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L n 1 1 _ Ll.. l.. <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 />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" O/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., 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 />w <br />16" O.C. 2X S.P.F. STUDS <br />_ <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 />W LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w = 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 TRUSS FOF <br />t <br />R <br />AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ 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 />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1 IIII <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 />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 OF <br />BAND JOIST TYPICAL <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) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />BAND JOIST <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)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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE 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 'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />E <br />S6 <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />c� <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />a AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING -SEE <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />� MUNICIPALITY <br />4"to 6" BELOW GRADE <br />@ 4" O/C, 2 ROWS STAGGERED <br />C C <br />.. °. <br />iv ... <br />4 ,4 FINISH GRADEdd i;o <br />FLOOR TRUSS SEE FRAMING PLAN <br />co � — <br />FLOOR TRUSS <br />— — — <br />6x6 W1.4xW1.4 —_ <br />, . — — — °`? <br />a •a <br />SEE FRAMING <br />PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />I I <br />. a Z <br />WWF OR FIBERMESH I <br />•, ° — I—I� -r 2 <br />° . T <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I I I <br />O/C FOR THE 1ST 2'-0" OF <br />NAILS @ 2 " S <br />1 <br />_PffSTD. 90'HOOK <br />�'R�� <br />END WALL W/ (2)1 Odx3" @ EA. <br />M NI 4TOEMBEDMENT <br />(3) # 5 REBAR ON 3"CHAIR <br />4" <br />1'-81, (SEE DETAIL) <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION J <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />SCALE:3/4"=1'-0" S6 <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3l4"=1'-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 TRUSS <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 />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <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.:S 8'-6". <br />(2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" <br />3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d 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 />T <br />- T <br />11 1 (3) #5 CONT. ON 3" <br />8 l 1'-8" 8 I CHAIR W/ 3" I CLEARANCEMIN. <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-O" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15/32" OSB -- <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />G FLOOR SYST M <br />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- <br />4 FT. <br />® O 2 <br />5 FT. 4 FT. O <br />5 FT. 4 FT. O2 O OI <br />0 0 <br />4 FT. <br />4 FT. Q O O 2 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />S�cF �OW <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 />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />Iz <br />F <br />SHEATHING <br />SOLID 2x rn <br />BLOCKING @ ALL o <br />C <br />C <br />SHEATHING 00 <br />EDGES (SEE <br />OPENING <br />SE TI N X-X <br />w <br />a U <br />C <br />4 <br />XFq <br />� W <br />x <br />E <br />- <br />ui <br />2x STUDS <br />BEYOND. <br />SEE PLAN o <br />U) <br />ROOF NAILING SCHEDULE <br />NAILING ZONES (SHINGLE AND TILE) <br />w <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.0 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 />z_ <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />(7 <br />i <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO Q <br />SHANK NAILS) <br />= <br />NOTE: <br />U <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD <br />f <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w LL�11 O¢ <br />S <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />rD <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z r- LL <br />W <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N M O <br />LL = 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 />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 112" <br />® — S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />0 NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W18d COMMON NAIL <br />© NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />0 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 />QG (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 2 1/7' <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118". <br />0 <br />rc_ <br />WALL SHEATHING INSTALL. <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 />iR-1 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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/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 />SLAB W/ 6x6 W1.4xW1.4 r <br />WWF OR FIBERMESH 1 <br />1 <br />C • <br />M-1I1=115I11=1I ° <br />1-1 I I Md 1 <br />11111111111111111 A ; • <br />V114 A. <br />III-1 11 <br />(3) # 5 REBAR ON 3" CHAIR 4" 11-81. <br />M <br />S6 <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 />��x�lC�J►E�1 <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 />I 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 />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 wl (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />L <br />r <br />-III=1' 4 z <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />u <br />O�'UNrA���°°°/r <br />c� <br />„n o• <br />X <br />r <br />,11,11111IgIIkW'\v\ <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, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />W <br />F <br />Q <br />o 8 <br />O <br />N J <br />'K-0LLLLa <br />Qi�M � � to <br />cLLLL a <br />= <br />�v� a' ? o <br />mcXt- <br />t m o tY m 0 <br />m <br />a <br />'j <br />ILN <br />CO N <br />Z O Ix 0 Ln <br />N enV <br />°U <br />z <br />off❑ <br />0 <br />z <br />z <br />z <br />CD <br />� V <br />V) <br />N <br />(D <br />t'p <br />w <br />•U <br />0 <br />w s <br />N <br />c� <br />r Y <br />,,:P:45ti:4 <br />U <br />w <br />U � <br />c <br />Q M <br />• <br />�0 <br />s�o <br />C:,J <br />N <br />Q <br />E O <br />ao <br />�Is <br />?e <br />V <br />~ <br />�g <br />�az <br />wa <br />log <br />z <br />o E <br />N <br />o <br />�g <br />pz <br />aUj <br />L <br />o <br />6 O <br />�0z <br />m <br />0 <br />zC <br />N _j <br />3 <br />3 <br />O� <br />¢zo <br />fy U <br />�p <br />_� <br />; <br />o <br />cfl <br />�t <br />za <br />a <br />Q3 <br />0 <br />�N <br />= <br />> Ln <br />NN <br />I.L <br />� <br />\W <br />/ <br />0 <br />Y <br />N <br />Q <br />C <br />U <br />CEO <br />ca <br />LC:) <br />. <br />r <br />N <br />. N <br />� <br />d <br />M <br />N <br />M ` <br />y o <br />o <br />Z <br />Z <br />C <br />E 0 <br />r <br />f6 <br />a <br />E <br />U _j <br />Q p <br />JOB <br />NO: <br />20-8078 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />