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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 <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />FOR UNDERLAYMENT <br />-SHINGLE ROOF REQUIREMENTS SEE R905. <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <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 />J <br />2X BLOCKING @ EA. WALL <br />= <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT, PLATE W/ (2) 10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od <br />UJ <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />g R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />O <br />OR FELT <br />�ERPLAN <br />PAPER FOR <br />MOISTURE <br />e:e <br />BARRIER <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" 0/C <br />CEILING & 8' O/C WALLS <br />112" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF 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 />d MUNICIPALITY <br />c <br />CV •e' a AA <br />r_ _ _ e.. <br />M ' I -I I f -III-III-I <br />6x6 w1.4xw1.4 ° '• ' . ° <br />WWF OR FIBERMESH I II I II I II I I=1�I I II III _ ° <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />v <br />4"x4" INSPECTION PORT AT <br />0- <br />EACH FILL CELL TYPICAL <br />w <br />°- <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />INISH GRADE 00 <br />I', \—STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4" "'- I (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD <br />2nd FLOOR <br />BEAM/GIRDE <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />USP LSTA24 STRAP W/ 8-10d x 1-1/2" <br />NAILS TO STUD & 8-1Od x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL—-_ <br />BAND JOIST <br />*USP MP4F @ 24" <br />ox. w/ 12-8d NAILS <br />1St FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <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 />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'4' OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 6" O.C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />BOTTOM CHORD ATTACHED W/ (2) <br />2ND FLOOR FRAMING - SEE <br />16d TOE NAILS <br />SECTION J/S6 <br />DECKING <br />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 />SEE FRAMING <br />WEEP SCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />0/C FOR THE 1ST 2'4' OF <br />10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING <br />EMBEDMENT IN CONC. <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 />2x STUDS @ 1"" ^ <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS: <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 />USP HTA20 @ EA. TRUSS <br />W/ 10 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(4)1/4" X 21/4" TITEN <br />SCREWS TO MANSONRY f� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />B.U.C. <br />8 10d NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <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: <br />SEE TYPICAL WALL SECTION <br />SEE SHEATHING <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8'-6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />a a . <br />e .4 <br />d' °. <br />TT. <br />L° <br />f° • .. 4, .e — <br />116r <br />I I ICI II I ICI II I ICI LITT <br />r ' (3) #5 CONT. ON 3" <br />8" 1'-8" 8 CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" CJ`6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />G FLOOR SYST M I I ( <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 />4 FT. 0 <br />4 FT. <br />O O 2 O <br />2 <br />5 FT. 4 FT. O O 0 <br />5 FT. 4 FT. 02 <br />O O <br />4 FT. <br />4 FT. O 0 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />= <br />SOLID 2x u7 <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING O <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />a U <br />C <br />x <br />iF <br />EE w <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. C0 <br />SEE PLAN <br />0 <br />U) <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />LU <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />Q <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD <br />Z_ <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />a <br />z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />w0 Q <br />SHANK NAILS) <br />W <br />NOTE: <br />x <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />o <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 <br />Louw <br />t-Om <br />} G I- O in <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />H O OJ U) <br />O p m 0 <br />PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO <br />w <br />K wlzH g w <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W W O <br />LL• co w <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" 1/2" S 1/2" <br />O S ,1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <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 />0 <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7116' <br />I FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED <br />C WALL SHEATHING INSTALL. VFRT C__ MKING <br />S6 & NAILING SCHED. SECTION X-X <br />S,t p�NpO� <br />!qN <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 />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER <br />10d NAILS @ <br />8" O/C TYP. <br />1 2x SILL PLATE W/ 2 <br />BOX HEADER O ( ) <br />ONLY 12d TOENAILS. <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />0 N1FR/%, pR <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 />(2) ROWS OF 2x BLOCKING <br />@ THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. Wl <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />7 <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />CV '•.e .. <br />MI_I I I_I 11_I I ° " <br />_I I I_I I I d I 1 iA. .. e, <br />-1 I I� I II I II I II <br />III,IIII °- <br />I I I=111=1' <br />(3) # 5 REBAR ON 3" CHAIR 4" 114. <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 />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) USP LSTA30 <br />4' 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' 16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />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 7/8" <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />THICK EACH. 3RD LAYER 1/8" THICK. <br />'USP SPT22 @ EA. STUD <br />•2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />I— co <br />�IIII�' QI <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />V <br />S6 <br />UI� <br />Z M <br />O <br />O <br />_ <br />z� <br />z� <br />Q <br />O <br />J <br />r2 <br />co z <br />4-J LLl <br />• V0 <br />•U - <br />w <br />OE�' <br />�Vi <br />RT ~ <br />o0 <br />m ~ <br />,V U <br />LlJ <br />F <br />—8 <br />vM <br />C t6 Cl) <br />N <br />o00 <br />c u <br />CU <br />U) <br />Q v� <br />U)0 � <br />rnQ o <br />A1 <br />s D® <br />NC"D,C <br />�1�\1tiidi/a0 /� <br />o N <br />'fjN <br />IV C:,o O <br />C', . <br />PLO <br />N <br />Z <br />� "�i ••s-- <br />may <br />_a_ <br />_ Q~ 'U);. N 'te <br />•e <br />N G l,t <br />LntA�'rt <br />Llf� <br />..W_ <br />.W <br />Co.-_,_- <br />V¢o. <br />° <br />Z Q <br />- <br />O !� <br />.� o.: w, 4) <br />o.-z <br />^ <br />Cam , <br />• �. o <br />• <br />N ' 'O' f'!s <br />r, <br />4 - <br />j <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />i <br />O <br />Z N <br />N <br />H U-) r O <br />M <br />Q c!) 0 Ln <br />a cn•Ld' <br />H L_L� <br />oC U a TC) <br />Q <br />§ <br />Z � <br />WJ <br />l00 <br />d' <br />oZ <br />�o <br />za <br />a� <br />> <br />w¢-.-, <br />UZOO <br />Z � W K <br />�� <br />0� o <br />Ujuj <br />�LU <br />Z Z <br />ro <br />J <br />aZ <br />QC <br />_ <br />F_ <br />Q) <br />uu <br />o <br />O <br />� <br />U <br />= <br />N <br />0 <br />z <br />o <br />U 02 <br />N <br />LL <br />0 a n a <br />Z o� <br />Q <br />gw <br />h <br />g <br />Z <br />z <br />T-1 <br />wogw <br />o <br />�a�w <br />J <br />�--I <br />LLJ <br />2: <br />Q <br />z <br />Ln o Z U <br />U <br />` o <br />d- <br />k <br />l� <br />z <br />a � z <br />Z <br />Q�Q <br />W <br />¢ <br />J Z <br />0 <br />a <br />W <br />,--I <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />S6 <br />