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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 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 />lx2 NAILER <br />J w PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />co <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 />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" 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 />SHALL THE CONCEAL <br />S6 S6 <br />SPACE NRTO AP ROX. EQUAL AREAS.DIVIDEFTSTOPPING <br />` <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN - p <br />- OR FELT <br />PAPER FOR <br />- <br />- <br />MOISTURE <br />° <br />I 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 />c <br />E <br /><V <br />M <br />6x6 W1.4xW1.4 <br />WWF OR FIBEf <br />1x WD FURRING @ 24" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAT <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />d <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />LL <br />Lu <br />0 4"x4" INSPECTION PORT AT <br />w <br />a EACH FILL CELL TYPICAL <br />W <br />cn <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />I , ,III —ICI I I— STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR 4" _g (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 1-1/2" <br />NAILS TO STUD & 8-1 Od x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- 0 <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1 st FLOOR WALL <br />USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — <br />TO STUD & 8-1 Od x 1 112" 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 BRACE @ 48" <br />O/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)1Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSSMOIST <br />2"x BOT. PLATE W/ <br />(2) 1Od @ 6" O.C. <br />NOTES: *USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />[a <br />�1•� <br />"T" <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" 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 />10-1 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'-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-ENGINEE <br />FLOOR TRUS; <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 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />@ MASONRY 1 ST 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 1 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 />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) o <br />SCALE: 1 1/2"=V-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 />F2"DIA.X <br />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 />d ° e <br />aa. 4 <br />l I I I r 10 <br />�ImIIIII�IIlI- <br />(3) #5 CONT. ON 3" <br />l8" 1 V-8' J g,, l CLEARANCEMIN. <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 PLA <br />SPLICE MIN 48" APART <br />NAIL <br />ING <br />1 <br />OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />C 0 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 />LLLOD NAIL 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 />ONO SPLICE @ HEADER - NAIL SHEATHING TO <br />IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" O/C <br />JOINTTOP PLATE G I BOT. OF TRUSS) NO 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF <br />JOINT BLOCKING IS REQ'D. SAME NAILING <br />PATTERNREQ'D lAfAI I r%l lr-ATI likir+ lAlflTAl I f% hIA11 IA le% e%^l Ir—M \ <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" x4" 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 />(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 />d e: <br />a. <br />CV.° <br />M <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <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" 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 />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 />FINISH GRADE <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" <br />FOR ADDITIONAL <br />INFORMATION. <br />V <br />S6 <br />U) <br />= W <br />U <br />u_ <br />wQ <br />a <br />U) <br />o <br />N <br />w � ¢ <br />�20 <br />= <br />zo <br />N <br />wO <br />O J <br />to <br />W <br />moF- <br />_0NzW <br />O S <br />* <br />" el <br />�z <br />�z <br />LL <br />p W ui-'^ <br />2p . <br />� O <br />U z <br />W <br />•�LLI <br />�w=o <br />J <br />00 <br />(n <br />y <br />¢ <br />E <br />(11 > 0 M o <br />w ' Q mN 0 <br />x. N <br />- <br />to V -0DOM �M <br />E r <br />W O S <br />coAA,, <br />o <br />00 <br />Lo a <br />U <br />2N <br />U w Q� <br />V V a a <br />LLI <br />(� W <br />ui vi w 0 1- <br />w~Q �g� Q � zw Z <br />O <br />Q V <br />Q <br />aD--I�O���u-o00, <br />= cy X z 0 L o z <br />OcnoOzpER00C-0 <br />m���¢~ <br />U <br />��C <br />(� z <br />�(D0 W Zz"-pW� <br />QOWOg��-g_wp2U�$ <br />a <br />LL <br />�F <br />Y ZQ g ¢ <br />U-Q O <br />w <br />O <br />O <br />N <br />Z <br />0 �-- <br />i (n O <br />0�..=MO <br />z <br />Q co <br />LIQ <br />w LL <br />U � <br />� 0- CM <br /><Uaoo <br />Z F— <br />W <br />W <br />-j 0 <br />O <br />N <br />N <br />i <br />4 <br />0 <br />L <br />(D <br />o <br />L <br />0 <br />z z <br />wO <br />� <br />u) <br />w <br />Q <br />U?�o <br />~ <br />/ <br />W <br />O <br />w W � <br />a- :E <br />t� /� <br />ZW~W <br />< <br />VJ <br />co <br />1..e <br />y <br />O Z <br />Q <br />�zo <br />3: <br />z W <br />110 <br />aQZQ <br />LL <br />r� <br />W <br />OJI2z <br />a M <br />U`nzz <br />z N <br />�Qo <br />z <br />U <br />V <br />O <br />°- <br />W <br />� <br />z <br />z <br />S6 <br />W <br />J <br />M <br />o <br />Co <br />LAST PLOT DATE <br />May. 24, 17 <br />--+ <br />O <br />STRUCTURAL <br />_I <br />ff <br />DETAILS —MONO <br />11 1. .,I llol 111111j.1 I II'.::E31111ARIEi 1 J _ I. � _ i I..__ I F1--I .._.___.._ � 11 i { b _ 11 Ai I1111 1 —A I' :1 <br />