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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" O/C <br />CEILING & 8" O/C WALLS <br />1/7 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 7116" <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/ 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />J <br />PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />N <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />w <br />o <br />16" O.C. 2X S.P.F. STUDS <br />W/ (4)16d TOENAILS TO TOP PLATE <br />= <br />o N <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/ 1Od <br />F <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U-I= <br />INSULATION PER CHART ON SNi <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />B R <br /><FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <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 />�1 MOISTURE <br />BARRIER <br />° <br />a; <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 T' O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSULATION PER <br />CHART ON SNi <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />1x WD FURRING @ 24" O.C: <br />BASEBOARD- \ 11 F <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />1 <br />E .a i�� <br />'.I —I 11=1 I I11—I6x6 W1.4xW1.4III°WWF OR FIBERMESH I �I 1 III 11 111 �III111� 11I I I ° <br />III=III-III III - <br />a. <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 />LL v 4"x4" INSPECTION PORT AT <br />WEL <br />EACH FILL CELL TYPICAL <br />a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />7 CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />GRADE 00 <br />i STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4I 1 '' ,II='I-,I 1 (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE:3/4"=V-0" S6 <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- f Y <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS — <br />TO STUD & 8-10d 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" O/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 •'y <br />27x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />'END SHEATHING TO <br />)F 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 />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 N <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" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-10d 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"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 16" O.C. <br />2"x BOT. PLATE W/ — <br />(2)1 Od @ 6" O.C. <br />a <br />PRE-ENGINEERED <br />FLOOR TRUSSES <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE JlS6 <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 1 f� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION, <br />TRU <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 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />SCALE: 3/4"=1'-0" <br />m <br />(3) 2X4 B.U.C. U.N.O. <br />REFER TO B.U.C. DETAIL <br />8/S5 FOR NAILING INFO <br />8 -10d NAILS TO <br />STUD PER STRAP <br />SYSTEM <br />MSTAM 36 <br />SCALE: N.T.S <br />RIBBONS <br />WALL <br />LL <br />S6 <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: <br />SEE SHEATHING <br />SEE TYPICAL WALL SECTION <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <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 />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <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 />a <br />a: <br />.Q e. <br />e <br />Q°/r_rwii <br />G. e c <br />°111 <br />I I <br />—III,; I�II�=�III�=itIl� �III��III����I1— CHAIR /3"MN. <br />81, Il 11.8" 11 811 l CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />2 - S.P.F. #2 CONST. GRADE TOP PLA <br />SPLICE MIN 48" APART <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 />"S" = NAZI <br />SPACIN( <br />DOUBLE NAIL EDGE SPACING <br />'O.C. W/8d COMMON NAIL <br />DWS @ 4" O.C. W/8d COMMON NAIL <br />@ 3" O.C. W/8d COMMON NAIL <br />)MMON NAIL <br />S&NAIL @4"O.C. <br />,IL SHEATHING TO <br />,IL@ 4" o/c <br />'TURAL 1 OSB MIN. PLYWOOD SHEATF <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 />STUDS <br />EA END <br />EA ENDEA <br />END <br />1'-4' <br />(1) <br />(2) <br />T <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(1) USP LSTA30 <br />9'-16, <br />(3) <br />(3) <br />(3) <br />(2) USP LSTA30 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />LOAD BEARING/EXTERIOR FRAME <br />\AIA1 1 1 IrAr%rr% r%rTA11 <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 />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 />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />E a ° <br />III —I I I I I I I ° a <br />a <br />HI <br />III��II I I ° <br />iEi <br />(3) # 5 REBAR ON 3" CHAIRI fl 1 11 I 4 �prI I -8" I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />M <br />S6 <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 />Ak FINISH GRADE <br />I11-1� <br />op <br />o <br />Z <br />_ 1 <br />11= <br />- <br />V <br />SCALE:3/4"=1'-0" S6 <br />v7 <br />= W <br />� <br />w <br />w Q <br />LL <br />Q <br />W d <br />~ <br />zo <br />CN <br />N <br />WWOW <br />Ow <br />04 <br />W Z LJL <br />Q <br />N W <br />u') <br />O <br />00 <br />= Inc F <br />— O Z <br />vW <br />< EL z:k <br />Q~ <br />�oOw <br />r z 1 <br />z <br />OwW <br />I',._�rn <br />s <br />2 <br />�u-=0 <br />6jti .Vcn <br />'z- <br />O <br />UZ`ID0 <br />to <br />ti` 5 ~ <br />t <br />o <br />�¢wa <br />�0 <br />Z <br />=w~ <br />22 <br />E <br />c <br />yJ -,o u <br />CM N m <br />N <br />A� E 'i L p <br />Z o 2 8 <br />��$ < <br />°N w 0— <br />7N i o Ec 9 <br />^ a 'a <br />V <br />Owpw~wvW Yw Lu Qzf- <br />3. 0ZW _-aaaLL(DwJpofVo10, o <br />Q Q V <br />CyX_j W <br />wIxO< <br />Lj <br />QQ <br />Oa;w <br />L Z�Qwp <br />CnW0LL)LUaWxozoLuoa- <br />ww0 a. <br /><o <br />o 0 <br />oQ <br />mamV Q <br />o¢Zu- <br />FQ� <br />O <br />N <br />Z LLJ <br />0 f- <br />(n O <br />H M O <br />Q � M ul <br />��L.Lti <br />�-wa- cM <br />�Ua00 <br />Z f- <br />W <br />W <br />J0 <br />O <br />N <br />1 <br />O <br />N <br />O <br />1 <br />c <br />'° <br />W <br />O <br />O <br />Lo <br />1 O <br />z z <br />O <br />wwvo <br />� <br />0 <br />U?ro <br />~ <br />d <br />0 <br />/ <br />W <br />� <br />w <br />a-M- <br />V <br />U. <br />W~ W <br />J <br />~m0Z <br />=F- <br />=Z <br />�t= <br />III <br />Z3.J <br />rQn <br />0 <br />V <br />ko <br />azz <br />Z LW <br />r <br />w 00 <br />0:f <br />0 <br />¢ M <br />U�zz <br />z N <br />�a0 <br />.. <br />Z <br />U <br />U <br />� <br />MMO <br />a <br />z <br />z <br />S6 <br />w <br />J <br />N <br />o <br />(Y� <br />LAST PLOT DATE <br />May. 23, 17 <br />O <br />STRUCTURAL <br />J i <br />DETAILS -MONO <br />