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1 <br />3 <br />Cr <br />0 <br />.o <br />Q <br />r- <br />0 <br />rh <br />cV <br />I <br />cV <br />h7 <br />cV <br />J <br />rn <br />CD <br />O <br />1 <br />LO <br />UD <br />UD <br />i <br />v <br />N <br />0 <br />0 <br />r'n <br />CV <br />I <br />CV <br />N <br />0 <br />J <br />0 <br />LO <br />irO <br />cD <br />O <br />I <br />cV <br />ri <br />r <br />v <br />cn- <br />.0 <br />c <br />3 <br />1v-- <br />Q <br />N <br />0 <br />y <br />E <br />0 <br />s <br />v <br />c <br />C <br />J <br />co <br />a� <br />r7 <br />O <br />U <br />v <br />c <br />0 <br />UI <br />rn <br />U <br />.o <br />0 <br />i <br />Cl- <br />0 <br />0 <br />N <br />LZ <br />N <br />0 <br />v <br />0 <br />a <br />N <br />N <br />N <br />co <br />a; <br />v <br />0 <br />Q <br />m <br />ti <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" 0/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/ 1Od <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 Wl8d <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 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />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 />FOR UNDERLAYMENT(� <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 wl 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 />J <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />� <br />FOR MORE INFO <br />ow <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 <br />w <br />LAYER 1/8"THICK. <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />JBARRIER <br />ARCHITECTURAL <br />19 FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />U 4"x4" INSPECTION PORT AT <br />Cr a EACH FILL CELL TYPICAL <br />rn <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR <br />BASEBOARD U') TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />1 <br />C <br />N -- 'd a t/FINISH GRADE o0 <br />♦. \ A. <br />M <br />6x6 W1.4xW1.4 - a • <br />WWF OR FIBERME/78 <br />SH - d <br />_I-- <br />♦. <br />`-STD.90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-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) 10d 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 />*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)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 />TEND SHEATHING TO <br />)F BEAM OR GIRDER <br />tTE W/ <br />O.C. <br />)OR TRUSS/JOIST <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 />"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" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°p <br />SEE FRAMING WEEP SCREED <br />PLAN e INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48' SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I I <br />O/C FOR THE 1ST 2-0" OF I I 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 CONNECTIONrR <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)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUST <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 />Lu <br />WEEP SCREEDLd <br />INSTALLED PER. MANUF. o <br />O <br />SIMPSON HETA20 w/ (8)1Odx1 1/2" I y <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'4' ��S6 <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 wl (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 />r _—.-♦d- — __ ._—_ <br />—_ —_♦. — <br />♦. <br />d . <br />♦ <br />1 f-r 'Fj�11I LW 1 Wjj)1 i �-,,::r(3)#5CONT.ON3" <br />8" 1'-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" <br />ADDITIONAL SLAB INFORMATION. <br />15/32"OSB �I <br />EXPOSURE 1 x I) <br />SHEATHING <br />x F <br />PROVIDE II II <br />BLOCKING AS <br />REQUIRED PER II D II <br />i SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET C II II <br />i <br />II 'III <br />JIl = u___ <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T •- 1 <br />1 <br />F <br />II I' <br />EXPO <br />EXPOSURE <br />U � <br />SHEATHING Lu <br />IIII (� I <br />SOLID 2x <br />III <br />C <br />III II II �) I <br />BLOCKING C ALL <br />C <br />SHEATHING 0 <br />y <br />EDGES(SEE <br />III <br />OPENING <br />SECTION X-X <br />Lu <br />III <br />C <br />III x <br />II II <br />�w <br />II <br />III x <br />E <br />F <br />2x STUDS W <br />III <br />II i II II II <br />BEYOND. U) <br />SEE PLAN O <br />III <br />I I I II III <br />( II II I I <br />0 <br />ii <br />Ll — lU <br />L 11 11 —II <br />y <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 Ye". <br />y <br />? <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />U_ = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. <br />O w <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />U) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J Lu <br />uOj LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />O O Cn <br />^/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />>- F <br />W � <br />LL o <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />w' <br />— i" w O <br />MEMBER IF GABLE END <br />N LL <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 <br />2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />c 3!4" S 1/2„ <br />S 112" <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 wl (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 />vFanrai ai rrxinxi <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 />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 <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)1 Od x 1 1/2" EACH SIDE <br />0 FR/oR <br />N� <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 />i <br />E---'--.—a-- d ° <br />s •' <br />r -III—III—I I —I I ` .4 \ ° ° A ' <br />M <br />III —III —III II <br />° a <br />1IIIIIIIIIIIIIIII a <br />11 =1711 d— _�� <br />(3) # 5 REBAR ON 3" CHAIR I 4" I V -8I I—) <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />I 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 />(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 />FINISH GRADE <br />— 00 <br />1 11 ' ;f Im I <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />N <br />a <br />N <br />cl%[ o_ <br />N <br />a <br />cj a" c•� <br />c., <br />— m >< <br />cu-a <br />cc o <br />y 'O C4 L <br />y y c <br />Q r CV � <br />m <br />E s o <br />y o a[ <br />c o <br />r, <br />y a <br />� o <br />d U <br />�t: R i IP P idj"p: <br />` CV <br />y, <br />r <br />0.1 <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 />Engineers signature and seal. <br />N <br />W v E <br />0 <br />a <br />0 <br />aC'0 <br />Q 4_-) N N <br />� � <br />_ 6 M 0 z5s # LL <br />.4C LL <br />-, 5 W <br />� L� SS � a <br />Ne <br />Z m c °' a <br />- Co <br />0 <br />O: 5 'ib N (O 0 0 <br />W <br />in2rnrn m <br />Z CO 0 <br />ur N Z <br />I� N <br />Oo <br />W ❑ ❑ <br />0 <br />z W <br />z g <br />Q <br />o_ N <br />N <br />N z <br />0% o <br />LL <br />4 <br />C6 w <br />U <br />0 w o <br />�V) , C7 <br />U <br />LU J <br />F— <br />i <br />U 9i <br />Of <br />N <br />0 <br />44M <br />ra <br />MC13 <br />i <br />z <br />J <br />U_ <br />E <br />go <br />; ryz <br />n <br />E: <br />sF <br />z® <br />t(,3 <br />xo <br />�O <br />�U <br />¢ <br />Z <br />of <br />ao <br /><=wz <br />O <br />N � <br />Qo <br />�� <br />w� <br />r <br />z <br />0aoz <br />U <br />mo <br />z <br />z�c <br />-y <br />"m'<w <br />J <br /><� <br />�Z <br />no <br />a� <br />oa <br />w� <br />�w <br />W <br />v <br />�= <br />CD <br />oo <br />= <br />>° <br />o <br />cfl <br />wa <br />a <br />OUP <br />R <br />za <br />c O <br />0 <br />> (0 <br />T <br />m <br />CD <br />CV <br />CV <br />CO <br />� <br />c� <br />LO <br />iM <br />N <br />N <br />T <br />Cr <br />N <br />60 <br />v ! m <br />N <br />U-) <br />04 <br />CD <br />C)N <br />r <br />M <br />E <br />N <br />z0 <br />Z <br />, <br />E T— <br />c <br />E <br />U 16 <br />a <br />J Q o <br />JOB <br />NO: 22-06559-06554 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />