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tz <br />N <br />N <br />N <br />CE <br />CL <br />N <br />N <br />N <br />-a <br />Vf <br />FOR E NT <br />ROOF FLASHING AND ROOF FLASHING <br />REQUIREMEREMENTTSS SEEE 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 />�j <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATIO <br />SCHEDULE - (RSHI - 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 <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 />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT 2K <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />o i <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ 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 />LAYER 1/8" THICK. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />LU <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <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 FOR <br />B R <br />AN AREA 51000 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 />I <br />PAPER FOR <br />MOISTURE <br />° <br />JBARRIER <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" 0/C <br />CEILING & 8'O/C WALLS <br />—STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BILK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />ARCHITECTURAL <br />BAND JOIST TYPICAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />U 4"x4" INSPECTION PORT AT <br />LL <br />= 0- EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD LO TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />c <br />7-4 <br />° — 4 FINISH GRADE o0 <br />AA <br />TTT�IT�Il( �IIi}T� ITT <br />6x6 W1.4xW1.4 All <br />°: • A' 111� e <br />WWF OR FIBERMESH�� _ ° • - �. <br />�-.�'M1_L —STD.90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR TTT T'r (SEE DETAIL) <br />W/3" MIN, CLEARANCE 4" V-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)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)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 />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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 />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 />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 />e <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 KID 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 />R <br />S6 <br />2x STUDS @ 1 <br />2"x BOT, PLATE <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 />FLOOR CONNECTION B <br />@ MASONRY 13T FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />B.U.C. <br />PROVIDE CONTINUOUS (8)10d NAILS TO <br />BLOCKING FROM B,U,C. STUD PER STRAP <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />LL <br />S6 <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" 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 w/ (10)1Od 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 A WWF OR FIBERMESH <br />4 ° ° ° <br />• r <br />° ° ' <br />_ .'ma's'-' ' !� .�• ' _ <br />I I I I,—I�I 1I�' (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15/32" OSB �I <br />EXPOSUREI x II <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />r <br />REQUIRED PERD <br />w <br />o SECTION X-X IF <br />II <br />_ <br />NOT FULL <br />0 <br />HEIGHT SHEET <br />C II II <br />Z <br />in <br />II II <br />__jI _ 11— <br />Ll <br />(., FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />TF T —7 II <br />EXPO <br />EXPOSUREI <br />W <br />F <br />SHEATHING <br />II II II <br />y <br />SOLID 2x <br />III <br />C <br />III II II II I <br />BLOCKING C ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />a. <br />III <br />C <br />II x <br />II II <br />rxW <br />-n II <br />IIf x <br />_ I <br />2x STUDS W <br />III <br />1 <br />III II II II <br />BEYOND. y <br />I 11 II IN <br />SEE PLAN e <br />III <br />II II I I <br />y <br />—ill <br />Lil Li <br />II lu <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 Ye" <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 />? <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />H <br />© <br />NAIL OPENING PERIMETER w/ (2) ROWS 0 4" O.C. wl 8d COMMON NAIL. <br />O <br />Q <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />STAGGER ALL VERTICAL JOINTS & NAIL 0 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />W LL F- O <br />F <br />PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER <br />d �: O in <br />0 <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />U) 00 m LL a <br />u. '- <br />OG <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR (cD VERTICAL <br />N w O O <br />MEMBER IF GABLE END <br />c N LL <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 <br />2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". <br />SEE PLAN <br />BLOCKING BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" „S" £ NAIL 3/8" <br />SPACING <br />S 3/4•1l2" S 1/2" r <br />S 1!2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 20 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (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 />vcanrai�` <br />SECTION X-X <br />r'I'Li <br />sFF Dill <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 />AFNa?0, <br />WALL SHEATHING INSTALL. <br />C . <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 />1 (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)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 />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 1U-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 />`t WWF OR FIBERMESH <br />r <br />C .. 4 ♦ A ° <br />tV <br />=1II_II1=1I1 11 :. <br />111111111111111°11 •: <br />III,IIII <br />III=III=� <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />4'4 <br />(2) <br />3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />3 <br />(2) <br />(3) <br />1 (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 />MAY 1 7 �d13 <br />FINISH GRADE <br />�- <br />JIII I' 4 <br />-T— Virtual Review Assist, in <br />Plans Review completed and approved <br />for compliance with the 2020 fBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />,--1 <br />@ WOOD 18T FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />�,0\l1111lf111111je��r <br />,,,�� <br />••' *' S E <br />CD <br />l0 ` <br />„�r13:Ilii�i,e„ <br />C <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 <br />Florida Building <br />Code - <br />Residential 7th Edition. 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