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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER <br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION <br />(2020)-RESIDENTIAL <br />12 <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />ALUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />J w PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />W <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />J <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />W <br />= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />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 <_ 1000 <br />B R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />- METAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />17 PAPER FOR <br />V. MOISTURE <br />AVAI <br />BARRIER <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.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C ..4 <br />M W <br />I—III—I6x6 W1.4xW1.4IIIII=III=1 <br />WWF OR FIBERMESH I —I I —I I OI I III e <br />-IIIIII�IIII�IIII IIIII e <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 />LL <br />0 <br />4"x4" INSPECTION PORT AT <br />Ix <br />0- <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />M <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BEI OW GRADE <br />-INISH GRADE 00 <br />III \--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 />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO <br />STUDt <br />2nd FLOOR W, <br />BEAM/G!RDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" 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 />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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE 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. 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 SEE FRAMING PLAN <br />FLOOR TRUSS ' <br />°_° <br />SEE FRAMING WEEP SCREED <br />o z <br />PLAN • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ 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 CONNECTIONrR <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 />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) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />m <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />w <br />o SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET- <br />0 <br />Z <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 />15/32" OSB <br />EXPOSURE <br />F <br />SHEATHING w <br />x <br />SOLID 2x <br />BLOCKING @ ALL c <br />C <br />C <br />SHEATHING O <br />EDGES(SEE 0 <br />OPENING <br />I <br />SECTION X-X <br />d U <br />C <br />x <br />w <br />x <br />E <br />LU <br />2x STUDS w <br />BEYOND. U <br />SEE PLAN O <br />O <br />G` FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL sla" <br />SPACING <br />S 3/4" S 1/2" <br />1!2" <br />S 1l2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SFACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL W 7i16" <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 />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" <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%". <br />U) <br />? <br />C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />c7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />w= <br />OCj NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 w <br />C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />=n <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />OE <br />in <br />w/ 8d COMMON NAIL <br />Uj 0 <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> ¢ F O 5 <br />d cr o 0 W <br />F w/ 8d COMMON NAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. <br />�U) F m L ' <br />O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 O ~ <br />MEMBER IF GABLE END <br />LLLL <br />NOTE <br />rc 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 />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 TCENAILS <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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />RIBBONS ppXTFq� FLOOR TRUSS / <br />FNiti OR BEAM <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 />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />a <br />..� - eV <br />da ,4 <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. Wl <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 />III II I ITI I ICI I ITI�I I- #5 CONT. ON 3" <br />C <br />8" V-8" 1 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" <br />ADDITIONAL SLAB INFORMATION. <br />S�cFA�p%L <br />N <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 />G <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <br />0 <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 />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 />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />(2) ROWS OF 2x BLOCKING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />AT THIRD POINTS <br />2X STUDS @ 16" O/C <br />5l8"DIA. x 10" "J" BOLT W/ 8" <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />APPLY 3 LAYERS W/TOTAL THICKNESS <br />x 3/16" PLATE WASHER (MIN. <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />SHEAR 3500#. MIN. TYPICAL <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />TENSION 2600#.) <br />SIMPSON SP1 w/ (10) 1Od NAILS <br />AT EA. STUD <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />2X P.T. PLATE <br />WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER. MANUF. <br />ed °e <br />OO <br />a ° <br />FINISH GRADE <br />M -III—I—I I —I I . - <br />a III=1 I; o Z 00III—III—III ° III—III- <br />-111� a� a <br />III-1 I1 <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'_8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING rv� <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />MAY 12 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approvea <br />for compliance with the 2020 FBC 7th E dirinrr <br />by Debra Anne Klahr PX230� <br />N <br />p <br />N <br />M <br />N <br />M <br />. <br />- <br />Lo <br />CD <br />00 <br />4f <br />, / <br />Q <br />- 14 1,� <br />W <br />t'D <br />C <br />L <br />4 <br />l <br />W <br />z <br />Q <br />/N� <br />O L0 - <br />W <br />L ."'oo U <br />co <br />Mc • <br />Vi <br />c <br />V <br />s= = t <br />W 0 `�- O <br />TS\ <br />p <br />•� Q LL O Q <br />�N <br />O � <br />Q� <br />U W00 <br />v <br />V 0. <br />a <br />Cy <br />oU �; Wow <br />LU H-QerWg4zof <br />O gaQ <br />IY--1 OXUo Go o <br />QLij <br />=XJQ���zUU-ozri,- <br />onoO�ooZZ;Z <br />LU <br />� O Q <br />AZJwo <br />`zW <br />LY-(L0(> <br />�°ZzUoLUo <br />ELI �- gw¢ <br />�OQ� <br />i0 <br />o=0QZ9 <br />Q Q <br />J_ <br />O I- <br />O <br />O <br />N <br />OW <br />(n Z) r.. <br />O <br />o O <br />m M W <br />W Q Ln <br />rej <br />DC a ­4 <br />>- <br />Q Q 00 <br />Z I— <br />W <br />W <br />-j C) <br />N <br />N <br />CO <br />N <br />N <br />N <br />r- <br />A <br />4 <br />cV <br />C) <br />N <br />C)O <br />cV <br />O <br />O <br />0 <br />0 <br />001 <br />o <br />r <br />00 <br />r <br />00 <br />r <br />00 <br />r <br />O <br />N <br />O <br />O <br />r <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />o <br />N <br />O <br />N <br />O <br />N <br />o <br />N <br />N <br />0) <br />o <br />r <br />o <br />r- <br />00 <br />O <br />N <br />r <br />c+M <br />CD <br />co <br />4 <br />O <br />11 <br />O <br />Cn <br />O <br />d) <br />O <br />O <br />r- <br />O <br />r <br />N <br />o <br />O <br />0 <br />N L, <br />> <br />r <br />CD <br />N <br />CD <br />M <br />O <br />LO <br />o <br />Cfl <br />C)'^ <br />ti <br />M U) <br />Z Z <br />O_ <br />w <br />�Wfn <br />�o <br />O <br />Q <br />L �WW <br />Lo —0 <br />Z <br />Z <br />W <br />�co0Z <br />Z <br />z > J <br />Z�rl <br />Z Z <br />W <br />O<2Z <br />00 <br />U <br />�ZU) <br />Z 1- i <br />Q O <br />• <br />Z <br />U <br />Q <br />oD- <br />O"� <br />F- m <br />Z <br />S6J <br />Q <br />Z <br />z <br />Wce) <br />N <br />N <br />� <br />T— <br />LAST PLOT DATE <br />> <br />Mar. 23, 23 <br />Z Q <br />STRUCTURAL <br />_! <br />DETAILS —MONO <br />