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12 <br />I <br />INSULATION — <br />BAFFLE <br />INSTALLATION <br />PER CHART <br />ON SHEET S3 <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" 0/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR <br />GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT <br />FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. <br />PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. 15 LB ROOFING (SHINGLES) <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 />I <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />ix2 NAILER <br />W PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />n <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />w <br />o = <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />O U) <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ 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 />I- <br />Z) W <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />wI= <br />INSULATION PER CHART ON SN1 <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />W <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />B R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />DRAFTSTOPPING SHALL THE CONCEALED <br />S6 S6 <br />SPACE INTO APPROX. QUAL AREAS.DIVIDEFOAM. <br />` <br />FLOOR SYSTEM <br />ETL SEAT <br />ER PLAN - 0 <br />OR FELT <br />PAPER FOR <br />- <br />- <br />MOISTURE <br />a <br />. <br />fBARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" S, <br />GYP. TYPE " X" @ GARAGE ONLY) <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />�� <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />�8"x8"X16" <br />CONC. KNOCKOUT <br />INSULATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />CHART ON SN1 <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v <br />4"x4" INSPECTION PORT AT <br />oila <br />EACH FILL CELL TYPICAL <br />lx WD FURRING @ 24" O.C. <br />a <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 />d MUNICIPALITY <br />4"to 6" BELOW GRADE <br />c <br />FINISH <br />GRADE <br />M ' I -III I � <br />_ <br />_-_-_-_ <br />--III-III-I <br />' I 1-III-I I -I I III <br />6x6 Wl AxW1.4 I IIl i III=III=III=1 I I I <br />.°. <br />r <br />WWF OR FIBERMESH �1 111111I 11 111I1I � 11I I I II I <br />-II1=III=11I_III=III= <br />° <br />I1 � <br />11111111 <br />o <br />� I111- T <br />Z <br />� <br />" I , ,111I_ STD. 90"HOOK <br />(3) # 5 REBAR ON 3" CHAIR 411 _ �_g (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION r,. <br />SCALE: 3/4"=V-0" <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <br />2nd FLOOR W <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-10d x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- <br />BAND JOIST <br />*USP MP4F @ 24" <br />ox. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <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 />2"x4" PANEL BLOCKING @ 48" 0/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING - <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />2"x4"CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-O" OF <br />END WALL W/ (2)1Odx3" @ EA. <br />END INTO 2'W" BLOCKING <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSSMOIST <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <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 />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-1 Od X 1 1/2" NAILS INTO <br />BLOCKING TRUSS & MIN. 4" <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1�" ^ ^ <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <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 W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />USP HTA20 @ EA. TRUSS <br />W/ 10 - 1Od x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />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 />(4) 1/4" X 21/4" 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 />(3) 2X4 B.U.C. U.N.O. <br />REFER TO B.U.C. DETAIL <br />8/S5 FOR NAILING INFO <br />8 -1 Od NAILS TO <br />STUD PER STRAP <br />SYSTEM <br />MSTAM 36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />LL <br />S6 <br />DETAIL (FLOOR TRUSS) 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />SEE SHEATHING <br />C/S3 FOR ADDITIONAL <br />SPECS ON FLOOR <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8' 6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6" <br />EMBEDMENT 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />_� <br />1F, III -..'-I � I <br />III—� I —III III- <br />-$'I, , III —III —I 11,=81' —III—I 11, $;, (3) #5 CONT. ON Y <br />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 - S.P.F. #2 CONST. GRADE TOP PLA' <br />SPLICE MIN 48" APART <br />"_q" = NAIL <br />ING <br />1, <br />OPENING I SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />C O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />ONAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />)OR SYSTEM OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />IF FULL HEIGHT SHEATHING FROM TOP NO SPLICE @ HEADER - NAIL SHEATHING TO <br />( A HEADER W/8d COMMON NAIL@ 4" o/c <br />OF TOP PLATE TO BOT. OF TRUSS) NO <br />JOINT BLOCKING IS REQ'D. SAME NAILING 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 77//16' STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF <br />PATTERNREQ'D .A,A1 1 r%I1r-ATI11\1/1 lA1r1TA1 1 A \1A11 lA1 f 11r-11 <br />sFF Npo� <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />1 Od NAILS @ 8" O/C TYP. — <br />DOUBLE 2x CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SCALE: N.T.S. <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WLL <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 />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'4 <br />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />N�FRi R <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <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 />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />--2x STUDS TYP. <br />r--P.T. BOT. PLATE <br />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />(2) ROWS OF 2x BLOCKING <br />@ THIRD POINTS <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. TYPICAL <br />TENSION 2600#.) <br />2509 PSI CONCRETE MIN, <br />SLAB W/ 6x6 W1.4xW1.4 r <br />WWF OR FIBERMESH \ <br />C �� .• 4 '..d n .. a q <br />a. <br />M <br />ICI II I — I. <br />I —I <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-811 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />Im <br />m <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />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 7/8" <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />THICK EACH. 3RD LAYER 1/8" THICK. <br />-USP SPT22 @ EA. STUD <br />-2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />o Z <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />� J <br />Q <br />W Z <br />� <br />W <br />F- <br />0 Z w <br />Q <br />U) <br />O <br />� <br />w0 <br />O w v <br />W <br />04 <br />N <br />W Z mLL <br />m <br />_� <br />Y <br />p <br />O <br />00 <br />Lo <br />= <br />O� <br />F- <br />p v <br />Q <br />� <br />0 CJ <br />1• <Z <br />U-M0 <br />¢ <br />UJ <br />�O W <br />aft= <br />CL <br />C:;,, <br />y <br />:�• <br />2 <br />0 <br />W <br />T <br />WV <br />55 <br />yf;�y' <br />QQF� •-4 jmi d. v" <br />U) nr+[ <br />N <br />of <br />0 <br />WLU <br />— 0 � <br />FFF--J F- <br />Q <br />^N` > 0 ^ o <br />W L i -�o 11 U <br />N V -0-0- ! c) <br />E ' <br />(D 6 0 <br />W 2 o <br />OLLo <br />U <br />•/INS w Q! <br />W L p E� v <br />e. -0 <br />w <br />L1 3 W <br />ow ai wow <br />wHQ 0!�J ���Yzof Z <br />Qn02 J<o,1t.1_CiOwoJC• <br />Q V <br />� <br />=OX ZL�i. 0Z2011- <br />c�W°�wozoW°—°mz� <br />~ <br />0 <br />00 o <br />07 o Z <br />_jOdozYOZzL'-m<o <br />J¢F¢-< Wg FO WZ_2() <br />a_ <br />Q <br />O <br />N <br />Z LLI <br />0 I— <br />> (n O <br />0 (O O <br />Q M Lo <br />� U) u_ <br />Q� CL c6 <br />aUa00 <br />z �- <br />W <br />W <br />-, C) <br />mIZT <br />N <br />N <br />1 <br />N <br />4 <br />C)CD <br />C <br />1 <br />�° <br />N°' <br />O <br />> <br />Lo <br />1 O <br />Z Z <br />—z9 <br />N <br />Wog' <br />w W U7 <br />N <br />z <br />�0 <br />> <br />Q <br />'a <br />( v <br />n <br />ZW~ <br />w F- <br />F- � <br />Q <br />~m0Z <br />W <br />�Ilo'J <br />v <br />z ? <br />�--� <br />> <br />Z <br />Z LL <br />� <br />�Q <br />� � <br />Od�w <br />U)ZZ <br />Ne <br />Z <br />U <br />U< <br />0 <br />a <br />_O <br />W <br />Z <br />S6J <br />Q <br />z <br />Z <br />C) <br />W <br />C) <br />LAST PLOT DATE <br />>(V <br />Dec. 21, 16 <br />A A <br />O <br />STRUCTURAL <br />_J <br />i DETAILS -MONO <br />