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(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR <br />LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE 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 />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 />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />_j 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 />0 `/) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPL Y 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />� w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL = 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 />g R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONIC <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />p <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />°.° <br />. <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 />112" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />v <br />c <br />T <br />M 1-I <br />6x6 WlAxW1.4 <br />WWF OR FIBERM <br />1x WD FURRING @ 24" O.C. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />_-I 11-I I I -I 1 ` <br />I -I 11=11 f=1 1111 ° ° <br />11 ° <br />;H 1�11111111111111111111 11111 <br />-711 1—III—III III . ° Q° <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 />v 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />Lu <br />v) <br />0- <br />a AT GARAGE CONTRACTOR <br />EO N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />:INISH GRADE 00 <br />(3) # 5 REBAR ON 3"CHAIR - III III 1 I I 111-1 I STD. 90 `HOOK <br />— (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8 <br />TYP 2-STORY WALL SECTION <br />SCALE:3/4"=1'-O" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />ST.._ <br />2nd FL00 <br />BEAM/GIR <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) 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 />1st FLOOR WALL— <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 FRAME CONNECTION <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />eTE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1"' ^ ^ <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />15132" OSB <br />EXPOSUREI <br />SHEATHING <br />2X4 RIBBONS, EACH W/ 4-16d <br />PROVIDE c <br />NAILS INTO EA. FLOOR TRUSS <br />BLOCKINGAS <br />REQUIRED PER <br />WEEP SCREED <br />W <br />= <br />o SECTION X-XIF <br />J NOT FULL <br />INSTALLED PER. MANUF. <br />o <br />HEIGHT SHEET - <br />O <br />K <br />SIMPSON HETA20 w/ (8) 10dx1 1/2"co <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />���) <br />SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3A"=1'-O" <br />FOR ADDITIONAL INFORMATION. <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 />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" AND CORNER <br />DETAILS N <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 />O0 <br />SEE FRAMING WEEP SCREED <br />o z T <br />,2 <br />PLAN ,. a <br />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 R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 <br />SEE TYP. 2-STORY WALL SECTION <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)1Od 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" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SEE SHEATHING <br />SPECS ON FLOOR <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'-611. (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 />°. de O.° d. .. <br />°. d <br />III : .. 0'. <br />1=III-III- <br />III=_TITTII=ITI=III-III-III II 1� <br />-III„III III ;III ;III ;III ;III- (3) #5 CONT. ON 3" <br />8' l 1'-8 l 8 ` MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3A"=1'-O" S6 <br />ADDITIONAL SLAB INFORMATION. <br />G` FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IA/AI 1 re P-\/A rel1A1 r%IA-%r%AAA <br />(2)- 2x TOP PLATE <br />BEYOND <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />SOLID 2x <br />C <br />BLOCKING @ ALL j <br />C <br />SHEATHING 0 <br />(SEE <br />OIAEDGES <br />OPENING <br />SECTION X-X <br />n. 0 <br />C <br />x <br />it w <br />x <br />E <br />w <br />2x STUDS <br />BEYOND. _ <br />m <br />SEE PLAN 0 <br />O <br />4t"" "S" = NAIL 3/8" <br />PACING <br />3/4"1/2" 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 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 />T�7 <br />SFFA �pw <br />44N <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 Y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANy". <br />Z <br />O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />C7 <br />O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL = <br />O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.G. <br />J o <br />lJ w/ 8d COMMON NAIL <br />Lu <br />o LL 0 cr <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />> ¢ K O cn <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 o w <br />Z w In <br />� <br />O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />cv w 0 <br />MEMBER IF GABLE END <br />00 <br />LL W LL <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 />N I , I <br />SEE FLOOR PLAN NOTES FOR <br />4;REQUIRED CONNECTION <br />(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 TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />o N�FRipR <br />N� <br />E PLAN FOR SE N 0 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 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W 1.4xW 1.4 <br />e WWF OR FIBERMESH <br />° <br />°. <br />° <br />M - IM MII—II ° °" <br />° ° <br />d. ` <br />III=III = <br />III=III—III ° ` ° <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" <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 />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />97-16' <br />(3) <br />(3) 1 <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 <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <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 />ao <br />FINISH GRADE <br />1111, 1 <br />o z <br />(3) # 5 REBAR ON 3" CHAIR —1 4" l V-8" I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING ry <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3A"=1'-O" <br />ADDITIONAL INFORMATION, S6 <br />CV <br />O <br />CN <br />CO <br />00 <br />4. S <br />Lo <br />?_ ¢ Cd 3 <br />P <br />z <br />W <br />�;., 'C <br />O <br />f, <br />❑ <br />t <br />y_ ' ". n <br />w <br />❑ <br />z <br />Q <br />LI) a) E <br />-0 o <br />W L .i <br />0 M N 5 <br />fn z. <br />�/ M <br />W Z) 0 u o <br />U <br />.N LuCN <br />Q� <br />0 Lv. cO E M <br />-0 <br />a <br />❑LU V) w0� <br />uu�~ <br />00O <br />W�¢�zoHf- <br />a <br />¢zO <br />~ <br />¢xJwp��WLLOLLJ <br />DiwgzELL0z� <br />0 <br />(— F_ <br />('f <br />Ou)o OX00mzz <br />-10a>zYoZzw0W0a <br />U) Z <br />i�< <73_UJz 200Q <br />OW E3 ? oQz�¢ <br />LL¢ O <br />H-¢LL <br />O <br />O <br />N <br />Ow <br />f— <br />I--I <br />O <br />C) <br />rCL e) <br />LL <br />� <br />Q W Q Lr� <br />ro <br />'--I <br />Q}aoo <br />Z <br />W <br />l0 <br />co <br />— <br />00 <br />r <br />' 0 <br />r- <br />O <br />N <br />C:) <br />N <br />C)04 <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />6 <br />N <br />,,CDC, <br />6 <br />O <br />O <br />6 <br />O <br />CO <br />N <br />A <br />CD <br />N <br />d' <br />CD <br />� <br />0 <br />O) <br />CD <br />O <br />0 <br />CD <br />O <br />1 <br />� <br />.o <br />0 <br />N <br />0 <br />M <br />0 <br />4 <br />0 <br />L6 <br />0 <br />(fl <br />0 <br />Il: <br />1 <br />Z Z <br />O <br />-z_ <br />c: <br />uj <br />U <br />0 <br />0 <br />W W <br />�� <br />z <br />zw�Ll <br />=m0Z <br />O Lij <br />z 3 J <br />Q <br />�2Z� <br />1"'� <br />z Z <br />Ova>- <br />%" <br />0�0 <br />�zI <br />a <br />z <br />J <br />a <br />OU <br />0 <br />m� <br />a <br />Z <br />6 <br />z <br />z <br />J <br />Lij <br />N <br />0 <br />O <br />0 <br />N <br />LAST PLOT DATE <br />Apr. 16, 21 <br />STRUCTURAL <br />Z <br />. <br />0 <br />j <br />DETAILS -MONO <br />