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2 <br />rr <br />W <br />I <br />N <br />i <br />m <br />N <br />cnU_ <br />39 <br />LO <br />M <br />0 <br />0 <br />a <br />0 <br />E <br />E <br />0 <br />tv <br />i <br />Li <br />0 <br />U <br />a <br />U <br />I <br />.o <br />i <br />U <br />a=. <br />z <br />N <br />I <br />i <br />i <br />0 <br />-U <br />J <br />f <br />CN <br />NO <br />0 <br />0 <br />a <br />N <br />N <br />N <br />0 <br />0 <br />Q <br />d <br />o' <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 />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 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL.o <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />a:a <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 J <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />.� MUNICIPALITY <br />M111=11 <br />I 1=I I I= 11=1 I I rn <br />e° e. <br />6x6 W 1 AxW 1.4 L I= I TWWF OR FIBERME <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 />FOR MORE INFO <br />LU <br />LU <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 3/8" THICK EACH. 3RD J <br />w LAYER 1/8" THICK. <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />METAL 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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />- U 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />°- 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 />GRADE 00 <br />-I I I r l l rJ-1L-1 1 <br />' �I ,,,;,,III —III— STD.90'HOOK <br />1� <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=1'-O" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO <br />ST- - '-- <br />2nd FL00 <br />BEAM/GIR <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)1 Od 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 />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)1 Od 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 />TEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />D.C. <br />)OR TRUSS/JOIST <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 "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 />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS ' <br />°P <br />_ <br />SEE FRAMING WEEP SCREED <br />o cz_C <br />PLAN ' . ' • INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w! (8)1 Odxl 1/2" <br />0/C FOR THE 1ST 2'-0" OF I 1 NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLAT[ <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 SCREEDu. <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8)10dx1 1/2" I C' <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />15 <br />EXPOSOSURERE1 <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET <br />C I) <br />Cn <br />z_ <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />EXPOSURE <br />F- <br />F <br />SHEATHING <br />w <br />SOLID 2x <br />M <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING <br />0 <br />OPENING <br />EDGES (SEE <br />II <br />SECTION X-X <br />aU <br />C <br />X <br />E w <br />x <br />E <br />2x STUDS <br />w <br />II <br />II <br />BEYOND. <br />M <br />SEE PLAN <br />II� <br />II� <br />Cn <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 IeInr I rl r11aT1nL1 nlennnse <br />FLOOR CONNECTION B <br />NA <br />MASONRY 1ST FLR. SEE J/S6 „ S6 3/8"SPACIN, <br />@ SCALE: 3/4 -1-0 <br />FOR ADDITIONAL INFORMATION. 3/4° <br />S <br />SINGLE NAIL EDGE SPACING <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 2 1/4" 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)1 Od 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" "6,) <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />°. d°. <br />Wj�.a <br />e•.d <br />III I_I III II (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION KS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />1 /2" <br />'2" <br />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 />r'!'kl <br />sFF ��� <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />Ow <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANY". <br />F <br />Z <br />_ <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL i <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O < <br />w <br />Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />((nn <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />J <br />LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J > ¢ O <br />�r00"n <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />F <br />z 0 U')LL � <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 O <br />MEMBER IF GABLE END <br />LL 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" 0/C FOR <br />i� <br />;4 <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 <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)10d x 1 1/2" EACH SIDE <br />oo N�FR/0 <br />NQ <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 />2x BLOCKING HORIZONT <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 />`r WWF OR FIBERMESH <br />'IF .. " a 'ez <br />: 'd 'a '• e <br />14.. <br />A <br />M-II1_II1_1IIIII_II��II-1 <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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 />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <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 />(3) <br />(3) <br />1 (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" O/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— W <br />rIIIT— 1 0l <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />�0 <br />4> O <br />0 C) <br />CV <br />o•..(-� <br />N <br />cV <br />}✓� <br />� <br />�� <br />c. <br />a <f. <br />_ j 0 O <br />0 +�+ <br />_ 2 LLJ <br />_I <br />t 7 ellA <br />• w•°• <br />N <br />'rg <br />NNI <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W U) <br />W v E 8n <br />QO (n <br />4��pp <br />N cf ' J LL <br />0 wa <br />W NNo� u; o. 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