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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE 11 (#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 R905.1 <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 FLO R <br />PLAN <br />ALUMINUM DRIP EDGE <br />Q--) <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH <br />CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <br />1 <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 />16" O.C. 2X S.P.F. STUDS <br />Uj <br />= <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 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 />I <br />_j <br />UJ LAYER 1/8"THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ <br />—INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 — <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 15 1000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA <br />S6 A S <br />SPACE INTO APPROX. EQUAL AREAS. <br />?E000 <br />FLOOR SYSTEM <br />ETAL SEAT <br />E <br />0 <br />OR FELT <br />7PLAN <br />PAPER FOR <br />MOISTURE <br />INBARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" <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 />FIX WD FURRING @ 24" O. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLA1 <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />I <br />C I .. - ' <br />A <br />Cl) <br />_0 <br />6x6 W1.4xW1.41_'1TH' <br />WWF OR FIBERMESA <br />STD, 90 NOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/11#5 ROD CONT. FILLED <br />SOLID W/GROLIT <br />A FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />LU <br />U 4"X4" INSPECTION PORT AT <br />j <br />I= 0- EACH FILL CELL TYPICAL <br />LU (0 <br />C. AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />C14 <br />CURB DUE TO SLOPE <br />3 <br />NOTE ; EXTEND DECO FINISH <br />410 6' BELOW GRADE <br />I; <br />�A 00 <br />44 /FINISH GRADE <br />I:. 'a <br />oo <br />A . j <br />. .,d � q ... — <br />2� <br />�'—STD. 90'HOOK <br />(3) # 5 REBAR ON �U���_ ' ff <br />13" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />S6 <br />SIMPSON LSTA24STRAPw/(8)10dxl 1/2"NAILSTO <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) 10d 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 />UK <br />SIMPSON LSTA24 STRAP W/ (8) 1 Od x 11/2" <br />NAILS TO STUD & (8) 1 Od x 11/2" 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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />�TE W1 <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 />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />SCALE: N.T.S. �6 <br />2"X4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST V-101" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING — <br />FLOOR TRUSS ­1 1 1 <br />SEE FRAMING <br />PLAN <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO TX4" BLOCKING <br />E <br />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 />WEEPSCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />2ND FLOOR FRAME CONNECTION <br />�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) 1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <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 />WEEPSCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION <br />( B <br />@ MASONRY 1ST FLR, SEE J/S6 <br />SCALE: 3/4"=V-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 <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) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />USS) <br />DETAIL (FLOOR TR <br />SCALE: 1 1/2"=V-10" �6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. rb V-15". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />1 � I <br />A <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />FEMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />F I <br />A <br />A <br />4' <br />1;+ 1(3) #5 <br />81- V-8" 8 CHAIR W/ 3" MIN. <br />CE <br />CONT. ON 3" <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1 S6 <br />ADDITIONAL SLAB INFORMATION. <br />15(37 OSB <br />FXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />(2)- 2x TOP PLATE <br />BEYOND I <br />=-15132"OSB <br />410- <br />EXPOSURE 1 <br />F <br />SHEATHING <br />SOLID 2x U) <br />a <br />BLOCKING @ ALL zi <br />14 <br />SHEATHING 0. <br />EDGES (SEE <br />OPENING <br />1 <br />SECTION X-X) <br />W <br />0 <br />ir Lu <br />W <br />_2xSTUDS W <br />1: <br />BEYOND. U) <br />SEE PLAN <br />zi <br />0 <br />11 <br />�� <br />� <br />(1) <br />FLOOR SYSTIfM 1 <br />1 1 (V <br />j I <br />11 11 11 <br />1 \"-2x' <br />4 P.T. BASE <br />\—@--'HORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM <br />WALL ELEVATION DIAGRAM <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />— <br />(D <br />5 FT. 4 FT. <br />2 <br />FT. <br />4 FT. 4 FT. <br />-ROOF NAILING ZONE DIAGRAM <br />ROO <br />NAILI <br />SCHEDULE <br />F NG : <br />NAILING ZONNE�SHINGLE AND TILE) <br />W. <br />;� <br />ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6'O.0 IN FIELD <br />l- <br />2 <br />ZONE 2: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD <br />- <br />ZONE 3 8d RING SHANK NAILS (@ 4- O.C� ON EDGE AND 4' O.0 IN FIELD <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LL <br />0 <br />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />(TILE) OR 7/16- OSB MIN. (SHINGLES) $PAN RATED 24/16 <br />a <br />LU P 0 CC <br />, W <br />8 0 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />cc <br />0 _j <br />� <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />U. <br />z U. <br />STUD AND OR BLOCKING AT ALL EDGES. <br />0 0 <br />0: <br />LL <br />A MINIMUM 1/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT <br />. <br />PENETRATE SURFACE MORE THAN 1/8" <br />318" "S"- NAIL 3/8" <br />SPACING <br />1/2" <br />S 112" S <br />irr <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />NAIL AT BASE 2 ROWS LM 4- O.C. W/8d COMMON NAIL <br />NAIL AT TOP <br />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 />@ STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. <br />W/8d COMMON NAIL <br />41"P' <br />31'4 <br />S <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS (9 4- O.C. <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR 0 VERTICAL <br />MEMBER IF GABLE END <br />[NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 1/2" <br />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 />O.C. <br />( <br />) <br />d N <br />L <br />@ 3 <br />WALL SHEATHING INSTALL. STAGGERED <br />SECTION U_ <br />& NAILING SCHED. <br />I <br />Z <br />P, <br />1A <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 />- <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />1\ �4 <br />1 Od NAILS @ <br />INTERIOR HEADER: <br />81, O/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />9 EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />.0 <br />TYPICAL (U.Nii) <br />12d TOENAILS <br />9 OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />W <br />LS30 w/ (6) 10d x 11/2" EACH SIDE <br />0 <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />WWF OR FIBERMESH <br />SLAB W/ 6x6 W1AXW1.4 <br />... 4 �4 . . A <br />4 <br />A <br />4 <br />4 <br />A. <br />.4 <br />(3) # 5 REBAR ON 3- CHAIR 4" 11-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"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 />EAEND <br />EA END <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <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 />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 />DE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />v <br />S6 <br />z <br />9 <br />(D <br /><C <br />__j <br />Lu <br />U <br />Lu <br />0 <br />Ch 0,_ <br />=3 <br />10 <br />9 <br />121 <br />_� <br />Lij <br />F- E <br />8 <br />CO <br />c" CR <br />0 <br />U_ <br />U <br />< <br />Al I <br />BID. <br />N*C,11 D,� <br />� * <br />"TV <br />E <br />C� 6 <br />r__ <br />LUUA <br />to <br />CP <br />Lil <br />FF <br />< L 20 <br />5r. <br />fell C) <br />-�p <br />�!_ ­- <br />LL <br />, <br />;NL <br />6 c S�Ok' <br />Ili <br />/11:t1NtW1) 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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signet re and seal is only for the structural engineering <br />portlous of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />0 <br />Z r-4 <br />0 (1) r-, <br />N-4 :!=! CD <br />U') = %0 <br />(A rn <br />z <br />M Ln <br />-0 <br />0 Ln <br />z <br />< <br />- L <br />a 0:: 0--, <br />Ce >. <br />U CL 00 <br />< <br />E <br />Z 3i <br />CD <br />WUJI <br />_j CD <br />LU <br />z g <br />z <br />Lz" <br />a) <br />00 <br />U uj N <br />L <br />00 <br />U) <br />'I <br />z <br />2 <br />Ln <br />0 <br />U <br />C: <br />0 <br />- <br />Ifl6 <br />Ct <br />U— <br />< <br />Z <br />V" <br />a Lu ce <br />Z <br />UJI <br />Lf) <br />Lu <br />< <br />z <br />< <br />z <br />Inn <br />c) <br />co <br />0 <br />r%4 <br />Z <br />UJI <br />r1l <br />r <br />SCALE AS NOTED <br />DATE 1/4/2018 <br />TECH: ERAND <br />VERSION NO <br />10 <br />SHEET NO. <br />S6 <br />