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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>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 />J ~ PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL 1-1 <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />W <br />0 = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O C/) <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />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/ 1Od <br />� UJ <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= <br />INSULATION PER <br />I <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 />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 CONCEALEQ <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 0 <br />OR FELT <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 />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.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />' d ' . .° <br />a <br />6X6 W 1.4xW 1.4��� ° <br />WWF OR FIBERMESH i T I— I =1 I I —I I _I a - _ 4° <br />PAPER FOR <br />- MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"&'X16" CONC, KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <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--�_ �( <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 TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <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)1 Od @ 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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />2"x4" PANEL BLOCKING @ 48" O/C <br />Uj <br />a <br />to <br />AT GARAGE CONTRACTOR <br />FOR THE FIRST 8'-0" OF END <br />N <br />TO CUT BLOCK OR POUR <br />WALL FROM EA. END. (TYP.) TOP & <br />CURB DUE TO SLOPE <br />BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE <br />A7 <br />NOTE: EXTEND DECO FINISH <br />16d TOE NAILS SECTION J/S6 <br />4"to 6" BELOW GRADE <br />DECKING ATTACHED WALL SHEATHING <br />4, <br />TO BOTTOM PLATE/CHORD W/ 8d <br />— <br />@ 4" O/C, 2 ROWS STAGGERED <br />=1NISH <br />GRADE <br />I I ', L IIf, ��I1=1IT STD. 90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR- 14" ' `tom-8 (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ri <br />SCALE:3/4"=V-0" S6 <br />FLOOR TRUSS SEE FRAMING PLAN <br />CD z FLOOR TRUSS <br />r SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING 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. PLAT[ <br />(2)1 Od @ 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 B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <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 d. a. '. .°. <br />II III <br />IIII <br />I LT= .. *a . <br />° a I IIII <br />I I I II I I- <br />I I 1=, 1�1=1 I I —III —III —I I 1=- ' (3) #5 CONT. ON 3" <br />11 l l I—Ti T, ITI—I 11T CHAIR W/ 3" MIN. <br />8 1-8 8 CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION l S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15/32" OSB <br />I I I <br />EXPOSUREI <br />SHEATHINGPROVIDE <br />y <br />BLOCKING ASI <br />REQUIRED PER <br />II 11 _— <br />SECTION X-X IF <br />I II <br />NOT FULL <br />I II <br />HEIGHT SHEET <br />C II II <br />II II <br />II II <br />II II <br />I II II <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />IT <br />— — — — — — <br />r-- 1T--Tr--17' <br />15132"OSB <br />It <br />I I II II II I <br />EXPOSURE 1 <br />F <br />I <br />I II II it I <br />SHEATHING W <br />III <br />II II 11 <br />= <br />III I <br />SOLID 2x o <br />III <br />III <br />C <br />III II II I <br />If I I II II I <br />BLOCKING @ ALL <br />III <br />III II C fl I <br />SHEATHING 0- <br />EDGES (SEE <br />III <br />OPENING <br />111 I I II I <br />SECTION X•X <br />- <br />_ <br />III <br />III <br />III 11 <br />II II <br />o. w <br />III <br />x <br />III 11 <br />II II <br />-- <br />x - <br />25 <br />— — <br />III E <br />II <br />III <br />IIIII <br />III <br />II II II I <br />I I II I I I <br />w <br />2x STUDS W <br />Ti- -I <br />IIII <br />II II IIII <br />III <br />II II II <br />BEYOND. <br />IIII <br />I I I I l <br />p l I I I I I I <br />SEE PLAN o <br />III <br />I 1 I II IIII <br />II It II <br />I <br />I 11 11 1 <br />III II II II I <br />o <br />AII <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 IA/AI 1 M tom1/AT'I^K1 MIAlSnAAA <br />------------------------------------------------------------- <br />4 FT. <br />I <br />1 <br />4 FT. <br />OI <br />1 <br />2 ' <br />I <br />5 FT1 <br />4 FT. <br />O <br />5 FT .� <br />4 FT. <br />--------------- <br />\�\FT <br />�I------------- <br />0 <br />-----2- <br />-4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />0 <br />-Wj <br />z <br />z <br />z_ <br />LL = <br />O¢ <br />W <br />J 0 <br />J <br />J �L P 0 <br />J Y¢I-Oin <br />Q rl-OOcn <br />m N i.-. <br />Z LL¢ <br />W i` uL <br />Nw�O <br />LL LL <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 518" 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"1/2" I S 1/2" <br />I � <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 />OD 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 />@ SHEATHING SPLICES @ HEADER •NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />QG (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 2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />(0�c WALL SHEATHING INSTALL. <br />S6 &NAILING SCHED. <br />SFFAN�L <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 />1 Od NAILS @ 8" O/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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 />OpFMtiR�OR <br />c <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 <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 />-1 I_I I I —III I I A <br />-11111IIIIIIIIIIII ° <br />(3) # 5 REBAR ON 3" CHAIR —/4" 1 1'-8" <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 />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 />SECTION X-X <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 />— 00 <br />SCALE: 3/4"=V-0" <br />M <br />O— <br />O <br />.j <br />60 <br />L/'I � /1� <br />pal <br />L U <br />0 <br />f- <br />Lh <br />E <br />0 <br />a-® <br />CO <br />N ct i <br />L!•.1 <br />h— E <br />--0 <br />C N M <br />NON <br />Ooo <br />L LL Co <br />C <br />V N <br />of Y <br />O Y I� <br />� <br /><[ 0 <br />Lo O <br />rnQ o <br />A I <br />B D® <br />NCBDC <br />� 1 <br />yyovv�dd <br />LL <br />z { CS <br />e <br />.10 041 rn � m <br />Y' <br />�EQ fdQ C J A ' <br />saa <br />°aa< <br />aEv"' <br />Qa' Ma <br />J <br />7"11.1r@111[It[ <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. 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V) z <br />_jOwa <br />W J Y <br />aa�� <br />0 <br />M <br />" <br />z <br />> <br />O <br />g <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-5171 <br />SHEET NO. <br />S6 <br />(MONO) <br />