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co <br />9�4 <br />pn <br />LO <br />LO <br />2 <br />0 <br />Z74 <br />LO <br />CID <br />C�l <br />I�D <br />C .1 <br />E <br />E <br />CL <br />E <br />0 <br />:9 <br />2 <br />hi <br />< <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 />_L� <br />INSULATIO <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/ 13/8" 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/ 1 Od <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 W18d <br />COMMON @ 6" OIC 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 />\,PER PLAN <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 />FRAMING SHEET FOR <br />SCHEDULE - [RSH1 - ON <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 />_j <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />LLJ <br />0 LU <br />0 = <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />—U) APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />U LAYER 1/8" THICK. <br />U=_ <br />Uj INSULATION PER <br />CHART ON FLOOR PLAN <br />_N� �R <br />rB <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />A <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE "X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7"O/C <br />CEILING & 8'O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />ARCHITECTURAL <br />BAND JOIST TYPICAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />LlJ <br />0 4"x4" INSPECTION PORT AT <br />M EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />LU <br />Ill <br />U) <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />Zr) <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />410 6" BELOW GRADE <br />/FINISH <br />'4 4 . <br />Id <br />GRADE 00 <br />I <br />C? <br />ll W1.4xW1.4 = <br />- <br />1. <br />.. . . 'i . ", <br />. <br />C? <br />z <br />WWF OR FIBERMESH <br />I <br />a'. <br />7. - '.A <br />_4 - <br />/ <br />Al <br />i W. <br />. . <br />_STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CH IR <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />41' <br />V-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=l'-O" <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/Z'NAILS TO <br />STUD <br />2nd FLOOR W <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" <br />NAILS TO STUD & (8) 1 Od x 11/2" 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 />)F BEAM OR GIRDER <br />'END SHEATHING TO <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 <br />rN <br />SCALE: N.T.S. <br />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION JIS16 <br />DECKING -� <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" Ol 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING ---WEEP SCREED <br />INSTALLED PER MANUF. <br />PLAN <br />\\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24' O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. KING & MIN. 4" EMBEDMENT <br />BLOC <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />41 <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />SCALE: 3/4"=1'--0" 1 <br />PARALLEL TO MASONRY WALL <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' <br />2"x BOT. PLAT[ <br />(2) 1 Od @ V 0.( <br />PRE-ENGINEE <br />FLOOR TRUS,' <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 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 />I <br />LL <br />LL <br />WEEP SCREED <br />INSTALLED PER. MANUF. C <br />C <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=T-1 S6 <br />— B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />-FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) ro <br />SCALE: 1 1/2"=l'-O" <br />� �6 <br />NOTE: SEE TYPICAL WALL <br />I <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />",/— <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />-1/2' GYP W.B. MIN.@ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 1i (R302.1 1) <br />[—EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP 1 W/ (10) 1 Od <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 351 MIN. <br />2 x STUDS@ 1l <br />TYPICAL TENSION 2601 <br />2X P.T. PLATE <br />1.4 x W1.4 WWF OR FIBERMESH <br />A.. '. - I I : - , <br />.. <br />%A <br />.-A 4A <br />- . .* . .. <br />A <br />. <br />* 'A. <br />(3) #5 CONT. ON 3" <br />V� <br />8" <br />CHAIR WJ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR <br />SCALE: 3/4"=l'-O" <br />�6 <br />ADDITIONAL SLAB INFORMATION. <br />15132"OSB <br />EXPOSURE1 <br />L <br />SHEATHING <br />PROVIDE <br />X <br />FRx <br />BLOCKING AS <br />REQUIRED PER <br />C <br />IF <br />o SECTION X-X IF <br />w NOT FULL <br />HEIGHT SHEl <br />z <br />FLOOR SYST <br />ET <br />M <br />4 <br />(2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />�-15132"OSB <br />FEXPOSURE1 <br />SHEATHING Lu <br />Lu <br />SOLID 2x <br />BLOCKING a ALL n <br />SHEATHING 0 <br />W <br />EDGES (SEE <br />OPENING <br />SFCTION X-X) <br />-J <br />W <br />10 <br />_x <br />�9 <br />21 <br />_2x STUDS W <br />BEYOND. <br />SEE PLAN <br />0 <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />W <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />u) <br />9 <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />0 <br />NAILATTOP PLATIETWO ROWS @4"O.C. w/8dCOMMON NAIL <br />, LZ <br />LL <br />@ <br />NAIL OPENING PERIMETER wl (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. <br />0 <br />@ <br />NAIL INTERIOR AT 6' O.C. wl Bd COMMON NAIL. <br />fn <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. <br />wl 8d COMMON NAIL <br />LU <br />W LL 0 x <br />CF <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />0 a <br />P 0 0 ch <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />" M <br />z <br />@ <br />(2) 8d NAILS @ 3' D.C. TO EACH TRUSS END OR @ VERTICAL <br />ou_� <br />0 <br />MEMBER IF GABLE END <br />2: a: <br />U_ LL <br />z' U) <br />NOTE: <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 112 <br />'\-2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />\_�HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". <br />2x RIBBON Ol VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />4"1/2, 1/2" <br />S 1/2'. S <br />S <br />SINGLE NAIL EDGE SPACING DOUBLENAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl 7/16" <br />FILITCH PLATE TO wl (2) 12d <br />9 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 />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ — <br />8" OIC TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />WALL SHEATHING INSTALL. <br />rc <br />� �6 & 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"x1l OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />G(2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W1 (2) <br />12d TOENAILS <br />ONLY <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 />�y <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />0 <br />0 <br />LOAD BEAR I NG/EXTER IOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />2x BLOCKING HORIZONTAII*-� <br />@ INTERVALS NOT <br />EXCEEDING 1i (R302 . 11) <br />I <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 350111 MIN. TYPI AL <br />TENSION 26011 <br />2500 PSI CONCRETE MIN. <br />SLAB W/ ii W1.4xW1.4 <br />WWF OR FIBERMESH <br />4 <br />co <br />-1 1 .1111111 A.' <br />-71 <br />(3) # 5 REBAR ON 3" CH <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR <br />ADDITIONAL INFORMATION, <br />me <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS7 <br />STUDS <br />JACKS <br />ISTUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />V4 <br />(1) <br />(2) <br />1 <br />1 <br />2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2 <br />(2) <br />± <br />(2) <br />(2) <br />#2 <br />(1)LSTA30 <br />(3) <br />(3) <br />(2) <br />(2) <br />(3)) <br />(3) <br />1 (2) LSTA3 0 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16' O/C <br />UCCO FINISH PER ASTM C. 926 <br />7/8" ST <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 />SCALE: 3/4"=V-0" <br />00 <br />FINISH GRADE <br />cm <br />CL C* <br />M " <br />-0 co <br />..7 Lj_ QL <br />C= <br />CN <br />-cc <br />C' <br />as <br />lb <br />tj <br />tv <br />41113 42 <br />W <br />up = <br />to CL �O <br />t_) <br />NN <br />6, C-4 <br />j <br />C;8 <br />F L 0 <br />0 <br />I <br />%00\ <br />To Me best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal, <br />APEEM <br />to <br />Mill <br />W <br />8 E <br />M 8 <br />(0 <br />CCOND C� 6 <br />0 r- <br />�Coo OD <br />J) r--'� f <br />04 0 <br />r: U. W <br />J_ <br />Z <br />CL <br />'a q <br />W <br />M 0 <br />§E 0 <br />Co C� <br />A 2 r-- <br />W <br />LL <br />- & <br />LO M Z <br />C14 < 0 <br />z <br />W <br />V <br />V) <br />�4 <br />43 <br />a) <br />GX:?! <br />(D 5 <br />4-1 <br />in <br />.e <br />0 <br />Ln <br />V) <br />i <br />U_ <br />E <br />0 <br />2 <br />Z <br />12 <br />< <br />0 <br />E U <br />C1 <br />0 <br />00 <br />0 � <br />z <br />E <br />< 0 <br />0 <br />= <br />Wz <br />� <br />M <br />C: <br />C: <br />0 <br />.0 <br />z <br />z <br />�0 <br />2 <br />2 <br />:5 <br />0 <br />z 8 <br /><� � <br />W <br />2, <br />Ez <br />0 t <br />g <br />C <br />2 <br />La <br />LO <br />LO <br />M <br />_j <br />(D <br />CD <br />U) <br />CD <br />Q <br />IN <br />M <br />LO <br />0 <br />0 <br />CN <br />0) <br />C.0 1 <br />.0 <br />CIO 04 <br />C) <br />0) <br />CO <br />a) <br />LO <br />< <br />Rt 04 <br />E <br />0 <br />C13 <br />z <br />E <br />ca <br />r_ <br />Ill <br />E0 0 <br />0 <br />M <br />4) <br />JOB <br />NO: <br />22-12365 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />