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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 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATION-15/32" <br />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 />PLAN <br />ALUMINUM DRIP EDGE <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 />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />C.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />J w <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />Uj <br />FOR MORE INFO <br />W <br />Lu <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 />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />� w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ <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 5 1000 <br />g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <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' 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 />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C <br />N�. .� � .4 a ,• ...a . G• n . <br />M �-_ _ ° <br />III = I C I I I I <br />II 1-I I=III-I I III 4. <br />6x6 w1.4xw1.4 I I -III -III -III -I I I I ° 4 <br />=. <br />"1III11I=III I I I <br />WWF OR FIBERMESH -T I I —I I—III=I I —_I I I —I I I( 4 ° <br />-II=� I I III 4 <br />STD. 9011OOK (SEE DETAIL) <br />8"&'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 />4"x4" INSPECTION PORT AT <br />CL <br />EACH FILL CELL TYPICAL <br />w <br />o_ <br />AT GARAGE CONTRACTOR <br />M <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />ZINISH GRADE00 <br />(3) # 5 REBAR ON Y CHAIR - I I ! ,III, ,III I I r 11� STD. 90(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'4" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />STUDS <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) 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 WALL <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1Od 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 />FLOOR TRUSS <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 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 "T'I 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 />SEE FRAMING WEEP SCREED <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 CONNECTION <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />R <br />S6 <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2) 1 Od @ 6" 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 />TRU <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) 1 Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />B.U.C. <br />(8) 1Od 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 o <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA, x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />° <br />. d' 4<U> <br />III -III <br />.. <br />° ° <br />4 ° <br />�° <br />-III <br />..4 A . . ° <br />III— ° I —III <br />11- <br />II1- <br />-III, ; 1=1 I —III —III —I I 1=�11- (3) #5 CONT. ON 3" <br />I III iT—I I —I 1 1 jl <br />CHAIR W/ 3" MIN, <br />8 8 <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 />U <br />LL <br />C <br />v <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />n SECTION X-X IF <br />L NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />z <br />G <br />FLOOtSYYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING W <br />x <br />SOLID 2x <br />C <br />BLOCKING @ ALL <br />p <br />SHEATHING 0 <br />EDGES (SFE <br />OPENING <br />SECTION X-X <br />LU <br />a L) <br />C01 <br />x <br />W <br />x <br />E <br />_2xSTUDS W <br />BEYOND. W <br />SEE PLAN o <br />O <br />U) <br />I '--2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I r1 rIinTl^Kl nIA^MARA <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />z _7r� S 3/4" S 1/2" <br />1/2" <br />S 1/2" <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 />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 MINIMUMy" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ya". <br />? <br />oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <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 <br />OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. <br />u=i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />o LL O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />J > ¢ � O U <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ ¢�OO(n <br />Zr- w 2 LL F <br />QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />K N W O <br />MEMBER IF GABLE END <br />LL � <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />ram/ <br />SFFA� <br />N� <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" 0/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 />�+1 <br />S4 <br />• INTERIOR HEADER: <br />10d NAILS @ <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />8" O/C TYP. <br />ONLY 12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />�FrF,Q/O FLOOR TRUSS / <br />V� <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />FRAME WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <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 />CC 4. d C <br />v 4 <br />4 <br />M 4_-I I I -I II -I 4 4 4 a <br />l I n 4O <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 />9'-16' <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 MAR 2 7/8" OVER METAL LATH. FIRST 2 LAYERS 5 2023 <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />Virtual Review Assist, I c. <br />Plans Review completed and approved <br />O0 for compliance with the 2020 FBC 7th Edition <br />FINISH GRADE by Debra Anne Klahr PX2300 <br />1=1 I i o z °� <br />II I II I r <br />(3) # 5 RE BAR ON 3" CHAIR J 1 4" l V-8" I <br />W/Y MIN. CLEARANCE i <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. 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