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3 <br />W <br />1 <br />M <br />cn <br />0 <br />N <br />CID <br />0 <br />J <br />9 <br />S <br />i <br />r <br />vim) <br />ine <br />rn <br />3 <br />t <br />N <br />N <br />i <br />E <br />1.2 <br />0 <br />x <br />v <br />a) <br />LZ <br />12 <br />e <br />ci <br />"o <br />i <br />a. <br />0 <br />0 <br />tZ <br />N <br />N <br />N <br />N <br />N <br />N <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 />INSULATIO <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)1 Od @ 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 SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN = 0 <br />I <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 />BASEBOARD <br />MIN. 2500 PSI CONIC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />04 <br />6X6 W1.4xW1.4 <br />WWF OR FIBERMESH MITI ; <br />ll�7L1rr�T�7 ° a <br />rll—III I'1 s. <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />�—PRE <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 />~ <br />PLYWOOD SHEATHING <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 />JI`W <br />LAYER 1/8" THICK. <br />1.w <br />—INSULATION <br />PER <br />y <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />7i- <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"1 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 />U <br />v <br />4'W" INSPECTION PORT AT <br />cr <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 />4"to 6" BELOW GRADE <br />=1NISH GRADE o0 <br />_r 'fnTSJ1z rrJ !Jr " STD. 90'HOOK <br />(3) # 5 REBAR ON T' CHAIR �' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO <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)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. <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 />IF BEAM OR GIRDER <br />TE 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.IJ S6 <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />O0 <br />SEE FRAMING WEEP SCREED <br />99 <br />r 2 <br />PLAN INSTALLED PER MANUF. <br />' <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1IJ @ 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 CONNECTIONrR <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. PLATE <br />(2)10d @ 6" JJ <br />PRE-ENGINEE <br />FLOOR TRUSS <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 SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8)1IJ 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"=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 I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION, <br />TR <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 TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10) 1Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />i <br />f/l J-I�J <br />v <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24 O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 351 MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />• -^ — —° <br />(3) #5 COW. ON 3" <br />l 8" j V-8" I 8" I CLEARANCEMIN. <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/37' OSB :I <br />EXPOSURE 1 x II <br />SHEATHING <br />—x — <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />o SECTION X-X IF <br />II II <br />_ <br />uj' NOT FULL <br />o <br />F HEIGHT SHEET <br />C II II <br />O <br />Z <br />II <br />III <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T _T1 <br />F <br />II <br />XPOEI <br />EXPOSUR <br />w <br />SHEATHING <br />II II II <br />x <br />SOLID 2x <br />III <br />C <br />III II II II I <br />ALL <br />O <br />C <br />SHEATHING m <br />EDGES (SEE <br />III <br />OPENINGSECTION <br />X-X <br />CL <br />III <br />C <br />II x <br />II II <br />24! <br />II <br />IIF RP IE4 <br />E <br />W <br />_ <br />W <br />2x STUDS Lu <br />III <br />I <br />I I II II II <br />BEYOND, <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />HIIHI_ <br />LIE <br />11 —1 —II <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 1AIA1 I III MIA'rl MlAfNnA11A <br />3/8" "S" = NAIL tea" <br />SPACING <br />S 3l4" S 1/2„ <br />r <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 />VFRnCI� <br />SECTION X-X <br />SF A/NO01V <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 />FN\o-I-�F�Q\ <br />OR <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)4" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN}s". <br />Cn <br />Z <br />- <br />®NAIL <br />AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL <br />O <br />QB <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL S <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />@ <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />w LL 1 O <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J } O in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q rrr—OOcn <br />u~i to; � " k LL <br />OG <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O O ~ <br />MEMBER IF GABLE END <br />c Cn <br />NOTE. <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" OIC 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 />1 <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)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 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 260IJ <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6X6 W1.4xW1.4 <br />`r WWF OR FIBERMESH <br />N <br />Cl) <br />III.IIII�IIIIIIIII •: <br />�II,;Iiil <br />III=III=� <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />Lu! <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />J 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 />(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 />FINISH GRADE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />a <br />4 <br />T <br />e+r� <br />N <br />Nc <br />0 <br />G W <br />C3. <br />L <br />O <br />CL o <br />Q C c V N <br />m ae <br />�LLto C2 <br />N <br />vs o <br />d saw <br />E w <br />a o c <br />d �• a <br />3 0 <br />io ` <br />ua <br />m <br />c o <br />c E <br />o <br />a- <br />�x <br />G CN <br />�-- E L O • �, <br />S J ti J <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 7th Edition. 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Z <br />W <br />C, <br />m <br />Z <br />M <br />v <br />w a <br />zl< <br />a 0 <br />05 <br />�O <br />'� <br />J <br />O <br />rn <br />T <br />C9 <br />L <br />CID co <br />.-. <br />O <br />Cr <br />O <br />(n .2cc <br />LO <br />0 ' <br />(O <br />c7 N <br />O <br />.� N O <br />Ln <br />Tr__ <br />Cn r N <br />T <br />E <br />C d' CV)z <br />Z <br />T <br />E N <br />C <br />co <br />E .. <br />-0i <br />JOB <br />NO: 23-00503 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />