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3 <br />m <br />n <br />N <br />LO <br />v <br />r� <br />.L] <br />O <br />0 <br />0 <br />J <br />N <br />0 <br />I <br />N <br />m <br />r- <br />N <br />L0 <br />4 <br />0 <br />rn <br />to <br />.o <br />Q <br />0 <br />J <br />N <br />0 <br />I <br />N <br />L0 <br />L <br />v <br />v <br />0 <br />v+ <br />0 <br />0 <br />i <br />Cv <br />E <br />E <br />0 <br />x <br />0 <br />IM <br />N <br />tz <br />E2 <br />U <br />v <br />cal <br />0 <br />0 <br />-U <br />J <br />N <br />0 <br />ado <br />43 <br />v <br />0 <br />0 <br />a <br />KJ <br />[V <br />N <br />00 <br />43 <br />0 <br />W <br />Q <br />m <br />v <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />I <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/ 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 :5 1000 SO. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />07 <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 />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 />w PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />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. 3RD <br />_w LAYER 1/8" THICK. <br />�w <br />U_P�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 />SIMPSON LSTA24 STRAP w/ (8) 10d 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)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 />1 st 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 />FEND 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. PLAT[ <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS,' <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 />i <br />INSTALLED PER. MANUF. <br />Cr <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />U <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 />SPACER <br />BLOCKS <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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />TR <br />RIBBONS <br />me <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=1'-0" �S6 <br />_63l_ <br />15/32" OSB <br />EXPOSURE1 <br />Tx <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />x <br />SOLID 2x U) <br />C <br />BLOCKING @ ALL j <br />C <br />SHEATHING O <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />U a <br />C <br />x <br />Ew <br />01 <br />x <br />E <br />11 <br />Lu <br />2x STUDS <br />T <br />BEYOND. co <br />SEE PLAN o <br />Ill <br />il <br />A <br />O <br />L.. <br />(0 , <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 />3/8" "S" = NAIL <br />SPACING <br />S 314" S 1/2" <br />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 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 />STD'"N <br />FFp��41 <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 <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y". <br />F <br />v7 <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />z <br />tr_ _ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O r <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />C0 <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w! 8d COMMON NAIL <br />J <br />Ow Lu o <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> ¢ � O E <br />F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />� <br />0U)Mm <br />v F F LL M <br />0 <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />0 w u- F <br />"WOO <br />MEMBER IF GABLE END <br />c C <br />NOTE: <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 />rc_" <br />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 />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 />0 10 <br />NO <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 />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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <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 />1 (3) <br />(3) <br />1 (2) <br />(3) <br />(2) LSTA30 <br />FOUNDATION PLAN & NOTES) <br />w <br />c� 4"x4"INSPECTION PORT AT <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />SEE SHEATHING <br />2x BLOCKING HORIZONT <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />a EACH FILL CELL TYPICAL <br />a a <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />@ INTERVALS NOT <br />1x WD FURRING 24" O.C. <br />@ <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />EXCEEDING 10-0" R302.11 ) <br />2X STUDS @ 16" 0/C <br />BASEBOARD <br />� TO CUT BLOCK OR POUR <br />04 <br />CURB DUE TO SLOPE <br />DECKING <br />SECTION J/S6 <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />DIA. x 10" BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />MIN. 2500 PSI CONC. SLAB <br />ATTACHED WALL SHEATHING <br />2x BLOCKING HORIZONTALLY <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />EMBEDMENT <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ INTERVALS NOT <br />5/8' DIA. x 10 J BOLT W/ 8 <br />x 3/16" PLATE WASHER MIN <br />(. <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />@ 4" 0/C, 2 ROWS STAGGERED <br />EXCEEDING 1 U-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />° ... <br />SIMPSON SP1 w/ (10) 1Od <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 w/ (10) 10d NAILS <br />"' <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />AT EA. STUD <br />c� p .. •"; ' a .a <br />FINISH GRADE ib <br />FLOOR TRUSS SEE FRAMING PLAN <br />2 x STUDS @ 16 O.C. <br />TYPICAL TENSION 2600#. ) <br />2500 PSI CONCRETE MIN. <br />SLAB PSI <br />6x6 CONCRETE <br />2X P.T. PLATE <br />a <br />FLOOR TRUSS <br />SEE FRAMING <br />2X P.T. PLATE — <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />_ <br />WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />_ <br />�1I1I I1I I I I —I I 1I I II I < • <br />6x6 W1.4xW1.4 -a°° <br />4 <br />WWF OR FIBERMESH <br />III=I I—III=�=III- - r <br />W q z <br />PLAN <br />WEEP SCREED <br />MANUF.INSTALLED PER <br />° <br />.`° <br />' <br />=III=III—I I I=I I <br />00 <br />I �I <br />kl= <br />I- <br />2 x4 CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2' <br />NAILS @ 24" O.C. INTO TRUSS=°t <br />-- ° • ' . <br />I I—� _ .. <br />° <br />a e _—_-M�e°da•FINISH <br />III —I <br />—_—°�I- <br />(I=III <br />GRADE <br />co <br />I I I II II I FI I I <br />STD. 90'HOOK <br />O/C FOR THE 1ST Z'-0" OF <br />BLOCKING & MIN. 4" EMBEDMENT <br />• <br />d = I=1- <br />_ _ <br />=I <br />-I <br />'A <br />I T <br />.. <br />END WALL W/ (2)10dx3" @ EA. <br />_ I — ° <br />III= <br />— — <br />(( I <br />d =I o z_ <br />i I I <br />(3) # 5 REBAR ON 3" CHAIR <br />W/3"MIN. CLEARANCE 4° 1.8 <br />(SEE DETAIL) <br />END INTO 2"x4"BLOCKING <br />IN KO BLOCK <br />I I= I= _ —� _— -- <br />I-1 I f III —III I�f i I <br />—_— - <br />1 I f I <br />-I =I 9 <br />I I( I I <br />-- <br />_ <br />r <br />—I <br />' ICI —III 111 I r (3) #5 CONT. ON 3" <br />I -I I a °' d <br />' d —I <br />TYP 2-STORY WALL SECTION(7� <br />SEE DETAIL <br />8 �i8 <br />CHAIR W/ 3' MIN. <br />8 <br />— I __ <br />' I <br />_ <br />MORE INFORMATION <br />CLEARANCE <br />(3) # 5 REBAR ON 3" CHAIR 4" <br />REV. 03.16.21 SCALE: <br />3/4"=1'-0" S6 <br />WIT' MIN. CLEARANCE <br />2ND FLOOR FRAME CONNECTION R <br />INTERIOR 2-STORY FRAME SECTION S <br />ALTERNATE FOOTING <br />V <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=1'-0" S6 <br />SEE TYP, 2-STORY WALL SECTION FOR <br />SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />ADDITIONAL SLAB INFORMATION. <br />@WOOD 1ST FLR. SEE J/S6 FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=1'-O' <br />S6 <br />FOR ADDITIONAL INFORMATION. <br />en <br />hd <br />dV <br />00CL <br />— <br />es <br />v <br />_ ­ <br />M <br />O <br />CV <br />00 <br />O <br />M <br />O <br />�ega��ga�taaaer�a, <br />N <br />-7 7�c <br />)° ST6 <br />D `- <br />„"�•.,°°, <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />n Q .� <br />N 00 C) M <br />N O C' <br />,� <br />C <br />00 #LLLL <br />M Ov li <br />LU <br />o_ <br />Q <br />l <br />u <br />_ <br />mLLti a z <br />J LL <br />0 o <br />rn O <br />� Z <br />L V O <br />o <br />=_ gyp/ <br />♦] M <br />� (m U, CIL ) <br />W <br />c°nnOjO' J <br />Z <br />O K O w <br />IN C0 Z U F <br />U <br />u <br />$ <br />O ❑❑❑ <br />W <br />M <br />N M <br />o g <br />co W <br />Z � N <br />z � � <br />Q $ <br />t/'1 <br />z <br />CD o <br />4_j <br />O <br />W o <br />CJ � <br />LU <br />m•. <br />IMzls' <br />= E <br />I <br />ci o 0 <br />c M T, <br />¢ �° o <br />e <br />o <br />w <br />M <br />M <br />� � <br />z <br />4 <br />U_ <br />CE <br />n p <br />o <br />oo<� <br />>� <br />z© <br />I- M <br />00 <br />o E <br />CIO <br />&¢ <br />ao <br />o< <br />XZ <br />wo <br />C <br />¢o <br />a <br />0 U <br />m0 <br />0, <br />Z <br />m � <br />"m <br />¢� <br />F <br />�w <br />zz <br />CIO <br />o� <br />oLL <br />z <br />g0 <br />aZ <br />W <br />> <br /><co <br />�� <br />O <br />J Z <br />¢ < <br />= 0 <br />0 <br />> O <br />IIIIIIIIIII� <br />v <br />ZR 0. <br />a <br />0 <br />C O <br />i <br />` <br />J <br />LO <br />ar <br />rn <br />m <br />co <br />O <br />G <br />J <br />C) <br />0 <br />Y <br />U <br />4- <br />fr ^�^ <br />V J <br />m <br />m <br />Ln <br />U) <br />o <br />M <br />O <br />Liz) <br />L <br />L O <br />CD N <br />04 <br />Q <br />M <br />r <br />hi <br />E <br />E <br />CM j <br />o <br />z <br />z <br />E O <br />r <br />U J <br />Q <br />J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />T r I <br />