Laserfiche WebLink
v+ <br />3 <br />00 <br />0 <br />rn <br />LO <br />LO <br />O <br />Cr <br />CD <br />0 <br />LO <br />LO <br />0 <br />I <br />M <br />i <br />LO <br />M <br />92 <br />C <br />CCr <br />0 <br />0 <br />co <br />J <br />CAD <br />0 <br />I <br />M <br />LO <br />0 <br />cn <br />0 <br />Q <br />rn <br />c <br />3 <br />tz <br />N <br />0 <br />o. <br />E <br />O <br />c <br />c <br />J <br />a <br />0 <br />0 <br />0 <br />a� <br />L� <br />N <br />0 <br />a5 <br />0 <br />0 <br />a <br />N <br />0 <br />0 <br />f= <br />c-D <br />z <br />S <br />IE <br />0 <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 />INSULATIO <br />BAFFLE <br />INSULATION P <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 />112" 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 CONCEALS <br />SPACE INTO APPROX. EQUAL 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" 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" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />dr d <br />.a . 'd e <br />'d <br />1 1 —III—� I I —III III d a <br />li I I —I I I I=I I I a <br />6x6 W1.4xW1.4 I j _= a a <br />WWF OR FIBERMESH I�jI I III II it i II II <br />-� 1 IjL—III—III— _ I (I_ ° v° a <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 />lALUMINUM 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 />,rJ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />Uj <br />ow <br />o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />o� APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />-1� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />JI`W LAYER 1/8" THICK, <br />Lw <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 />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 />C7 <br />zz <br />v 4"x4" INSPECTION PORT AT <br />Cr <br />0- EACH FILL CELL TYPICAL <br />w <br />a AT GARAGE CONTRACTOR <br />LOTO <br />CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />-1NISH GRADE00 <br />\--STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR I I "'�II I r= <br />(SEE DETAIL) <br />W/Y MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />7E W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1"" ^ <br />2"x BOT. PLAT[ <br />(2)10d@6"0.( <br />PRE-ENGINEE <br />FLOOR TRUScl <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 />F <br />WEEP SCREED 2 <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8)10dxl 1/2" I C' <br />NAILS AT EA. TRUSS w/ MIN, 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB <br />EXPOSURE <br />[jx <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />f <br />o SECTION X-X IF <br />W NOT FULL <br />r HEIGHT SHEET <br />C <br />U) <br />z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND 1 <br />15/32" OSB <br />EXPOSUREI <br />F <br />[T <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES(SEE U) <br />OPENING <br />SECTION X-X <br />LU <br />a- L) <br />C <br />x <br />2w <br />_ <br />x <br />Euj <br />F <br />2x STUDS w <br />BEYOND. C) <br />SEE PLAN o <br />a) <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM Iert,r I r1 1—{/ATI/161 niennnntr <br />2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION B <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4 -1-0„ S6 3/8 SPACING 3/8 <br />FOR ADDITIONAL INFORMATION. <br />S 3/4"1/2" S 1/2" <br />7� <br />S 112" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 />*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 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 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 />SPACER <br />BLOCKS <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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'IT" 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 />SEE FRAMING WEEP SCREED <br />o z r- <br />-� Z <br />PLAN • INSTALLED PER MANUF. <br />r <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w! (8) 10dx1 1/2" <br />O/C FOR THE 1 ST 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"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY I\ <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />TRL <br />B.U.C. <br />(8)1Od NAILS TO <br />STUD PER STRAP <br />LOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <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) 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 />- A <br />d . A � <' <br />eo <br />M I III <br />1171J I ICI I I��I ICI I . (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl7/16" <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 />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 />FkTF� <br />AFNi,1R�OR <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 />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN %". <br />z <br />0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL <br />u. _ <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />Q NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL, <br />Cn <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />Lu LL O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />} ¢ 1- 0 0) <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, <br />a ix1-Oou) <br />ai F 'o LL <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />? N "1 00 LL F- <br />MEMBER IF GABLE END <br />LL <br />NOTE: <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 />WALL SHEATHING INSTALL. <br />C . <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 />�k , <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 />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 />`* WWF OR FIBERMESH <br />.E4.dE <br />nd . d <br />CV kd . _' <br />M .11—III-111-1 <br />-III—III—II II a <br />d <br />Iillll IIIIIIIII q a° <br />I1I,IIII°=—°=1� <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />IN <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 />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" 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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />400 <br />FINISH GRADE <br />00 <br />4 � T <br />1 <br />N <br />cz7 <br />p <br />CD 0 <br />CD-0 <br />Q <br />' W <br />CJ CL v- o <br />cc V Cti <br />-= CO X <br />Ca <br />CV � <br />«� CN Cc <br />`=L <br />s ao <br />o*- c <br />c <br />[� u . <S <br />3 3 <br />C3 CJ <br />�e <br />c E <br />� o <br />m <br />0 <br />N <br />C14 <br />O <br />7. <br />/V.1��i..� <br />; - <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Flodda Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />'tE <br />0 0 <br />M U <br />_ <br />V <br />0 <br />O 0 <br />w N <br />o = <br />co <br />N <br />N <br />rn r 0 <br />(� <br />Q <br />1IL33 <br />ajMV � LL <br />C J LL w <br />2LLLL d <br />w <br />n <br />�_ <br />t m <br />Y_ � <br />1 <br />C,4 _ 0 <br />Wing°'rn <br />m <br />w <br />ILZ <br />LO � Z a J <br />N O U U 0 <br />Z <br />W <br />z N M <br />o g <br />z <br />z o <br />� N <br />fn <br />N <br />z <br />.o <br />�Q1 <br />LL <br />Q <br />W <br />0 <br />N <br />N <br />� <br />LU o <br />c w <br />va <br />U <br />W J <br />z <br />U ) <br />N 'M <br />x <br />M <br />¢ <br />w <br />Z <br />J <br />y <br />U_ <br />Z O <br />} N <br />Z o <br />? p <br />E V <br />s� <br />u,z <br />z ® <br />oa <br />H f0 <br />o <br />a E <br />-� <br />�a <br />00 <br />g� <br />?M <br />N '� <br />¢ o <br />as <br />u <br />�� <br />coc <br />� � <br />¢ <br />0, <br />Fo <br />ICU <br />.0 <br />2< <br />ga <br />cn <br />a <br />w <br />Mdo <br />m <br />`� <br />�a <br />O <br />'0 <br />M <br />w <br />tl F <br /><Y <br />OI- <br />0 3 <br />C O <br />0 <br />Z, <br />> (0 <br />' n <br />L / <br />LO <br />rn <br />10-1 <br />m <br />a. <br />~ <br />0 <br />O <br />0 <br />.•-+ <br />m <br />m <br />` <br />LO <br />U) <br />T <br />Q <br />0 <br />U) cM <br />0 <br />O <br />0 <br />N <br />0 <br />O <br />r- <br />cD <br />L0 <br />Q <br />M <br />r <br />M <br />m <br />v; <br />Z <br />z <br />EO <br />w <br />ca <br />a <br />ci ° <br />¢ o <br />JOB <br />NO : <br />23-04656 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />-.-- I I I_ G,I I ]I. 7T I3.—]d -1 <br />