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(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE <br />II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE <br />ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />INSULATIO <br />BAFFLE <br />15/32" CDX PLYWOOD OR 7/16" <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 />` <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 />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />DOUBLE 2x S.P.F. TOP PLATE <br />O.C., 2 ROWS1x2 <br />NAILER <br />w <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />co <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />a = <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) 10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />F <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 />" _ <br />INSULATION PER <br />I <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />IY. <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 />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />112" 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 />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONIC. KNOCKOUT <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />CM <br />L <br />4"x4" INSPECTION PORT AT <br />a <br />EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. <br />W <br />a <br />CO <br />a <br />AT GARAGE CONTRACTOR <br />BASEBOARD <br />N <br />TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY <br />4"to 6" BELOW GRADE <br />C _ ..'d <br />E <br />N <br />a e a .° _ <br />FINISH <br />GRADE <br />—I <br />I El I—III=I <br />I I —III —I II I I <br />6x6 w1.4xw1.4 III —III —III —III —I I <br />I I=1 I I —I 11=II I <br />III <br />I I <br />III <br />-° ..a ' <br />__ <br />III —I 1—I <br />I I I —I <br />—_ _ <br />I I —I 11 - <br />I I —I I I- C? <br />OP <br />Z r <br />WWF OR FIB ME IIIIIIIII�I�IIIII <br />III►IIIIIIIIIII <br />r <br />IIIIIa° <br />—STD. 90`HOOK <br />(3) # 5 REBAR ON 3" CHAIR -I I I � , , I I=I I III 111— <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <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 />STUDi <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) 1Od 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) 1Od x 1 112 <br />NAILS TO STUD & (8) 1 Od x 1 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 />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 />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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/BAN D <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 />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF 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 R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' " a' <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSEE <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 I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <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 />SCALE: 3/4"=1'-0" <br />B.U.C. <br />(8) 1Od NAILS TO <br />STUD PER STRAP <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 SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" <br />FITS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 1 Od 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 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIIBERMESH <br />c -I <br />hill l 1 11= <br />!II, IIIIiIIIIIiIllllilllllilllllillll (3)#5CONT.ON3" <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" <br />ADDITIONAL SLAB INFORMATION. <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />w <br />o SECTION X-X IF <br />NOT FULL <br />- <br />'< HEIGHT SHEET- <br />o <br />) <br />Z_ <br />O <br />G FLOOR SYST M <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 />15/32" OSB <br />EXPOSURE F- <br />F <br />SHEATHING W <br />W <br />SOLID 2x rn <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES(SEE U) <br />OPENING <br />SECTION X- <br />a0 <br />1 <br />C <br />xEll <br />w <br />4 <br />x <br />E <br />� <br />2x STUDS LU <br />BEYOND. rn <br />SEE PLAN 0 <br />0 <br />U) <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 1/2„ <br />1/z" <br />I- S ` <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 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 />VERTICAL BLOCKING <br />SECTION X-X <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 />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 <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THAN Ys". <br />F. <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. W18d COMMON NAIL <br />C7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 w <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />0) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />J LU 2 <br />W LL O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J >¢ H O in <br />a:FOOcn <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />u> OF 'W 'n LL <br />t@G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N W p o <br />MEMBER IF GABLE END <br />LL _, <br />z <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" 0/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />;4 <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <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 />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1Od x 1 1/2" EACH SIDE <br />0 N/FR�p,4 \\ <br />N� <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 />(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 2500#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 r <br />WWF OR FIBERMESH <br />a <br />c ° ° v a <br />"' I —I I I_ <br />7111 a <br />-1�1111=1 I11 II <br />�(I,� III °_a <br />III-III=�' <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1 ST FLR. SEE J/S6 FOR <br />ADDITIONAL INFORMATION. <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2112" <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 />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <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 />1 (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. 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