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_ <br />i <br />7 <br />I <br />cD <br />F=- <br />v <br />0 <br />0 <br />N <br />I <br />Co <br />0 <br />00 <br />rn <br />cV <br />i <br />M <br />N <br />Ni <br />N <br />I <br />0 <br />v <br />N3 <br />0 <br />N <br />1 <br />LO <br />0 <br />cV <br />J <br />00 <br />N <br />I <br />r� <br />N <br />I <br />0 <br />o- <br />N <br />v+ <br />c <br />a <br />cV <br />cV <br />O <br />i <br />co <br />a� <br />E <br />0 <br />s <br />v <br />J <br />i <br />ai <br />LZ <br />Cn <br />U <br />O <br />cal <br />i <br />�13 <br />0 <br />a <br />a <br />c <br />0 <br />LZ <br />N <br />0 <br />CV <br />N <br />N <br />0 <br />O <br />a <br />C) <br />N <br />v <br />0 <br />Q <br />m <br />chi <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R9032, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />INSULATION — <br />BAFFLE <br />INSULATION P&f - <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) 10d @ 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 <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\ 0 <br />I <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.C: <br />FOR UNDERLAYMENTLU <br />STD. 90 HOOK (SEE DETAIL) <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/ AST D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TAB R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING -SEE <br />SCHEDULE - [RSHj - 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 />� <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />� <br />FOR MORE INFO <br />w <br />o7/8" <br />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 />LAYER 1/8" THICK. <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 />JBARRIER <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C_ ..d, a .. <br />N • i j d <br />M 1 I — — `. \ .`t <br />, Ad <br />6x6 W1.4xW1.4 _ 1. <br />A. <br />d ° <br />WWF OR FIBERMESH <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 />Cl) <br />0- <br />LU <br />v <br />4"x4" INSPECTION PORT AT <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 />410 6" BELOW GRADE <br />-INISH GRADE 00 <br />0? <br />- <br />o <br />— "--STD.90•HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION , <br />REV. 03.16.21 <br />SCALE: 3/4"= V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUDF,.. <br />2nd FLOOR W, <br />BEAMIGIRDER <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 />'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 />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />'END 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/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" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1063" @ 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 R <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. PLAT[ <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS: <br />FLOOR CONNECTION <br />@ MASONRY 1 ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />T <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 />B <br />SCALE:3/4"=1'-0" S6 <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=l'-0" S6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />112" 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 10'-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 WI A WWF OR FIBERMESH <br />d. ° ° .f• <br />a. de. <br />T <br />• I <br />111-1 �-II II I J— I r (3) #5 CONT. ON 3" <br />8" 1'-8"1 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 />15/32"OSB <br />EXPOSURE 1 <br />SHEATHING <br />�I <br />x II <br />PROVIDE <br />r- <br />x <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />o SECTION X-X IF <br />it II <br />NOT FULL <br />< HEIGHT SHEET- <br />it II <br />O <br />0C <br />Z <br />N <br />II III <br />JI _ IL <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T_T I I <br />1 OSS <br />I I <br />EXXPOPO5/32" SURE 1 F. <br />F <br />SHEATHING w <br />II II IqI I <br />SOLID 2x <br />III <br />O <br />III II II II I <br />BLOCKING @ ALL Z5 <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X- <br />uj <br />III <br />C <br />III x <br />II II <br />Rw <br />II <br />IIF x <br />E <br />W <br />2x STUDS <br />III <br />III II II II <br />BEYOND. r= <br />n <br />SEE PLAN o <br />III <br />I I I II I <br />III II II I I <br />O <br />N <br />11 <br />I11.._I <br />��_II <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" 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 20 #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 />VFRTI['d <br />SECTION X-X <br />T�7 <br />SFF �Oy, <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 />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 Ye" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />UJ <br />I <br />PENETRATE SURFACE MORE THANV8". <br />Z <br />UA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />2 <br />LL T <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL, <br />O <OD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />Cn <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />uj LL O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />F <br />y ¢ o n <br />�rOOrn <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />z l- w LL a <br />©(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />- N w a <br />MEMBER IF GABLE END <br />c m <br />NOTE' <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118". <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 />$CIA <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <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 <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 />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 />C :.d ° .. <br />E 4r— °d <br />a <br />N .° <br />"' - <br />III —I 1=111=1 I ° <br />—III 1�1-1�1 �� 4 ' .d � <br />_III —III —III . ° <br />-1II��IIIIIIIII_ <br />1 1 I I I I�--III I I I <br />Id <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />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 />4-4 <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 w/ (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />-III=�I 4z <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />!r'.) <br />cli <br />C ' 1 <br />%-o '. <br />' <br />O d LL <br />C <br />G tea U N <br />ro X <br />r C LL 4 <br />N rO O <br />N � <br />a� w <br />y <br />c <br />u <br />N <br />L <br />_ <br />d <br />� u <br />i G <br />'Q.0 <br />c E <br />cv o <br />a u <br />0 <br />,,,,C,oa4salutt o��i <br />C <br />C14 <br />CN <br />r 1b Av <br />ok <br />FLO <br />01`ESS10l� <br />nfilfitltmlloo <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 Florida Building Code - <br />Residential 7th 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 />H <br />CM E <br />0 • $ <br />V c N <br />N V yy J <br />Q C uuu <br />��LL a <br />U_ <br />Z — ei a <br />r o, <br />0 EC?G o <br />W o <br />W ��°'°' <br />m <br />Z LO N Z C <br />t= <br />N <br />Z OU o <br />W ❑ ❑ <br />(,� 93 - <br />0 <br />7 N <br />O 2"j <br />z CD <br />z <br />N <br />�Q) LL <br />hhh <br />4--J_ N <br />(� w <br />� <br />U <br />0 u, s <br />U 1 <br />�N y <br />c <br />-- <br />Y <br />0 <br />s�o <br />w <br />0� <br />M <br />M <br />H <br />N� <br />a <br />E <br />J <br />cti E <br />ECL o <br />a <br />V <br />o <br />O4 <br />E� <br />z <br />o E <br />O <br />cli <br />`g <br />& <br />W <br />w� <br />C <br />Y <br />8 °� <br />N3Zr <br />mo <br />o <br />0 <br />'<W <br />Z <br />a <br />LLa <br />�z <br />W <br />a <br />O <br />w¢ <br />-0 <br />'C C)1120 <br />>r-.,. <br />2 W <br />ui <br />m <br />N <br />F� <br />O <br />CU <br />T <br />N <br />N CL <br />ACV <br />00 <br />o ca <br />00 <br />F— <br />0 144*LO <br />+_-' <br />CV <br />Lf� <br />MM <br />W O <br />C <br />O <br />� <br />T N <br />CO <br />rLO04 <br />r- <br />a� <br />E <br />z <br />c M r— <br />_ <br />Sri CV <br />o <br />Z <br />E 0 .- <br />a <br />U _j Q 0 <br />C <br />_j <br />JOB <br />NO: 22-12493-12498 <br />SCALE ; AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />