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12 <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/ 13/8' 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 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />.(21 LAYERS TYPE I OR TYPE I 1 (#15 OR #30) UNDERLAYMENT FOR <br />ROO�PITZH 4:12 OR LESS. <br />< <br />PRE ENGINEERED <br />WOOD TRUSS @ 24' HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. -ROOFING (SHINGLES) <br />FOR UNDERILAYMENT <br />-SHINGLEROOF REQUIREMENTS SEE R905. <br />15/32"CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />UMINUM 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 />_j <br />2X BLOCKING @ EA. WALL <br />= <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />co <br />FOR MORE INFO <br />116"O.C. 2X S.P.F. STUDS <br />0 W <br />13 x <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 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) 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 <br />ILL W <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 />�HART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' O/C <br />TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 11000S(. <br />R <br />!9-FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <br />S6 A S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />"_0 <br />ER PLAN 0 <br />R FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />110HIGH STRENGTH OR 5/8' GYP WB (OR 518- <br />GYP. TYPE 'X" @ GARAGE ONLY) W1 13/8' <br />DRYWALL NAILS OR DRYWALL SCREWS 7"O/C <br />CEILING & 8! OIC 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 />Ix WD FURRING @ 24"O.C: <br />rm <br />m <br />iii <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16"CONC. KNOCKOUT <br />BILK. W/11#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />C0 <br />W <br />a-- <br />L) 4"X4" INSPECTION PORT AT <br />Ix <br />=1 <br />(L EACH FILL CELL TYPICAL <br />LU <br />co <br />AT GARAGE CONTRACTOR <br />U7 <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />-INISH GRADE <br />;0 <br />`--STD.90*HOOK <br />(SEE DETAIL) <br />(3) # 5 REBAR ON 3- CHAIR <br />W/3"MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" S6 <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2"NAILS TO STUD <br />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSSNOIST <br />2ND FLOOR FRAME CONNECTION <br />SEE JIS-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----- <br />BAND JOIST --------- <br />"USP MP4F @ 24' <br />ox. w/ 12-8d NAILS <br />1 St FLOOR WALL <br />SCALE: N.T.S. <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 />TO S UD & 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 />SPACER <br />BLOCKS <br />E <br />S6 <br />"TO CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. <br />� �6 <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 .� I 1� i <br />INSTALLED PER MANUF. <br />2*x4" CROSS BRAC E @ 48' <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1ST 2'-0" OF <br />10-1 Od X 11/2" NAILS INTO <br />END WALL W1 (2)1 0dX3 @ <br />BLOCKING TRUSS& MIN. 4" <br />END INTO 2mx4" BLOCKING <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION <br />R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S 6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 16"O.C. <br />2"x BOT. PLATE W/ - <br />O.C. <br />(2) 10d @ 6 <br />4 <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1 ST 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 />NAILS INTO EA. FLOOR TRUSS <br />2X4 RIBBONS, EACH W/ 4-16d <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />-USP HTA20 @ EA. TRUSS <br />W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4"EMBEDMENT IN <br />KO BLOCK <br />I -On <br />SCALE: 3/4"=1 <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-0" <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 />E SIDE IF APPLICABLE <br />(1) ROW OF 2X BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8'-T. (2) <br />5/8"DIA. x 1 0""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 />I <br />WWF OR FIBERMESH <br />I F I <br />. . . . <br />. . .. . ..--7!- -.-T 4. <br />.1 <br />A' <br />(3) #5 <br />CONT. ON 3" <br />8" CHAIR W/ 3"MIN. <br />I CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />Tv <br />15W OSS <br />EXPOSURE 1 <br />SHEATHING <br />PROVIDE <br />11 11 <br />BLOCKINGAS <br />REQUIRED PER <br />SECTION X-X IF <br />11 <br />NOT FULL <br />HEIGHT SHEET <br />- - <br />r �7L- <br />_jGOOR SYST <br />I _ <br />- - - - - - <br />(2)- 2x TOP PLATE <br />BEYOND <br />-IT <br />-F= - - - - - - - - - <br />_Ir__Tr rr - <br />-- 1 W3r OSS <br />I <br />EXPOSURE1 <br />SHEATHING Lu <br />W <br />SOLID 2x <br />a <br />BLOCKING @ ALL <br />C <br />SHEATHING In <br />EDGES (SEE <br />OPENING <br />OPENING <br />. -U-C <br />SECTION X-X) <br />q: <br />111 <br />C <br />x <br />m6w <br />- <br />x <br />E <br />11 11 1 <br />11 <br />_2xSTUDS Lu <br />W <br />r-n <br />r T1- -Irr- <br />_lr_f <br />m <br />BEYOND U) <br />SEE PLAN <br />::i <br />0 <br />1_11 1 <br />LI t <br />- - .11 <br />. _L _ _j <br />L__a_ <br />. <br />'\-2;4 P.T. BASE <br />2x RIBBON OR VERTICAL \__(D__jH0RIZ0NTAL PLATEBEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />4 FT. <br />-------------- <br />--------------- <br />I <br />01 <br />1 <br />1 <br />I <br />----------------------------------------- <br />5 FT.1 4 FT. <br />Q <br />5 FT. 4 FT. <br />F-------------------------- <br />1 <br />1 <br />--------------------- <br />4 FT. <br />C2 <br />-------------- /I <br />4 FT. <br />1 <br />2 <br />2 <br />(D <br />0 2 <br />FT. <br />4 F <br />T <br />Q <br />0 0 <br />0 <br />4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />2x CRIPPLES @ - <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />1 Od NAILS@ 8" O/C TYP. - <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND r O.0 IN FIELD <br />ZONE 2: 8d RING SHANK NAILS @ 61 O.C. ON EDGE AND 61 O.0 IN FIELD <br />ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4- O.0 IN FIELD <br />(NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 10 PLYWOOD <br />(TILE) OR 7/10' OSIB 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 />1 <br />3/8" "S"= NAIL 3/8" <br />SPACING <br />3/4 S 1/2" <br />S 1/2" <br />r 1/2" <br />_�_ S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />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 />W18d COMMON NAIL <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W1 8d COMMON NAILS @ 4- D.C. <br />(2) 8d NAILS @ 3' D.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 110 <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/r. <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSS FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W1 (4) 8d NAILS <br />2) 8d NAILS <br />3- D.C. <br />WALL SHEATHING INSTALL. <br />2 <br />L <br />F <br />� �6 &NAILING SCHED. <br />k4l <br />4 FT <br />0 <br />LLI <br />9 <br />Lu <br />a -=,, W 8 <br />U) <br />Lq LL cc <br />- <br />0 U) <br />V) 2 ir <br />9 U) LU <br />C4 <br />LL LL <br />. z-_ <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 />10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2X HEADER SEE PLAN <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 />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />@ THIRD POINTS <br />5/8"DIA. x 1 0""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 />I . : i <br />E 4 <br />_z I -A <br />M <br />(3)#5REBARON3'CHA1R----j4'j <br />W/3"MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL <br />INFORMATION. <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"x4"WALL <br />2"x6"WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EAEND <br />EAEND <br />EAEND <br />EAEND <br />11-4 <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 />1-11 <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"STUICCO 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 />;0 <br />FINISH GRADE <br />SCALE: 3/4"=V-0" <br />V_ <br />S6 <br />(D LO <br />z <br />z <br />< <br />ML mi <br />- <br />z <br />Cz <br />V) 0 <br />4-d LLJ <br />U <br />0 LU <br />_(D_(n = <br />L/) =) <br />E <br />§ m <br />C) <br />.2 0 <br />CO t- <br />o ;I <br />2 2) <br />1,. E <br />8 <br />x m <br />- 04 <br />000 <br />- r <br />:E; U_ Go <br />Cm <br />J) .2 <br />0.0 <br />< 0 <br />cm <br />to <br />A I <br />8 Do <br />N C*"",C <br />If <br />x <br />- <br />F <br />C14 <br />0 <br />U. <br />-:2 9- A <br />0 t- � - '. <br />.2 CP <br />0 F E <br />v,. <br />To the best of the Engin;WKWAQQ4�1*6' tion,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 />z 11714 <br />0 <br />4.j 0 <br />0 N <br />z <br />W - Ln <br />L <br />a U_ <br />. rv) <br />M _4 <br />00 <br />z E <br />WLLJ <br />z m <br />_j C) <br />�& Z <br />13.0 <br />Uj a. <br />� Ix <br />00 <br />0 <br />it <br />� < <br />Z Z I,_; Z <br />Z <br />8 4 W <br />LU IN <br />zo <br />§ <br />v__I <br />N <br />I <br />Ln <br />04 <br />N <br />Ln <br />PIE <br />0 <br />`0 <br />IY- <br />< <br />z <br />< <br />CL <br />0 <br />,r- . <br />Z gF3 to!j <br />m <br />(F <br />z <br />LU <br />UJI UJ 0 <br />8 15 <br />-4 <br />C,4 <br />5 a <br />§ffi <br />oz� <br />0 <br />m <br />LU <br />z <br />CD <br />Lu <br />> <br />0 <br />z <br />15 <br />SCALE AS NOTED <br />E 12/7/2012 <br />TECH: <br />FFLORES <br />VERSION <br />NO. <br />15m25 <br />JOB NO: 17-4135 <br />SHEET NO. <br />S6 <br />(MONO) <br />