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3 <br />-v <br />E5 <br />cn <br />In <br />0 <br />21 <br />tzr <br />co <br />0 <br />-2 <br />0 <br />0 <br />I <br />N <br />s <br />J <br />tb <br />0 <br />0 <br />0 <br />0 <br />J <br />In <br />0 <br />ID <br />t <br />M <br />i <br />0 <br />C� <br />R <br />i <br />c <br />0 <br />3 <br />r <br />N <br />[CV <br />v <br />d <br />E <br />H <br />M <br />E <br />x <br />0 <br />c <br />a <br />i <br />0 <br />Q <br />J <br />L� <br />0 <br />L <br />0 <br />0 <br />CL <br />O <br />N <br />tz <br />U <br />0 <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 />ems\ I <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" 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 CONCEALE <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />AI <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 <br />'- PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />rn FOR MORE INFO <br />W <br />o = 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 />f- LAYER 1/8" THICK. <br />LU <br />1=L W <br />vj <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />----METALSEAT <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) 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 WALLI/N <br />SIMPSON LSTA24 STRAP wl (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 />'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'IT" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a 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 />RATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d <br />MUNICIPALITY 410 6" BELOW GRADE <br />;. @ 4" O/C, 2 ROWS STAGGERED <br />c <br />d % ' FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN <br />r e ,a <br />M will <br />FLOOR TRUSS <br />4°O SEE FRAMING6x6 W1.4xW1.4 I� I J a a A" 4. .". I —I (—I I =Ill= _ �' PLAN WEEP SCREED <br />I I �I I1-I I -I 4' I I -I J- o z INSTALLED PER MANUF. <br />WWF OR FIBERMESH <br />SIMPSON HETA20 w/ 8 10dxl 1/2" <br />—I I=I 2 x4 CROSS BRACE @ 48 ( ) <br />NAILS 24" O.C. INTO TRUSS <br />'-I I I I I I I III—Ij I I I O/C FOR THE 1 ST 2'-0" OF BLOCK KING & MIN, 4" EMBEDMENT <br />STD. 90'HOOK END WALL W/ (2)1Odx3" @ EA. <br />(3) # 5 REBAR ON 3' CHAIR (SEE DETAIL <br />W/3" MIN. CLEARANCE 4" 1'-8" ) END INTO 2"x4"BLOCKING IN KO BLOCK <br />TYP 2-STORY WALL SECTION J SEE DETAIL <br />MORE INFORMAMA FORTION <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />2ND FLOOR FRAME CONNECTIONrR <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" 0,( <br />PRE-ENGINEE <br />FLOOR TRUS,1 <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 />U <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />C <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />15132" OSB <br />AZ <br />EXPOSURE <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />Lu NOT FULL <br />H HEIGHT SHEET <br />C <br />z <br />z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING uui <br />T <br />SOLID 2x 9 <br />C <br />BLOCKING (M ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />d0 <br />C <br />x <br />�W <br />xuj <br />E <br />I- <br />2x STUDS w <br />BEYOND. u <br />SEE PLAN <br />U) <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 IAIAI 1 r1 r\/A-rI^kI r%IA^r%AAA <br />FLOOR CONNECTION g <br />3/8" <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPA, <br />FOR ADDITIONAL INFORMATION. <br />74 <br />SINGLE NAIL EDGE SPACING <br />TRU <br />RIBBONS <br />DETAIL (FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6,) <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 />2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 1 U-0" (R302.11) 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 />A ,4 <br />T— !° I�LTFI I1 <br />i I I,TI 11 �I I I —III —I I t -I I,�=TCHAIRW/3"MIN. <br />(3) #5 CONT. ON 3" <br />81, <br />, �—' 1 8� r—� 8„ <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 />DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />FLITCH PLATE TO w/ (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 />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 />8F40 (R <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 %" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />F¢- <br />PENETRATE SURFACE MORE THAN <br />v7 <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C, w/ 8d COMMON NAIL <br />z <br />S <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />co <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J a <br />wl 8d COMMON NAIL <br />J 2 <br />w LL � O <br />SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />OF <br />J > ,s O <br />¢ xF 00to <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />ai OF M LL <br />Z 00 �-' <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W O <br />MEMBER IF GABLE END <br />LL <br />W <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• Sd 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 />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)10d x 1 1/2" EACH SIDE <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 1U-0" (R302.11) <br />500IA. 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 />G e. A .. q <br />4' j <br />M III_III_III_II <br />a •, e a. ' <br />IIIIIIIIIIIIIIIII.9 � <br />- d 4 <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 />JACKS <br />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. 31RD 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 />FINISH GRADE <br />60 <br />-III=I' o z <br />1_I I I A l l ►— ' <br />(3) # 5 REBAR ON 3" CHAIR 4" T-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. S6 <br />iy <br />'. <br />V <br />m =p <br />> w <br />ei a' <br />e c,s rs <br />a � <br />Li - <br />cc a <br />CV �' <br />co <br />-ztw 4C <br />-_ 0 <br />is 9 f,3 a� <br />ay, � scl <br />c� <br />M <br />GV <br />O <br />CV <br />LO <br />O <br />'j. <br />sC <br />�•, SLiT <br />Cr <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 2020 Flodde Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />4 <br />V E 8 N <br />'s O N <br />5 <br />N <br />O <br />N <br />M <br />�Mva u IL a <br />c <br />.4 <br />J a Y <br />ii <br />Z <br />0 <br />= �o� 0 o <br />cc W <br />WW�pjO' <br />z <br />LL <br />IL <br />o cd O W <br />N M Z <br />n <br />U rV I=- <br />od❑1 1 <br />Z <br />W <br />V M � <br />Z N M <br />z & S <br />Q <br />J <br />o= <br />U) <br />M <br />1 QJ <br />c� n <br />o A <br />U <br />C) <br />0 <br />LU S <br />Cn <br />un <br />f6 <br />~- <br />c <br />LU <br />E <br />o i <br />L <br />Z g? <br />to, <br />u o <br />c911 <br />N <br />14 <br />o <br />�, <br />ch <br />o <br />z <br />z <br />z¢ <br />11 <br />ce <br />8 <br />E14 <br />Z O <br />U"z <br />Y N <br />zp <br />oa <br />Im f0 <br />ao <br />0o <br />_ CL E <br />o <br />o <br />0� <br />�_ L <br />wo <br />�z <br />�� <br />,� <br />CO C <br />¢o <br />< <br />mzi <br />o� <br />M I <br />U <br />om <br />z <br />aw <br />O <br />�z <br />U <br />N <br />? <br />a9 <br />z d <br />n z <br />W <br />o <br />ao <br />�0 <br />�3 <br />0 <br />w <br />=� <br />0 <br />Cn <br />61 <br />zi< <br />a <br />3 <br />O <br />J <br />LO <br />LO <br />ai <br />rn <br />E2 <br />Co <br />~ <br />co <br />C <br />0 <br />=3 <br />0 <br />U <br />m•i--+ <br />Q <br />O <br />"� <br />can c)cc <br />0 <br />C) <br />N <br />0 <br />00 <br />LO <br />C)L <br />M <br />Q <br />m d• <br />T <br />CV <br />M <br />o <br />Z <br />Z <br />E CD <br />N <br />E <br />a w <br />c <br />a <br />c0 _j <br />¢ o <br />JOB NO : <br />23-03655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />