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1 I I I I I I I' I <br />w <br />I <br />N <br />i <br />m <br />Ln <br />CV <br />0 <br />(n <br />0 <br />i J <br />I <br />i <br />cV <br />0 <br />CD <br />LO <br />C2 <br />(n <br />0 <br />I <br />3 <br />Q <br />M7 <br />0 <br />i <br />S <br />o <br />co <br />E <br />0 <br />x <br />`o <br />a <br />i <br />a: <br />0 <br />c <br />0 <br />a <br />tZ <br />0 <br />LO <br />0 <br />O <br />d <br />N <br />O <br />Ln <br />0 <br />o <br />0 <br />w <br />m <br />0 <br />N <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />INSULATIO <br />BAFFLE <br />T�TNMOMOMMTM <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDi <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ERPLAN <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.0 <br />FOR UNDERLAYMENT <br />STD. 90 HOOK (SEE DETAIL) <br />(_B�R <br />��S6 <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING -SEE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />J w <br />PLYWOOD SHEATHING <br />co <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />NAILED <br />MORE INFO <br />w <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />J I, -LAYER <br />1/8"THICK. <br />�w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />4. <br />,. 1 .4 <br />fV •� <br />4 .a <br />_ _ <br />a <br />6x6 wl.axwl.a ITI—III—I I I —I I I I. <br />I I <br />WWF OR FIBERMESH _III —III —III —I I I I <br />-III—III—III I <br />a <br />a •' a .• <br />a <br />• e <br />a• <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 />(h <br />U- <br />v <br />4"x4" INSPECTION PORT AT <br />a- <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />r��l rrr—rrr—rrr— rl�lr �STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR I I • „111, ;1 I-) <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />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 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 />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)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" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°Q <br />SEE FRAMING WEEP SCREED <br />o z <br />� <br />PLAN INSTALLED PER MANUF. <br />a <br />T <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ 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"=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" OX <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <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 />LL <br />WEEP SCREEDLL <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=T-0" <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1 /2"=V-0" "6 <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 />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />F(MIN. <br />NAILS AT EA. STUD <br />SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />::�:x <br />�A <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />• <br />a '. a . <br />4a.. <br />a , I= <br />CO <br />- T <br />i 11-1 I —I I I —I 1 I —I 1 I �I I7CHAIRW/3"MIN, <br />(3) #5 CONT. ON 3" <br />Tr�TI"T—TTT—I I I <br />8" V-8" <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />B (2)- 2x TOP PLATE <br />�r BEYOND I <br />15/32" <br />EXPOSURE RE1 <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER711(ID <br />c SECTION X-X IF <br />w NOT FULL <br />HEIGHT SHEET <br />C <br />Z <br />A I <br />G FLOOR SYST <br />M <br />_j� <br />II <br />15/32" OSB <br />EXPOSURE i <br />H <br />F <br />II <br />SHEATHING <br />w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />j <br />C <br />SHEATHING <br />O <br />OPENING <br />EDGES (SEE <br />SECTION X-X <br />II <br />w <br />a0 <br />C <br />x <br />EE W <br />III <br />xLu <br />E - <br />Lu <br />2x STUDS <br />w <br />IT <br />BEYOND. <br />SEE PLAN <br />o <br />I <br />II <br />zi <br />O <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 />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 />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (2) 12d <br />TOENAILS EA, END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />VFRTI('.AI AL (x:KINn <br />SECTION X-X <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yg" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANy". <br />Fa- <br />? <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL <br />u_ _ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />v=i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J 0 <br />w/ 8d COMMON NAIL <br />J <br />w U � O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />J >- Q r O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q ct�H-OOu> <br />ai m <br />©(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N UJ w O o ~ <br />MEMBER IF GABLE END <br />c ( <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 V2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />ot' <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 />REQUIRED CONNECTION <br />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />10d NAILS @ <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />8" O/C TYP. <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <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 />op N/FR�0R <br />N� <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 />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <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 />e4 • _ <br />a <br />_ e a <br />CO <br />-III-� I I_I I I -I <br />-1 I -I -III <br />-111� IIIIIIIIIII <br />III -` <br />' I III-1 I I=I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 g <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />m <br />HEADER SUPPORT <br />N0. 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 />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 />(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 />co <br />FINISH GRADE <br />- 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />u <br />m <br />N <br />nth <br />� <br />� <br />w <br />d -a <br />J <br />> CDu� <br />_=0 <br />a� o <br />C U Cti <br />a m X <br />" a <br />0 <br />Q ('V ro <br />?? Y <br />g <br />C. a� <br />E c <br />c3 o <br />m �- <br />�.o ti � <br />a. <br />CU <br />F <br />r <br />L. <br />vy <br />0j- <br />f, <br />_ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a <br />v E <br />0 <br />� <br />o <br />O <br />OD <br />Y% N W <br />C? <br />� <br />M <br />N CD ac u <br />N 5 J <br />LL <br />Cu-1. <br />LL 52 W <br />a <br />I1Q <br />V <br />Z13- <br />J W <br />m c rn o <br />t <br />eo _ <br />j '�NCD <br />o <br />W <br />Z <br />- W , m w <br />coNZ J J <br />N ov <br />Z <br />W <br />❑o <br />(111 <br />M <br />N CI <br />_ o � <br />z <br />Q <br />a <br />� <br />M <br />N <br />z <br />0 <br />v <br />0�/� <br />w o <br />Wa <br />v <br />J <br />p 8 <br />_! <br />v ) <br />0 <br />(v 00o <br />C:cNi4t <br />I� <br />0 <br />J <br />> <br />ca E <br />_� <br />> <br />a <br />Co Y <br />z <br />oa <br />F`D M <br />o <br />o E <br />o <br />�< <br />o � <br />a <br />z <br />�� <br />� <br />CIDw <br />�o <br />o� <br />� <br />Nm <br />zC:0Y <br />m <br /><� <br />aw <br />�Z <br />o� <br />a0 <br />W <br />`o <br />w <br />m <br />w <br />�0 <br />�o <br />Cl) <br />t <br />Qa <br />zla <br />o <br />d r <br />�3 <br />� O <br />a 0 <br />> L6 <br />0 <br />ai <br />m <br />L <br />T <br />(� <br />lf�o <br />a. <br />m <br />Ln <br />0 <br />O <br />Ln <br />-0 <br />M <br />> <br />Ln <br />LO <br />CV) <br />T <br />r <br />Q <br />m <br />' ^ <br />u , <br />M r <br />LO <br />o <br />Z <br />(E6 <br />Z <br />E <br />0 <br />cc <br />c <br />a <br />E <br />-8 :3 <br />c <br />L) ° <br />c o <br />JOB <br />NO: <br />23-06114 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />