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b <br />w <br />4 <br />M <br />N <br />cI- <br />21 <br />cn� <br />0 <br />C) <br />0 <br />J <br />00 <br />Jul <br />0 <br />cn <br />Q <br />N <br />N <br />a <br />E <br />E <br />0 <br />x <br />0 <br />J <br />iy <br />2 <br />L= <br />0 <br />U <br />0 <br />0 0 <br />cJl <br />40 <br />U <br />N <br />'o <br />a <br />v <br />:a <br />i <br />a) <br />Cn <br />I <br />i <br />i <br />,o <br />U <br />a� <br />0 <br />N <br />f\ <br />0 <br />0 <br />CL <br />N <br />a� <br />0 <br />Q <br />m <br />0 <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />12 <br />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 l <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" 0/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. PLAN <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' 0/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 />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />.a <br />' <br />.d d' <br />CV <br />r �—I � � � <br />M I _ <br />III _ _ _ I 1 _—1 I <br />= <br />� . <br />II— II ,— I I I <br />6x6 W1.4xW1.4 I I — <br />I I <br />II <br />a <br />.4 .°. <br />WWF OR FIBERMESH jI I I IjIL�I I I <br />III—III-11I I <br />d <br />ad <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 - [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 />~ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />U' FOR MORE INFO <br />w <br />LU <br />O c=n <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�INSULATION PER <br />CHART ON FLOOR PLAN <br />rB <br />R <br />S6 S6 <br />ETAyr LSEAT <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 />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />cr w CL EACH FILL CELL TYPICAL <br />0- <br />AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />GRADE <br />„L „'Ili—T '--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 />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 />BAND JOIST <br />*SIMPSON LTP4 wl <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8)1Od 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 />SCALE: N.T.S. <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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. 16 <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 />°P SEE FRAMING WEEP SCREED <br />o z T PLAN ; INSTALLED PER MANUF. <br />i <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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 KR <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 TRUS; <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR, SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <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)1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=1'-0" <br />RIBBONS <br />15/32" OSB <br />EXPOSURE <br />ax <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />0 SECTION X-X IF <br />La NOT FULL <br />HHEIGHT SHEET- <br />coC <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING o <br />U7 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />av <br />C <br />x <br />� w <br />x <br />E <br />f- <br />2x STUDS w <br />BEYOND. <br />SEE PLAN 0 <br />Id <br />0 <br />— <br />i -2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM Inrnr r r—r r—%1n-r1^K1 r 1A^r%n.e <br />B 3/8" "S" = NAIL 3181, <br />SC SPACING <br />V S 3/a" S 1/2' <br />7� 1/2" <br />o . • I� S • 1/2 <br />SINGLE NAIL EDGE SPACING DOUBLE NA EDGE SPACING <br />DETAIL FLOOR TRUSSro <br />SCALE: 1 112"=1'-0" S6 <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 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 W1.4 WWF OR FIBERMESH <br />d •• . �e a ^' ev <br />O <br />_I I h-Wil III 111I LM j:FI I I�T <br />(3) #5 CONT. ON 3" <br />8, 11 1 �-811 8'' CHAIR W/ 3" MIN. <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 wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />S�c�p//p041 <br />WN <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 />OpFN�R�OR <br />NO <br />WALL SHEATHING MAYBE 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 />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANy". <br />co <br />z <br />— <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 />LL <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />Lu <br />UD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />W <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />0 <br />w/ 8d COMMON NAIL <br />J <br />w LL � O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />O 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />aF oov, <br />rn 00'0 m u_ <br />K U) Li 0 " F- <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W 0 <br />MEMBER IF GABLE END <br />cNu <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />Sg & NAILING SCHED. <br />REVISION 12-7-2020 <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 />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 />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 />,BEAM <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 />`r WWF OR FIBERMESH <br />d d <br />Nd ° <br />-III—III—I I I d ° a , <br />IIII IIIIIIII III 4 <br />—III—III 4 ° <br />(3) # 5 REBAR ON 3" CHAIR 4" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />0 <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 />(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 />IL FINISH GRADE 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />G <br />'c •. = <br />a� 'o <br />NLai <br />V -= '= <br />w <br />®� <br />C Rt C.i C` 4 <br />to y< <br />N'cc C <br />!tc ,- ccat <br />eu <br />_0 <br />_'E y c <br />c 3 m <br />ets <br />c E <br />R Q <br />tJ <br />V <br />44 B ►fir <br />�N``�Qaaaa <br />U �� • �� Off' <br />CD <br />�0FIE <br />r�r ca�QNP \ <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W '�tE <br />t oS <br />N 0 <br />V cc N <br />0 <br />0^R 2°°- <br />M NC) <br />ai <br />-I �- W <br />Li. <br />tQ M <br />V J LL <br />W a <br />Z N'Cv o <br />0 <br />E@9o <br />W 0 N N� 0 �c <br />I g °. <br />W W c? m w <br />z Co <br />N O C) 00 <br />W ❑ <br />Z N M <br />o� <br />z Co <br />z <br />y <br />J <br />0- <br />N <br />M <br />N 2! V <br />U <br />Q) .2 <br />Cn LL <br />w <br />f6 e <br />0 W o <br />VN N <br />�U-) <br />- r 8 <br />Rigw <br />U o N <br />c `) <br />o <br />M <br />z$ <br />w <br />Z <br />M <br />O S <br />Q <br />zo <br />>� <br />0 <br />m J <br />mo <br />wo <br />F.-. C <br />X U <br />a¢ <br />0O U <br />� <br />N <br />�o <br />0 <br />¢n <br />z <br />y <br />U <br />N <br />o <br />U LL <br />z <br />to J <br />m <br />a <br />Q W <br />z z <br />Q <br />$� <br />g° <br />a z <br />U <br />W <br />as <br />o� <br />z <br />�3 <br />O <br />�V <br />FIB <br />}a � <br />is <br />o3 <br />o Q <br />> <br />ui <br />m <br />0 <br />T <br />C) <br />r <br />Q <br />T <br />Inm <br />4—+ <br />N <br />O <br />N <br />C) <br />N <br />N <br />Q <br />ui <br />m <br />N <br />o <br />z <br />E N <br />O <br />a <br />a <br />E '0 ?? <br />U Q p <br />c <br />JOB <br />NO : 22-08305 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />