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ti <br />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" 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 @ EA. WALL <br />M <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <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 />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 />D w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U- <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" O/C <br />W <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 SYSTEMETAL <br />SEAT <br />ER PLAN - 0 <br />- OR FELT <br />PAPER FOR <br />\\ - <br />MOISTURE <br />ae. <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 />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />..d. <br />N 'n <br />�—ILI =ILI—ILI—I I <br />I I —III —III 111 III <br />6x6 W l AxW 1.4 I II I —I I Ed I MI I —I I I I b <br />1=1 I I —III —III I I <br />WWF OR FIBERMESH <br />-III—III—III III n <br />a. <br />STD. 90 HOOK (SEE DETAIL) <br />8"&'X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />L v 4"x4" INSPECTION PORT AT <br />0= a EACH FILL CELL TYPICAL <br />W cn <br />a a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />GRADE 00 <br />1 I III I I I-� STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION <br />SCALE: 3/4"=V-0" <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 1-1/2" <br />NAILS TO STUD & 8-1Od x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL, I' <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1Od 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 T-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 1ST 2'-O" OF <br />END WALL W/ (2)1Odx3" @ EA. <br />END INTO ZVI' BLOCKING <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />IOR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2) 10d @ 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 />E <br />S6 <br />CORNER <br />TYPICAL "T"AND CORNER <br />DETAILS KN'�'� <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 />10-1Od 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 @ 1` " <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE -ENGINES <br />FLOOR TRUSIc <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"=V-0" <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 />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />LL <br />S6 <br />DETAIL (FLOOR TRUSS) 0 <br />SCALE: 1 1/2"=V-0" 56 <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 PITS <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 />O n V <br />Ar <br />I —III I III —III `� <br />I=1 I I I 1I- <br />-III„ Illiiilll�iillliiPIliiillli� 111 (3)#5CONT. ON3" <br />8" 1'-8" 8" CHAIR WI 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrS <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 PLAT <br />SPLICE MIN 48" APART <br />,I b <br />IOPENING <br />C <br />E <br />NAIL <br />ING <br />1 <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />O 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 />&NAIL INT. AT 6" O.C. W/8d COMMON NAIL <br />OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />NO SPLICE @ HEADER - NAIL SHEATHING TO <br />it rvLL nr-iUn i omr-m i HING (FROM TOP A <br />JOF OINT BLOCKINGG IS REQ'D. SAME NAILING HEADER W/8d COMMON NAIL@ 4" o/c <br />TOP PLATE BOT. OF TRUSS) 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN, PLYWOOD SHEATF <br />JOINT <br />PATTERNREQ'D IAInI i nc erA-r111sin lKlr%-rnI 1 e Kini1 IKI^ c+ni ir-m <br />SFFA T' <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d 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) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />1 (2) <br />(2) <br />(1) USP LSTA30 <br />9'-16, <br />(3) <br />1 (3) <br />(2) <br />1 (3) <br />1 (2) USP LSTA30 <br />1 <br />-S4 <br />BOX HEADER <br />ONLY <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />c n ; ., <br />.d dd - n <br />M I lal—III-1 I I —I n <br />III=1I1= II II <br />II� ILI�IIIIII n <br />e <br />(3) # 5 REBAR ON 3" CHAIR 4" 1 1_81' <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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" 0/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 />FLOOR TRUSS / <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />0 <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 />III, FINISH GRADE 00 <br />00 <br />:IIIII' oz <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />=W1= <br />~UZ <br />hW <br />w<0 <br />lL <br />Q <br />ti <br />o <br />W_dN <br />= <br />I- <br />C)w <br />wOU <br />per` <br />Wz0° <br />" <br />_ <br />"4Z <br />Lo <br />00 <br />_ <br />o., <br />y� <br />Lo <br />F O <br />y�•� � al -.eta 5y <br />6 n <br />LJ— <br />Q p <br />$gym iQ Z ..'s <br />r/ a: <br />z <br />Lu <br />W�0 <br />O w;g°� <br />1 <br />_ <br />WWI- <br />UZrn <br />W <br />' <br />m Z <br />W <br />f2 <br />Cld , <br />a <br />zoo <br />F-F- <br />Q <br />>LO E <br />o M <br />0 <br />ce) <br />MN <br />l� V O y ° <br />C L L p <br />Y/ 2 o <br />0 <br />T) O 1 �- o Q <br />V_U <br />Jc D O <br />eN <br />W Q! v <br />V <br />6. Q M <br />zo- <br />7C) a C)�a <br />(WD <br />LL <br />in <br />LU Q u2~Lu F-Q <br />� p <br />wp <br />0��ZIo-a� <br />� <br />0 <br />Q <br />J�i <br />¢x�oOQ <br />g OZO <br />�¢�z <br />m Zc <br />Z<0, <br />�OCn <br />�Ny <br />v O Z <br />cA <br />��AW W <br />J w O w H�- <br />Iw-. <br />2 w 2 U <br />¢ <br />oW o Z) <br />p ¢ <br />OQz�¢ <br />,-¢ o <br />�¢u- <br />O <br />O <br />N <br />Z W <br />0 }- <br />>(=o <br />0 M O <br />Q %00 M Lo <br />2Wu_ti <br />Q W Q Lo <br />a- 2 M <br />00 <br />< <br />Z V I— <br />W <br />W <br />J O <br />CD <br />to <br />U <br />N <br />6 <br />C� <br />04 <br />4 <br />o <br />N <br />L� <br />4) <br />> <br />r" <br />r <br />^LW , <br />Z Z <br />O <br />w <br />�: <br />W <br />to <br />w <br />U ~ > <br />W <br />C)0�0 <br />�-- <br />O � a <br />z <br />of uj CLM <br />=mOZ <br />�Z3� <br />Z of <br />O <br />Z <br />0 <br />V- <br />0 <br />2 W <br />0 <br />Z Z <br />' <br />Z <br />Z <br />�QO <br />U <br />a <br />®U <br />o <br />¢ <br />Z <br />S6 <br />z <br />Z <br />W <br />W <br />0 <br />N <br />o <br />C) <br />LAST PLOT DATE <br />Oct. 10, 17 <br />0 <br />STRUCTURAL <br />— <br />01 <br />I DETAILS -MONO <br />