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12 <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" 0/C <br />CEILING & 8" O/C WALLS <br />112" 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 />C SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />~ PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT � FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS o = <br />W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LLI= INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB 4 CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <br />: FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM ETAL SEAT <br />�!ER PLAN O OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />a.a <br />112" 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 STD. 90 NOOK (SEE DETAIL) <br />1/2"' GYP WB 8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />v 4"x4" INSPECTION PORT AT <br />Ir a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O,C. a a AT GARAGE CONTRACTOR <br />BASEBOARD LO 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 4"to 6" BELOW GRADE <br />iv a' .. •"; ' d AA FINISH GRADE p0 <br />° T <br />T 1 I11111 •a — — <br />6x6 W 1.4xW 1.4 ° , a ° • �j-� _ <br />WWF OR FIBERMESH P ° 1 o z <br />- <br />- LIT--� 111 I I I I I I I II I I -I I r <br />(3) # 5 REBAR ON 3" CHAIR _q141' "T-'I '� I I"r-STD. 90'HOOK <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ri <br />SCALE:3/4"=V-0" S6 <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- FY <br />BAND JOIST <br />'USP MP4F @ 24" <br />D.C. 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'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <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)1Od @ 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 />E <br />S6 <br />"T" CORNER <br />TYPICAL "T"AND CORNER <br />DETAILS N <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" O/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 />O/C FOR THE 1ST 2'-O" OF <br />10-1 Od 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)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <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 -1Od 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-011 S6 <br />FOR ADDITIONAL INFORMATION, <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 -1-0 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. < F-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. > V-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 />I:q!r <br />III I—° f°. •. a : °: I - <br />III— 111—III—I I I I I Ir (3) #5 CONT. ON 3" <br />TTT M_111 T—I I <br />8" 1'-8" 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"=1'-0" <br />ADDITIONAL SLAB INFORMATION, <br />S6 <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 />FLOOR SYST M <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. <br />4 FT. <br />® O 2 <br />2 <br />5 FT. 4 FT. O O O <br />5 FT. 4 FT. 0 <br />0 <br />4 FT. <br />4 FT. O O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />T�7 <br />SFF �Oh� <br />N <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 />�F\ <br />(2)- 2x TOP PLATE <br />�l BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING uj <br />SOLID 2x y <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING O <br />EDGES (SEE <br />OPENING <br />ISECTION X-X <br />aU <br />C <br />x <br />0: W <br />x <br />E <br />2x STUDS w <br />BEYOND. = <br />SEE PLAN o <br />0 <br />W <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />W <br />ZONE 1: 8d RING SHANK NAILS @ 6" O,C. ON EDGE AND 6" O.0 IN FIELD <br />r j <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />Z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />c9 <br />? <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />O ¢ <br />SHANK NAILS) <br />= <br />NOTE: <br />w <br />ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD <br />o <br />(TILE) OR 7/16.OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />LU r?FO0: <br />} p rn <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />O <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z ti LL ¢ <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W O O <br />Ix <br />v CO <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" 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 W O.C. W/8d COMMON NAIL <br />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />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 />O <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB 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. <br />S6 & NAILING SCHED. SECTION X-X <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED-- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />'INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <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. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1A <br />' WWF OR FIBERMESH ` <br />C •• ••°• .•d °•' e n <br />N ,° <br />M -111_I 11_I I I-1 I °. ° I <br />1 11-1 I I —I I I -1 I. <br />-IIIIII1 I JIIIIIIII ° a• <br />(3) # 5 REBAR ON Y CHAIR —� 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL <br />INFORMATION. <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 />V-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 />718" 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 />G0 <br />FINISH GRADE <br />00 <br />IIII�II o� <br />SCALE: 3/4"=V-0" <br />0 <br />0 1�2 <br />Z M <br />o <br />O_ <br />Z <br />Q <br />O <br />J <br />z <br />O <br />W <br />� p <br />U <br />0 LLJ <br />~ <br />� <br />~ <br />\Z = <br />0 <br />_oo <br />t7•[ <br />,V U <br />m CN <br />CN <br />a)M <br />W E <br />— <br />c' ca cM'-, <br />mvM <br />O O <br />U <br />U <br />O <br />C LLO <br />O CU <br />= Y <br />Q rn <br />CL CD <br />CO0 'T <br />M<6 <br />A 1 <br />B D. <br />"°B°° <br />G N <br />WCO <br />�• <br />rozillt <br />of c, ' <br />•� ' . <br />L!� <br />Q.A Q�_a••" • <br />J <br />n� Oi-ES%\O ,�� <br />❑ <br />To the best of the Engineer's k4owledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th 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 />CD <br />O <br />Z cV <br />O a) r�, <br />F-44-'O <br />r>� M O <br />M <br />Q��Ln <br />a "L <br />iLn <br />n <br />LL <br />C)- � M <br />U fa <br />Q � <br />� <br />Z � <br />J C:) <br />Wko <br />V_ <br />mi <br />oZ <br />o <br />3� <br />w� <br />z a <br />f� <br />o o <br />M <br />z00 <br />aZ¢ <br />WW <br />J <br />a <br />O n <br />8LL N <br />00 <br />o�o <br />00 <br />} LX <br />N <br />v) <br />J <br /><Z <br />H <br />43 <br />Ln <br />0 <br />S <br />J Q <br />J W <br />v <br />2 <br />�W�o6 <br />T111 <br />fY• <br />a <br />1 <br />1 <br />LL <br />W Z Q <br />Q� <br />Q <br />�ow� <br />��o <br />�o <br />Z <br />w <br />Lr) <br />Lij <br />o <br />& z <br />J <br />6i <br />oZo <br />ova <br />110 <br />0,0 <br />Q <br />Z <br />Z <br />ago <br />Q LU Z <br />co= <br />11 <br />Z <br />d Z <br />J o <br />az <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 2mO <br />SHEET NO. <br />S6 <br />