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12 <br />I <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/ 1 318" 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 />(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 <br />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 />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 w PLYWOOD SHEATHING <br />2X BLOCKING @ A. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />U) <br />FOR MORE INFO <br />w <br />16" O.C. 2X S.P.F. STUDS <br />o i <br />W/ (4)16d TOENAILS TO TOP PLATE <br />O <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) 10d @ 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 />W <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w = <br />INSULATION PER CHART ON SN1 <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />B Y R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />DIVIDEFOAM. DRAFTSTOPPING SHALL THE CONCEALED <br />S6 S6 <br />SPACE INTO APPROX. QUAL AREAS. o# <br />` <br />FLOOR SYSTEM <br />METAL SEAT <br />ER PLAN - O <br />OR FELT <br />PAPER FOR <br />- <br />MOISTURE <br />e <br />a: <br />I <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' O/C WALLS <br />1/2" GYP WB —� <br />INSULATION PER <br />CHART ON SN1 <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 />U 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />c <br />NFINISH GRADE 00 <br />M — — <br />�—III =III —I � I —I I <br />I —I I I —I I I —I I I I I I ___ 0_ <br />6x6 w1.4xw1.4 - I I —III —III —III —I I I I a °_ <br />II�=I�I—I�I—I�I III III —III —III= o z T <br />WWF OR FIBERMESH -� II I—III—IIIEll I I ° <br />frT <br />wnl <br />STD. 90 `HOOK <br />(3) # 5 REBAR ON 3"CHAIR 4" (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION <br />SCALE: 3/4"=1'-O" <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/ 8-10d x 1-1/ <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALLS f <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — <br />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" 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 <br />2"x4" CROSS BR @ " <br />ACE 48 O/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)1Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <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) 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 />FLOOR TRUSS SEE FRAMING PLAN <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"=1'-O" 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) 10d @ 6" O.C. <br />PRE-ENGINEERED <br />FLOOR TRUSSES <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 />(4) 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 />-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"=l'-O" <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 />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) 0 <br />SCALE: 1 1/2"=1'-O" S6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />SEE SHEATHING <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 />°JI<: <br />a d< IEl I —I I <br />''-III <br />a <br />I —III =.- .° : °—I I I=I L I= <br />—III III— a I —III III- <br />-III,11=1kll(3) #5 CONT. ON 3" 1 III lil ; it„lil jlCHAIR W/3"MIN. <br />8 1 -8 8" <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />2 - S.P.F. #2 CONST. GRADE TOP PLA <br />SPLICE MIN 48" APART <br />"S" = NAIL <br />ING <br />1 <br />OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />C ONAIL 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 />O NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />FOR SYSTEM OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />O NO SPLICE @ HEADER - NAIL SHEATHING TO <br />IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" o/c <br />OF TOP PLATE BOT. OF TRUSS) NO <br />JOINT BLOCKINGG IS REQ'D. SAME NAILING\-2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF <br />JOL <br />PATTERN REQ'D I A I A I I r%I Ir-ATI II\Ie% I Ie1TAI I n ILIA II IL I/'\ f%^5 Ir-r1 <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />1Od 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" 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 />1' 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16, <br />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) USP LSTA30 <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 />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. 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 />F <br />OpF.Qj <br />FLOOR TRUSS i <br />BEAM <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />S6 <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 />7 <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 r <br />WWF OR FIBERMESH 1 <br />.0 . • °. .d n .. e a <br />d ° <br />N .° .. : . <br />A! <br />,d. <br />,a <br />LI <br />'' <br />(3) # 5 REBAR ON 3" CHAIR 4" 11-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />=1 o0 <br />Cl z <br />@ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />v7 <br />= W <br />~ U <br />� <br />W <br />U <br />wQ <br />U) <br />rA <br />o <br />W d < <br />ice- <br />F- <br />Z❑ <br />N <br />N <br />�w/0O <br />LL <br />cow <br />Gp <br />wLo <br />/ <br />f <br />.R <br />jOD <br />w <br />m <br />�ONZ <br />•i��gVJ3 <br />Y Z. <br />i <br />~p�. <br />U-)Q <br />< Z p <br />\h, <br />is <br />p O W <br />yam/ <br />1 `" ,i Z <br />�(�- <br />= <br />Z <br />W <br />�z <br />F- 0 w W <br />t�� � <br />bc� I <br />T <br />s <br />O <br />�w=p <br />W pl-0 <br />t fz <br />p <br />w UJ H- <br />=0�m <br />F=-m <br />Q <br />� `1 E <br />M O <br />\W ' <br />ch M <br />to V Jo° - <br />a <br />m - <br />E L O <br />2 0 2 0 <br />rn} pLLg < <br />� <br />• c <br />LU <br />fy L �O E m <br />n -0 <br />LLJ <br />N W W <br />ow <br />w r— < of <br />O-X O��� <br />wOH <br />0! z 0-1 z <br />U O O <br />LL <br />L.L Q U <br />Q <br />< J a <br />�Ci >< za l <br />0www O�00m90 <br />J <br />OZM� M�- <br />O <br />Z <br />m�a�mwwL��of< <br />a~<il OwFmZwzp2U <br />Q <br />Opp p 7 <br />pQZL< <br />U- < 0 <br />F- < w <br />O <br />N <br />Z W <br />0 �— <br />> (n O <br />z <br />co O <br />Q U) M Lo <br />U-� <br />0� CL M <br />r <br />aUa00 <br />Z f— <br />W <br />J O <br />O <br />O <br />r <br />O <br />N <br />1 <br />O) <br />N <br />1 <br />�t <br />O <br />1 <br />c <br />' <br />� <br />O <br />0 <br />i <br />r <br />Lo <br />1 0 <br />z z <br />WO <br />w(n <br />� <br />Q <br />Uj�o <br />a.z <br />� W <br />W <br />W F=-Q <br />F- <br />U) <br />U. <br />~mOQ <br />I..V <br />F- = Z <br />a <br />r=�rr1� <br />�/ <br />Z 3: <br />W 0 <br />LL <br />N <br />w 00 <br />0a�w <br />a M <br />U�zz <br />z (V <br />? <br />Za0 <br />U <br />a. <br />co <br />S6 <br />Q <br />z <br />z <br />w <br />J <br />M <br />04 <br />04 <br />r <br />LAST PLOT DATE <br />o <br />Jun. 26, 17 <br />O <br />STRUCTURAL <br />J <br />DETAILS -MONO <br />