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e <br />m <br />2x STUDS @ 16" O.C. <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD <br />& 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD <br />2"x BOT. PLATE W/ <br />ATTACHED WALL SHEATHING <br />(2)1Od @ 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) -10d @ 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 -1Od x 1 1/2" NAILS INTO FLOOR <br />PRE-ENGINEERED <br />TRUSS & MIN. 4" EMBEDMENT IN <br />FLOOR TRUSSIJOIST <br />FLOOR TRUSSES <br />KO BLOCK <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />(2) LAYERS TYPE I OR TYPE 11(#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />FOR UNDERLAYMENT <br />SHINGLE ROOF REQUIREMENTS SEE R905. <br />15132" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />ALUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" 0/C <br />SEE SOFFIT SHEET <br />CEILING & 8" 0/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />~ <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA, WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />16" O.C, 2X S.P.F. STUDS <br />o = <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 />- 1 <br />W <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C, FIELD <br />U- = <br />NSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 <br />I <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . <br />B R <br /><FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />N// <br />FLOOR SYSTEM <br />--METAL SEAT <br />0 OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />a;a <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 & V 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 />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />-71 <br />M 'I I 11 <br />-11:1r J1 <br />6x6 W1.4xW1,4 '• d , a A' A <br />Illl I I EllJ <br />WWF OR FIBERMESH <br />II�III II e. <br />STD. 90 HOOK (SEE DETAIL) <br />•8"x8"X16" CONIC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />— <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />a <br />aW <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />�4'"to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />3) # 5 REBAR ON 3"CHAIR 1�1 I I -STD. 90 •HOOK <br />( 4 (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION ,1 <br />SCALE:3/4"=V4 S6 <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-10d x 1-1/2" <br />NAILS TO STUD & 8-1 Od 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 />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/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <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 />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING — <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN . <br />• t <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)10dx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />SCALE: N.T.S <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 />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <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 />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-1 Od X 1 1/2" NAILS INTO <br />BLOCKING TRUSS & MIN. 4" <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 />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" <br />RIBBONS <br />la <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. < 8'4". (2) <br />5/8"DIA. x 10" "J" BOLT Wi 8" <br />ROWS OF Zx 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.G. <br />TENSION 260Q# <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />• a. <br />4. .AQ. CO <br />T <br />81'il I I I IF, I I1 8 I )� TI I I CHAF_ARANCEMIN. <br />'1 <br />INTERIOR 2-STORY FRAME SECTION f S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />B <br />15132" OSB <br />EXPOSUREI <br />SHEATHING <br />D <br />E <br />NG AS <br />ED PER <br />N X-X IF <br />LL <br />SHEET C <br />G FLOOR SYST M <br />PROVID <br />BLOCKI <br />REQUIR <br />SECTIO <br />NOT FU <br />HEIGHT <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />x <br />SOLID 2x rn <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X- <br />ul <br />II U <br />C <br />x/F-11 <br />I = w <br />x <br />E <br />w <br />2x STUDS <br />BEYOND. y <br />SEE PLAN o <br />co <br />\-2x4 P.T. BASE <br />zx RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM rArAr i r-r r"%rATi^Li ntAnnARA <br />4 FT. <br />4 FT. <br />® o 2 <br />2 <br />5 FT. 4 FT. O O O <br />5 FT. 4 FT. n <br />4 FT. <br />4 FT. O O O ( 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE <br />• <br />NAILING ZONES (SHINGLE AND TILE) <br />W <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />co <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 />is <br />Z <br />(NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />OW � <br />SHANK NAILS) <br />NOTE: <br />= <br />y <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD <br />O W <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 <br />W rL er <br />00 F <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />0 y m S <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />LL <br />z w g „ <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W 0 0 <br />a = W <br />v <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 118" <br />318" "S" = NAIL /8" <br />SPACING <br />S 3/4"1/2S 112" <br />711 <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 />@ NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />© (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 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />) <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7116" <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W1(4) 8d NAILS <br />(2) Sd NAILS @ 3° O.C. <br />STAGGERED <br />C WALL SHEATHING INSTALL. �Fm,n=n <br />S6 & NAILING SCHED. SECTION X-X <br />SF p�Npa� <br />!qN <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 />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER <br />10d NAILS @ <br />8" 0/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS, <br />DOUBLE 2x <br />EXTERIOR HEADERS <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />�F\ <br />pFNi,,R�OR <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <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 W 1.4xW 1.4 <br />WWF OR FIBERMESH <br />E a <br />M -I I I_I I —I I I_I ! " <br />III —III —III I I 'Q. <br />�I I -I I II I II I II f II 14 a: • <br />die' —a <br />i I I ICI I i T <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 1_8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />114 <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 />1 (2) <br />(3) <br />1 (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 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 />00 <br />FINISH GRADE <br />I— 00 <br />@ WOOD IST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />V <br />S6 <br />CLUJ <br />(9 <br />M <br />0 <br />13 <br />Z (0 <br />Q <br />Od <br />z <br />W <br />U-1 <br />C) <br />�U — <br />0 w <br />O <br />U) <br />(Aoo <br />U <br />00 n <br />N CO <br />LU <br />I— O <br />U <br />Mal <br />C M 2 <br />04 <br />O-2 � CM <br />a) <br />U <br />1:5 -00 <br />Q rn <br />05 Q0 <br />4ov <br />rn<6 <br />A 1 <br />MD. <br />r <br />.yFi::� Ciw9 <br />VCn O <br />m �✓ J <br />d�yp <br />`00 <br />..ww ��y..a;ti <br />o <br />ir• "gym '., k` <br />il•.� �'� <br />OWLL <br />i <br />..° <br />Uj <br />LU <br />_ � Q ,e <br />toa 0 N ��pp� k '� <br />21 <br />U0 A. <br />�•C <br />'` <br />IIY ..i <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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