+j <br />0LO <br />O <br />LL <br />Y <br />OM-0 <br />00 <br />N <br />Lo <br />N <br />Q <br />n CD <br />('M <br />r <br />ui <br />Co <br />� <br />(O <br />M <br />o <br />Z <br />z <br />E N <br />vi <br />E <br />a <br />a <br />0 <br />o <br />JOB <br />NO : <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />