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_ _.� I,.�u. illl"�M�!11�"FR9,:It R�911N�i.�,., ae•.i!i _ _;� IY_��__;_ � :, ,.�I I,,. <br />3 <br />m <br />co <br />I"7 <br />io <br />LO <br />0 <br />.a <br />zo <br />r <br />zo <br />0 <br />J <br />m <br />cc <br />t'7 <br />LO <br />v <br />0 <br />Vim) <br />0 <br />0 <br />0 <br />I <br />LO <br />Lo <br />a <br />cn <br />0 <br />L <br />Q <br />N <br />N <br />v <br />a <br />0 <br />1.a <br />E <br />v <br />LL <br />v <br />0 <br />c� <br />i <br />d <br />P <br />i <br />0 <br />U <br />J <br />as <br />E <br />15 <br />0 <br />45 <br />O <br />0 <br />m <br />79 <br />v <br />cn <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />12 <br />I <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/ 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 AREAS 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 />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" <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 />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 - [RSH1- 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 />w PLYWOOD SHEATHING <br />U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />o� <br />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 />LL w LAYER 1/8" THICK. <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETALSEAT <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 />FINISH <br />(1) #5 VERT, IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />v 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR co <br />BASEBOARD LO TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />r a FINISH GRADE 00 <br />I i—Iii� r—I i I I <br />e -A <br />6x6 W1.4xW1.4 �_ • � . °. ' n <br />WWF OR FIBERMESH I I II <br />e V <br />"I I I ' '+ !' I \••-STD, 90 °HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 41' <br />TYP 2—STORY WALL SECTION , <br />REV.03.16.21 SCALE:3/4"=V-0" C <br />L <br />B <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)10d 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 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)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 />iTE W1 <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/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. 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" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />O° <br />SEE FRAMING WEEP SCREED <br />a cz r <br />C <br />PLAN • . • INSTALLED PER MANUF, <br />' <br />T <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1 ST 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 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 @ 16" O.C. <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <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 <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 />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <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 />�-- 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"=V-0" "6,) <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 W/(10) 10d <br />NAILS AT EA, STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE — <br />e _ d <br />_ i r*ji <br />a. <br />e° . N <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 3116" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />4=i;Fl <br />eCD <br />8; I IjJ 81 I ICI I I , 8 (3) #5 CONT. ON 3" <br />CHAIR W/ 3" MIN. <br />CLEARANCE <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 />15132" OSB <br />EXPOSUREI <br />I <br />I <br />F <br />SHEATHING <br />41— <br />x <br />PROVIDE <br />FC <br />BLOCKING AS <br />REQUIRED PER <br />o SECTION X-X IF <br />Lu NOT FULL <br />HHEIGHT SHEET <br />C <br />z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL O <br />C <br />SHEATHING O0 <br />EDGES (SEE <br />OPENING <br />O <br />SECTION X-X <br />uj <br />4 <br />C <br />X <br />W <br />�— <br />Xuj <br />E <br />F- <br />2x STUDS Lu <br />BEYOND, Cn <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 />318" "S" = NAIL 3I8" <br />SPACING <br />S 3/4" S 1/2" <br />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 />veanrn�r. <br />SECTION X-X <br />sF p�Npo� <br />1qN <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 MINIMMUM X" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />ui <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />-' <br />PENETRATE SURFACE MORE THAN <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />CD© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />u. T <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. <br />O <br />Q <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />uj <br />u9 O <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />C, y <br />W! 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />< �t-o0 n <br />z � w -, u- <br />© <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 u <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 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 w/ (6)1 Od x 1 1/2" EACH SIDE <br />41 <br />i�R <br />0 <br />0R <br />NO <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 2600#.) <br />2500 PSI CONCRETE MIN, <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />C .d rid e <br />q. <br />CN <br />M <br />. a ° • . Q. <br />I1111111 IIIIIIII p <br />'II,IIII °� <br />(3) # 5 REBAR ON 3" CHAIR 4" V-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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <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 />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 PT. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />CD <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />ram.► <br />i� <br />0 <br />C N U ,y <br />7v. c ti o_ <br />to M O 1. <br />71 <br />N y © to <br />CJ Y <br />d <br />m y m sa <br />cv � <br />� E <br />cc p <br />L <br />p rE <br />At�rE-3�di iF 6in �aFB�y{. <br />ec^ i��'r <br />Ree•"r. �• <br />"... <br />a RR.l�•ppp���MI)� <br />r. ,. 'C' R� ." <br />j'N <br />kfF�ld 4f F�@�44b4 L,M.+�}Q F <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />• <br />a <br />8 <br />V <br />C <br />��-. -N N aJ <br />W1.0 n <br />N <br />n n <br />M <br />a <br />0 <br />0 <br />M SY u <br />= -� L W <br />J LL LL n <br />— -o a <br />z <br />z ca <br />do�ee <br />W <br />Z <br />ILN <br />QjO3 m w <br />J <br />co Mz < <br />O U 0 <br />Z <br />W <br />Cn <br />o0 <br />� M <br />z N o <br />— � o <br />z 00 CO <br />z o CO <br />M <br />V I <br />Ln <br />N <br />z a <br />= <br />Qi <br />C9 0 <br />4-1 <br />N <br />0 <br />g <br />taws <br />c N <br />U <br />LU = <br />z <br />= w <br />� <br />U o <br />Q <br />m <br />N <br />�� <br />o <br />O <br />J <br />w <br />M <br />z <br />o <br />2 <br />LJL <br />E <br />W¢ <br />oI <br />Zp <br /><� <br />0_ <br />E OU <br />z® <br />❑a <br />(% <br />MU <br />O< <br />UO <br />U< <br />N <br />L <br />< � <br />WU <br />Qp <br />W Z <br />�W <br />.� ns <br />U <br />mi <br />1) <br />0, <br />Z <br />- <br />J <br />.o <br />>z <br />�m <br />ZO <br />z <br />W� <br />c: 3 <br />LL <br />� <br />- <br />�k <br />.z <br />=3 <br />�r <br />O <br />C:)< <br />O <br />co <br />Fw <br />aF <br />00 <br />rt' <br />zl< <br />0 <br />2 O <br />N <br />i <br />L / <br />LO <br />rn <br />m <br />Q <br />c7 <br />Cy) <br />N <br />r <br />� <br />� <br />r <br />m <br />00 <br />L�(") <br />Q <br />O <br />N <br />0) <br />i <br />o <br />0 <br />04 <br />.0 <br />� <br />N <br />r <br />LO <br />M <br />co <br />M <br />r <br />� <br />LO <br />O <br />z <br />E <br />N <br />cc <br />ac0 <br />E <br />_j <br />Q o <br />ate' <br />JOB <br />NO: <br />22-06461 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />