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12 <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 WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYERS ASTM TYPE 11 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 11 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 />PRE ENGINEERED <br />WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />-SHINGLE ROOF <br />-SHINGLE ROOF <br />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 W/ 86 @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />_j PLYWOOD 3HEATHING <br />j <br />2X BLOCKING @ EA. WALL <br />_ <br />=) cn <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />0 W <br />m <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 cn <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 />_j <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />I <br />= 3 Wr' <br />LL <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12- O.C. FIELD <br />07 <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 15 1000 <br />R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTs,roPPING SHALL DIVIDE THE CONCEAI ED <br />S6 S6,) <br />SPACE INTO APPROX. EQUAL AREAS. r=tw <br />FLOOR SYSTEM ETAL SEAT <br />— <br />- <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 />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />6x6 W1.4xW1.4 <br />WWF OR FIBEI <br />1�/ <br />r <br />ORFELT <br />APER FOR <br />MOISTURE <br />BARRIER <br />1x WD FURRING @ 24"O.C. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />'01 <br />- . I. - ' : . 7 <br />d <br />A4 <br />115 1 1 <br />4 <br />if I=t <br />4 A <br />31� A <br />STD, 90 �IOOK (SEE DETAIL) <br />8"ff'X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS kSEE <br />FOUNDATION PLAN & NOTES) <br />cl) <br />C4 W 4"x4" INSPECTION PORT AT <br />, V <br />x 0. EACH FILL CELL TYPICAL <br />LU (n <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />NISH GRADE 00 <br />",-STD. 90*H <br />"CH (SEE DETAIL) <br />OOK <br />(3) # 5 REBAR ON 3 AIR" <br />W/3" MIN. CLEARANCE 4" 11-811 <br />TYP 2-STORY WALL SECTION r-T <br />SCALE: 3/4"=V-0" S6 <br />C? <br />SIMPSON LSTA24 STRAP w/(8)10dx 11/2" NAILS TO <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 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 />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />'END SHEATHING TO <br />IF 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 'IT" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. 1\ �6 <br />ND FLOOR FRAMING - SEE <br />ECTION J/S6 <br />TTACHED WALL SHEATHING <br />0 BOTTOM PLATE/CHORD W/ 8d <br />4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />SEE FRAMING <br />WEEP SCREED <br />PLAN <br />INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />O/C FOR THE 1 ST 2'-0" OF <br />NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. <br />BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />L <br />SEE DETAIL 2/D2 FOR t <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" OX <br />PRE-ENGINEE <br />FLOOR TRUSE <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 W1 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />SI M PSON H ETA20 w/ (8) 1 Odx 1 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 />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 />B.U.C. <br />(8) 10d NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-0" "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 />GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />//---1/2" <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 W1 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 />I 11.9. Lr-,-rp- LIJ7M-1LtM-LLrm- #5 CONT. ON 3" <br />F. CHAIR W/ 3" MIN. <br />8" T 8" CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1-4- <br />ADDITIONAL SLAB INFORMATION. �\_S16 <br />LU <br />U=' <br />610, <br />B <br />15/32" OSS <br />EXPOSURE1 <br />SHEATHING <br />_x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />f <br />L <br />0 SECTION X-X IF <br />I <br />L�u NOT FULL <br />HEIGHT SHEET- <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />:-: — 15/32" OSB <br />-fla- <br />EXPOSURE1 <br />SHEATHING LU <br />LU <br />m: <br />SOLID 2x U) <br />BLOCKING @ ALL <br />SHEATHING <br />EDGES (SEE <br />OPENING <br />SECTION X-X) <br />L�u <br />U <br />m <br />—X <br />/ <br />I <br />a Uj <br />I <br />LU <br />_2x STUDS Uj <br />= <br />BEYOND, <br />SEE PLAN <br />0 <br />L-OL <br />11 <br />U) <br />I "I-2x4 P.T. BASE <br />`�HORIZONTAL PLATE BEYOND <br />2x RIBBON OR-r VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM MAI 1 rl f-%1A'r1^k1 MiAr�MARA <br />'S" = NAIL <br />3/8" <br />a.. SPACING <br />3/4" <br />S 1 /2'. <br />46 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDG SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL 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" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ - <br />16" O.C. W1 (2) 12d <br />TOENAILS TIB <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <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 BLOCKINGATALL EDGES. A MINIMUM Y,' <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y8". <br />NAIL AT BASE 2 ROWS @ 4" D.C. W/ 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" D.C. w/ 8d COMMON NAIL <br />z <br />U_ <br />NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. wl 8d COMMON NAIL. <br />c <br />0 <br />n <br />@ <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />m <br />W <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. <br />w/ 8d COMMON NAIL <br />0 Wm <br />W Z) �_ 0 <br />j LL <br />CF: <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />_5 >- � �: <br />w/ 8d COMMON NAILS @ 4 " D.C. (2) ROWS @ TOP & BOTT. <br />0 �M t; 2 U_ <br />-,M-JZ) <br />LL <br />@ <br />(2) 8d NAILS @ 3- OC� TO EACH TRUSS END OR @ VERTICAL <br />K U) U1 <br />c,4 LU 0 0 <br />cr <br />MEMBER IF GABLE END <br />U_ <br />NOTE <br />WALL SHEATHING INSTALL. <br />& 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 />4N <br />2"x`10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />* EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />e OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />2X STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />SECOND FLOOR LOAD BEARING/EXTERIOR <br />1/.-- <br />FRAME WALL HEADER DETAIL M <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 />-A <br />4 <br />A A <br />'4 <br />I 1��l I 1��11 15 -11 4 <br />A <br />4 <br />ce <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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 />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />— <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <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 SP1 w/ (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF, <br />00 <br />GRADE <br />co <br />C) <br />(3)#5REBARON3"CHAIR-1 4" 1 V-8" <br />W/Y MIN. CLEARANCE <br />ALTERNATE FOOTING /1001�\/ <br />@ WOOD 1 ST FLR. 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