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3 <br />W <br />I <br />a <br />0 <br />J <br />N <br />0 <br />Cli <br />0 <br />LO <br />0 <br />r� <br />Q <br />N <br />N <br />d <br />E <br />0 <br />x <br />c <br />a <br />8. <br />t- <br />004 <br />0 <br />d <br />N <br />N <br />Uj <br />0 <br />m <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 />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 OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN = 0 <br />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 & V 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 />BLK. 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 - [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 />~ <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />as <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD <br />JL ►- <br />LAYER 1/8"THICK. <br />L=w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />- <br />OR FELT <br />PAPER FOR <br />- <br />MOISTURE <br />. � <br />BARRIER <br />FINISH <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)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 />02) 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 />@ 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 />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 />'?" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />1© <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />Ej-v <br />4"x4" INSPECTION PORT AT <br />a <br />EACH FILL CELL TYPICAL <br />lx WD FURRING @ 24" O.C. <br />a rn <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />BASEBOARD <br />N <br />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 />MUNICIPALITY <br />410 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />.0 ..d. e... <br />.v <br />FINISH GRADE 00 <br />.a <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />— — — ' ' <br />6x6 W1.4xW1.4 _ . .,b A. <br />• ° <br />— °O <br />c T <br />PLAN SEE FRAMING ; <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />WWF OR FIBERMESH <br />• <br />_ ' <br />-rj ` <br />• — -� <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />'r— �— <br />0/C FOR THE 1ST 2'-0" OF <br />1 NAILS @ 24" O.C. INTO TRUSS <br />I BE <br />-* <br />I I STD. 90'HOOK <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3"CHAIR <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />(SEE <br />DETAIL) <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />TYP 2—STORY WALL SECTION <br />J <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />REV.03.16.21 <br />SCALE:3l4"=l'-O" <br />S6 <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 314"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' ^ <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <br />TTACHED WALL SHEATHING <br />ONTINUOUS TO BOTTOM RIBBON <br />I/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />(4 RIBBONS, EACH W/ 4-16d <br />AILS INTO EA. FLOOR TRUSS <br />/EEP SCREED <br />(STALLED PER. MANUF. <br />IMPSON HETA20 w/ (8)10dx1 1/2" <br />AILS AT EA. TRUSS w/ MIN. 4" <br />MBEDMENT IN KO BLOCK <br />1-3 <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE:1 1/2"=1'-0" "6") <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)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 W1.4 WWF OR FIBERMESH <br />— — <br />— T <br />kA <br />�A <br />i 1 I (3) #5 CONT. ON 3" <br />8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION ( S <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 />EXPOSURE <br />SH1—x II <br />EATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />p SECTION X-X IF <br />II II <br />2 <br />U NOT FULL <br />C <br />HEIGHT SHEET- <br />0 <br />Z <br />II <br />III <br />JI <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />F T _T II <br />EXP EXPOSUURR E 1 <br />F <br />F.. <br />SHEATHING w <br />II II II <br />2 <br />SOLID 2x <br />III <br />III II II II I <br />BLOCKING @ ALL <br />C <br />SHEATHING W <br />EDGES(SEE <br />III <br />OPENING <br />SECTION X-X <br />III <br />III FFX <br />II II <br />tEW <br />II <br />I� x <br />E <br />_ <br />2x STUDS W <br />III <br />I <br />III II II II <br />BEYOND. <br />I II III <br />SEE PLAN o <br />III <br />I I <br />II II I I <br />0 <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 IA/AI 1 rl r1/ATt^kl MlA/%nA\A <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/a" S 1/2" <br />e =— <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />4 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 />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 />�pFNFR��R <br />N� <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 />W <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN)y". <br />u) <br />? <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />u- _ <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD <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 />p <br />w/ 8d COMMON NAIL <br />uj <br />W W O <br />@ <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />q O00 co <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 W m u''. � <br />@(2) <br />8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />- N w O O ~ <br />MEMBER IF GABLE END <br />c W " <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• Sd 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"xl0" 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 HORIZONTAtLV----\ <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 />.0 .. 77 . • 4 ; •d .. : .• <br />r •' <br />A J, <br />N <br />M -III—III—I I I_I I ` �AA. <br />III —III —III I I A :• :. <br />IIII_IIIIII111 '. .: <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <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'-9' <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 />e— <br />IIII,I 4� <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />�V ai <br />0 <br />o <br />.-% = LA.. a <br />1Z <br />+.i a M G a_ <br />a>' <br />o E w c <br />3 $ <br />=.did <br />3 �•� A <br />c � <br />(i U <br />lit,i <br />�? r�-•. S E��� <br />.: • < <� <br />rU ' <br />< 1 �' Cep Cd <br />w <br />z <br />F LO •,•� <br />� F o <br />• <br />X' t v i 5� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W 'T E <br />F O 0 8 <br />" CO N <br />0 :9 $ m <br />A. 2 4 <br />40 M <br />di v <br />Q C J - W <br />q U_u' G <br />Z —v a 2 <br />t m8 <br />Qi a N O <br />W - Zp 0 - w <br />� <br />IL t o MZ ¢0 LL <br />ZN OU <br />W <br />W ❑❑ <br />M <br />Z N o <br />z 6 <br />z o <br />v <br />J— <br />o_ <br />N <br />zC1 <br />" <br />�4-JLU <br />L <br />U <br />0 w s <br />in c <br />LLJ J <br />as <br />U CS <br />0 <br />a <br />w <br />1! <br />_ <br />_ <br />z <br />< <br />U_ <br />Z O <br />N <br />a 0 <br />E= U <br />o° <br />z® <br />H N <br />o E <br />0 <br />as <br />00 <br />O� <br />Z <br />f6 <br />L <br />z <br /><o <br />xZ <br />1z <br />m <br />f/� C <br /><z <br />< <br />wo <br />m <br />10 Orr <br />m J <br />Nm <br />R. <br />az <br />Z z <br />02� <br />o <br />az <br />Wco <br />o <br />m <br />� <br />�� <br />� z <br />�w <br />=K <br />�- <br />J <br />Z <br />o <br />w� <br />� <br />�o <br />C7 <br />zl <br />a - <br />j 3 <br />0 <br />c 0 <br />> Lo <br />C <br />m <br />m <br />c� <br />N <br />N <br />Ln <br />N <br />r <br />LO <br />>% <br />r <br />U) .2LO <br />N <br />M <br />co <br />0) <br />�\ <br />L / <br />T <br />Q LLO <br />r <br />LN <br />ui <br />co ` <br />j Ln <br />o <br />z <br />N N <br />E d <br />C <br />c <br />a <br />0 a o <br />JOB <br />NO : 23-06124 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />