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3 <br />-v <br />N <br />I <br />M <br />F- <br />22 <br />0 <br />Cr <br />0 <br />a <br />I <br />M <br />0 <br />M <br />_M <br />CID <br />M <br />-d- <br />cV <br />1 <br />M <br />a <br />IV, <br />O <br />I <br />M <br />0 <br />J <br />i <br />t2 <br />M <br />i <br />M <br />CV <br />0 <br />F- <br />2 <br />0 <br />C <br />Cr <br />0 <br />/ <br />c <br />L <br />M <br />O <br />i <br />a <br />a <br />0 <br />0 <br />c <br />J <br />ry <br />0 <br />v <br />J <br />a� <br />t7 <br />M <br />0 <br />N <br />N <br />0 <br />a <br />0 <br />0- <br />N <br />CD <br />N <br />ti <br />v <br />0 <br />d <br />0 <br />z <br />w <br />x <br />ng <br />m <br />v <br />cn <br />VINYL SIDING INSTALLED <br />PER MANUF. SPEC'S <br />OSB OR PLYWOOD w/ <br />APPROVED HOUSEWRAP <br />CONTINUOUS STARTER STRIP - SEE <br />INSTALLATION INSTRUCTIONS FOR <br />PROPER INSTALLATION METHODS, HOLD <br />1/2" BELOW TOP OF BLOCK WALL <br />WEEP SCREED UNDER <br />HOUSEWRAP <br />CEMENTIOUS FINISH <br />CONCRETE BLOCK WALL <br />VINYL SIDING TO CONC BLK <br />2 STORY MODELS SCALE: 3" = 1'-0" <br />ROOF FLASHING AND ROOF FLASHING FOR REME E <br />NT COMPONENTS TO BE IN ACCORDANCE REQUIREMENTTSS SEEE <br />R905.1.1 <br />w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS <br />12 G or H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH <br />EDITION (2020) RESIDENTIAL <br />INSULATIO ROOF SHEATHING - SEE <br />BAFFLE SCHEDULE - [RSH] - ON FRAMING <br />SHEET FOR SHEATHING AND <br />INSULATION P FASTENERS <br />CHART ON FLOOR <br />PLAN ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING oI 2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO <br />1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS O.C., 2 ROWS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A H- PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL Z) NAILED PER NAILING SCHEDULE SEE <br />SHEATHING JOINT DETAIL C/S6 FOR MORE INFO <br />t- <br />LU <br />16" O.C. 2XS.P.F. STUDS w VINYL SIDING INSTALLED <br />Cn PER MANUF. SPEC'S <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />J I•- <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD u- _ <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED w/ 8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA w/ eC S6 <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA �4 — — �, S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM , METAL SEAT <br />ER PLAN 0 PLATE <br />1 <br />d ' <br />1/2" HIGH STRENGTH OR 5/8" GYPWB(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 STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB 8"xWX16" CONC. KNOCKOUT <br />INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM ARCHITECTURAL FINISH <br />OF BAND JOIST TYPICAL <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />L v 4"x4" INSPECTION PORT AT <br />IX a EACH FILL CELL TYPICAL <br />LU <br />1x WD FURRING @ 24" O.C. a o AT GARAGE CONTRACTOR <br />BASEBOARD LO 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 />d MUNICIPALITY 4"to 6" BELOW GRADE <br />c <br />FINISH GRADE <br />M ' I—III=TTff-lTfl I I I <br />6x6 w1.4xw1.4 _ <br />WWF OR FIBERMESH'_I—I 11- T <br />-fills-f I I <. ITI-'I 1I- <br />r —STD. 90"HOOK <br />(3) # 5 REBAR ON 3" CHAIR I I I I hI <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO <br />STUDt <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 1 1/2" - <br />NAILS TO STUD & (8)10d x 1 '1/2" TO BA <br />JOIST AT EA. STUD <br />2nd FLOOR WALL— F <br />BAND JOIST — V <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) 1Od x 1 1/2" LIX <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. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />06; ; <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSSMOIST <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 />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 SFF FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)1Odx1 1/2" <br />O/C FOR THE 1 ST 2'-1 OF I I 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 -1 " " <br />2"x BOT. PLAT[ <br />(2)10d@6"OX <br />PRE-ENGINEE <br />FLOOR TRUSEI <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) 11 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />W. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) (O <br />SCALE: 1 1 /2"=V-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 1 U-0" (R302.11) EMBEDMENT @ 24" Q.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 2601 <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />o._ — _ _. — _ _° _ <br />Q tl _ d P O - <br />II=1I <br />I —III III — <br />III, (3) #5 CONT. ON 3" <br />— ICI' —III III —ICI ICI <br />8" 1'-8" 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" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB -11 IF <br />EXPOSURE 1 ( 11 x II <br />SHEATHING <br />�PROVZrl <br />IDEBLOCKING AS <br />REQUIRED PERSECTION X-X IF <br />_ NOT FULL <br />HEIGHT SHEETI <br />0 Z it II <br />--jI = E <br />G FLOOR SYST M <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 />T (1 <br />15/32"OSB <br />-EXPOSURE <br />II <br />XPOSUREI � <br />XPO <br />F <br />SHEATHING Lu <br />II II II I <br />SOLID 2x <br />III <br />III II II II I <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />IIIOPENINGIL <br />SECTION X-X <br />III <br />III x <br />II II <br />�w <br />II <br />IIF x <br />E <br />_ <br />2x STUDS W <br />III <br />I <br />III II II I( <br />BEYOND. I <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />co <br />II <br />L11_Ll <br />LL_11_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 />I _�G S_ 3/4"1/2" S4s,/2" <br />1/2" <br />'I 'I <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl7/16 <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 />VERTICAL BLOCKING <br />SECTION X-X <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANYa". <br />H <br />O <br />? <br />® NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <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 />O w <br />@NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />❑ <br />wl 8d COMMON NAIL <br />w F O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />> 4 r 0 in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />a ml-00to <br />m U. <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR '@ VERTICAL <br />z N w 0 OO ' <br />MEMBER IF GABLE END <br />Y <br />c 1i" <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 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 />2x CRIPPLES °� <br />2"x10" OR GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />10d NAILS @ <br />8" 0/C TYP. <br />1 <br />BOX HEADER ( ) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.( <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />Nt <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)11 x 1 1/2" EACH SIDE <br />oF4/QxrFR <br />y <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 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 />A. <br />° <br />M <br />-I ((—III—III e d III_ <br />III11II'_ <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />(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 />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />318" THICK EACH. 3RD LAYER 118" THICK. <br />SIMPSON SP1 w/ (10)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE <br />�IIII;' C>Iz I <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />C! <br />N <br />21 <br />C+?� d <br />'.: W <br />4r� o <br />7 coawCIA <br />c <br />. <br />0 <br />v M <br />Bc d <br />cc <br />"yN a® <br />c `;E <br />v <br />m-. <br />M <br />0 <br />CV <br />cl' <br />CV <br />0 <br />I,'v �o IIo1 <br />G' No PE7 '50 <br />STATE OF <br />• <br />O �, <br />;`' ` R C�C1 �1• <br />fid�dlitttl:l,i <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 />W S a <br />Q 00. 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