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0 <br />00 <br />00 <br />21 <br />M <br />0 <br />c <br />151 <br />n <br />2 <br />0 <br />M <br />i <br />m <br />00 <br />0 <br />LO <br />C <br />Cr <br />O <br />-a <br />a <br />n <br />n <br />g <br />N <br />i <br />0 <br />cn, <br />39 <br />N <br />N <br />a <br />E <br />E <br />O <br />0 <br />C <br />C <br />J <br />y <br />N <br />ti <br />U <br />-�7 <br />c <br />U <br />0 <br />i <br />a <br />0 <br />0 <br />J <br />f� <br />M <br />0 <br />N <br />0 <br />0 <br />0_ <br />O <br />cV <br />N <br />0 <br />a <br />m <br />0 <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) 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 5 1000 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' 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 - [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 />w PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />LU FOR MORE INFO <br />w <br />in 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 />Jf`w LAYER 1/8"THICK. <br />�w <br />vv—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />--METAL 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 />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />ST.._ <br />2nd FL00 <br />BEAM/GIR <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />IOR TRUSS/JOIST <br />2x STUDS @ 1- <br />2"x BOT. PLATE <br />(2)10d @ 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 />F <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8) 1Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15132" OSB <br />EXPOSUREI <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 />HEIGHT SHEET-C <br />rn <br />Z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING 2 <br />[T <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />w <br />Q. 0 <br />C <br />x <br />�w <br />x <br />E <br />r <br />_2xSTUDS i <br />BEYOND. U <br />SEE PLAN o <br />[I <br />A <br />rn <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 />2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION B <br />3/8" "S" = NAIL 3/8" <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CJ'6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING <br />FOR ADDITIONAL INFORMATION. <br />_S� 3/4" S 1/2" <br />1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 e <br />/2nd FLOOR WALL------- <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL l \ <br />SIMPSON LSTA24 STRAP w/ (8) ' 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. 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 />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 rN <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 />cr: a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />Uj <br />a AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />@ 4" 0/C, 2 ROWS STAGGERED <br />C .. G e . o. <br />Z17 <br />CV ° °' . +'a ' Q <br />'d. <br />FINISH GRADE 00 <br />FLOOR TRUSS SEE FRAMING PLAN <br />_ <br />rI 11= I <br />`I <br />- - - OF <br />FLOOR TRUSS <br />�I �ll-I I I I ° ° <br />III III=11=I I I I b A. <br />I=I (=I I=I I= T <br />SEE FRAMING <br />;:' " ., <br />WEEP SCREED <br />6x6 w1.4xw1.4 . <br />i 1=1=� <br />WWF OR FIBERMESH -I I I I �I �1 1 I I °' "III <br />_ <br />_ <br />J-I o z <br />-I I -I T <br />PLAN , <br />INSTALLED PER MANUF. <br />�� III —III I I <' <br />— I <br />2'x4 CROSS BRACE @ 48' <br />SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF <br />NAILS 24" O.C. INTO TRUSS <br />@ <br />I I I I II II I <br />STD. 90'HOOK <br />END WALL W/ (2)10dx3 @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR • , <br />W/3"MIN. CLEARANCE 4'" 1 "_8"" <br />(SEE DETAIL) <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />TYP 2-STORY WALL SECTION J <br />SEE DETAlL2/D2 FOR <br />MORE INFORMATION <br />REV.03.16.21 SCALE:3/4"=V-0" <br />S6 <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />TRL <br />RIBBONS <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 />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />' f( <br />a O ° <br />=M 11= <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 A x W1.4 WWF OR FIBERMESH <br />ICI <br />111—r1 II II I I II I ICI I I III (3) AI W/ 3" ON . <br />8" 1'-8" 8" l 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 />AT ALL PANEL BLOCKING <br />4LOCATIONS 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" Q.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 />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 Y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />ow <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y". <br />u) <br />rn <br />? <br />(3, 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 />q. Z <br />w= <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 />u=i <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />O w/ 8d COMMON NAIL <br />ow I O Qr <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />O <br />wl 8d COMMON NAILS @ 4" Q.C. (2) ROWS @ TOP & BOTT. <br />00U) <br />v~i OF m L'L <br />rn I-- <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O O <br />MEMBERIF GABLE END <br />U_ <br />NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118", <br />rc_,N 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"xl0" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (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 />o NiFRl0 <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" (R302.11) <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 />" <br />c 4 a . <br />M <br />A. <br />III —III —III II ` e <br />IIII IIIIIIIIIIII .9 e . <br />a P. ° —I <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 />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 />co <br />FINISH GRADE <br />— 00 <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />C►1�' <br />ors <br />_® <br />CV <br />m <br />C= <br />Q a <br />I-, <br />cc <br />T3�� <br />W C= <br />u M^. <br />fu <br />� GYP <br />,�1ss,(�,"�6`a1468i{fffg <br />8 <br />_ Nl <br />x <br />M 4' <br />1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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