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3 <br />-v <br />m <br />00 <br />00 <br />GV <br />LO <br />00 <br />o" <br />J <br />0- <br />ao <br />I <br />m <br />00 <br />N <br />> <br />Q1 <br />00 <br />4 <br />3 <br />LO <br />cc <br />I <br />01- <br />i <br />e <br />rn <br />N <br />i <br />0 <br />a <br />w <br />E <br />0 <br />S <br />g <br />J <br />LZ <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />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 />INSULATIO <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 />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 318" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <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 />6 O.C. 2X S.P.F. STUDS <br />w <br />d _ <br />o <br />W/ (4)16d TOENAILS TO TOP PLATE <br />0 U) 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 318" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_I= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />I CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />W <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF <br />t <br />R <br />AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA WI FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />LXa,a <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) WI 1 3/8" <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 OF <br />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 />E: <br />_ 4 _' <br />co <br />r I O <br />' I=I 11=III I e , . <br />6x6 W1.4XW1.4 LI= I I—III=IJ=I I I I <br />III —I 11=1�=I <br />WWF OR FIBERMESH <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 />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />LIU <br />°- <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 GRADE00 <br />I,, , STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR "'� (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ri <br />SCALE:3/4"=1'-0" JC6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)10d 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---_ <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8)10d 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 1ST 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 />)F BEAM OR GIRDER <br />ATE 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 />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 "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING 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 />°O <br />SEE FRAMING - WEEP SCREED <br />o cz_c T- <br />T G <br />PLAN . ' . INSTALLED PER MANUF. <br />y <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <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" OX <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 />SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS - <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />�-- B.U.C. <br />(8)10d NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'4' S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.15 8'-6". <br />(2) ROWS OF 2x BLOCKING @ <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />3rd PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C, W/ <br />SIMPSON SPi w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />�I I r l l� • O • • df'I I �T <br />ITI I I—ImILI�I I I�-I—(3) #5 CONT. ON 3" <br />8" 1'-8" 8" Il CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING) <br />REQUIRED I <br />SECTION X- <br />NOT FULL <br />HEIGHT SHE <br />(2)- 2x TOP PLATE <br />BEYOND 1 <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING twu <br />SOLID;2x <br />C <br />BLOCKING @ ALL <br />/-IN <br />SHEATHING O <br />OPENING <br />EDGES (SEE <br />SECTION X-X <br />IOUa0 <br />C <br />x <br />it w <br />x <br />E <br />2x STUDS w <br />BEYOND. U) <br />SEE PLAN 0 <br />0 <br />m <br />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 WALL ELEVATION DIAGRAM <br />4 FT. Q <br />4 FT. <br />0 (D 2 O <br />2 <br />5 FT. 4 FT. O O O <br />5 FT, 4 FT. ( <br />(D ©o <br />4 FT. <br />4 FT. 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />IM <br />SFFAN�pO� <br />N <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 />F�-TF\ <br />AFNi�?0 <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />J <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 />z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />O <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />u- ¢ <br />SHANK NAILS) <br />= <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) W" PLYWOOD <br />0 1 0'm <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w ?r Om <br />0 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />¢ [c_00rq <br />F C)� m LL � <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />u_ <br />z N w o LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />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 />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 314" S 112" <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 />Q 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 />(2) SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />Q (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 />s DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <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 />`S4 <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 <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 />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 />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 W1.4xW1.4 <br />`I WWF OR FIBERMESH <br />.0 .•e. •d A d A <br />CV '.a ' <br />M-1II�III—III—II <br />-I I I_I I I —III I I d, : A • a <br />-I 11-1 11—I I I 4 a. . <br />-IIII�IIIW"V- <br />'(3) # 5 REBAR ON 3" CHAIR <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />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 />91 <br />'-16' <br />(3) <br />(g) <br />(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) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />60 <br />I— T <br />;I 1 i_—I' o <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />L>� <br />I� <br />FLFLn <br />® <br />O <br />r'� <br />� <br />L ___J <br />-1- <br />,�,cltQI9E'O��F�r <br />owk <br />ro <br />NT <br />lb <br />Q <br />dm <br />7z <br />AU <br />.� <br />-: <br />��? 0 F E B 5,0'�-\`e�\���. <br />I'°l`r11111r11111%kt � <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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