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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 />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)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od <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 <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.C: <br />R <br />1�1�1.��II�11 1IIl <br />- - III II 1�11 <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 - [RSH] - 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 />LU <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 />LAYER 1/8" THICK. <br />UU) —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 />v 4"x4" INSPECTION PORT AT <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 00 <br />-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 SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />*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 />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />TE W/ <br />O.C. <br />IOR TRUSS/JOIST <br />2x STUDS @ 1 <br />2"x BOT. PLATI <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS11 <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 />c <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15132" OSB <br />—1 <br />EXPOSURE <br />F <br />SHEATHING <br />x <br />PROVIDE <br />71x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />N <br />z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />15/3T OS8 <br />EXPOSUREI <br />F <br />FF <br />SHEATHING w <br />x <br />SOLID 2x y <br />C <br />BLOCKING Q ALL <br />C <br />SHEATHING 00 <br />EDGES(SEE <br />OPENING <br />-J <br />SECTION X-X) <br />Lu <br />a0 <br />C <br />x <br />Rw <br />x <br />E <br />2x STUDS <br />BEYOND. tq <br />SEE PLAN 0 <br />N <br />I \-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 />A FLOOR CONNECTION B <br />S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 3,8 SPACING 3/B <br />FOR ADDITIONAL INFORMATION. S41rz S 1/2 <br />S vr' <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 />CORNER <br />TYPICAL "T" 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 />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN <br />°O SEE FRAMING WEEP SCREED <br />4 z PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />11 <br />O/C FOR THE 1ST 2-0" OF 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 />$EE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=V-0" S 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 17-0" (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 />• 4 . �. • . <br />.. .. • 4, <br />' T <br />(3) #5 CONT. ON 3" <br />l 8" 1'-8" 1 8" I 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 />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116' <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 />SECTION X-X <br />SFFA ��w <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 />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 Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN}". <br />_ <br />OA NAIL AT BASE 2 ROWS a 4" O.C. w/ 8d COMMON NAIL <br />Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/8d COMMON NAIL <br />_ <br />LL <br />@ NAIL OPENING PERIMETER w/ (2) ROWS 0 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />to <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />LU <br />w L O <br />PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER <br />F <br />> 0 h <br />00M-JD <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS 0 TOP & BOTT. <br />F- <br />Z tY <br />@ (2) 8d NAILS (9 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— cn a <br />o o <br />MEMBER IF GABLE END <br />`r LL <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <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 HORIZONTAL, <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 />`r WWF OR FIBERMESH <br />-1�1—ICI—ICI II '.' . a. •. I� <br />-1 I 1—III—I i 4111 II II <br />III —III — <br />'' I III-III=1'' <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />YY <br />m <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 1 31"X 2 117 <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 />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'4 <br />2#(2) <br />2 <br />(1) LSTA30 <br />#(2) <br />3 <br />(2) <br />(1) LSTA30 <br />V-16' <br />3 <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 />co <br />FINISH GRADE <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL INFORMATION. <br />o Ig <br />N <br />N <br />to _ <br />© -o — <br />� o <br />i-i . a g o <br />0' C t9 ,-, N <br />- <br />mac <br />_— <br />'!• � to � <br />N Di C4 l <br />Q r Y <br />a� <br />sz <br />� c <br />3 to <br />N r= <br />c E <br />tv o <br />p- u <br />`o <br />N <br />is <br />„ <br />030 <br />To the beat 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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