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ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <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/ 13/8" 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 <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 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL <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 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 CONC. SLAB <br />MIN, PSI MAY VARY PER <br />d <br />MUNICIPALITY <br />E— <br />' e�.... <br />! A' <br />6 �' <br />6x6 W1.4xW1. <br />WWF OR FIBERMESH�� <br />: • <br />�. <br />V. <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 - [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 />~ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />o i 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 />J LAYER 1/8" THICK. <br />�L <br />v —INSULATION PER <br />CHART ON FLOOR PLAN <br />('13 R <br />.. CETAL <br />SEAT <br />ELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 />v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />7 CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />GRADE ;0 <br />�1 � U \--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 ,1 <br />REV.03.16.21 SCALE:3/4"=l'-O" S6 <br />0 <br />T <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)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 <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 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)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 />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />FLOOR FRAMING - SEE <br />�TION J/S6 <br />(ACHED WALL SHEATHING <br />BOTTOM PLATE/CHORD W/ 8d <br />I" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF I I 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 <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />2x STUDS @ 1 <br />2"x BOT. PLATI <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIC <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. <br />SIMPSON HETA20 w/ (8)1Odxl 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"=1'-0" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'4' S6 <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 wl (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 />:. <br />d•. <br />'e 'd • ' •• • • • 0'. <br />'—}-(3) #5 CONT. ON 3" <br />8" I 1'-8° l 8" l MIN. <br />CLEARANCE <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 />15/32" OSB <br />IT <br />EXPOSURE1 <br />SHEATHING <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />II D <br />IF <br />NOT FSECTIULX•X <br />HEIGHT SHEET <br />C <br />z <br />_ <br />�lL <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />I) <br />EXPOSURE 1 <br />FIFII <br />SHEATHING <br />x <br />SOLID 2x <br />W <br />C <br />II <br />I <br />BLOCKING @ ALL <br />o <br />C <br />SHEATHING <br />0 <br />EDGES (SEE <br />III <br />OPENING <br />S ECTION X-X <br />IL U <br />C <br />x <br />Fxw <br />x <br />E <br />I <br />Lu <br />2x STUDS <br />W <br />III <br />III II <br />I <br />II <br />BEYOND. <br />y <br />SEE PLAN <br />o <br />0 <br />Cn <br />II <br />I <br />Cn <br />A \--2x4 P.T. BASE <br />2x RIBBON OR VERTICAL 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 3/4' S 1/2" <br />II-- g 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 wl7/16" <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 0 3" O.C. <br />STAGGERED FOR SHEATHING <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 />oXTFR\ <br />FOR <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 X" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />� <br />PENETRATE SURFACE MORE THAN Ye". <br />z <br />? <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL <br />@ <br />NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O I <br />OD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />vxi <br />E <br />STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />w LL O a <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />>-� 8 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 <br />F m LL <br />@ <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O ~ <br />a <br />MEMBER IF GABLE END <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 <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)10d 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 />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 />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 />V-16' <br />1 (3) <br />(3) <br />1 (2) <br />1 (3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />2x BLOCKING HORIZONT <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />2X STUDS @ 16" 0/C <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />APPLY 3 LAYERS WI TOTAL THICKNESS <br />x PLATE WASHER (MIN. <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />SHEEARAR 3500#.MIN. TYPICAL <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />TENSION 2600#.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />AT EA. STUD <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />2X P.T. PLATE <br />i WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />�.. <br />VA <br />x <br />f .. <br />go <br />• '' <br />FINISH GRADE <br />M _III=III=III=I <br />I <br />, <br />III <br />I I_I I <br />I I <br />d, <br />Op <br />---I <br />II I' 4 <br />—I I I III <br />I I <br />@­-. <br />I I <br />; <br />g <br />I I I I <br />I I <br />/ d •.. I III <br />(3) # 5 REBAR ON 3" CHAIR —' 4" 1'-8" <br />W/3' MIN. CLEARANCE <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" 1 <br />ADDITIONAL INFORMATION. S6 <br />O <br />c./ <br />-o .= <br />IlafCn r v <br />a. ti <br />o <br />w es e•a <br />ICI <br />- 0 O K <br />.r c�a <br />N vs O �- <br />Q N7C <br />a� <br />E o <br />y 0 -5 Q <br />'r- <br />ux .2 T <br />a <br />N a <br />c E <br />:? o <br />G <br />������! <br />�`�e�tptlt!llltlrtr <br />INN <br />N �'•* <br />G 5 <br />� t Qw <br />°T <br />U r�C '*-4W <br />i <br />i,;�/" r r "S J`Oah,`\ <br />ar"'�+ell'it ! 11111,100 <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 Code - <br />Residential 7th Edition. 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