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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 />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) 1 Od @ 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 OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <- 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEp, <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM 1 <br />ER P\ 1 0 <br />1 <br />1 <br />e:° <br />112" 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 WIB —� <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 MUNICIPALITY <br />�T <br />.— — <br />4 4 <br />;= a . \' ° I <br />M ' _1TI 7TI—II <br />I - -III-ITf <br />6x6 W1.4xW1.4 I� T_ °' <br />WWF OR FIBERMESH�r�l <br />-1 I f-1T1-1 I I III °. <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 />U) FOR MORE INFO <br />w <br />o = 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. <br />JI W 3RD LAYER 1/8" THICK. <br />U_ <br />—INSULATION PER <br />�r CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />' ETAL SEAT <br />R FELT <br />PAPER FOR <br />1 MOISTURE <br />1 BARRIER <br />i <br />STD. 901HOOK (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 />0- EACH FILL CELL TYPICAL <br />W Cl) <br />a- a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/� NOTE: EXTEND DECO FINISH <br />/ 410 6" BELOW GRADE <br />ISH GRADE00 <br />�-STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION ,1 <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 />ST _ <br />2nd FL00 <br />BEAM/GIR <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) 10d 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 />01 <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8)1 Od 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 />"END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1' ' ^ <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <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 />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 />SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <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 />FLOOR TRUSS <br />SPACER <br />BLOCKS <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 />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING 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 <br />WEEP <br />PLAN ' <br />INSTAL <br />2"x4" CROSS BRACE @ 48" <br />SIMPS <br />O/C FOR THE 1 ST 2'-0" OF <br />I <br />I <br />i <br />I <br />NAILS <br />END WALL W/ (2)1Odx3" @ EA. <br />BLOCKI <br />END INTO 2"x4" BLOCKING <br />IN KO B <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />SCREED <br />LED PER MANUF. <br />ON HETA20 w/ (8)10dx1 1/2" <br />@ 24" O.C. INTO TRUSS <br />NG & MIN. 4" EMBEDMENT <br />LOCK <br />R <br />S6 <br />RIBBONS <br />DETAIL (FLOOR TRUSS) o <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />N° <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />—_n_.. a. -- <br />--------° — <br />I -I I_ <br />d . ° <br />° <br />° <br />d° I <br />I -I H <br />III <br />III= <br />II=I Ill111 1llii Illii11lll ri I W/3" ON C. <br />8" 1'-8" 8" CHAIR W/ 3MIN <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION CS <br />ADDITIONAL SLAB INFORMATION. v - <br />15/32"OSB r 71 IRF <br />EXPOSURE 1 x II <br />SHEATHING <br />F xl <br />PROVIDE II II BLOCKING AS <br />REQUIRED PER II D II <br />J) SECTION X-X IF <br />1 NOT FULL <br />HEIGHT SHEET C II II <br />II II <br />JI <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />II T —7 II— <br />15/32" OSB <br />EXPOSUURR E 1 <br />F <br />�.. <br />SHEATHING <br />II II II I <br />Lu <br />SOLID 2x <br />III <br />G <br />ILI II II II I <br />BLOCKING @ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE � <br />III <br />OPENING <br />SECTION X-X <br />III <br />G <br />III x <br />;j'L11 <br />Rw <br />11 <br />ilk x <br />E <br />2x STUDS W <br />— <br />111 <br />I <br />III II II I I <br />BEYOND. � <br />I 111 <br />SEE PLAN a <br />III <br />I I II <br />I II II 11 <br />O <br />II <br />I-LI�1L-1-II <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM tAIAI r M t—\/ATI/1A1 MlAr%MARA <br />3/8" "S" = NAIL 3/8'. <br />SPACING <br />S 3/4" S 1/2" <br />S 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 wl7116" <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 />VERTICAL BLOCKING <br />SECTION X-X <br />r'l'vi <br />SFF�4/ <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />w <br />J <br />PENETRATE SURFACE MORE THAW/8'. <br />in <br />? <br />QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />C7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />u_ = <br />© NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />W <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />Lu <br />LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J >- ¢ r O in <br />w18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q xr—OOrn <br />u) O H '' <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />�v w 0 O ~ <br />MEMBER IF GABLE END <br />_ U <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <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 />(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)1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />,BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZONTkL <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 />WWF OR FIBERMESH <br />C A. <br />d ° <br />CV ° <br />ch <br />I_I I I—i I I I° °d . <br />IIIIIII� IIIlilll � ° <br />A <br />(3) # 5 REBAR ON 3" CHAIR 4" 1-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />9' 16' <br />(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)1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />—I 00 <br />IIII� I �R 1 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />en <br />CO <br />N <br />v <br />o <br />d� <br />o <br />a M <br />U <br />cv e.7 0-4 <br />m 2114 <br />ea <br />H �C= <br />< C14 <br />:z <br />— = <br />P .0 <br />m <br />cc <br />.� u <br />ar <br />(A g <br />c E <br />C <br />M <br />O <br />N <br />O <br />a O <br />O <br />l t <br />w <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 Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />�R�4t��'a•' <br />I'- <br />a <br />Ot E 0 N <br />O M 8 r <br />N .0 <br />Affi�/y <br />V <br />00 a) In J # <br />' P <br />wig 0 <br />� <br />_ 00 tad LL W <br />w p(, <br />wM^o� y a- <br />Q <br />a <br />v 2S2Sz <br />. n <br />1 <br />Co LJL LL 5 D. � U' <br />5 <br />ZO <br />� a <br />Z O <br />— � sy <br />_Z <br />m co 0 0 <br />3r <br />W <br />W <br />own ¢ m <br />WT � 1- Z <br />.y <br />IL <br />J <br />CoO 0 w <br />Z U 0 <br />4 <br />N co F=- <br />x`t <br />Z <br />O ca) ❑❑❑ <br />kf1 $ { <br />� N M <br />o g <br />z <br />z o <br />Q <br />� <br />� v <br />Q) <br />_ <br />0 <br />(� LL <br />OLIJLn <br />N <br />.w <br />cn <br />v C <br />W J <br />I <br />r � <br />r , <br />V =O y <br />to <br />0 <br />c d <br />Q co 0 N <br />aD <br />44IN <br />�® <br />a <br />w <br />C`-J <br />M <br />J <br />w <br />ZO <br />Z <br />Z <br />< <br />;E <br />ri <br />ca Ei <br />o <br />zo <br />- <br />oo <br />>N <br />a <br />Z© <br />oa <br />cu <br />rO <br />n � <br />00 <br />o E <br />o <br />¢ <br />aO <br />00 <br />ffz <br />t <br />wo <br />4� <br />y <br />m� <br />0 O <br />.0 <br />m <br />�z <br />8 <br />g1 <br />1 z <br />5° <br />a 3 <br />z <br />�w <br />m <br /><0 <br />�G <br />o <br />az <br />wa <br />�3 <br />c� <br />E0 <br />c� <br />v <br />o1� <br />L <br />° 3 <br />c <br />.0 r <br />>o <br />6 <br />rn <br />m <br />�. <br />N <br />F- <br />0 <br />(U <br />O <br />L <br />r <br />00 <br />00 <br />LO <br />0 T <br />r- <br />U <br />Un <br />O <br />00 <br />/��� <br />v! m <br />00 <br />F-- <br />p <br />L O <br />CV) <br />LO <br />Q <br />o <br />O <br />� <br />N <br />Lo <br />Lf7 <br />Q <br />M <br />Lid <br />O <br />Z <br />E O <br />v; <br />N <br />O <br />« <br />c <br />a <br />c� <br />o <br />JOB <br />NO : 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />