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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 />12 <br />Z7 <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 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL <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" 0/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 />J <br />~ PLYWOOD SHEATHING <br />T NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o s 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 />U-w <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />00% , S6 S6 <br />ETAL SEAT <br />OR FELT <br />�J PAPER FOR <br />- V MOISTURE <br />JBARRIER <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <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 />BAND JOIST <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)1Od 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 1 ST 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 />)F BEAM OR GIRDER <br />,TE 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 TRUSI< <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 />A FLOOR CONNECTION g <br />S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <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'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN-------"� r <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <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 />W <br />N <br />15/32' OSB �I <br />EXPOSURE 1 x II SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />SECTION X-X IF <br />11 11 <br />i NOT FULL <br />! HEIGHT SHEET <br />CI II <br />II II <br />--JI <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />7- T � II <br />15/32"SS <br />EXPO UR <br />XPOSEI <br />W <br />F <br />SHEATHING <br />111 <br />[11 11 II II <br />X <br />SOLID 2x y <br />ALL <br />IIIC <br />III II C 11 II <br />SHEA'THIN � O <br />EDGES(SEE Cn <br />III <br />OPENING <br />E TI N X-X <br />III <br />III x <br />II II <br />xw <br />II <br />III x <br />E <br />_ <br />2x STUDS W <br />III <br />I <br />III II II I�11 <br />BEYOND. y <br />SEE PLAN <br />III <br />111 11 IN <br />I 11 II I <br />o <br />II <br />_II <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 />3/8" "S" = NAIL 3/8" <br />SPACING <br />314" S <br />7,[, S_J,r, 1l2" <br />Z-11 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EI <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 />vaarfre <br />SECTION X-X <br />S�cF GpO� <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 />SPACING <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 Yo" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />W <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ye", <br />z <br />(Z) 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 />u. <br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Sd COMMON NAIL. <br />o <br />QD NAIL INTERIOR AT 6" O.C. w/ Sd COMMON NAIL. <br />U) <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />O <br />w/ 8d COMMON NAIL <br />W ,? l- o <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />I: O m <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />�I-OOm <br />t; O W m LLix <br />,2LLO <br />OG (2) 8d NAILS @ 3. O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W 0 <br />MEMBER IF GABLE END <br />-W " <br />NOTE: <br />K'�C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />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 <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 />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 />LW <br />m <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 />FOUNDATION PLAN & NOTES) <br />M w <br />4"x4" INSPECTION PORT AT <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />2x BLOCKING HORIZONT <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />cc a <br />EACH FILL CELL TYPICAL <br />SECTION AL I FOR <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />@ INTERVALS NOT <br />1x WD FURRING @ 24 O.C. <br />" <br />LU <br />a <br />i <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING -SEE <br />1/2" GYP. W.B. MIN. @ <br />EXCEEDING 10 -0 (R302.11) <br />'J „ <br />2X STUDS @ 16" O/C <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />GARAGE SIDE IF APPLICABLE <br />5/8' DIA. x 10' BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />MIN. 2500 PSI CONC. SLAB <br />, <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />2x BLOCKING HORIZONTALLY <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <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 />C� INTERVALS NOT <br />5/8"DIA, x 10" "J" BOLT W/ 8" <br />SHEAR 3500#. MIN. TYPICAL <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />MUNICIPALITY <br />T <br />4"to 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />TENSION 2600#.) <br />SIMPSON SP1 w/ (10)1Od <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 w/ (10)10d NAILS <br />c <br />° <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2500 PSI RETE <br />AT EA. STUD <br />iv <br />•� <br />`4 ' ° a FINISH GRADE oo <br />,a <br />FLOOR TRUSS SEE FRAMING PLAN <br />2 x STUDS 16 O.C. <br />qQ <br />TYPICAL TENSION 2600#. ) <br />_ <br />SLAB W/ 6x6 W1.4xW1.41N. <br />2X P.T. PLATE <br />M <br />\ <br />FLOOR TRUSS <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 />— 'P <br />SEE FRAMING <br />WEEP SCREED <br />_ <br />° • .. <br />6x6 W1 AxW1.4 <br />a : • a • <br />c z T <br />CD <br />PLAN ` . <br />INSTALLED PER MANUF. <br />, • <br />.- .- _ � _ _ _ _ _ <br />— <br />•�00 <br />- <br />WWF OR <br />FIBERMESH <br />• — <br />z <br />' <br />• :r <br />GRADE <br />,� <br />2 x4 CROSS BRACE @ 48 <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />°P in <br />�'' <br />-= =I=I I ° •FINISH <br />' ' •' <br />F„NAILS <br />O/C FOR THE 1ST 2-0 <br />@ 24" O.C. INTO TRUSS <br />I <br />1§4 <br />== I <br />a <br />I (�� <br />STD. <br />90°HOOK <br />�OF <br />END WALL W/ (2)10dx3 @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />° <br />-III-II—I <br />. •..•„ <br />Q z <br />-W/3" <br />(3) # 5 REBAR ON 3 CHAIR <br />4" <br />(SEE <br />1'-8" <br />DETAIL) <br />END INTO 2 x4 BLOCKING <br />IN KO BLOCK <br />III —III 11 <br />—1''- <br />I I I� <br />MIN. CLEARANCE <br />^ (3) #5 CONT. ON 3"III-) <br />II <br />•TYP <br />2-STORY WALL SECTION <br />SEE DETAIL2/D2 FOR <br />e�� CHAIRW/3"MIN. <br />o <br />MORE INFORMATION <br />CLEARANCE <br />AIR 4" <br />REV. 03.16.21 <br />SCALE: 3/4"=1'-0" <br />S'6 <br />WOMIN. 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 />WOOD 1ST FLR. SEE J/S6 FOR <br />SCALE: 3/4"=1'-0" <br />��6� <br />SEE TYP. 2-STORY WALL SECTION <br />ADDITIONAL SLAB INFORMATION. <br />ADDITIONAL INFORMATION. <br />FOR ADDITIONAL INFORMATION. <br />e+� <br />CV <br />O <br />•e N <br />m •s3 <br />0 <br />o <br />ct d P <br />c to wN <br />m ;.; ; C U- <br />M o <br />CV .= <br />3 o.d <br />"' <br />eo y m .a <br />co <br />c E <br />Ci. 0 . <br />CD <br />• <br />v ••�� Y6 ••• <br />U \v Q. <br />_ <br />F L <br />.0" <br />1011 ` <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specificallons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Resldential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />, R Co <br />(0 <br />0 C9 3? R <br />0Z J— a <br />m t <br />ILW°'°) <br />Z � ch d <br />N J <br />a U W0 <br />O <br />= <br />W pp <br />(D <br />M <br />z N <br />z � <br />a <br />z <br />4 <br />C1 <br />(z LU g <br />0 LL, 8 <br />�y N <br />w <br />= 8 <br />z <br />§ <br />ti <br />M <br />E <br />O� <br />Z• <br />Q <br />E <br />~ <br />i <br />�"� <br />o� <br />O a <br />w� <br />Z <br />S m <br />�� <br />�I <br />8 <br />rrJ <br />CCU <br />C <br />O <br />zZ <br />z <br />J <br />N <br />�b <br />'I2 <br />�Z <br />a 3 <br />0� <br />�8 <br />W <br />. <br />aLL <br />_6 <br />O <br />N ZI <br />�� <br />IIIIIIII� <br />'tea' <br />01 <br />8 3 <br />O <br />o r <br />d' <br />2 <br />CD <br />ME <br />U'M <br />N <br />csD <br />E <br />00 <br />r <br />C C <br />O <br />' <br />O <br />� <br />C m to <br />LL <br />C:) <br />O <br />oa <br />E <br />r'-'- <br />0 QD O <br />♦--� M N <br />C" <br />O <br />pOj <br />r <br />0) 00N <br />2 M r <br />E <br />CO S <br />Z <br />co <br />0- <br />a; <br />U � ¢ O <br />3 <br />JOB <br />NO: 22-12568-12561 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />