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(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. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />7-SHINGLE ROOF <br />INSULATIO <br />BAFFLE <br />INSTALLATION <br />PER CHART <br />ON SHEET S3 <br />I <br />518" 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 />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318' <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 />1x WD FURRING @ 24" O.C: <br />own <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C "d <br />AA <br />M ' I —III _—III—I 11=1 I ` <br />I I-1 I I —I I I —I I I III ° <br />6x6 W1.4xW1.4 -111—III—III=III-11 11 <br />< '• ° . ' <br />WWF OR FIBERMESH II I IIIII I II 111 I II I II I I I II <br />III=III=III III <. <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 />D NAILED PER NAILING SCHEDULE <br />N SEE DETAIL C/S6 FOR MORE INFO <br />w <br />9-Y—) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />5 w LAYER 1/8" THICK. <br />w— INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 />M <br />LL <br />0 <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />-INISH GRADE00 <br />TJI1 J,II--III-LL[ <br />STD.90(3) # 5 REBAR ON3"CHAIR4- (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />00 <br />T <br />o z <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/ <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL1 <br />BAND JOIST U\ <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 1ST 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 />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />0 <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 />E <br />S6 <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <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 />J <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)10dx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING4 <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)10d@6"O.0 <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <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 />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />m <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 />::�XSION <br />TEN2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />I I <br />III <br />- <br />1-11 <br />-III <br />_ . e �° :.. .� ... ..e . I —I <br />III— I —III <br />I —III- <br />III- <br />-� I I, ICI I I i I I I I I i I I I I I i I I I I I i I I I I I i ICI 1- ' (3) #5 CONT. ON 3" <br />8" jl 1,_8" I` 8^ CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />2 - S.P.F. #2 CONST. GRADE TOP PLATE <br />SPLICE MIN 48" APART <br />"S" = NAIL <br />ING <br />3/8" <br />' 0 3/4' 1 /2" o S 1 /2" <br />F S 7!1/2" <br />0 0 0 0 0 0 0 <br />0 0 <br />D C -WJ S <br />OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />C (?S) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />E © 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 />O NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />JOR SYSTEM (g STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />O NO SPLICE @ HEADER - NAIL SHEATHING TO <br />IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c <br />OF TOP PLATE TO BOT. OF TRUSS) NO 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATHING <br />JOINT BLOCKING IS REQ'D. SAME NAILING <br />PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C <br />SCALE: N.T.S. S6 <br />SF A�LNApo� <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 />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 />EA END <br />EA END <br />EA END <br />EA END <br />14 <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 />3 <br />(2) <br />(3) <br />(2) USP LSTA30 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <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 />d ° . <br />I II °..a. <br />II II I III , <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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"xl0" OR GREATER HEADER <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 />:.T. BOT. PLATE <br />FLOOR TRUSS / <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />M <br />S6 <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 318" <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 />—1 99 °Q <br />I I I I I I r <br />.- o o <br />�r1-m`t <br />M � <br />•a.r N Q <br />W J <br />a <br />T—J0000-r3 <br />LL <br />v l <br />> <br />> 70 r <br />O t� <br />C m i5 <br />O cB 4— N <br />(o <br />y <br />WWR <br />o <br />r. <br />;Fikii d/E/fff <br />d. <br />2 z <br />U toy <br />Q' <br />-. a� F' k f"i� <br />N, <br />••,is <br />J <br />y <br />U� U. <br />01 <br />c���r�s <br />LU <br />'zo <br />� m if? � <br />Y �► <br />�� <br />�7 <br />Z•IO <br />LcoL <br />R'•� a �� <br />o'o 2.I � . <br />W <br />Z� <br />Os Np•?• ..•.. <br />Y "D,�ES5t� <br />fi <br />F <br />``e. <br />�W <br />�gpe <br />w <br />=�fItllii6s <br />•1;` <br />`j� <br />¢' <br />LL <br />ri o� <br />,U <br />U <br />7 <br />title: <br />r2 <br />V <br />1 <br />L <br />^� <br />I..L <br />CN <br />4- <br />LO <br />LiJ <br />CV <br />' _ <br />Z <br />1 <br />:> <br />M <br />CD <br />Q <br />> <br />V <br />Z <br />O <br />Z <br />Z <br />0 <br />W <br />�Q <br />Q <br />M�M <br />W <br />LLl <br />W <br />—I <br />— <br />d ' `' ° <br />1 I <br />I <br />I— <br />l <br />Z <br />project no. <br />2017447 <br />I' <br />I <br />� <br />III-111— <br />d <br />—III <br />o <br />checked: <br />AB/MC <br />(3) # 5 REBAR ON 3" CHAIR <br />4^ <br />1'_8^ <br />a <br />m <br />drawn: <br />W/3" MIN. CLEARANCE <br />a <br />date: <br />07-27-17 <br />ALTERNATE FOOTING V <br />N <br />scale: <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3l4"=1'-0" <br />S6 <br />FOR ADDITIONAL <br />Q <br />INFORMATION. <br />F <br />I <br />} <br />S6a <br />0 <br />0 <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and �i.s certified as such. <br />