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<br />I <br />t <br /> <br />I <br />I <br />I <br />~ <br />I <br /> <br />, <br />, <br /> <br />x <br />ll, ~ fJ <br /> <br />- <br /> <br />SPACER BLOCKS <br /> <br />I I <br />t t <br /> <br />~ ~ <br />I I <br /> <br />r:'\ TYP. ''T'' AND CORNER DETAIL <br /> <br />\V <br /> <br />- <br /> <br />j <br />, <br /> <br />"T" <br /> <br />~~ .' <br /> <br />..... "'" . <br /> <br />~ <br /> <br />v <br /> <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 8'-0" LONG. TYPICAL <br /> <br />...../ <br /> <br />Q TOP PlATE SPUCE DETAIL <br />S-6 <br /> <br />rl <br />,.:< <br />] <br />I <br />~' <br />'" <br />rl <br />~ <br />... <br />~ <br />...... <br />N <br />...... <br />'" <br />ol> <br />~ <br />~ <br />f <br />j <br />~ <br />i2 <br />J <br />~ <br />~ <br />-.3 <br />~ <br />...- <br />::i <br /> <br />j <br />, <br /> <br />"5< <br />~. xIx: <br /> <br />j <br />, <br /> <br />CORNER <br /> <br />SCALE; N.T.S. <br /> <br />TOP SPUCE <br /> <br />DOU BLE 100 <br /> <br />'18_ <br />titftv. <br /> <br />"'~ <br /> <br />,,/ <br /> <br />100 @ 8" Ole <br /> <br />\ <br /> <br />"-.BOTIOM SPUCE <br />OVER STUD <br /> <br />...../ <br /> <br />SCALE: N.T.S, <br /> <br />2"X TOP PLATE <br /> <br />2"X P.T. PLATE <br /> <br />, <br />I ~ <br />1 . <br /> <br />!~I J <br /> <br />j ~1 \ L 1/4" MIN. SPACE <br /> <br />L USPTRl W/3-80 <br />COMMON NAILS @ EA <br />TRUSS OR BLOCKING <br />(NOTE: (2) 160 TOE NAILS <br />CAN BE USED IN UEU OF <br />STC STRAP) <br /> <br />--J /_ <br /> <br />---" /- <br /> <br />""--2"X Sl1JD @ 24" O.C. MAX. <br /> <br />~~ <br /> <br />I <br />..... <br />I <br /> <br />~ <br /> <br />A <br /> <br />0\ TYP. INTERIOR NON-BRG. <br /> <br />\V <br /> <br />) <br /> <br />@ <br /> <br />J <br /> <br />Q P.T. PlATE <br />S-6 REV. 9/03 <br /> <br />6 <br /> <br />SCALE: N,T.s. <br /> <br />2"X4" P.T. PlATE <br /> <br />32" <br /> <br />@ I @ <br />kkj, <br /> <br />1/2" X 8" ANCHOR <br />\ BOLT W/ 2" X 1/8" RAT <br />WASHER (TYP) <br /> <br /> <br />~ <br />32" J <br /> <br />SCALE: N,T.S. <br /> <br />12 <br /> <br />I <br />~~, <br /> <br />^ ^ ^ ^ ^ ^ ^ ^ ^ ^ i~ <br />nnnnn y,'Co <br /> <br />1/2" CD DRYWALL - ~ 1 <br />1/2" P.T. NAILER ~ ~ \ <br />1/2" DRYWALL ~ ) <br />CURTAIN NAILER ~ <br />1 X 6 P.T. @ WINDOWS <br />1 X 6 P.T. @ S.G.D. <br />1 X 4 P.T. @ SIDE BUCKS <br /> <br />MARBLE STOOL <br />1 X 2 P.T FURRING <br /> <br />R-3 FOIL INSUL ON EXT <br />BLOCK WALLS <br />1 X 4 P.T. BASE NAILER <br />WOOD BASE <br />4" CONC SLAB <br />6 X 6 10/10 W,W.M. <br />6 MIL VISQUEEN <br /> <br />TREATED <br />CLEAN FILL <br /> <br />SEE FND. PlAN FOR <br />FOOTING SIZE AND <br />REINF. <br /> <br />~ TYP. WALL SECTION <br />f 7 , CONCRETE BLOCK <br /> <br />\V REV. 9/03 TH 6 <br /> <br />SIMPSON STRONG TIE <br /> <br />UPUFT LATERAL <br /> <br />CONNECTOR <br /> <br />CAPACITY <br /> <br />CAPAOTY <br />335 <br />335 <br />335 <br />335 <br />150 <br />115 <br />400 <br />NP <br />575 <br />NP <br />NP <br /> <br />META12 <br />META16 <br />METAlO <br />HETAlO <br />H2.5 <br />H5 <br />H7 <br />HTI16 <br />MAS <br /> <br />1040 <br />1205 <br />1205 <br />1515 <br />415 <br />465 <br />985 <br />4175 <br />1005 <br />2775 <br />3705 <br />4405 <br /> <br />NP <br /> <br />HD2A * <br /> <br />HDSA * <br /> <br />HD6A * <br /> <br />LUS26 <br /> <br />NP <br /> <br />1165 / 1125 ** <br /> <br />HUS26 <br /> <br />NP <br /> <br />1550/ 3325 ** <br /> <br />HUS28 <br /> <br />NP <br /> <br />2000 / 3585 ** <br /> <br />MTS12 <br />MTS16 <br />MTS20 <br />HI0 <br /> <br />NP <br /> <br />1000 <br />1000 <br />1000 <br />990 <br /> <br />NP <br /> <br />NP <br />585 <br /> <br />UPUFT CONNECTION CROSS-REFERENCE <br /> <br />FASTENERS <br /> <br />CONNECTOR <br /> <br />7 - 100 X 1 1/2" <br />12 - 10D X 1 1/2" <br />14 - 100 X 11/2" <br />16 - 10D X 1 1/2" <br />10 - 8D X 1 1/2" <br />8 . 80 X 1 1/2" <br />14 - 80 X 1 1/2" <br />18 - 160 X 3 1/2" <br />6 - 100 X 1 1/2" <br />(3) 5/8" DIA BOLTS <br />(3) 3/4" DIA BOLTS <br />(3) 7/8" DIA BOLTS <br /> <br />TA14 <br />TA18 <br />TA18 <br />HTAlO <br />HCDP <br />HCOP <br />HD2X <br />HTI16 <br />FA3 <br />TD2 <br />T05 <br />TDX6 <br /> <br />8 . 100 X 3" <br /> <br />THD26 <br /> <br />20 - 160 X 3 1/2" <br /> <br />THD26 <br /> <br />30 - 160 X 3 1/2" <br /> <br />THD28 <br /> <br />14 - 100 X 1 1/2" <br />14 - 100 X 1 1/2" <br />14 - 10D X 11/2" <br />16-80Xl 1/2" <br /> <br />MTW12 <br />MTW16 <br />MTW20 <br />RT16 <br /> <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. <br />NP - NOT PUBUSHED <br /> <br />PRE ENGINEERED WD TRUSSES @ 24" O.e. <br />INSULATION BAFFLE <br />BATI OR BLOWN INSULATION MIN, R.19 <br />TRUSS ANCHOR (SEE PlAN) <br />FIBERGLASS SHINGLE <br />ROOFING FELT <br />APA RATED STRUCllJRAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES W/ <br />80 COMMON WIRE NAILS @ 4" OIC <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />12" <br /> <br />",>'., , <br /> <br />USP LUMBER CONNECTORS <br /> <br />UPUFT <br />CAPACITY <br /> <br />LATERAL <br />CAPACITY <br />245 <br />245 <br />245 <br />590 <br />255 <br />255 <br />NP <br />NP <br />840 <br />NP <br />NP <br />NP <br /> <br />-I... <br /> <br />~'[~~ <br />\~\~~ ~ <br />~':;.,~V <br /> <br />--~ <br /> <br />cJ <br />z <br /> <br />-+-h\ <br />1\ _V .~ ' <br />i'~~/j <br />V': ~ <br />zu. <br /> <br /> <br />- .... <br /> <br />V>~ <br />-:-_<l: <br />~lf.i <br />~ ~ <br /> <br />FASTENERS <br /> <br />7 - 10D X 11/2" <br />11 - 100 X 1 1/2" <br />11 - 100 X 1 1/2" <br />17 - 10DX 11/2" <br />8 - 80 X 1 1/2" <br />8 - 80 X 1 1/2" <br />10 - 100 <br />(1) 5/8" DIA BOLT &. 18-160 <br />6 - 100 X 1 1/2" <br />3 - 5/8" DIA BOLTS <br />3 - 3/4" DIA BOLTS <br />3 -7/8" DIA BOLTS <br /> <br />1 <br /> <br />1030 <br />1520 <br />1520 <br />2005 <br />495 <br />495 <br />1415 <br />4290 <br />1155 <br />3435 <br />4180 <br />5235 <br /> <br />1533/2553** <br /> <br />NP <br /> <br />18-100/ <br />12-100 X 11/2" <br /> <br />18-16DX3 1/2" <br />12.10D X 11/2" <br /> <br />28-16DX3 1/2" <br />16-100 X 11/2" <br /> <br />(14) 100 X 1 1/2" <br />(14) 100 X 1 1/2" <br />(14) 100 X 11/2" <br />IG-I0DXll/2" <br /> <br />NOTE: <br />CONNECTOR CAPAOTIES <br />ARE FOR SYP. PLEASE <br />REFER TO MANUFACTURERS <br />FOR ADDITIONAL <br />INFORMATION. <br /> <br />UJUJUJ <br />ocl.9u <br />~~~ <br />=>00 <br />&Sf2Z <br /> <br />1825/3040** <br /> <br />NP <br /> <br />PROVIDE BLOCKING AT <br />BEARING TYP. SEE <br />9/S-3 <br /> <br />TRUSS/JOIST /REFTER <br /> <br />co <br />~ <br />o <br />o <br />I <br />C\I <br />LO <br />I <br />F'-- <br />~ <br />~ <br />LO <br />~ <br /> <br />2330/3965** <br /> <br />NP <br /> <br />SIMPSON SP 1 W/G-I0D TO <br />STUD &. 4-100 TO BASE PLATE <br /> <br />2500 PSI CONe. <br />W/2 #5 DIA. RODS <br />MIN. LAP 25" (AO 318) <br />SEE FOUNDATION PLAN <br /> <br />>- <br />~ <br />o <br />~ <br />z <br />w <br />> <br />z <br /> <br />1030 <br />1030 <br />1030 <br />1030 <br /> <br />95 <br />95 <br />95 <br />645 <br /> <br />~ INTERIOR BEARING <br />f 14A.l , W/UPUFT @ 3.5" STEP-DOWM <br /> <br />\V REV. 3-3-04 AS SCALE: N.T.S. <br /> <br />UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) <br />1 (EACH CONNECTOR) EACH Sl1JD - 535 LBS. PER Sl1JO <br /> <br />6 <br /> <br />-k'.-;:::' <br />-;:::.;X-- <br /> <br />4" <br /> <br />16" <br /> <br />4" <br /> <br />- <br /> <br />. NCO <br />~ ~~ <br />~ ~~~~~ <br />z X li-;;;-.......~ <br />(!) ~ CO ~ cD <br />z . ~"'oJ e LJ <br />w05.. <br />...,jO:...Jv.. <br />~ ]~ <br />(!) 0- <br />W <br />I- <br />Z <br /> <br />3 l&J <br />~ i!=,"r <br />;~l~ ~ <br />~~~ -N <br />~~~ ~ :) <br />~~~ ~~ ~ <br />~8~ ~~ i!= C'1 <br />z 91:. <br />~-l&J 00 1t~ cc <br />~~i!= ~~ ~ <:::t <br />~~~ ~fJ ~~ ~ <br />~ -3 ~z <br />~~~ ~u; 01 <br />m~~ ~~ ~~ <br />:i3 ~~ ~~ <br /> <br />IlO <br /> <br />i <br />~ <br />Ii <br /> <br />! <br /> <br />~ <br />!12 <br />3 <br /> <br />c:.: <br />~ <br /> <br />...-,j. <br /> <br />. . . <br /> <br />s <br />o <br />U <br />0'1 U <br />o 1.0 .S <br />00'1 t-.... <Il <br />..... 1.0 (1) ~ <br />"d"d (1) ~ <br />.E ro .OOO~. <br />rJ)o r:r::~~~(1) <br />'"' p::; ~ t 0'1 ~O\ <br />~ ~ ~ t-.... 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Q) (V') "" <br />",OL.(V')r---. <br />~ .....- 0 - . <br />,; 0:. ..c LL (V') <br />~:E ~ ~~ <br />~~~~ <br />.~ <br />Z <br />o <br />o <br />"" <br /> <br />Vl <br />C <br />o <br />'Vi <br />'> <br />~ <br /> <br />lJ1 <br />o <br />o <br />N <br />1... <br />(l) <br />> <br />o <br />-a <br />c <br /><( <br /> <br />>-1- <br />Zz <br />"'w <br />Z(J') <br />w.....zz <br />Uooo <br />WUtn <br />~~z~ <br />o8~o <br />Z~~'" <br />0-::>0. <br />~::>::E <br />I-ww~ <br />:J: al iE w <br /><..9 01- I- ::E <br />~ -.0 <br />~Zo:r; <br />>-~iEV) <br />c.. ::E ~ ::) <br />Oz~~ <br />u ::s w 0:: <br />o.ZLL <br />(J')Z <br />.....'" <br />I::E <br />I- <br /> <br />!Ii <br /> <br /> <br />~ ""'--- METAL DRIP EDGE <br />~""'-.... ~............... ___ ~~~SW~hf o/c EDGES &. 8" O/C FIELD <br />.......................... -............ ~ONT. VENTED ALUM SOFFIT <br />~ ..........r X 8" X 16" 1<.0. UNTEL BLOCK <br />^ ,~ W/l #5 DIA. REBAR &. <br />_ O.H. ~ FILLED SOUD W/GROUT <br />PRECAST "U" UNTEL <br />"0[ SEE ELEV. <br />~ :(SEE S/2A FOR LINTEL <br />J. ... FILL CELL -1 #5 DIA. REBAR W/ GROUT <br />~ SIZE &. REINFORCEMENT) <br />@AlL LOCATIONS SHOWN ON <br />FOUNDATION &. FLOOR PlANS <br />____ ALUM FRAMED WINDOW W / SCREEN <br />... PRECAST CONe SILL <br />8" X 8" X 16" CONe. BLOCK <br />DECORATIVE FINISH <br />~ FTG. DOWEL #5 DIA. REBAR <br /> <br />~ = ABOVE SLAB. ALL LOCATIONS <br />'\ SHOWN ON FOUNDATION PlAN <br />.., GRADE <br />/ TOP OF SLAB /'A'\ <br /> <br />.}{.~ 'f/ <br /> <br />--' .. ".' <br /> <br />J <br /> <br />.......... <br /> <br />,~ <br /> <br />~. SEE PlAN <br />A FOR CONNECTOR <br /> <br />2S. _______ 2 _ 2"X4" TOP PLATE <br />~CONST. GRADE SPF <br />SPUCE MIN, OF 24" APART <br />SIMPSON SP 2 W/G-I0D TO <br />STUD &. TO TOP PLATE <br />2"X4" SPF Sl1JDS @ 16" O.e. <br />W/SIMPSON SP 1& 2 <br />EACH Sl1JD <br /> <br />V 1/2"X12" A307 A.B. OR 5/8" <br />SIMPSON mEN HO THREADED <br />ANCHOR WITH 8 1/2" MIN. <br />EMBEDMENT W/2" WASHER <br />32" 0,(' MIN. 6" FROM END <br />.... W/ #3 PT SYP BASE PLATE <br />. .', \'. .' ". I' <br />" ....~:.. 3 1/2" I <br />":3'1 '!l~ . I . <br />II} :::11111~'4...~...." .... "t, , .t <br />rni1Ef" '. :., : ~''': '.\.'~~> <br />llrn~tl . '. . .~~~i: <br />--t III! c. I I <br />I SI II~ !~~If3i <br /> <br />- <br />- <br /> <br />ro <br />$ <br />E <br />2 <br />If) <br /> <br />SHEET NO. <br /> <br />a.: <br />0:: <br />o <br />U <br />w <br />::E <br />o <br />I <br />(J') <br />::) <br />lJ) <br />o <br />o <br />N <br />@ <br /> <br />56 <br /> <br />LAST PLOT DATE <br />Mar. 21, 05 <br />