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(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH <br />4:>12 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) <br />UNDERLAYMENT FOR ROOF PITCH 4:02. - <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />15 LB ROOFING (SHINGLES) <br />FOR UNDERLAYMENT <br />ROOF <br />REQUIREMENTS SEE R905. <br />INSULATION —SHINGLE <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSTALLATION <br />SCHEDULE ON SHT SN1) <br />PER CHART <br />ON SHEET S3 <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" 0/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/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 />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />Cn <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />w <br />o s <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O 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 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od <br />w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL <br />= INSULATION PER <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 1000SCI. <br />B R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />�!ER PLAN <br />O <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />O:A <br />GYP. TYPE " X" @ GARAGE ONLY) <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />—9) <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />L) 4"x4" INSPECTION PORT AT <br />o: <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />0- <br />a 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 />410 6' BELOW GRADE <br />iV <br />° e e d < <br />FINISH GRADE 00 <br />I I —I I=J=1L <br />III <br />a <br />— — —_ <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH I 1=III-1LI=J1 <br />III <br />' <br />A. , n" <br />a °• <br />I I —I I=1 <br />III—III=1 1= <br />_� <br />Z T <br />II-�III�IIII�IIII <br />IIIII <br />°': <' ` <br />IIIIIII�IIIIL T <br />� <br />(3) # 5 REBAR ON 3" CHAIR17FMqg'1�17 \—STD. 90'HOOK <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=V-0" <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <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 & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALLS f <br />BAND JOIST <br />*USP MP4F @ 24" N 1 <br />ox. w/ 12-8d NAILS <br />- \ ) <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />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 />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />'END SHEATHING TO <br />IF 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 />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />BOTTOM CHORD ATTACHED W/ (2) <br />2ND FLOOR FRAMING - SEE <br />16d TOE NAILS <br />SECTION J/S6 <br />DECKING <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 />FLOOR TRUSS <br />SEE FRAMING ,. <br />WEEP SCREED <br />PLAN '' y •e <br />• INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />USP HTA20 @ 24" O.C. W/ <br />O/C FOR THE 1ST 2'-0" OF <br />10-10d X 1 1/2" NAILS INTO <br />END WALL W/ (2)10dx3" @ EA. <br />BLOCKING TRUSS & MIN. 4" <br />END INTO 2"x4" BLOCKING <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 />2x STUDS @ 1— <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRL <br />TTACHED WALL SHEATHING <br />ONTINUOUS TO BOTTOM RIBBON <br />I/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />(4 RIBBONS, EACH W/ 4-16d <br />AILS INTO EA. FLOOR TRUSS <br />JEEP SCREED <br />ISTALLED PER. MANUF. <br />SP HTA20 @ EA. TRUSS <br />10 -10d x 1 1/2" NAILS INTO FLOOR <br />RUSS & MIN. 4" EMBEDMENT IN <br />.0 BLOCK <br />SCALE: 3/4"=V-0" <br />RIBBONS <br />m <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6,) <br />NOTE: <br />SEE SHEATHING <br />SEE TYPICAL WALL SECTION <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. < V-6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-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.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />. — -1 TIT!L' <br />Ill—LII I I • •' � . <br />—.. a' <br />III— T <br />I i I-rI <br />CI I ICI I II i II I ICI I II i II(I I, (3) #5 CONT. ON 3" <br />8 1,-8„ fl 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" <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />f <br />E <br />NG AS <br />ED PER <br />N X-X IF <br />LL <br />SHEET-C <br />G FLOOR SYSTI <br />PROVID <br />13LOCKI <br />REQUIR <br />SECTIO <br />NOT FU <br />HEIGHT <br />(2)- 2x TOP PLATE <br />BEYOND I <br />0T OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />av <br />C <br />x <br />w <br />4 <br />x <br />E <br />F- <br />2x STUDS w <br />BEYOND. 0 <br />SEE PLAN O <br />O <br />�iLl <br />1�� � <br />I <br />L—L <br />(0 <br />A �2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IA/A1 I PI P1/AT1^k1 n1AnnARA <br />4 FT. <br />/ICJ 4 FT. <br />O v 2 <br />2 <br />5 FT. 4 FT. O <br />5 FT. 4 FT. <br />4 FT. <br />4 FT. 0 O O 0 4 FT. <br />T. <br />ROOF NAILING ZONE DIAGRAM <br />� <br />SFF T�40vw <br />N <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ 8" O/C TYP. - <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />4) <br />0 <br />W <br />J <br />to <br />0 <br />Z <br />z <br />z <br />LL F=- <br />O <br />_ <br />J 0 � <br />J <br />w LLI-0� <br />000 r0r0 <br />Z ir- U. � <br />N W O <br />vCt)LL <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <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 />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 />SHANK NAILS) <br />NOTE: <br />ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />STUD AND OR BLOCKING AT ALL EDGES. <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 />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 />OD 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 />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />W (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 />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 />STAGGERED <br />C WALL SHEATHING INSTALL. vFrm9LAWQ <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 <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. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 W1.4xW1.4 <br />WWF OR FIBERMESH <br />C�• .• a ':.d a .. a a <br />fV .e <br />co -III -III -I I I_I ° :. Aa <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8-' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />BEAM <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 />1'-4' <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 />(2) <br />(3) <br />(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 3/8" <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 />FINISH GRADE <br />T <br />TI—I I O Z <br />11 1 <br />SCALE: 3/4"=V-0" <br />zM® <br />o <br />_ <br />o <br />z� <br />Q <br />OI <br />U) <br />wLij <br />'U — <br />0 w <br />I' <br />E <br />0 <br />� <br />o ij <br />m� <br />U <br />L U <br />�M <br />C l0 C, <br />F— E <br />O <br />— 0 <br />@ M <br />O o 0 <br />T- 6c <br />U <br />LLL a0 <br />� <br />C <br />U) <br />O <br />Y <br />Q 00� <br />d <br />rn Q 0 <br />A' <br />N C B D C <br />t+lx <br />.. �, '�'✓� 1 t i /�' N <br />e <br />L% <br />o <br />Z <br />+y' CV <br />1 <br />�� ` <br />�a <br />4BP <br />�e T �"N N <br />e <br />In <br />o h` <br />o �� "• <br />WIL o 8"z"a"�..•"" <br />�. <br />C'Ers4r <br />dow <br />s,r``3'�U"/ttgBat.Fa1`',°� <br />'0�� Ef 66ds"L°°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. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O� <br />Z <br />O 0J n <br />1--1 ; L-j O <br />1--4 M O <br />Lo -fU Ln <br />Q <br />Q LL. <br />" <br />fv ) <br />C- ro <br />ce U QOC) <br />Q <br />§ <br />Z � <br />WJ <br />� <br />d' <br />J <br />oZ <br />0 <br />�o <br />W <br />Z a <br /><a <br />a <br />W Qu0-1 <br />zOww� <br />=p=Wz <br />V O J W <br />y 0 J <br />82 <br />w N <br />mzo <br />�w <br />oLn <br />z z <br />� <br />Wzz <br />�_ <br />ao <br />Zr <br />z <br />Q <br />g� <br />Ln <br />~3 <br />0 <br />> <br />N <br />W <br />o <br />o <br />U <br />0 <br />Z <br />z <br />I- <br />11-1OOZ <br />W <br />Q <br />x O U <br />U it m d <br />zi�N <br />ILL <br />Lu <br />a <br />g02o <br />z <br />N <br />Wou-o <br />=<oZ <br />w <br />Lr) <br />LL! <br />J <br />1 <br />Q <br />Q <br />z <br />LLO W Q <br />a <br />¢�z <br />l0 <br />z <br />C, <br />°° <br />O <br />1-0 <br />z <br />g <br />= <br />-Z <br />¢ z <br />rn <br />T-+ <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />S6 <br />