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w <br />I <br />(�D <br />E3 <br />M <br />N <br />0 <br />0 <br />0 <br />0 <br />J <br />2 <br />N <br />i <br />0 <br />v <br />cn <br />O <br />i <br />Q <br />C) <br />N <br />i <br />a <br />E <br />0 <br />4 <br />c <br />c <br />N <br />Li <br />4§ <br />U <br />v <br />N <br />0 <br />i <br />c <br />0 <br />c <br />0 <br />N <br />L,= <br />0 <br />tq <br />0 <br />a. <br />LO <br />to <br />0 <br />a <br />m <br />o <br />FOR UNDERLAYMENT <br />ROOF FLASHING AND ROOF FLASHING <br />REQUIREMENTS SEE R905.1.1 <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />12 <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />ZZ,_7 <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATIO <br />SCHEDULE - [RSH] - ON <br />BAFFLE <br />FRAMING SHEET FOR <br />INSULATION P <br />SHEATHING AND FASTENERS <br />CHART ON FLOOR <br />ALUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />/� 2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE STRUCTURAL SOFFIT SHEET SS <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />1x2 NAILER <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />H <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />fn <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />In <br />= <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />o <br />APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />—I I— <br />LAYER 1/8" THICK, <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= w <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ = <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FO <br />B R <br />AN AREAS 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />J BARRIER <br />a:a . <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 />STD. 90 NOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLANAH <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />ARCHITECTURAL <br />BAND JOIST TYPICAL <br />FINISH <br />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />d MUNICIPALITY <br />C -d. <br />E ,,--- <br />I—III=1 I I <br />I I <br />a <br />1_ III —I LF=1 I I=1 <br />a. <br />a <br />6x6 w1AxW1.4 <br />WWF OR FIBERMESH]—III—I I I <br />-IIII�III1=1 II <br />I I I <br />I III <br />a <br />o. <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO <br />STUC' <br />2nd FLOOR � <br />BEAM/GIRDE <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)1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL-- <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL N <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2 ILd/ <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 />IF BEAM OR GIRDER <br />TE W/ <br />'O.C. <br />)OR TRUSS/JOIST <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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />CLKTO <br />w <br />°- <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />N <br />CUT BLOCKOR POUR <br />SECTION J/S6 <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />4"to 6" BELOW GRADE <br />1.GRADE oo <br />@ 4" O/C, 2 ROWS STAGGERED <br />1,7FLOOR TRUSS SEE FRAMING PLAN <br />=1NISH <br />474" <br />I .',I I I� III„1 l (11-1 l' \-STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 1 1'-8" <br />TYP 2-STORY WALL SECTION ri <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />FLOOR TRUSS <br />O° <br />SEE FRAMING WEEP SCREED <br />r �2 <br />PLAN ` . • INSTALLED PER MANUF. <br />• <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I I <br />O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ 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 @ -I <br />2"x BOT. PLAT[ <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 SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB �I — <br />EXPOSURE 1 I x II <br />SHEATHING <br />— —x — I — <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />L <br />o SECTION X-X IF <br />II II <br />_ <br />NOT FULL <br />or <br />HEIGHT SHEET- <br />(I II <br />0C <br />Z <br />0 <br />II II <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />_T —II <br />15/32" OSB <br />T_ T <br />EXPDXPOSUREI � <br />F <br />SHEATHING <br />x <br />SOLID 2x cn <br />III <br />C <br />III II II II <br />BLOCKING 0 <br />C <br />SHEATHING@ALL <br />O <br />y <br />EDGE5(SEE <br />IIIOPENING <br />SECTION X-X <br />Lu <br />III <br />G <br />III LUX <br />;jL—IIW <br />II <br />III_ x <br />E <br />� <br />2x STUDS W <br />III <br />III II 11 II <br />2 <br />SEE PLANBEYOND, o <br />III <br />I I I II I <br />III II II I I <br />O <br />11 <br />I — Li <br />Ill 11 Jl —II <br />A 2x4 P.T. BASE <br />HORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />3/8" "S" = NA <br />@ MASONRY 1ST FLR, SEE J/S6 SCALE: 3/4"=V-0" S6 SPACIN <br />FOR ADDITIONAL INFORMATION. <br />IS 3/4"1/2' <br />F*.U', 1E11'P: <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6,) <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 />T— � as <br />I I Ir-I I-1 I I —I I I —III —III —I Ir '' (3) #5 GONT. ON 3" <br />Tif--1 Ti=iTf—TI—IT <br />8" V-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION KS <br />SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <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 wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANYe". <br />? <br />(Z) 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 <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 />=n <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />w LL O <br />� <br />PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER <br />F <br />>. r O 0 <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q cl�F-OOar <br />0 F C° LL R <br />00 <br />O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N W o <br />MEMBER IF GABLE END <br />c c LL <br />NOTE: <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 />rc_ <br />WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />S�rF ��w I Z, <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />1 <br />S4 <br />1Od NAILS @ <br />8" O/C TYP. <br />BOX HEADER <br />ONLY <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SEE PLAN FOR REQUIRED—` <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 HORIZONTALLY <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 W 1 AxW 1.4 <br />WWF OR FIBERMESH 1 <br />.. a. .d 4 .. A A <br />___1 o <br />N 4 <br />I -III -I I I I A <br />-III-III-III <br />4 e, <br />L►LI <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 />T 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 />1 (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)1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />(3) # 5 REBAR ON 3" CHAIR —' 14" 1 V-8" I <br />W/3" MIN. CLEARANCE i <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL INFORMATION. <br />Cn <br />�o <br />>w <br />»gym X <br />a> <br />c <br />m <br />L <br />(zi�i.ai m .a <br />co p <br />4a •, <br />'I,0 111 li/.4-" <br />N <br />��•••• '•• Nvx <br />ti� <br />,F <br />\ <br />• -� <br />_ <br />lbp <br />\16 <br />°•. <br />F L Off' �. <br />A <br />�O",es <br />S1 0 14 <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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