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LLB <br />W <br />N <br />x <br />m <br />LO <br />ED <br />CN <br />cs- <br />0 <br />I <br />N <br />(n <br />0 <br />c <br />3 <br />tc-a <br />N <br />N <br />a <br />E <br />9 <br />0 <br />Lz <br />0 <br />V <br />cal <br />i <br />a <br />ii <br />v <br />01 <br />d <br />t� <br />N <br />N <br />C <br />0 <br />a <br />N <br />N <br />M <br />0 <br />m <br />0 <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 />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)1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 318" 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 r <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL <br />AREAS. <br />FLOOR SYSTEM <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.C. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />4. <br />Nv —,L— y— <br />' i e <br />T t ' <br />6X6 WIAXW1.4 <br />WWF OR FIBERMESMal'= <br />�. <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 - [RSH) - 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 />5 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 />�w <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />(I 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 />Q <br />v 4"x4" INSPECTION PORT AT <br />IY <br />0- EACH FILL CELL TYPICAL <br />LU <br />"' <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />�L"1TT'' \—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 ,1 <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <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. <br />SIMPSON LSTA24 STRAP w/ (8)1Old 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)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 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 />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1- " " <br />2"x BOT. PLATE <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 />u <br />WEEP SCREED LL <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8)10dx1 1/2"V. <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />15 <br />EXPOSOSURERE1 <br />TxT <br />SHEATHING <br />X <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />U-1 NOT FULL <br />HEIGHT SHEET <br />C I II <br />z_ <br />G FLOOR SYST <br />M <br />f(2)- 2x TOP PLATE <br />BEYOND I <br />TF <br />T <br />EXPOSUREI F <br />SHEATHING <br />SHEATHINHIN G w <br />x <br />SOLID 2x ' <br />C <br />II <br />II II <br />BLOCKING @ ALL j <br />C <br />SHEATHING U) <br />EDGES (SEE <br />III <br />OPENING <br />TION X-X <br />cW� <br />C <br />x <br />Fr w <br />x <br />X E <br />II <br />2x STUDS w <br />III <br />III it II II <br />BEYOND. co <br />SEE PLAN o <br />II <br />III <br />N <br />\1_2x4 P.T. BASE <br />2x RIBBON OR --VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IA/AI I rl rI/A'r[^Kl MIAf%f1AkA <br />A FLOOR CONNECTION rB <br />3/8" S. = NAIL 30' <br />S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING <br />FOR ADDITIONAL INFORMATION. <br />S 314" S 1/2" <br />f 1/2" <br />S 1!2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />2"x BOT. PLATE W/ <br />(2)1Od @ 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'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 />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°p <br />SEE FRAMING WEEP SCREED <br />c z <br />_� <br />PLAN ' . ' INSTALLED PER MANUF. <br />r <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 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 KR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY I� <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)1Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSSro <br />SCALE:1 1/2"=V-0" 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 />11 <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 w/ (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 />ram'. '. `mow. <br />.� • �. � —�: <br />d e' e • <br />-(3) #5 CONT. ON 3" <br />l 8" 1 V-8" 1 8" I 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 />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl7116" <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 />T�7 <br />SFF �1V <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />1Od 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" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />I <br />PENETRATE SURFACE MORE THANy". <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL x <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />vxi <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />wl 8d COMMON NAIL <br />w LL rW 0 <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> ¢ I- 0 FF <br />w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />n'F-00to <br />v~i 0F Co L <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 0 ~ <br />MEMBER IF GABLE END <br />C <br />c y LL <br />NOTE: <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />oXTF/Q <br />FNiAI /QR <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED- - <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 <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 />• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <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)1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONT <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 />Cl) -1 ° <br />-1 I I —I � I —I � I I I' a �, • a •• , <br />$4-1 <br />I(3) # 5 REBAR ON 3" CHAIR 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 />r' 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 />(3) <br />3 <br />(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" 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 />S <br />0? <br />T <br />IIII;�I 4� <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />0 <br />N <br />� <br />C o <br />N dLU <br />♦e- ' L C7 <br />o <br />rov � <br />.. c Ll-- a <br />N !d O — <br />N CV L <br />y� N C7 f0 <br />Q W N <br />2. W a� <br />CD <br />GO C* <br />V cc <br />N <br />� u a> <br />• <br />+- i c o <br />N a' <br />c � <br />� o <br />C U <br />CM <br />CV <br />N <br />o <br />0 <br />•\\v I,u�{aI�l <br />e No <br />-rj <br />r <br />Oi�fil <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 Cade - <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 />a <br />W aEo 8N <br />U <br />O N r <br />v CNI 6OR <br />a c _ CL 4 <br />� U. z <br />J <br />'f• <br />C 0 O <br />Co0 Lu <br />W 'o f6N� J <br />W fn�Ofo 0 z <br />W <br />M <br />UMM z� N Z OU 2 <br />V co F- <br />aN <br />�U ❑❑❑ <br />•s <br />W <br />z N <br />z <br />z <br />Q _ <br />� N <br />N <br />M <br />(n - <br />N z <br />o <br />a) LL <br />+� c d <br />r, r <br />0U <br />0 w <br />-C/) rz a, <br />N <br />Cn <br />w <br />an <br />z <br />U � <br />8it <br />Q <br />o <br />o <br />U_ <br />`E- <br />z o <br />> N <br />E 0 <br />z <br />oa <br />RO <br />08 <br />zE0< <br />F- <br />g <br />C- <br />7$0 o <br />m 0 <br />ZF <br />z <br />m� <br />J <br />2U <br />maw <br />a°" <br />�z <br />� <br />8 <br />$ <br />ga Z <br />�w <br />W <br />m <br />6. <br />NLL <br />�- <br />J <br />= <br />Flo <br />v <br />zIQTo <br />3 <br />O O <br />o O <br />i <br />c <br />rn <br />m <br />m <br />C7 <br />L <br />co <br />t0 LO <br />C)a <br />.-. <br />N °o <br />LO <br />Qv <br />'e <br />J <br />m � <br />N <br />+.A O <br />LO <br />..� <br />.�..+ <br />O <br />N <br />d <br />° <br />00 N <br />0) <br />LO <br />� N <br />Li) <br />T <br />Q 00 <br />r <br />ui <br />M <br />Cep M <br />o <br />Z <br />z <br />to <br />EO m <br />a <br />E <br />0 ¢ o <br />JOB <br />NO : 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />