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12 <br />ZZ7 <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/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7"O/C <br />CEILING & 8"O/C WALLS <br />1/2" GYP WEI <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYERS ASTIM TYPE 11 OR ASTM D4869 TYPE Ill 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 11 OR ASTM D4869 TYPE Ill 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 />.(2020YRESIDENTIAL <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROO <br />- SHINGLE ROOF 15/32"CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W1 8d @ 4" <br />O.C., 2 ROWS <br />lx2 NAILER <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />M <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) <br />FOR MORE INFO <br />LU <br />a LU <br />16" O.C. 2X S.P.F. STUDS <br />0 m <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 <br />7/8"CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 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 F- <br />j <br />W <br />LAYER 1/8"THICK. <br />COMMON @ 6" O/C EDGES AND 12' O.C. FIELD <br />INSULATION PER <br />uj <br />1/2"GYP. W13 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 />R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />I <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;,lo <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />�PER <br />0 <br />OR FELT <br />7PLAN <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/ 13/8 : <br />DRYWALL NAILS OR DRYWALL SCREWS 7 01C <br />CEILING & 8'O/C WALLS <br />—STD. 90TA00K (SEE DETAIL) <br />\�:_8"x8"X`16"CONC. <br />1/2"GYP WB; <br />KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: P SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1 x WD FURRING @ 24"0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAF <br />MIN. PSI MAY VARY PER <br />MUNICIPALI <br />E <br />04 <br />Tj_m <br />4 1 <br />6x6 Wl.4xWl.4 <br />WWF OR FIBERMESH <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />",--STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />4" <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE:3/4.=j,_0 C' <br />SIMPSON LSTA24 STRAP wt (8) 1 Od x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 x 1 1/2"NAILS <br />@ 24' O.C. <br />1 st FLOOR <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" <br />NAILS TO STUD & (8) 10dxl 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 />SHEARCAP= 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />'END SHEATHING TO <br />IF BEAM OR GIRDER <br />TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />SCALE: N.T.S. <br />S6 <br />SCALE: N.T.S. <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 />JOISTFOR <br />SHEAR WALL <br />ONLY. <br />-7 CORNER <br />TYPICAL 'IT" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTIONJ/S6 <br />DECKING-\ ATTACHEDWALLSHEATHING <br />IllTO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2ROWSSTAGGERED <br />i <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />I I <br />SEE FRAMING <br />C*�] I <br />---WEEP SCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"X4" CROSS BRACE @ 48" <br />\\-SIMPSON HETA20 wl (8) 10dxl 1/2" <br />O/C FOR THE 1 ST 2' -O"OF <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALLW/ (2)1 Odx3" @EA. <br />BLOCKING& MIN. 4" EMBEDMENT <br />END INTO 2" 4"BLOCKING <br />IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION j/"R <br />I <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEETYP.2-STORY WALL SECTION \, �sl <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' <br />2"x BOT. PLAT[ <br />(2) 1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS11 <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 />WEEPSCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 10dxl 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 <br />SCALE: 3/4"= -0. ��SIIS <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRYBELOW <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 />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) 0_� <br />SCALE: 1 1/2"=V-0" <br />"6,) <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.:S 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />PTS FOR WALL HGT. > 8'-6" <br />SIMPSON SP1 w/ (10) 1 Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE — <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 W1.4 x W1.4 WWF OR FIBERMESH <br />(3) #5 CONT. ON 3" <br />CHAIRW/3"MIN. <br />MidMid <br />ME 17 <br />q� <br />F8" l'-8" 1 8" 1 <br />CLEARANCE <br />-STORY FRAME SECTION <br />INTERIOR 2 rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />w <br />Ly <br />0 <br />0 <br />co <br />15/32'OSB <br />EXPOSURE1 <br />SHEATHING <br />r <br />-x <br />_x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />F <br />ItR <br />o SECTION X-X IF <br />-wi NOT FULL <br />HEIGHT SHEET- <br />c <br />Z <br />I <br />I <br />G FLOOR <br />SYST <br />M <br />i <br />(2)- 2x TOP PLATE <br />BEYOND 1 <br />:-15132"OSB <br />EXPOSUREI F- <br />w <br />SHEATHING w <br />SOLID 2x <br />BLOCKING @ ALL <br />Q1, <br />SHEATHING 0 <br />EDGES(SEE <br />OPENING <br />I <br />i <br />SECTION X-X) <br />w <br />L) <br />_x <br />rr!g <br />2x STUDS w <br />BEYOND. U) <br />SEE PLAN <br />11 <br />1��, <br />__ <br />I Y <br />I \-2x4 P.T. BASE <br />\_�FIORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3M' "S"= NAIL 3/8" <br />SPACING <br />J <br />1/2" <br />s 12 S <br />S <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS Sl IALL 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- D.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />44, <br />2x CRIPPLES@ - <br />16- O.C. W/ (2) 12d <br />TOENAILS T/13 <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)j- <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN <br />9 <br />NAIL AT BASE 2 ROWS @ 4' D.C. w/ 8d COMMON NAIL <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4- D.C. W/ 8d COMMON NAIL <br />LL X <br />NAIL OPENING PERIMETER wl (2) ROWS @ 4- D.C. W/ 8d CONIMC <br />F <br />0 <br />@ NAIL INTERIOR AT 6- D.C. wl 8d COMMON NAIL. <br />U) <br />STAGGER ALL VERTICAL JOINTS & ISLAIL @ 4"O.C. <br />W/ 8d COMMON NAIL <br />a lui <br />uj 0 <br />L <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEAD <br />0 ER <br />w/ 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. <br />U) U. <br />@ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR 0 VERTICAL <br />N Lu 20 <br />MEMBER IF GABLE END <br />LL X U. <br />Z_ (n <br />NOTE: <br />" " <br />f . 8d NAILS FOR WALL SHEATHING MUST BE MIN.1 31 <br />X 2 1/2 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN A". <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />�6 <br />REVISION 12-7-2020 <br />1 Od NAILS @ <br />BOX HEADER <br />8"O/CTYP. <br />DOUBLE 2x ONLY <br />;TU <br />CRIPPLE S Di <br />.0.) <br />TYPICAL (U.N.1 11.) _ I <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"xl 0" OR GREATER HEADER <br />L <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTER;OR HEADER: <br />(1) 2x SILLPLATE W/ (2) <br />12d TOENAILS <br />EXTERIOR HEADERS: <br />(1) 2x SILLPLATE 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 11/2" EACH SIDE <br />2x STUDSTYP. <br />P.T. BOT. PLATE <br />?/0, FLOOR TRUSS <br />RFAM <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />I-r% A lk Ar- IAIA I I I ir- A r%r-r-% r%r--rA If <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />\ <br />11 <br />5/8"DIA- x 1 0""J" BOLT W1 8" <br />EMBEDMENT @ 24- O.C. W/ 2-DIA. <br />x 3116"PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 Wl.4xWI.4 <br />!�r <br />WWFOR FIBERMESH <br />4' <br />cl) <br />M I <br />—11 IH J�AA A <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />l-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'-g' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9-16' <br />(3) <br />(3) <br />T2) <br />(3)7 <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 SP 1 W/ (10) 1 Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />c? <br />9 <br />(3) # 5 REBAR ON Y CHAIR 4' V-800 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING v <br />K�v <br />@ WOOD 1 ST FLR. 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