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ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />INSULATION — <br />BAFFLE <br />INSULATION PEf�- <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/ 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 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 SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />If <br />FLOOR SYSTEM <br />ER\ <br />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 —� <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.C: <br />V. <br />1 r. <br />= i <br />1II1� <br />�IL?II 11=111r <br />1=11�.11, Il.—Il�ll <br />• • ��~U 11�11�1� <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />�—PRE <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 - IRSHI - 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 />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o = <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 />ZDW <br />—INSULATION <br />PER <br />�V <br />CHART ON FLOOR PLAN <br />B R <br />", <br />S6 S6 <br />LA <br />METAL SEAT <br />OR FELT <br />] <br />PAPER FOR <br />MOISTURE <br />JBARRIER <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />U 4"x4" INSPECTION PORT AT <br />w a. 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 />410 6" BELOW GRADE <br />INISH GRADE I0 <br />—STD.90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=1'-0" <br />T <br />O Z <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)1 Od 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 />1St FLOOR WALL__"_4 <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 />SCALE: N.T.S. <br />@ WOOD 1ST 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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1 <br />2"x BOT. PLATI <br />(2)1 Od @ 6" OX <br />PRE-ENGINEE <br />FLOOR TRUSIE <br />q FLOOR CONNECTION <br />S6 @ MASONRY 1 ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />E <br />S6 <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 />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8)1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />SCALE:3/4"=1'-0" S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=l'-0" "6") <br />15(32" OSB �I <br />EXPOSURE 1x II SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />W <br />o SECTION X-X IF <br />II II <br />_ <br />W NOT FULL <br />o <br />HEIGHT SHEET <br />C II II <br />2 <br />U) <br />II II <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />i BEYOND I <br />II <br />15132" OSB <br />i <br />F <br />W <br />SHEATHING <br />I II II II <br />= <br />SOLID 2x <br />III <br />III II II II I <br />BLOCKING tM ALL <br />C <br />SHEATHING <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X- <br />uU <br />III <br />C <br />III x II II <br />FrW <br />II <br />II F x <br />_ <br />2x STUDS w <br />III <br />III II II II <br />BEYOND. y <br />SEE PLAN <br />III <br />I I II I <br />II I II II I I <br />0 <br />it <br />Ul <br />IL i Jl _II <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 Ys" <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 THANYs". <br />0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL x <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />W LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />r O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />G �o00 <br />LL a <br />20 ~ <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W p <br />MEMBER IF GABLE END <br />c Cn " <br />NOTE: <br />* 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21Q" <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 3/11" <br />SPACING <br />** 3/4• S 1/2"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 wl 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 />veanr�i w rcxiur" <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 />�FNrR��R <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 <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 />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 />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 />(3) <br />3 <br />(2) <br />(3) <br />1 (2) LSTA30 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />SEE SHEATHING <br />2x BLOCKING HORIZONT <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2ND FLOOR FRAMING -SEE <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />@ INTERVALS NOT <br />2X STUDS @ 16" 0/C <br />SECTION J/S6 <br />1/2"GYP. W.B. MIN. @ <br />EXCEEDING 10'-0" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />DECKING <br />ATTACHED WALL SHEATHING <br />2x BLOCKING HORIZONTALLY <br />GARAGE SIDE IF APPLICABLE <br />EMBEDMENT @ 24" O.C. W/ 2"DIA, <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. TYPICAL <br />7/8" OVER METAL LATH, FIRST 2 LAYERS <br />@ 4" 0/C, 2 ROWS STAGGERED <br />EXCEEDING 1 U-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />TENSION 2 00#IN. <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 w/ (10)10d NAILS <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />AT EA. STUD <br />FLOOR TRUSS SEE FRAMING PLAN <br />2 x STUDS 16' O.C. <br />@ <br />TYPICAL TENSION 2600#. ) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1,4 <br />2X P.T. PLATE <br />FLOOR TRUSS <br />SEE FRAMING <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />= <br />c <br />WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />WEEP SCREED <br />• <br />PLAN '' <br />INSTALLED PER MANUF. <br />°. <br />E <br />— — .j- =.= ° •' . �'•'a <br />' <br />d • ' <br />. r <br />a <br />.00 <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />.. •. <br />d <br />• . t• •' = <br />dr <br />r <br />M <br />_III —III —III —I I \ • . <br />FINISH GRADE <br />0/C FOR THE 1ST 2'-0" OF <br />i I NAILS @ 24" O.C. INTO TRUSS <br />I I <br />• . • .. ' ; .. <br />d. ,° <br />_ a <br />-III—III=III I I , <br />° 00 <br />I ( _ — <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />_ ; ° .� <br />• . <br />I III <br />I I I <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCKEll(I <br />II <br />;. . <br />I <br />— <br />(3) #5 CONT. ON 3" <br />—1 1 I I III d <br />_� <br />SEE DETAIL 2/D2 FOR <br />8 1-8 <br />I <br />CHAIR W/ 3' MIN. <br />8" <br />I <br />III I <br />I —II <br />MORE INFORMATION <br />CLEARANCE <br />•. 1 -_$ <br />(3) # 5 REBAR ON 3"CHAIR 4" <br />W/3"MIN. CLEARANCE <br />2ND FLOOR FRAME CONNECTION R <br />INTERIOR 2-STORY FRAME SECTION S <br />ry <br />ALTERNATE FOOTING <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION FOR <br />SCALE: 3/4"=1'-0" S6 <br />@WOOD 1ST FLR. SEE J/S6 FOR <br />SCALE: 3/4"=1'-0" <br />S6 <br />SEE TYP. 2-STORY WALL SECTION <br />ADDITIONAL SLAB INFORMATION. <br />ADDITIONAL INFORMATION. <br />FOR ADDITIONAL INFORMATION, <br />M <br />N <br />C <br />1 N <br />trD <br />V_ <br />�.� G W <br />C) <br />T N <br />p m >C <br />.,.: a_ <br />m o <br />p t <br />ex N <br />as d = <br />NCL = c> <br />> ' i✓ c <br />O <br />iv y <br />ar a <br />Q� <br />w <br />E <br />o <br />iy u <br />I <br />\oxjjj1illlrj Not <br />��0, / rl <br />E 41 <br />'�• <br />F L <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 seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a 8 <br />V � . C9 CO <br />0 <br />co (w <br />O p LL <br />aN <br />a;Mv W, <br />M u- u- LL O <br />I� J LL <br />_ V pI a <br />Z <br />S <br />99 Lp9. <br />LLW <br />Z�M ai <br />Z OU y <br />W O0 <br />� R <br />z N <br />z � <br />Z n <br />�Ul z <br />(D <br />C1 <br />QJ <br />U <br />0 ,,, <br />N <br />c •, <br />W <br />' <br />s <br />U <br />c <br />_I 0 <br />� <br />W <br />E <br />O <br />s <br />a R <br />zo <br />lV <br />I— <br />E <br />O <br />♦f <br />Ugh <br />o <br />03 <br />z <br />g <br />t <br />*°_ <br />�8 <br />_ <br />NC�� <br />8 <br />g� <br />z- <br />Cn Jb <br />115, <br />g2 <br />o <br />W <br />T <br />81 <br />W <br />az <br />NF <br />1`_ <br />U <br />0 <br />.� r <br />ui <br />120 <br />0 <br />N <br />T <br />c�� <br />� <br />I� <br />�- <br />T <br />CV <br />I..L <br />N <br />"Nd- <br />Iln <br />m <br />C:) <br />Li <br />E <br />o <br />c-.4 <br />04 <br />LO <br />c00 CD <br />e) NCo <br />Cn <br />04 <br />T <br />Cq <br />0000 N <br />N Cn T- <br />o <br />00 W <br />2 <br />Z <br />0. <br />U _j Q <br />JOB <br />NO : 22-12560-12553 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />