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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 OR <br />LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />INSULATION— <br />15/32" 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 />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" 0/C <br />CEILING & 8" O/C WALLS <br />I <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 />~ PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />-' NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />it <br />ow <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />o s <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />. <br />2x BOTPLATE W/ (2)10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />N <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />U. w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= INSULATION PER <br />l� <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <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 51000 <br />B R <br />N <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />0o <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />r <br />SYSTEM <br />---METAL SEAT <br />EFLOOR <br />R PLAN <br />O1. <br />OR FELT <br />PAPER FOR <br />JR <br />MOISTURE <br />BARRIER <br />:jc <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />. . <br />M <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />S <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />N <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />°O <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />i <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />o <br />= <br />ARCHITECTURAL <br />FINISH <br />0 <br />3 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />c <br />Cl) <br />v 4"x4" INSPECTION PORT AT <br />N <br />a EACH FILL CELL TYPICAL <br />E <br />1x WD FURRING @ 24" O.C. <br />a <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />a <br />C ..4. <br />• <br />% <br />• <br />.INISH <br />GRADE o0 <br />F194 <br />�' <br />OO <br />• • <br />:.1 <br />- <br />c <br />6x6 W1.4XW1.4 <br />b <br />a• <br />z r <br />WWF OR FIBERMESH <br />a <br />STD. 90"HOOK <br />a� <br />(3) # 5 REBAR ON 3" CHAIR 4 <br />_ ' <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />N <br />,1 <br />SCALE:3/4"=V-0" <br />S6 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />STUDF... <br />2nd FLOOR W, <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" <br />NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL—i <br />• IN <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND — <br />JOIST AT 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 />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />,TE 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 />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T' CORNER <br />TYPICAL'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2"A!' PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-O" 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 />• e <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 />LA <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <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 />WEEP SCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <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" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <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 />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1 /2"=V-0" S 6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6- <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />... . — <br />4•• . CC <br />r <br />•• �• �• • <br />l 11 <br />81' � 1'$" r 8" CHA MIN. <br />RANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32' OSB <br />EXPOSURE <br />SHEATHING <br />PROVIDE <br />BLOCKING / <br />REQUIRED I <br />SECTION X- <br />NOT FULL <br />HEIGHT SHI <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15W OSB <br />EXPOSUREI <br />IZ <br />F <br />SHEATHING <br />SOLID 2x /n <br />c <br />BLOCKING @ ALL <br />C <br />SHEATHING y <br />EDGES(SEE <br />OPENING <br />SECTION X-X <br />U <br />IL <br />C <br />x <br />R w <br />a. <br />x <br />E <br />w <br />2x STUDS <br />BEYOND. In <br />SEE PLAN O <br />8 <br />I I I \-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 I 1-1 MIATV1\I r%IAP%PIA1A <br />4 FT. <br />4 FT. <br />® 2 <br />2 <br />5 FT. 4 FT. O O O <br />5 FT 4 FT. O2 <br />4 FT. <br />4 FT. O O 4 FT. <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />a <br />r j <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />Z <br />(NOTE: IF 5/B" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />u. H <br />SHANK NAILS) <br />NOTE: <br />In <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 U.: H cc <br />8 m <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />U. <br />2 L <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />¢ <br />Z w g <br />STUD AND OR BLOCKING AT ALL EDGES. <br />ww&0 <br />LL N u- <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" = NAIL 3/8" <br />SPACING <br />1/2" <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 />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />(D 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 />I <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 />C WALL SHEATHING INSTALL. <br />�S6& NAILING SCHED. <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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 <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />" SLAB W/ 6x6 W 1.4xW 1.4 f <br />`t WWF OR FIBERMESH <br />E 4 .: <br />M <br />-III—III—III I I �4.. • .• .: • _ �. <br />-IIIEEI IEE I I <br />II11I-71 IIIIIIII :'" <br />(3) # 5 REBAR ON 3" CHAIRI I 4. I III. 1 -8' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />SIMPSON <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) LSTA30 <br />4'-9' <br />(2) <br />3 <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3)(3)_(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE 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 <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10)1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE <br />I_ op <br />; L--T7 r <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />in <br />0 <br />Z <br />Z <br />Z <br />Q <br />a <br />Z <br />^V) 0 <br />W <br />cn <br />UJ <br />M i) <br />�U <br />120 <br />0 <br />E <br />�o <br />� <br />U <br />LU <br />m n <br />_ <br />® F— 6 <br />12 7,0 O O N <br />"W <br />C) <br />fO ^ <br />n <br />C <br />Q rn <br />0 <br />LO v <br />Q. d <br />D. <br />" c� <br />61*\ <br />1 <br />��`'• It— •• <br />Z <br />U)w,��: <br />r <br />�. <br />�� { <br />W f <br />Z` Q0. <br />err\ <br />� <br />- <br />a <br />W6 <br />C <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />oil. <br />I> —I V) M C:)M <br />z <br />Q M Ln <br />G. cn •L � <br />0 <br />a LL.-. <br />� U ra .-i <br />a <br />�� <br />W <br />Z <br />J � <br />W � <br />�a <br />H <br />1=480, <br />(D Lu <br />g�w <br />0�u�g <br />v�rz® <br />g� <br />o <br />Ln <br />LJ <br />z <br />o <br />= <br />N <br />0 <br />Z <br />LU <br />o u- . <br />� QrQ <br />0 <br />j <br />9U <br />N6 <br />a <br />A <br />uj <br />ZQhJ <br />In <br />LLJ <br />LIJ <br />CC <br />L <br />zU <br />U <br />a <br />M <br />Z <br />Z <br />m <br />O <br />00 <br />� <br />_ <br />LU <br />LU <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5 ■ <br />SHEET NO. <br />S6 <br />