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rn <br />3 <br />Q <br />M <br />r) <br />LO <br />LO <br />ID <br />0 <br />V) <br />0 <br />O <br />0 <br />N <br />rn <br />0 <br />I <br />N <br />i <br />c+l <br />LO <br />v <br />c� <br />0 <br />0 <br />0 <br />J <br />cV <br />rn <br />0 <br />I <br />N <br />LO <br />LO <br />0 <br />Cr <br />0 <br />C <br />Y <br />C) <br />N <br />i <br />E <br />E <br />0 <br />C <br />J <br />N <br />U <br />O <br />0 <br />U' <br />U <br />0 <br />i <br />a <br />0 <br />v <br />U <br />J <br />N <br />O <br />0 <br />00 <br />16 <br />v <br />0 <br />0 <br />0 <br />00 <br />177 <br />aii <br />0 <br />m <br />v <br />to <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />INSULATION — <br />BAFFLE <br />INSULATION PEf2— <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/ 1 Od <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 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />a,e <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 />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAI <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />d . <br />T <br />° d <br />--III-III-1 I <br />6x6 w1.4xw1.4 <br />-III-III-III-III 21= <br />WWF OR FIBERMESH <br />I i 1—TI—TI-1 L i <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 - [RSHI - 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 />�W FOR MORE INFO <br />uJ <br />718" 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 />� <br />w LAYER 1/8" THICK. <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />rB 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 />BILK. 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 U-1 <br />Q 0 4"x4" INSPECTION PORT AT <br />= a EACH FILL CELL TYPICAL <br />LU U) <br />0- 0- AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />INISH GRADE 00 <br />rSTD. 90'HOOK <br />CHAIR (SEE DETAIL)(3) # 5 REBAR ON 3" <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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) 1Od 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 />1 st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8)1 Old x 1 1/2" <br />NAILS TO STUD & (8) 1Old x 1 1/2" TO BAND JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <br />@ WOOD 1 ST 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 />-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 />"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 />7 TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />O° <br />1 <br />SEE FRAMING WEEP SCREED <br />o z T <br />PLAN • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <br />FLOOR CONNECTION <br />@ MASONRY 1 ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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 />LL <br />INSTALLED PER. MANUF. <br />C <br />SIMPSON HETA20 wl (8) 1Odx1 1/2" <br />`U' <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <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 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 1Od 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 />II. - <br />I I 1:�zj I I� I I I I fI I I f II I I I Il l hl l (3) #5 CONT. ON 3" <br />8" 1'-8" 8" j 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" <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />U NOT FULL <br />F HEIGHT SHEET- <br />U) <br />Z <br />L <br />— <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15132" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />x <br />SOLID 2x o <br />C <br />BLOCKING @ ALL _, <br />C <br />SHEATHING O <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />W <br />d U <br />C <br />x <br />� w <br />Lu <br />2x STUDS LLJ <br />BEYOND. <br />SEE PLAN o <br />O <br />CO <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 1A/AI r r—r rA/A -rl^kI r%I A^r%A AA <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 />'=4fl1#11W4 <br />ST�'�7Vp <br />FFp�go� <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 />O,o NFR� <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 MINIMUMY" <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 />co <br />? <br />0 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 />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 w. <br />Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />=n <br />O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />Lu � 0 X <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />- y Q r O 6 <br />O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q 0�F-00 to <br />0 Co LL <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— N W 0 O <br />MEMBER IF GABLE END <br />c 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 />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 />BEAM <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" <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 />SIZE <br />JACKS <br />I 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 />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />2x BLOCKING HORIZONT <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />@ INTERVALS NOT <br />EXCEEDING 10-0 (R302.11) <br />2X STUDS @ 16" 0/C <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />x 3/16" PLATE WASHER (MIN. <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />SHEAR 3500#. MIN. TYPICAL <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />TENSION 2600#.) <br />SIMPSON SP1 w/ (10) 10d NAILS <br />AT EA. STUD <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />2X P.T. PLATE <br />WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />E <br />'d <br />v' <br />- <br />00 <br />d <br />° ". <br />FINISH GRADE <br />_ <br />Cl) <br />d <br />da <br />d <br />—III_ <br />A <br />I <br />viitmr___TII <br />(3) # 5 REBAR ON 3" CHAIR <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />ry <br />@ WOOD 1ST FLR. SEE J/S6 FOR <br />SCALE: 3/4"=V-0" <br />S6 <br />ADDITIONAL INFORMATION. <br />N <br />cv <br />o <br />C%4 <br />a '•" <br />tv c� <br />> w <br />y <br />N M C i <br />n�i w <br />tr � <br />eo <br />(n Q <br />E <br />ca s <br />f OI <br />`c <br />,o <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural <br />engineering portions of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />0 E <br />v <br />0 <br />N_ <br />N <br />0 <br />N <br />7 <br />U)r--�� <br />Q <br />U M V <br />LL <br />LL <br />LLu_ <br />W <br />LL <br />Z <br />CLL <br />_ <br />—a <br />m c rn <br />L coG <br />W <br />a Y <br />�n <br />Z <br />S' <br />0 <br />WV% <br />Z <br />NZ <br />N� W <br />¢ J <br />K <br />N <br />OU <br />o <br />z <br />W <br />El 0 <br />Cl) <br />Fol <br />Z N <br />o <br />z <br />z � � <br /><c <br />J <br />L-j; <br />r <br />0 <br />U) <br />to <br />M <br />z <br />(D <br />o <br />66 w <br />'n <br />U <br />— g <br />O <br />w o <br />uss <br />U 6 <br />W J <br />•-.. <br />r— — E <br />m, <br />t <br />U ) <br />i-4 <br />m <br />N <br />IM <br />ti <br />o <br />m�, <br />w <br />M <br />Q <br />oN <br />Z <br />U_ <br />Q E <br />oo <br />Zo <br />a0 <br />9 <br />Wz <br />z® <br />oa <br />F— "6 <br />x� <br />�0 <br />01 <br />z <br />CD(O <br />w� <br />a <br />-z <br />ww <br />(V <br />o <br />0 <br />M <br />�4 <br />OU <br />O <br />" <br />� J <br />�m <br /><� <br />aw <br />�m <br />Z <br />N <br />a� <br />o <br />Z <br />a° <br />�w <br />U <br />< <br />~ <br />�~ <br />oz <br />�3 <br />o <br />Qi <br />�0 <br />Mj <br />o <br />cp <br />W <br />'a= <br />o�3 <br />°za <br />T <br />•NLO <br />Z <br />rn <br />m <br />O <br />O <br />co <br />O <br />J <br />r <br />Y <br />T <br />U) m <br />3: <br />m <br />LO <br />}+ <br />T <br />a--+ <br />N <br />CID04 <br />CD <br />C) <br />N <br />M <br />c0 <br />C:)00 <br />LO <br />M <br />� <br />M <br />m <br />= <br />o <br />Z <br />O <br />y <br />a <br />v � <br />Q 16 <br />o <br />JOB <br />NO : <br />22-09412 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />