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_.. r_L_-.IL A LIB... -1 - - '. - - d� -- -- - - - - - - - - - -- - - - - <br />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/ 1 318" 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 />(2tLAYERS 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. 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 />PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/06 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />LU <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/ 1 Od <br />U_ LU <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= <br />NSULATION PER <br />1/2" 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" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . <br />B R <br />S-FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED wo <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 0 1 - OR FELT <br />PAPER FOR <br />MOISTURE <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" 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 <br />OF BAND JOIST TYPICAL <br />STD. 90 HOOK (SEE DETAIL) <br />$"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />USP LSTA24 STRAP W/ 8-10d x 110 NAILS TO STUD <br />2X STUDS @ 16" O.C. <br />& 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD <br />2x BOT. PLATE W/ <br />ATTACHED WALL SHEATHING <br />(2)10d @ 6" O.C. <br />CONTINUOUS TO BOTTOM RIBBON <br />NOTE: EXTEND SHEATHING TO <br />2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2"x BOT. PLATE W/ <br />(2) -1Od @ 6" O.C. <br />2X4 RIBBONS, EACH W/ 4-16d <br />BEAM/GIRDER <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 />PRE-ENGINEERED <br />TRUSS & MIN. 4" EMBEDMENT IN <br />FLOOR TRUSSMOIST <br />FLOOR TRUSSES <br />KO BLOCK <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-- -- I Y <br />BAND JOIST <br />*USP MP4F @ 24" <br />ox. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-1 Od 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 />SCALE: N.T.S. <br />SCALE: N.T.S. <br />q FLOOR CONNECTION B <br />S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL INFORMATION, <br />2x BOT. PLATE W/ <br />(2)10d @ 6" U.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'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v <br />4x4" INSPECTION PORT AT <br />Ix 0. <br />EACH FILL CELL TYPICAL <br />2"x4" PANEL BLOCKING @ 48" O/C <br />1x WD FURRING @ 24" O.C. <br />W <br />a <br />AT GARAGE CONTRACTOR <br />FOR THE FIRST 8'-0" OF END <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />WALL FROM EA. END. (TYP.) TOP & <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />BOTTOM CHORD ATTACHED W/ (2) <br />2ND FLOOR FRAMING - SEE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />16d TOE NAILS <br />SECTION J/S6 <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />DECKING <br />ATTACHED WALL SHEATHING <br />c <br />TO BOTTOM PLATE/CHORD W/ 8d <br />-FEa <br />• <br />@ 4" 0/C, 2 ROWS STAGGERED <br />• <br />Q " FINISH GRADE <br />''• <br />a <br />C_ <br />• • . <br />°P <br />FLOOR TRUSS SEE FRAMING PLAN <br />6x6 W1.4xW1.4 — — <br />'' ' • d �a . <br />" z <br />FLOOR TRUSS <br />WWF OR FIBERMESH _ <br />4 <br />SEE FRAMING <br />WEEP SCREED <br />•• <br />PLAN '' <br />INSTALLED PER MANUF. <br />STD. <br />90 "HOOK <br />2"x4" CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />(3) # 5 REBAR ON 3"CHAIR 4" <br />(SEE <br />DETAIL) <br />O/C FOR THE 1ST 2' <br />10-1 Od X 1 1/2" NAILS INTO <br />W/3"MIN. CLEARANCE <br />END WALL W/ (2)10dx3x3" @ @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />- TYP 2-STORY WALL SECTION <br />,1 <br />END INTO 2"x4"BLOCKING <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <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 />C/S3 FOR ADDITIONAL <br />INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < V-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6" <br />USP SPT22 @ EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />4 <br />a <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/? 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. TYPICAL <br />TENSION 2600#.) <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />41 <br />y . <br />I' 8i V-8" r 8" CHAEARANCEM N 3• <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />_nT__ <br />15132'OSB <br />I I II <br />EXPOSURE 1 <br />II I <br />SHEATHING <br />II II <br />it II <br />PROVIDE <br />II D II <br />II II <br />BLOCKING AS <br />I II <br />REQUIRED PER <br />II II — <br />— <br />SECTION X-X IF <br />II <br />NOT FULL <br />II <br />HEIGHT SHEET <br />C II II <br />II II <br />II II <br />II II <br />II tl <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />i BEYOND I <br />IT <br />---------------------- <br />7T <br />15/32'OSS <br />I I-- <br />I I II I I II I <br />EXPOSURE 1 <br />F— <br />I <br />I II II II I <br />SHEATHING w <br />III <br />II II II I <br />= <br />III <br />soL10 2xBLOCKING o <br />III <br />III <br />C <br />III II II II 1 <br />III II IIIIs <br />� ALLI <br />1 <br />EATHIN <br />%C11 <br />EDGES (SEE <br />III <br />OPENINGF11 <br />II I <br />sECTI x•x <br />— — <br />a <br />III <br />II <br />O <br />II <br />w <br />II II i�—,rII II I <br />2xsTuosISEE <br />I I <br />PLANII <br />Ip <br />I I I II III <br />II II II t <br />III <br />I I II I <br />III 11 II II i <br />co <br />J __ILJ <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL SEE PLAN <br />BLOCKiNG WALL SHEATHING <br />BETWEEN FLOOR <br />SYSTEM 1AIA1 1 rl r\/A'r1^k1 r%IA^MAAA <br />I 4 FT. O I <br />--------------------------------------------------------- <br />I ; <br />4 FT. <br />2 <br />I <br />5 FT.1 4 FT. O % <br />5 FT.I 4 <br />-- -------------------0 <br />i <br />0 2 "`�� I <br />4 FT. <br />---------- <br />F --- <br />---------------------- ® ® <br />4 FT. - -� 4 FT. -�- <br />ROOF NAILING ZONE DIAGRAM <br />W <br />J <br />Q <br />t� <br />OQ <br />v1 <br />J g <br />J LL <br />in y J <br />LL <br />Z ytu-2LLF_ <br />"W&O <br />vN U. <br />u <br />O <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 />%S&4� <br />" "S" = NAIL 318" <br />PCING <br />I S 1/2"1/2" <br />S 1, <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />Q 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 />Q STAGGER ALL VERT. JOINTS 8 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 />O (GEND <br />NOTE: <br />EACH TRUSS END OR @ VERTICAL <br />MEMBERF <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MINA 31" X 21/? <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 W/ 7116" <br />OSS FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLTCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />2 8d NAILS 3" 0 C <br />STAGGERED <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. SECTIONXX <br />SF�'OGgNh' <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAG2 <br />2x CRIPPLES @ <br />xl0""GOR GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />10d NAILS @ 8" 0/C TYP. <br />BOX HEADER <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS. <br />DOUBLE 2x CRIPPLE STUD <br />EXTERIOR HEADERS <br />TYPICAL (U.N.O.) <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 />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 W1.4xW1.4 <br />WWF OR FIBERMESH <br />E id • <br />M -1 I I -III -I I •I_I t ' .. �.•,..... ' •: � . <br />II11III III <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 1-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <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 />V-4' <br />1 <br />2 <br />1 <br />2 <br />(1) USP LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16 <br />(3) <br />(3) <br />(2) <br />1 (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 />FINISH GRADE <br />z <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />V <br />S6 <br />a <br />(DW) <br />Z o <br />Z <br />Q <br />CL <br />Z <br />N <br />LU <br />V — <br />0 w <br />V) <br />) <br />�1 M <br />on. <br />RS <br />`V U <br />LJJ <br />m <br />m M <br />c t0 <br />. N <br />Go <br />Q o°) <br />Qcc <br />Sao <br />A1 <br />B D. <br />N.`_g.D.0 <br />01{111/11/ ~ <br />gg <br />W <br />1-10v <br />O <br />47 a it w� <br />$ <br />S <br />f <br />p( 0­' <br />LL <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 />1 <br />O <br />O <br />Z cV <br />O�I� <br />� M O <br />M <br />M In <br />0.Z <br />L <br />2: 0 <br />Q C Ln <br />U. <br />a <br />oC 0. 00 <br />a <br />E00 <br />Z M <br />W <br />J%0 <br />tr' <br />p� E <br />Z <br />W d <br />p�H poo <br />F¢a�U <br />z Z r Z <br />t�go jW <br />c� 3 <br />O <br />WC4 <br />� <br />€�z® <br />O <br />3� <br />Ln <br />N <br />Ln <br />-v <br />Z <br />Q <br />$ fob <br />W <br />W W Q 0 n <br />_ <br />J <br />00(744 <br />�$ <br />Srz <br />0U <br />P <br />0 <br />SM <br />1� <br />I <br />Z <br />> <br />.. <br />.. <br />Z <br />g <br />FZ-4 <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-3664 <br />SHEET NO. <br />S6 <br />(MONO) <br />