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01 <br />3-- <br />C:) <br />Cl <br />a <br />cn <br />0 <br />I <br />LO <br />LOI <br />0 <br />I <br />[`J <br />LO <br />cV <br />8 <br />v <br />Inn <br />a <br />im <br />0 <br />i <br />a <br />v <br />Cn <br />4) <br />E <br />0 <br />x <br />L <br />v <br />i <br />a <br />0 <br />0 <br />LZ <br />N <br />N <br />N <br />v <br />0 <br />0 <br />0- <br />N <br />N <br />N <br />LO <br />0 <br />d <br />z <br />C) <br />0 <br />0 <br />z <br />m <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 />12 <br />t <br />INSULATION — <br />BAFFLE <br />INSULATION PE•R- <br />CHART ON FLOOR <br />PLAN <br />518" 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 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 CONCEALE0*0 <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.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />y, a <br />CV <br />° °' .. <br />. <br />...a . G' b <br />ed <br />II <br />f-i <br />. <br />I-III-III=III II <br />° <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH-I <br />I_Ll i I I I=1��(-_III-TiI I I;° <br />I —I I —I I III <br />° <br />a <br />I�IIIIIIIIIIIIII1t1 II111 <br />d 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 - [RSH1- 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 />w <br />o = 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 />LAYER 1/8" THICK. <br />�w <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 />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 />-ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />v 4"x4" INSPECTION PORT AT <br />w (L 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 <br />+I <br />5�I III"III„_ \—STD.90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR —"'— 'II"III" (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <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 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 />BAND JOIST <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 />-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 />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />00 <br />FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN <br />O0 SEE FRAMING WEEP SCREED <br />o czc PLAN INSTALLED PER MANUF. <br />T G ~ <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 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. PLATE <br />(2)10d@6"0.( <br />PRE-ENGINEE <br />FLOOR TRUS" <br />FLOOR CONNECTION <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 />LL <br />WEEP SCREED <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8)1Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=T-0" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/(10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. —� <br />2X P.T. PLATE � <br />° <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />IF <br />da A 1I I'r'1I <br />a k�-r I .'!I'r <br />11-�Jjl1''-(3) #5 CONT. ON 3" <br />8" 1 8' ) I I 8" Il 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 />C <br />----rR <br />15/32" OSB <br />EXPOSURE <br />U—X <br />il <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />❑ SECTION X-X IF <br />� NOT FULL <br />HEIGHT SHEET <br />/C <br />m <br />z <br />G FLOOR SYST <br />M <br />r (2)- 2x TOP PLATE <br />I BEYOND <br />15132" OSB <br />EXPOSUREI <br />F <br />SHEATHING Lij <br />w <br />2 <br />SOLID 2x m <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />m <br />EDGES((SEE <br />OPENING <br />11ZSECTION <br />X-X <br />w <br />a0 <br />C <br />x <br />Fyw <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. <br />SEE PLAN ❑ <br />O <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 WALL ELEVATION DIAGRAM <br />"S" = NAIL 3/8" <br />SPACING <br />,CGS 3/4" S 1/2" <br />'I 'I 1I2" <br />S vz° <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 7116" <br />FLITCH PLATE TO wl (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 />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 %" <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 THAN y". <br />F <br />QA 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 />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />uz <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />❑ <br />w/ 8d COMMON NAIL <br />J <br />w u- 1 O <br />PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER <br />F <br />> ¢ 1- O U <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ [KI-000 <br />z IO � LL <br />F <br />@(2) $d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />- N w p o <br />MEMBER IF GABLE END <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />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 />(212x 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 wl SIMPSON <br />LS30 w/ (6) 1Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x BLOCKING HORIZON All <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 />d ° <br />.° <br />M -1 I —III—I—I— I ` , . ° <br />a° ° <br />IIII IIIII� IIIII .° ° <br />I�I�_III °.. <br />�Prl IIII II=� <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 "-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />(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— 00 <br />�I�II-1 oI� I <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" <br />ADDITIONAL INFORMATION. <br />en <br />C <br />CV <br />'a <br />r W <br />> W <br />CL o <br />ei a <br />c cc <br />m CN <br />L+- <br />c a- <br />N -L7 !V t <br />Q S7 N <br />A <br />� � m <br />i <br />5d � d <br />yam•`= >� <br />C rg <br />a <br />d � <br />0 <br />v- <br />C`3 <br />N <br />0 <br />N <br />CV <br />O <br />LC� <br />h y <br />ya <br />1, <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W E <br />f- o ,1- E <br />00 <br />N <br />IQ N <br />0 <br />0 <br />N tia <br />N co C)LL <br />a -r LL w <br />J LL L d <br />a. <br />Z <br />0 13 <br />��°' <br />=o wI 1 <br />W o <br />3 'm N (fl <br />rn � <br />W m w <br />ILWon[-- <br />Z � mZ d k <br />EL <br />Z N OU U <br />W ❑ ❑ <br />allimililk <br />N M <br />o <br />z <br />z iE <br />Q <br />CD o <br />W <br />4-, C <br />LU <br />0^ w g <br />L I [y N <br />3 <br />YZM <br />v <br />LU <br />f� J E <br />oo <br />93 <br />N O <br />11110 <br />4410-1 <br />o <br />co <br />J <br />w <br />Z <br />_ <br />J <br />0 3 <br />� <br />4 <br />� <br />tD <br />E OV <br />z. <br />O <br />�z <br />ZR <br />`� N <br />o" <br />CU <br />F- f00. <br />g. <br />�o <br />a E <br />0< <br />Q0 <br />g w <br />wz <br />'w <br />C <br />Qom <br />U <br />o ° <br />Z <br />in N <br />.2 <br />¢ <br />aZ <br />zz <br />3�J <br />2 <br />SS <br />2 <br />wLL <br />a0 <br />mw <br />W <br />n <br />�� <br />aLL <br />�L <br />o <br />Z <br />w? <br />= 0 <br />>O <br />v <br />R <br />03 <br />.� p <br />J <br />>M <br />ai <br />C7 <br />L <br />Oro <br />(6 Li) <br />: N CL <br />LO <br />Q <br />0 <br />N <br />LO <br />0LL <br />Y <br />co <br />I� <br />m No <br />O <br />LO <br />Q 00 N <br />r <br />a <br />.� ( <br />c <br />o <br />Z <br />z <br />E r <br />a <br />v Q o <br />JOB <br />NO : 23-04905 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />