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3 <br />x <br />W <br />I <br />I <br />N <br />i <br />M <br />N <br />v <br />7 <br />0 <br />Q <br />0 <br />r- <br />0 <br />0 <br />J <br />C14 <br />Cr <br />C <br />rn <br />3 <br />0 <br />0- <br />E <br />E <br />v <br />LZ <br />0 <br />0 <br />U <br />Cn <br />iu <br />'o <br />i <br />a- <br />0 <br />15 <br />V <br />J <br />ti <br />0 <br />0 <br />a <br />O <br />0- <br />°; <br />0 <br />�Q <br />m <br />v <br />cn <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 />INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <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" Q.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 51000 SQ, FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />A <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 />FOR UNDERLAYMENT <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 - (RSHI - 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 rLl PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />to <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 />W LAYER 1/8" THICK. <br />�w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />(" B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" 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)1 Od 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)1 Old 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 />kTE 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/BAN D <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 />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE <br />BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING <br />MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />N ° d FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN <br />M ' FLOOR TRUSS <br />'I —III=IIh=T�i III �— — 7—T00 1 <br />SEE FRAMING <br />6x6 W1.4xW1.4 WEEP SCREED <br />- T=III—T I a j I I= o? PLAN INSTALLED PER MANUF. <br />WWF OR FIBERMESH °III—�- <br />III-111=III II ° III- „ <br />III —I � I=I ( I — I 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2 <br />_ NAILS 24" O.C. INTO TRUSS <br />' O/C FOR THE 1ST 2'-0" OF @ <br />III—Il,,111-11' STD. 90°HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" END INTO 2"x4 BLOCKING IN KO BLOCK <br />TYP 2-STORY WALL SECTION j SEE DETAIL2/D2 FOR <br />MORE INFORMATION <br />REV.03,16.21 SCALE:3/4"=1'-0" CJ`6 <br />2ND FLOOR FRAME CONNECTION 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)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />TRL <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 />LL <br />LL <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />u <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />SCALE:3/4"=V-0" S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS o <br />SCALE: 1 1/2"=V-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 />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) 1 Od <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 />C6W1 .4 x W1.4 WWF OR FIBERMESH <br />IA <br />4 6 <br />—I 1 I <br />III <br />11 I <br />III„rt I �IIIIIIIIU�IIImIII���1 I-' (3)#5CONT. ON3" <br />CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />X <br />F1 <br />BLOCKING AS <br />REQUIRED PER <br />D <br />a SECTION X-X IF <br />uj NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />Il/ BEYOND I <br />- <br />- <br />7— OSB <br />EXPOSUREI <br />F <br />F15/32" <br />SHEATHING Lu <br />w <br />= <br />SOLID 2x co <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />uji <br />IL <br />C <br />x <br />�Lu <br />xLu <br />E <br />F- <br />2x STUDS Lu <br />BEYOND. 0 <br />SEE PLAN o <br />0 <br />U) <br />I �2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING SEE PLAN <br />SYSTEM IAIAi ( ri P1/A-r1^AA n(A^MAse <br />Zt� <br />" "S" = NAIL 3/8" <br />SPACING <br />,/z" 3/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 w/ (2) 12d <br />TOENAILS EA, END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />vFanra <br />SECTION X-X <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 />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 Y8" <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 THAN Ye". <br />Fq- <br />0 <br />? <br />0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />CD© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl8d COMMON NAIL <br />Z <br />_ <br />V_ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />of <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />w LL O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />r 0 aw/ <br />q =I-000 <br />8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />U <br />z <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N Li0 O~ <br />MEMBER IF GABLE END <br />c <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />(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)1 Od x 1 1/2" EACH SIDE <br />0�FRi0R <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 HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.1 1) <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 />° 6 w <br />d ° <br />M -III—III—III—II °.q..°°. .�.° A, <br />e <br />-III--III—I <br />--III III II 4 4- <br />II—III <br />III-III=� <br />(3) # 5 REBAR ON Y CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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 />SIMPSON <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 />1 (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 />oo <br />FINISH GRADE <br />— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />�0 <br />c+� <br />C-4 <br />C= <br />c\t <br />cs <br />f >w <br />Z o` C, c= <br />an O <br />U <br />N f6 CD a.. <br />41 a� <br />cY <br />3 cc <br />cu <br />c <br />o <br />a 'v <br />o. <br />\01111111ttill <br />\N <br />� <br />.a �. • <br />r N <br />• \� <br />_ <br />6 O <br />6. <br />U ��o <br />'� ''•. FL O <br />•' <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 />N <br />"t Eo <br />Q 8 <br />O N o <br />- ti <br />eQ CO (D W N Co <br />G <br />��� R <br />tl1 ili�r-� J <br />N � cr FL25 " <br />Q C J 2 W <br />J U_ S5 a <br />Z 5 c <br />Ec 42 O o <br />Ci fU N (_0 <br />m <br />Wink°~?°' w <br />L LO m Z Q J <br />a N OU < 0 <br />W <br />o a <br />Z N <br />Z o <br />� <br />Q <br />J <br />a <br />M <br />t/71 zCz <br />Q) CD 0 <br />4-, <br />LU <br />Q m <br />U <br />0Q) w o <br />( / I [y N <br />V C <br />w <br />E <br />I <br />U o <br />- U) 0 <br />ri, <br />¢ c, 0 <br />—o <br />sm <br />o <br />CO <br />W <br />M <br />z <br />z <br />it <br />J <br />LL <br />Q of <br />zo <br />0o <br />>N <br />z <br />aN <br />Z� <br />FC— <br />Q <br />00 <br />O <br />N <br />a <br />ao <br />Q <br />X. <br />W <br />L <br />O <br />�S< <br />om <br />0 <br />mo <br />2 <br />C:U <br />O <br />> <br />�Z <br />o� <br />�U <br />aw <br />m <br />3 <br />wLL <br />gao <br />z <br />=G <br />w <br />'o <br />o <br />ova <br />V <br />za <br />0 <br />v O <br />2 <br />O"It <br />rn <br />cc <br />C� <br />O <br />co <br />O <br />00—NCU <br />— <br />O <br />Ci <br />U) <br />4-0 <br />LO <br />a_0 <br />co <br />04 <br />O <br />00 O <br />N <br />Q <br />ui <br />E <br />w M N <br />c <br />0 <br />Z <br />Z <br />y T <br />E <br />lD <br />C <br />a <br />E w <br />U Q p <br />C <br />°i <br />JOB <br />NO: 22-12359 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />I I I FF —7 T Il i Tel fT <br />