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rn <br />3 <br />v <br />d <br />N <br />I <br />11 <br />N <br />0 <br />t\ <br />CD <br />22 <br />I <br />0 <br />c� <br />a <br />N <br />1 <br />CO <br />N <br />J <br />C <br />4 <br />0 <br />42 <br />v <br />C <br />Cr <br />i <br />c <br />-L <br />3 <br />a <br />i <br />E <br />2 <br />0 <br />O <br />c <br />C <br />J <br />H <br />LZ <br />0 <br />U <br />.wJ <br />U <br />0 <br />i <br />U <br />.G <br />a <br />l <br />Z <br />y <br />I <br />i <br />v <br />0 <br />J <br />a> <br />EZ <br />N <br />M <br />N <br />M <br />S <br />m <br />S1 <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />12 <br />INSULATION — <br />BAFFLE <br />INSULATION PEft- <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 SHALLow-1 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER\N I <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 UNDERLAYMENTLU <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <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 - (RSHJ - 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 />� <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />� <br />FOR MORE INFO <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />w <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />LAYER 1/8"THICK. <br />I= <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />- <br />MOISTURE <br />JBARRIER <br />SIMPSON LSTA24 STRAP w/ (8) 1Od 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)10d x 1 1/2"lix <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 />TIE W/ <br />O.C. <br />)OR TRUSS/JOIST <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 />A FLOOR CONNECTION B <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)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 />"T" CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />v 4"x4"INSPECTION PORT AT <br />cr a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />rn <br />aw AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />71 <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />C <br />..4. •... <br />• ... 4 <br />.. <br />FINISH GRADE oo <br />FLOOR TRUSS SEE FRAMING PLAN <br />C., <br />FLOOR TRUSS <br />— <br />•: <br />SEE FRAMING <br />WEEP SCREED <br />6x6 W1.4XW1.4 _ _ •.� <br />• a - Q z <br />PLAN .,' <br />INSTALLED PER MANUF. <br />W <br />WWF OR <br />FIBERMESH- <br />.'. <br />• <br />2"x4"CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />�— <br />O/C FOR THE 1 ST 2'-0" OF <br />I I NAILS @ 24 O.C. INTO TRUSS <br />- <br />STD. 90'HOOK <br />END WALL W/ (2)10dx3" @ EA. <br />I I <br />BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR <br />4" V-8" <br />(SEE DETAIL) <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION J <br />SEE FORTION <br />MOREE INFONFORMMAA <br />REV.03.16.21 <br />SCALE:3/4"=1'-0" CJ'6 <br />2ND FLOOR FRAME CONNECTIONrR <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE:1 1/2"=V-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 1V-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d 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 W14 WWF OR FIBERMESH <br />W. <br />.. 40. <br />TA( (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />16r32' OSB <br />EXPOSUREI x <br />SHEATHING <br />x F <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />II 11 <br />_ <br />U NOT FULL <br />0o <br />:� HEIGHT SHEET - <br />Ill II 11 <br />� <br />Z <br />II II <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T_ T II <br />SB <br />16132 UR <br />EXPOSUREI <br />F <br />� <br />SHEATHING W <br />11 <br />I'll II II <br />x <br />SOLID 2x <br />2-il <br />IIIIII <br />II II <br />SHOEAATHINGALL(SEE <br />IOPENINGSECTION <br />- <br />III <br />C <br />III x <br />11IF <br />II II <br />�w <br />II <br />EP IEE71 <br />2x STUDS W <br />III <br />III II II II <br />x <br />SEE PLAN <br />III <br />I 11 II IN <br />II II I I <br />Q <br />m <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />SEE PLAN <br />BLOCKING <br />FLOOR WALL SHEATHING <br />BETWEEN FLOOR <br />SYSTEM WALL ELEVATION DIAGRAM <br />318" "S" - NAIL 3/8" <br />SPACING <br />Z-1 <br />c 3/4" S <br />„7r"1/2.' <br />4S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL El <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 wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />v�anre�crx- <br />SECTION X-X <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 />N0_l R <br />1/2" <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 Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />w <br />PENETRATE SURFACE MORE THAN}f'. <br />? <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />_ <br />LL <br />© <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />0 <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />v=i <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />W/ 8d COMMON NAIL <br />u0i W <br />F <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />O <br />(0 U <br />Z p LLO F' <br />OG <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N lz <br />MEMBER IF GABLE END <br />'—i. LL <br />NOTE: <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)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 HORIZONTAU*---\ <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 3116" 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 />• <br />III-1I1=III II 4 . <br />-111� III 114 °,• • ,� . <br />(3) # 5 REBAR ON 3" CHAIR 4 I III ..14 <br />M <br />S6 <br />• Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 ill <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 />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 />1 (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' 0/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 />00 <br />FINISH GRADE <br />-I I I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. S6 <br />N - O <br />O <br />N <br />c Q <br />O (Co <br />-0 (7, ._ <br />C s <br />___. (L v <br />U) r r Q <br />Q 6 :V <br />il Q) <br />a <br />y - >, <br />0 0 <br />G U <br />�a0w <br />N <br />N <br />0 <br />N <br />O <br />,IIIIIlaBafp� a <br />♦♦� ,� p . L E �V <br />n0vs. <br />•No <br />P 18750 •' f � r <br />�•• STATE OF r ' " <br />.�rf �.•.- ( n P1 7 �`♦ <br />,•• <br />tip[.. ••... <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M N <br />W E �r- <br />o 8 # <br />co, <br />N C, Or LL <br />(0 V d <br />0 2 # LL w <br />W to r- r� J? LL w a <br />0 y04v 0. YX�nn <br />LL u_ . N2 <br />O <br />z n0oz4 <br />�. 0 mO J <br />W <br />a <br />z N C0 Qyo <br />IL <br />Z OU U N <br />W ❑ ❑ ❑ <br />a <br />J <br />N <br />Z M <br />v 8 <br />c� <br />u <br />f6 w <br />in <br />0 L„ <br />U <br />LU <br />A <br />a <br />InU _ • <br />�— <br />o <br />�w <br />Z <br />M <br />o <br />J <br />U <br />E <br />N <br />so <br /><L <br />zQ <br />Q <br />c a 6 <br />U <br />OK <br />mU <br />mo <br />z <br />cQi ry <br />�= <br />S <br />w=y <br />W* <br />r6 <br />� <br />� <br />o <br />r <br />Z, <br />z�� <br />m <br />0$ <br />JO <br />O <br />�I� <br />a � <br />°3 <br />c O <br />0 <br />12 <br />(Q <br />I <br />C <br />m <br />M <br />_ <br />d' <br />r <br />r <br />L <br />N <br />co <br />CO <br />N <br />LO <br />N <br />T <br />�••� <br />00 <br />(1� m <br />N <br />N <br />U) <br />� No <br />O <br />T <br />Q N <br />Lo <br />Cfl <br />r r <br />r <br />E <br />c 1 M <br />Z <br />M <br />cE <br />C a <br />T_ 4- <br />m <br />a <br />c . <br />U � Q <br />JOB <br />NO: 22-01714-01709 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />