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3 <br />W <br />0 <br />x <br />0 <br />cV <br />LID <br />a <br />0 <br />N <br />0 <br />Co <br />0 <br />I <br />pN <br />d' <br />C <br />Cr <br />0 <br />Q <br />rn <br />N <br />0 <br />v <br />a <br />E <br />H <br />0 <br />E <br />0 <br />x <br />52 <br />i <br />a <br />0 <br />0 <br />v <br />0 <br />LZ <br />N <br />0 <br />r� <br />v <br />0 <br />O <br />a. <br />N <br />0 <br />M <br />0 <br />0 <br />0 <br />U <br />Z <br />w <br />m <br />IE <br />a <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 />12 <br />INSULATION ---- <br />BAFFLE <br />INSULATION PEfR- <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 W1(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 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 CONCEALED. <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />aal <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 />fun <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o = 718" 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 />LL W <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />rB <br />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 />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 />U 4"x4" INSPECTION PORT AT <br />nJ EACH FILL CELL TYPICAL <br />UJ co <br />1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC, SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />El <br />I �a- iv a ; ' a .a FINISH GRADE 00 <br />M- <br />'' 80 <br />6x6 w1.4xw1.4 I I-rl I I —I 11=I =I I I I ° ri <br />WWF OR FIBERMESHI it II 1 II I II I I II I a ° I TILI�I I II I I- <br />I I III —III III <. I - <br />PT <br />(3) # 5 REBAR ON 3" CHAIR 1-r I I ( ' '�i—I i \—STD. 90'HOOK <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION i <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1" ^ <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <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. c <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN, 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSBF_ <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />X <br />BLOCKING AS <br />REQUIRED PER <br />D <br />n SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />Z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />- <br />-.:-F <br />15/32" OSB <br />EXPOSUREI l- <br />F <br />IT <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL 2, <br />C <br />Z <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />I SECTION X-X <br />uj <br />a_v <br />C <br />x <br />w <br />x <br />E <br />I- <br />2x STUDS w <br />BEYOND. 3: <br />SEE PLAN 0 <br />L <br />O <br />—1 <br />W <br />\�-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL SEE HORIZONTAL PLATE BEYOND <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAl r r-r r IA-rl 1Ar MrnnMnee <br />2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION g <br />3/8" "5" =NAIL 3/8" <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING <br />FOR ADDITIONAL INFORMATION. <br />_}G _S_ 3/4" 1/2" <br />'I 'I 1/2" <br />• <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" <br />NAILS TO STUD & (8)1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL- <br />BAND JOIST s u" <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 Od 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 = 355PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <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'IT" AND CORNER <br />DETAILS N <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 />.77 M <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 1i2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ 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 />TRL <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSONSPI W/ (10) 10d <br />NAILS AT EA. STUD <br />2x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />e . �w <br />a G <br />s=III ..A .d a. <br />a <br />�IIIIII III <br />SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />. p <br />A. <br />=1 I F t9 <br />III, I I I —I I TT- I i P I —I 1 I —I I Imo- (3} #5 CONT. ON 3" <br />lil. Ti(�i8 IT —lit 8 Il CHAIR W/3"MIN. <br />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 />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 />SECTION X-X <br />SFF 14IV46401 h- <br />2x CRIPPLES @ — <br />16" Q.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 MINIMUMy" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />JOINTS TO ALLOW FOR EXPANSION: FASTENERS SHALL NOT <br />Lu <br />J <br />PENETRATE SURFACE MORE THAN Y". <br />I- <br />9 <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ Bid COMMON NAIL <br />O <br />Z <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />�T <br />O w <br />Q NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />W <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />u� LL h O <br />O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER <br />F <br />, a , O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />a xr00to <br />v~i 00 0 'noU''X <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w p U. I- <br />MEMBER IF GABLE END <br />c a <br />NOTE: - <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" <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 />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 <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 />F-I-T \\ <br />o'OFN,yZ R <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 HORIZONTkL <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 4 •d a .. e A <br />d A <br />11 a, <br />a' .. p <br />M <br />91 I -III —I 11 a <br />1II��IIIIII1 <br />IIMII-, <br />(3) # 5 REBAR ON 3" CHAIR 4 1'-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 />ISTUDS <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 />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <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 />718" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />I� co <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />C= <br />sv <br />0 CD <br />Wiz";_ <br />` `o <br />rm <br />• � - C3_ <br />rya � <br />airs �' =. e� <br />ata <br />11 <br />W M <br />s� <br />0 <br />N <br />N <br />M <br />O <br />t. <br />4 <br />' � r. i �,.e • 0 <br />a <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 Flodda Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />rW� 'T E <br />INAR <br />o <br />40 CS, <br />8 J <br />0 � <br />N NcNiva <br />w a i1i <br />Q Cu <br />W <br />0 Y rj <br />J LL <br />Z <br />0 <br />Z .c @v <br />o <br />•- <br />o <br />' W 05 -cc°1 <br />¢ k z <br />W <br />x N mz <br />� w <br />��� <br />z O C� ❑❑❑ <br />W <br />QD M � <br />N (h <br />— � o <br />o �a <br />J <br />M <br />� � a <br />Q) <br />" <br />jt <br />4--d � <br />i(j— C) <br />0 LU o <br />Ly N <br />wa <br />LU <br />•.'�tg � _ ofo <br />m s <br />S <br />r U o <br /><c <br />N m <br />• <br />" <br />C <br />M <br />Y <br />Z <br />z <br />U_ <br />ENMI <br />zo <br />YN <br />F= 0 <br />1 N <br />20 <br />00 <br />6 E <br />oQ <br />g1 <br />QJ I- <br />�- <br />G. <br />it g <br />y <br />wZ <br />E !� <br />C: <br /><o <br />4 <br />mo <br />0, <br />�z <br />~°oa <br />Z <br />go <br />a <br />�w <br />m <br />N� <br />o <br />M <br />w< <br />aF <br />C O <br />o <br />T <br />y <br />>() <br />0 <br />rn <br />12 <br />co <br />co <br />i <br />M <br />cc <br />Q <br />Q0 <br />Y CO <br />C) <br />m <br />CV <br />c <br />LO <br />c"M <br />O <br />C)Q <br />O <br />o M <br />f <br />M M N <br />0 <br />z <br />E (� <br />c <br />m <br />E 0 a a? <br />cu <br />c <br />a <br />U _j Q 0 <br />J <br />JOB <br />NO : 23-00502 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />