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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 FOR UNDERLAYMENT <br />_r� <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />12 <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 NAILS <br />OR DRYWALL SCREWS 7" O/C CEILING & 8" <br />O/C WALLS <br />BASE BOARD PER SPECS. <br />2 x P.T. BLOCKING BY FRAMER FOR <br />PLYWOOD EDGE NAILING <br />(2) SIMPSON SDWC15600 SCREWS @ <br />EACH TRUSS TO LEDGER <br />1/2" GYP. WB <br />OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED <br />W/8d COMMON @ 6" O/C TO ONE SIDE <br />OF THE FLOOR TRUSS FOR AN <br />AREA 51000 SQ. FT. OF FLOOR <br />AREA & SEALED PENATRATION AREA <br />W/ FOAM. DRAFTSTOPPING SHALL <br />DIVIDE THE CONCEALED SPACE INTO <br />APPROX. EQUAL AREAS. �\ <br />3/4" FLOOR SHEATHING —� \ <br />.0, <br />HURRICANE ANCHOR @ EACH TRUSS <br />(SEE UPLIFT SCHED.) W/ METAL PL. <br />UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS <br />111rG or H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH <br />EDITION (2020) RESIDENTIAL <br />ROOF SHEATHING - SEE SCHEDULE <br />[RSHI - ON 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 />SEE ROOF PLAN FOR STRAP INFO. <br />TOP COURSE W/ 1 #5 CONT. <br />LINTEL SEE PLAN <br />SEE PLAN <br />TOP OF WINDOW <br />WINDOW PER PLAN <br />8" C.M.U. WALL <br />`-DOUBLE KNOCK -OUT W/ (1) #5 <br />CONT. IN. EACH COURSE <br />PRE-ENGINEERED FLOOR <br />" <br />TRUSS' AT 24" O.C. <br />4. <br />GYP. BOARD CLG. <br />REINFORCING W/ MATCHING #5 <br />DOWELS IN SOLID GROUTED <br />CELL W/ MIN. 25" LAP SPLICE <br />SEE 53/D1 FOR LEDGER <br />MIN. <br />CONNECTIONS <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />' • <br />FOUNDATION PLAN & NOTES) <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />lx WD FURRING @ 24" O.C. <br />ill <br />CD <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />CD <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />` <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />E <br />---�I T- <br />a • <br />N <br />T <br />a <br />• <br />•. <br />FINISH GRADE o0 <br />M <br />• <br />00 <br />6x6 W1.4xW1.4 - <br />e <br />: • <br />WWF OR FIBERMESH = <br />1�_STD.90"HOOK <br />(3) # 5 REBAR (GRADE 60 4" (SEE DETAIL) <br />REINF.) ON 3" CHAIR W/3" <br />MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />REV. 04.30.21 <br />SCALE: 3/4"=V-0" <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. SCALE: N.T.S. <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 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)1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />iTE W/ <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/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />© <br />1 <br />me <br />(2) SIMPSON SDWC 15600 SCREWS @ 24" O.C. <br />P.T. (2) 2X6 #2 SYP. CONT. W/" <br />X 8" HD TITEN W/ 5" MIN. <br />EMBEDMENT @ 24" O.C. <br />FLOOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />PRE-ENG TRUSS <br />(2) KNOCKOUT COURSES <br />W/ (1) #5 CONT. EA. <br />P.T. 2X6 #2 SYP. CONT. RIBBON <br />W/ (2) J" X 3 J" TAPCONS @ 16" <br />I--��„ O.C. W/ DIAG. BRACING OF <br />TRUSS <br />CMU WALL (SEE <br />- PLAN FOR INFO) <br />TYP. CONNECTION WALL TO TRUSS <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: 1" = 1'-0" <br />REV. 05.21.21 <br />SPACER <br />BLOCKS <br />'T' CORNER <br />TYPICAL FFTF AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />FLOOR TRUSS <br />2x STUDS @ 1" <br />2"x BOT. PLATE <br />(2)10d @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/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 �� l <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />DECKING <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 71 <br />EXPOSURE 1 x II <br />SHEATHING <br />—x — <br />PROVIDE II II <br />BLOCKING AS <br />REQUIRED PER II D II <br />w 0 SECTION X-X IF <br />_ Wj NOT FULL <br />o F HEIGHT SHEET C II II <br />U) Z II II <br />G FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />B 3/8" "S" = NAIL 3/8" <br />SCALE:3/4"=1'-0" S6 SPACING <br />S 3/4" S 1/2„ <br />. r S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />(2)- 2x TOP PLATE <br />W BEYOND I <br />B.U.C. <br />(8)10d 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" ��S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />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)10dx1 1/2" <br />0/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 <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />0 <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. S 8'-611. <br />(2) ROWS OF 2x BLOCKING @ <br />3rd PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. —� <br />2X P.T. PLATE <br />TF T —7 II <br />15/32" <br />F <br />EXPOSURUREI F <br />SHEATHING W <br />II II II <br />x <br />SOLID 2x U) <br />III <br />III II it II I <br />ALL o <br />SBLOCKINGHEATHING cn <br />EDGES(SEE <br />III <br />OPENING <br />SECTION -X <br />Lu <br />III <br />C <br />III x <br />II II <br />Fr <br />25 <br />II <br />1117 IF. <br />E <br />_ <br />L <br />2x STLIOS W <br />III <br />III II II II <br />BEYOND. y <br />SEE PLAN o <br />III <br />I I I II I <br />III II II I I <br />y <br />ill <br />L11— <br />—11 <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 />SECTION X-X <br />SFF �0� <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 X" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ye". <br />Cn <br />? <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />8 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />_ <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O~ <br />@ <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />J <br />w LL O <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 />F inLL ¢ <br />© <br />(2) 8d NAILS (A 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />N W ¢ O ~ <br />MEMBER IF GABLE END <br />y " <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />. <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 />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />�4A <br />(2) 2x HEADER SEE PLAN <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)1Od x 1 1/2" EACH SIDE <br />oo N�FRipR <br />N� <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 />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" <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 />I 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 />1 <br />2) <br />(1) LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />SEE SHEATHING <br />(2) ROWS OF 2x BLOCKING <br />SPECS ON FLOOR <br />AT THIRD POINTS <br />1/2" GYP. VV.9. MIN. @ <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />GARAGE SIDE IF APPLICABLE <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />5/8"DIA. 10" "J" BOLT W/ 8° <br />x 3/16" PLATE WASHER (MIN. <br />EMBEDMENT @ 24" O.C. W/ <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2"DIA.X Z/16" PLATE WASHER <br />(MIN. SI��/�R 3500#. MIN. <br />TYPIC4 TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />_ SLAB W/ 6X6 W1.4xW1.4 [ <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />WWF OR FIBERMESH <br />a,. <br />I I -8LI <br />- <br />I <br />I 1 <br />(3) #5 CONT. ON 3" <br />8—I" 1' CLEARANCE (3) # 5 REBAR ON 3" CHAIR 18"CHAIR W/ 3" MIN. <br />W/3" MIN. CLEARANCE <br />INTERIOR 2-STORY FRAME SEGT11.0N rs ALTERNATE FOOTING <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 30""1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <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 />o <br />FINISH GRADE <br />°P <br />T <br />iI�II; I' 4 <br />-1 <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />N <br />C d <br />a u.l <br />1•+ <br />U_ t! LL e.�7 <br />c M CJ c+t <br />CO :log.: = u. D" <br />N ec O o <br />C W N � •• <br />al t4 <br />_ � <br />fl"�r ir. <br />CC fJ <br />y <br />s cr. <br />•v0 <br />c <br />� cr <br />e <br />6go wlvCj <br />.��`\xN <br />•� <br />0� <br />UA <br />W <br />C� \� <br />% 6= 1. Q'Q.•• �, <br />'.r R OF£SIS10N <br />\\\ <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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