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4 <br />0 <br />i <br />iE <br />m <br />N <br />Iv <br />LO <br />53 <br />i <br />v� <br />J <br />N <br />N <br />S. <br />E <br />0 <br />0 <br />J- <br />.4) <br />0 <br />a <br />d <br />L�. <br />N <br />N <br />N <br />r. <br />a <br />N <br />N <br />N <br />L+ <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 />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 J <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 SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />01 <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 />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAI <br />MIN. PSI MAY VARY PER <br />d MUNICIPALITY <br />4 <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH _ LLL111LLLllI T <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 - 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 />_j riJ 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 />J LAYER 1/8" THICK. <br />�w <br />W —INSULATION PER <br />�Ir CHART ON FLOOR PLAN <br />rB-"'Y 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"&%16" 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 />v <br />4"x4" INSPECTION PORT AT <br />(L <br />EACH FILL CELL TYPICAL <br />w <br />- <br />AT GARAGE CONTRACTOR <br />'n <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />=1NISH GRADE 00 <br />`—STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR "'�r (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'-O" S6 <br />SIMPSON LSTA24 STRAP w/ (8)1 Od 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 />NO <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)1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST 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 />IF 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 N <br />SCALE: N.T.S. S6 <br />[a <br />2ND 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 />0O <br />SEE FRAMING WEEP SCREED <br />4 z '- <br />PLAN ' . INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF 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 rR <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" OX <br />PRE-ENGINEE <br />FLOOR TRUSE, <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE JIS6 FOR ADDITIONAL INFORMATION. <br />TR <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 i <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)1 Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />�— B.U.C. <br />(8)1Od 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" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'4" (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 />. 4 <br />4. <br />:a <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 />'�.. <br />./ <br />' <br />W. <br />' T <br />I jI ��I I r� CHAI WN3"MIN. <br />3„ <br />8, 1-8 8�r CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �,SIB <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15137' OSB <br />All <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />f <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />F <br />2 <br />G FLOOR SYST <br />M <br />/- (2)- 2x TOP PLATE <br />d BEYOND I <br />-5 15/37' OSB <br />EXPOSUREI <br />tj <br />F <br />SHEATHING <br />FF <br />x <br />SOLID 2x 0 <br />C <br />C <br />BLOCKING 42 ALL <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION <br />w <br />aL) <br />C <br />x <br />�w <br />91 <br />x <br />E <br />W <br />ax sruoS <br />BEYOND. <br />SEE PLAN o <br />I <br />L <br />A <br />y <br />L2x4 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 <br />SPACING <br />400 <br />41 S4" <br />7 ,�„ <br />o a e <br />SINGLE NAIL EDGE SPACING DOUBLE <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 w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />T�� <br />sFF w <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 />QXTFR\ <br />F /0, <br />S <br />EDGE SPACING <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 Ye" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />Z <br />_ <br />O <br />NAIL AT BASE 2 ROWS @ 4" O.C. w! Sd COMMON NAIL <br />0OB <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL Z <br />@ <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />OD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />((n <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />w LL d <br />F <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> ¢ S q <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q 0H J� <br />r LL <br />OG <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR (Q1 VERTICAL <br />N w O o <br />MEMBER IF GABLE END <br />`r " <br />NOTE: <br />• <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />* <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 />STAGGERED @ 12" O/C FOR <br />;4i <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 />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 />�4 . <br />M-1II_II1=1I1_I <br />-1I I -III -III 114. • <br />ICI-IiiIIIIIIIIIII ♦:. <br />Im <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 />4'4 <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 />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 />FINISH GRADE <br />=1; 4 z °Q <br />IIIIII � r $ <br />(3) # 5 REBAR ON 3" CHAIR - 1 4" V-8" I <br />W/3" MIN. CLEARANCE L <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL INFORMATION. <br />ers <br />CV <br />C= <br />tV <br />ttL"+f <br />N � <br />0 <br />� s w <br />o � <br />CL O <br />ci CL <br />C fd V N <br />—.cmK <br />cu-a, <br />N O N <br />3 °> <br />•O/ u m <br />d c o <br />N O.� <br />c E <br />Cc o <br />0 <br />X <br />ILU <br />r.�s^1'Jt4P�. \\� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications oontalned within these <br />drawings comply with the 2020 Florida Building Code - <br />Residendal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />M <br />5- <br />C <br />t <br />�Mov <br />0 LL <br />4 JLLLL 3C LL a <br />'' a I <br />Z L <br />10 <br />1 <br />W ' M <br />m <br />W Co w <br />Q J <br />Cl) <br />LL IL <br />ZN OU 0 <br />W o0 <br />C9 �_ <br />to <br />Z N <br />z <br />N z <br />TLU <br />f0 M <br />U a <br />(D <br />O W s <br />N <br />�V) <br />En <br />�Q <br />¢ <br />o <br />M <br />M <br />Z <br />O Y <br />Z <br />Z <br />i <br />LL <br />Z O <br />o <br />e <br />yN <br />nP <br />a <br />EE <br />a <br />1 <br />2• <br />F� (O <br />OO <br />wv <br />00 <br />Z <br />IS, <br />wR <br />C',4Z <br />C <br />� c <br />mO <br />O65 <br />z <br />m J <br />y. <br />.2 <br /><. <br />RM <br />�Z <br />^ � <br />o � <br />7 <br />o <br />Wg=w <br />wL <br />J <br />� <br />N <br />v <br />0. <br />3 <br />O <br />d <br />'M <br />Ii <br />O <br />rn <br />T <br />M <br />0 <br />L_ <br />CM <br />co <br />_ <br />N <br />LO <br />113- <br />v/ <br />IL <br />0 <br />O <br />Y <br />0 m O <br />IN <br />M <br />T <br />� <br />•� IM C° � <br />z° <br />M <br />Z <br />E ce) N <br />m <br />a <br />E <br />U Q p <br />JOB <br />NO : 23-00512 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />