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e <br />m <br />00 <br />00 <br />CV <br />a <br />v <br />x <br />CD <br />0 <br />0 <br />0 <br />0 <br />2 <br />I <br />rn <br />v <br />-d <br />c <br />0 <br />3 <br />rn <br />0 <br />5+ <br />E <br />1,72 <br />0) <br />E <br />0 <br />1 <br />v <br />c <br />J <br />12 <br />0 <br />U <br />v <br />c <br />U <br />i <br />a <br />i <br />0 <br />0 <br />0 <br />Lz: <br />rn <br />M <br />J� <br />0 <br />O <br />a <br />CID <br />N <br />45 <br />0 <br />W <br />v <br />>tn <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 <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />,:-:7O.C. <br />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 3/8" 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 />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <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 />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/ 10d <br />j w LAYER 1/8" THICK. <br />w <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />= INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR <br />TRUSS FORg <br />R <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM / / ETAL SEAT <br />0jj/ <br />r <br />R 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) W/ 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.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />d MUNICIPALITY <br />C <br />. wr <br />a. <br />L° e' " <br />6x6 W1.4XW1.4 — �ll — �}�- n ° e <br />WWF OR FIBERMESH I II II JTLj jI I I I I e ° <br />'III—iI� III I�I ae <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 />LL <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />LU <br />"' <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 />=1NISH GRADE 00 <br />'--STD.90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR I ' '�T' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <br />TYP 2-STORY WALL SECTION rT <br />SCALE:3/4"=' " S6 <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 112" 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)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />`SIMPSON LTP4 w/ <br />(12) 8d A 1/2" NAILS <br />@ 24" O.C. <br />1st 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 />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 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 PLATEICHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS ' <br />O0 <br />SEE FRAMING WEEP SCREED <br />o zCC <br />T 6 <br />PLAN . • INSTALLED PER MANUF. <br />+ • <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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 rR <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)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS'r <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 />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 2 1/4" TITEN <br />SCREWS TO MANSONRY f� <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)1Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS)o <br />SCALE: 1 1/2"=1'-0" ��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 SP1 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 x W1.4 WWF OR FIBERMESH <br />d. e.° a <br />� °T I 1 <br />'A <br />NIP <br />I I ICI I ICI I I—I-RIR-II I ITI I I —I (3) #5 CONT. ON 3" <br />8" V-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" 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 />OtFLTOtOR YST M <br />BON ORVERICAL <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 />EXPOSURE r <br />F <br />SHEATHING W <br />= <br />SOLID 2x U) <br />C <br />BLOCKING @ ALL g <br />C <br />SHEATHING .0 <br />EDGES (SEE <br />OPENING <br />SECTION X- <br />aU <br />C <br />x <br />Frw <br />x <br />E <br />~ <br />2x STUDS Y <br />BEYOND. m <br />SEE PLAN <br />0 <br />1111EI'll <br />I 1 <br />11 —L--JU <br />rn <br />\-2x4 P.T. BASE <br />2x RIB A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />4 FT. <br />4 FT. <br />O O O O <br />2 <br />5 FT 0 1O 0 <br />5 FT. 4 FT. 0 <br />(D O O <br />4 FT. <br />4 FT. Q O 04 FT. <br />T�7 <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 />o NrFR , <br />VA <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 />J <br />q <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 />C`1 <br />z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO <br />SHANK NAILS) <br />= <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />o d w <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />J LL I Y <br />_j q � O in <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />q �t—OOu� <br />— 0 U) m LL = <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z t� w 2 _ <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N w O <br />LL W <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 3/4"1/2" S 1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />(D 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 />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />OG (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 W17/16" <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 />C WALL SHEATHING INSTALL. VFRTICAI RLOWNG <br />S6 & NAILING SCHED. SECTION X-X <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 />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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 />WWF OR FIBERMESH <br />I <br />.0 _ • • •..Q a .. e ° <br />q' e <br />CNI <br />III —I I —I I I In" <br />a Q. <br />4 <br />III <br />III. II <br />,;I_( <br />(3) # 5 REBAR ON 3" CHAIR 4" 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) <br />3) <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 />718" 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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />I,; I o <br />Li <br />z N O <br />C o <br />Z <br />o q <br />Z <br />V <br />S <br />J M <br />� N <br />cn o <br />N _ <br />d <br />V� <br />o <br />ra, <br />�N $ <br />JAW <br />U 0° <br />rn <br />,- E <br />allw � <br />0 8 <br />I <br />= <br />W d <br />Q Y <br />®Q <br />N N <br />M <br />w z <br />4n�a2 <br />r [7 W C W <br />LU <br />W <br />a <br />U'= <br />Ch LU o�,sra <br />O��o �0 <br />N <br />to <br />Z <br />UM LU <br />`� `� Cp •� <br />d <br />,.'',' e' Gam•• <br />C) <br />FESS\ <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />r_ <br />co <br />w <br />M <br />M <br />u ¢ <br />zo <br />Z <br />ce E <br />� OV <br />a <br />Wo <br />s <br />z o <br />Q� <br />❑a <br />Me <br />XU <br />Q° <br />- <br />O <br />N <br />a F <br />p <br />w0 <br />p <br />p Q <br />dZ <br />rZ <br />tp <br />(n c <br />c <br />z <br />H <br />No <br />M O <br />OE <br />ZF, <br />J <br />¢m <br />w. <br />�z <br />rq <br />Cn <br />E. <br />oa <br />go <br />a <br />0"' <br />W <br />ci <br />CD <br />M <br />ter' <br />zl¢ <br />a <br />�U <br />0 <br />2 O <br />co <br />^L' <br />W <br />> <br />> <br />_ <br />0■ <br />0 <br />� <br />U) <br />0 <br />an <br />C Y= <br />U <br />N <br />a— <br />i <br />W <br />Cn <br />3 <br />V� <br />W <br />cc0/�0/� <br />■� r <br />N <br />N <br />M N <br />o <br />Z <br />Z <br />= O to <br />4) <br />@ <br />C <br />a <br />Eo a cc <br />c� Q o <br />c <br />JOB <br />NO : 19-5890 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />