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--- _- - -- -- I1 _ I 1 _ . 1 I I _ L I II <br />3 <br />S <br />LO <br />LID <br />LO <br />CV <br />LO <br />v <br />cn� <br />0 <br />Q <br />00 <br />J <br />0 <br />I <br />N <br />a <br />LO <br />r— <br />LO <br />CV <br />LO <br />LO <br />q <br />cn <br />0 <br />00 <br />O <br />0 <br />J <br />CD <br />0 <br />I <br />M <br />i <br />M <br />CV <br />0 <br />LO <br />LO <br />LO <br />v <br />V <br />(n <br />0 <br />�L <br />3 <br />CL <br />M <br />C <br />I" - <br />a <br />0 <br />S <br />J <br />i <br />0 <br />v <br />V <br />J <br />4> <br />t� <br />N <br />N <br />LO <br />a <br />O <br />0 <br />-a- <br />0 <br />0 <br />0 <br />3 <br />z <br />r <br />m <br />v <br />N <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 />INSULATIO <br />BAFFLE <br />vEllbbb4 <br />MT�T�T�Z�T�T� <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 OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />112" 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 />11 F <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />d MUNICIPALITY <br />E s a. ° <br />.'a A .d <br />CNAa <br />a .a <br />Cl) I I-ellip, <br />I I —I I I —I I) <br />IIII I6x6 w1.4xw1aC=III—III—I <br />WWF OR FIBERMESH �� I III �I I II III <br />'III —III —III I I a° <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 />J w PLYWOOD SHEATHING <br />__j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />U) FOR MORE INFO <br />LU <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 />LAYER 1/8" THICK. <br />LU <br />� LU <br />—INSULATION PER <br />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 />U <br />4"x4" INSPECTION PORT AT <br />LL <br />0- <br />EACH FILL CELL TYPICAL <br />LU <br />W <br />AT GARAGE CONTRACTOR <br />LO <br />TO CUT BLOCK OR POUR <br />7 <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />=1NISH GRADE00 <br />I, ; ,III III' -STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO <br />STUDr,.. <br />2nd FLOOR W, <br />BEAM/GIRDER <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) 11 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 />,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 />'IT" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <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 />7 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 />o z <br />-T <br />PLAN • INSTALLED PER MANUF. <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)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"=1'-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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <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 />LL <br />WEEP SCREED = <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'-O" 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) 1 Od NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=1'-O" 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 />A .. . -A <br />° d <br />1 °. <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 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />d° I I-111• <br />I�7irP <br />IT 1-11 FIII ICRN�IHATWMIN. <br />18~$ E <br />INTERIOR 2—STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" SE <br />ADDITIONAL SLAB INFORMATION <br />C <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />In SECTION X-X IF <br />L NOT FULL <br />Q HEIGHT SHEET <br />/co <br />co <br />z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />75/32" OSB <br />EXPOSURE 1 F- <br />F <br />SHEATHING w <br />FF <br />2 <br />SOLID 2x U) <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING o <br />O <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />W <br />0 U <br />C <br />x <br />W <br />x <br />E <br />F- <br />LJ <br />2x STUDS <br />BEYOND. <br />SEE PLAN o <br />O <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 314" S 1/2" <br />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 />VFRTI(AI arIAN(; <br />SECTION X-X <br />T�7 <br />SFFA q�/2 <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 NEEDTO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />W <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THAN Y". <br />H <br />? <br />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 />W = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />u=i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J LU <br />o :3 O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />_1> ¢ I- O U) <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />IY t- O O (n <br />z O� w 2 <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />— N w 0 O <br />MEMBER IF GABLE END <br />c n W <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />- 4 : <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 />FkT <br />OAFN�� R <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 />,BEAM <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 . A. <br />d ,. <br />r CC) .1II_III_III—II ! <br />1I—II1_111 11 <br />1I1_III—III ° <br />-111��III as a a <br />� ,—II I I I =III=I' <br />(3) # 5 REBAR ON 3" CHAIR 4� 1 '4' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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 />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <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 />(3) <br />(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" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />F 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) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />80 <br />FINISH GRADE <br />:III °° <br />;EIIII�II o T <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />en <br />N <br />N <br />M <br />r <br />o <br />C W <br />o � m <br />a- o <br />U 11 (•! <br />CC V Cyr <br />fl m >X <br />C- <br />CU o .- <br />'y <br />y O CO <br />Q N � <br />B. <br />�y <br />CD <br />CJ <br />u <br />io <br />z. c m <br />m <br />y L1 <br />c � <br />co o, <br />0 <br />- <br />o <br />CV <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Flodda Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />U) <br />W <br />Q <br />vE <br />0 <br />U <br />O N � p <br />0 <br />(0 5 <br />co In <br />N <br />[�-° . <br />N O* <br />WWC <br />Q <br />NhVJ <br />C J It <br />LL <br />—_(' <br />Co LL L <br />LU <br />a <br />u° <br />W <br />teo o <br />o <br />W <br />M Z <br />��Q'°' m <br />00 <br />In NZ Q J <br />Z <br />N O U V U <br />W <br />13 <br />N O <br />� N <br />n <br />V I <br />t'1 M <br />a <br />:_ = <br />Q) <br />41 <br />o <br />4 <br />m <br />G a <br />m <br />V <br />Q) <br />o <br />C N <br />ywa� <br />N <br />�N <br />F <br />a <br />- m E <br />I <br />L. <br />�[Pi <br />Sep <br />r <br />ry O Z <br />O � <br />0 <br />0 <br />w <br />J <br />¢ <br />4 <br />Lj_ <br />�o <br />M <br /><R <br />R <br />w <br />O a <br />t— I?i <br />wa <br />U o <br />o <br />o <br />�a <br />o< <br />w< <br />Z <br />C.) r3i <br />I <br />az <br />�Y <br />mo <br />ow <br />m <br />�2 <br />— <br />8 �i <br />Q� <br />o2 <br />1z <br />Jo <br />C> 3: <br />u p <br />a <br />a w <br />m <br />o <br />M <br />Jw <br />as <br />ao <br />Z <br />V <br />OIQT0 <br />0 <br />C O <br />i <br />> <br />L.L <br />LIDrn <br />LO <br />Q <br />~ <br />(0 <br />O <br />a <br />Y <br />0 <br />O <br />v, <br />m <br />00 <br />LO <br />T <br />L <br />M <br />0 <br />�I <br />CU <br />m N <br />L.n <br />N <br />Q <br />CV)N <br />E <br />'E00 <br />CD \ <br />CO <br />o <br />z <br />cc <br />:3v; <br />z <br />a <br />C <br />C: <br />D <br />U J <br />_0 <br />CID <br />Q 0 <br />C <br />0 <br />J <br />JOB <br />NO : <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />