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12 <br />I <br />INSULATION 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 />R OF>PIT)CH 4:12 OR LESS. <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. ROOFING (SHINGLES) <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 />J w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL 11 <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />W <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />o co <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)1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />� LU <br />LAYER 118" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_I= <br />INSULATION PER <br />112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />I <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C <br />W <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />B R <br /><FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS, 400' <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN O <br />L\PBARRIER <br />OR FELT <br />PAPER FOR <br />- <br />MOISTURE <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 J <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER�\ - <br />.� MUNICIPALITY <br />c <br />fV ••d <br />n ° A <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <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 v 4"x4" INSPECTION PORT AT <br />W EACH FILL CELL TYPICAL <br />a- a 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 />GRADE 00 <br />j j j�l I r STD. 90-HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4" �T�'fT$ I (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />0 <br />T <br />c0 <br />T <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2_ NAILS TO STUD <br />2nd FLOOR W <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <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-- �f <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — <br />TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />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 />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END, (TYP.) TOP & <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />0 <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/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />"T" CORNER <br />TYPICAL'IT" 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" 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 />O/C FOR THE 1ST 2'-0" OF <br />10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)1Odx3" @ 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"=T-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 16" O.C. <br />2"x BOT. PLATE W/ - <br />(2)1 Od @ 6" O.C. <br />° <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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 />SCALE: 3/4"=V-0" <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE:IN <br />SEE SHEATHING <br />SEE TYPICAL WALL SECTION <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. < 8'4'. (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 3116" 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 />°A. <br />WWF OR FIBERMESH <br />d kA <br />e . ' �e . ° � ° � " • I�-f T 111=�"T <br />I I,I-r lll I-1�=1�1, (3) #5 CONT. ON 3" <br />li , rT III 11 - <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION 5 <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />B (2)- 2x TOP PLATE <br />BEYOND <br />— <br />15132"OSB <br />I II II <br />EXPOSURE 1 <br />I II <br />SHEATHING <br />II II <br />I II II <br />PROVIDE <br />I II D II <br />I II II <br />BLOCKING AS <br />I 11 II <br />REQUIRED PER <br />1 11 I� — <br />SECTION X-X IF <br />11 <br />NOT FULL <br />II <br />HEIGHT SHEET <br />C II 11 <br />II II <br />II II <br />II II <br />II II <br />G FLOOR SYST <br />—17 <br />_____= <br />r- IT � =-IF <br />15/32"OSB <br />II <br />I I II II II I <br />EXPOSURE 1 F <br />F <br />I <br />i II II II I <br />SHEATHING w <br />III <br />II it II I <br />= <br />III <br />SOLID 2x o <br />III <br />III <br />C <br />III II ii II I <br />II i II tl II I <br />BLOCKING @ ALL <br />III <br />II G it I <br />SHEATHING OJ <br />U) <br />III <br />EDGES (S E <br />III <br />OPENING <br />III II II I <br />SECTION X-X <br />III II <br />- <br />II II <br />Lu <br />a <br />III <br />III <br />C <br />III II x <br />II _ II <br />="y <br />_ <br />III x E <br />III <br />III <br />III II II 11 1 <br />TI �� <br />II II II <br />U,III <br />2xSTUDS <br />IIII <br />II 11 IIII <br />III I <br />II II II <br />BEYOND. = <br />IIII <br />I I II IIII <br />II II I I <br />SEE PLAN o <br />IIII <br />I I 11 IIII <br />II II II I <br />IIII <br />I I it IIII <br />II II II I <br />I_Il__11_I <br />IL _ <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 />----------------------------------------------------------7 <br />4 FT. <br />O <br />I <br />1 <br />' 4 FT, <br />91 <br />I <br />I <br />L----- <br />5 FT.I <br />4 FT. <br />O <br />5 FT.I <br />4 FT. <br />\� <br />_________________________________ <br />__________� <br />2 I <br />3OI <br />lO <br />\\ <br />4 FT. <br />L______________________ <br />Q3 0 <br />____-_____�. I <br />4 FT. Q <br />4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />1Od NAILS @ 8" O/C TYP. - <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />0 <br />w <br />J <br />J <br />cn <br />Z <br />z_ <br />, = <br />OQ <br />w <br />_ <br />J p <br />J 2 <br />Lu LLw-0Er <br />a mil¢-ogu�i <br />OLu <br />coM <br />z Nwoo� <br />U) <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO <br />STUD AND OR BLOCKING AT ALL EDGES. <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 />I S, 3/4" I S 1/2" <br />I '1 1 1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />WALL C WALL SHEATHING INSTALL. <br />S6 &NAILING SCHED. <br />Q 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 />Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />Q 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 />W (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 2112' <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W17/16" <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 />vFxnr�� w oca"r, <br />SECTION X-X <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 />;4; <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. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />°A�FRioR <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 W1AxW1.4 <br />WWF OR FIBERMESH <br />d d: <br />°. <br />Cl) III —III —III —I I ` • ° ° <br />-III—I I —I I I I d.° a' <br />IIIIIIIIIIIIIIIII 4 <br />�II,IIII —d=i <br />(3) # 5 REBAR ON 3" CHAIR 4" 1-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <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-1 00 <br />�Ilil; 1 919 1 <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />u <br />u7 <br />T <br />Z M <br />— O <br />O <br />a_ <br />I� <br />z <br />O <br />v i <br />cJ� <br />W <br />U — <br />U.J <br />0 <br />(D- <br />~ <br />0 <br />RS ~ <br />0 <br />CO r <br />,V U <br />L11 <br />F-- E <br />— $ <br />a)M <br />c'mM <br />M` ;0 M <br />O o 0 <br />U(D <br />LL 00 <br />ca <br />Nao <br />= Y <br />Q 00 <br />O e} <br />O <br />A 1 <br />N,C.B,o;C <br />fit^" <br />N tre'o <br />VWA.. <br />0 00 <br />W f!1 r a ✓ <br />C LL, �`� v; <br />Z <br />W .. <br />a W" <br />-.. a-: <br />Omow V Can 'fir <br />Ml- <br />o <br />4 } <br />W N4tN 19 <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 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 />O <br />O <br />Z N <br />0 0) N <br />M O <br />z <br />M <br />Q - Ln <br />V)"on <br />Wa. <br />B Q - LL <br />fl. M <br />i'g U <br />Q <br />E <br />Zcv <br />WJ <br />0 <br />f <br />�0� <br />m Z a <br />ul- �o0 <br />�z>.z<0 <br />zaz¢OVaQ <br />=�zZI"Z <br />gQ�oo <br />0LU <br />z <br />Uj Uzi <br />� J <br />CD <br />rl <br />In <br />N <br />Ln <br />rl <br />�0� <br />Q z <br />/� / <br />ai <br />/�� <br />U 0 <br />W O O O <br />0 <br />Z <br />ZU <br />c)L <br />Z <br />LULU 0 <br />: <br />Jiz <br />I'— <br />a 6 <br />�go9z¢ <br />aLU <br />,--I <br />a'o <br />a <br />TI <br />aO <br />C'ioza <br />< a. <br />< <br />M <br />LL <br />W <br />z <br />Z <br />g <br />O <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />S6 <br />(MONO) <br />