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<br />j <br />r <br /> <br />X I I <br />II 'l ,..,.. <br /> <br />I <br />,.. <br />I <br />I <br />I <br />~ <br />I <br /> <br />...... -.; <br />I I <br /> <br />- SPACER BLOCKS <br /> <br />-. <br /> <br />j <br />, <br /> <br />"T" <br /> <br /> <br />r'\ TYP. ''T'' AND CORNER DETAIL <br /> <br />\::;/ <br /> <br />"~ <br /> <br />/' <br /> <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST S'-O" LONG. TYPICAL <br /> <br />'-...:: . <br />~ <br /> <br />...../ <br /> <br />G) TOP PlATE SPliCE DETAIL <br />S-6 <br /> <br />.... <br />.:< <br /> <br />1 <br />~ <br />~. <br /> <br />.... <br />... <br />N <br />;1 <br />.... <br /> <br />~ <br />~ <br />..... <br />'" <br />oll <br /> <br />i <br />f <br />~ <br />cJ1 <br />,.- <br />.~ <br />! <br />~ <br />~ <br />.g <br />~ <br />,.- <br />:':i <br /> <br />j <br />J <br /> <br />"5< <br />rx:xrx: <br /> <br />j <br />, <br />CORNER <br /> <br />SCALE: N.T.S. <br /> <br />TOP SPUCE <br /> <br />DOUBLE 100 <br /> <br />'{8. <br />ilfl.t, <br /> <br />"~ <br /> <br />v <br /> <br />'\ <br /> <br />....../ <br /> <br />laD @ S" OIC <br /> <br />\_BOTIOM SPUCE <br />OVER STU D <br /> <br />SCALE: N.T.S. <br /> <br />2"X TOP PLATE <br /> <br />2"X P.T. PLATE <br /> <br />--""""""'5< <br /> <br />~ <br /> <br />I!il J <br />../ c: ~ L 1/4" MIN. SPACE <br /> <br />I ~ USPTR1 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 II '-- <br /> <br />---' II r-- <br /> <br />"'-2"X STUD @ 24" O.C. MAX. <br /> <br />jl <br /> <br />I <br />J... <br />.,. I <br /> <br />~ <br /> <br />f7'\ TYP. INTERIOR NON-BRG. <br /> <br />\::;/ <br /> <br />) <br /> <br />@ <br /> <br />J <br /> <br />G) PT PlATE <br />S-6 REV. 9/03 <br /> <br />A <br /> <br />SCALE: N.T.5. <br /> <br />2"X4" P.T. PLATE <br /> <br />32" <br /> <br />@ I @ <br />~ <br /> <br />\ 1/2" X S" ANCHOR <br />BOLT W/ 2" x 1/8" FLAT <br />WASHER (TYP) <br /> <br /> <br />@ <br />32" J <br /> <br />SCALE: N.T.S. <br /> <br />12 <br /> <br />I <br />~~~ <br />~ ^ ^ ^ ^ ~ ^ It ^' <br />nnnnv .'C. <br /> <br />1/2" CO DRYWALL ~~~ <br />1/2" P.T. NAILER 1 <br />1/2" DRYWALL <br />aJRTAIN 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 />\::;/ REV. 9/03 TH A <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 />NP <br /> <br />META12 <br />META16 <br />META20 <br />HETA20 <br />H2.5 <br /> <br />1040 <br />1205 <br />1205 <br />1515 <br />415 <br /> <br />H5 465 <br />H7 985 <br />HTI16 4175 <br />MAS 1005 <br /> <br />H02A * 2775 <br /> <br />H05A * 3705 <br />HD6A * 4405 <br /> <br />LUS26 1165/1125 ** <br /> <br />NP <br /> <br />HUS26 1550/ 3325 ** <br /> <br />NP <br /> <br />HUS2S 2000/ 3585 ** <br /> <br />NP <br /> <br />MTS12 1000 <br />MTS16 1000 <br />MTS20 1000 <br />HI0 990 <br /> <br />NP <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 1 1/2" <br />16 - laD x 1 1/2" <br />10 - SD X 1 1/2" <br />8 - 8D X 1 1/2" <br />14 - SO X 1 1/2" <br />18 - 160 X 3 1/2" <br />6 - 100 X 1 1/2" <br />(3) 5/S" DrA BOLTS <br />(3) 3/4" OrA BOLTS <br />(3) 7/8" OrA BOLTS <br /> <br />TA14 <br />TA18 <br />TA18 <br />HTA20 <br />HCDP <br />HCDP <br />HD2X <br />HTI16 <br />FA3 <br />T02 <br />TD5 <br />TDX6 <br /> <br />8 - 10D 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 />THD2S <br /> <br />14 - 100 X 1 1/2" <br />14 - 100 X 1 1/2" <br />14 - 100 X 1 1/2" <br />16-8DXl 1/2" <br /> <br />M1W12 <br />M1W16 <br />M1W20 <br />RT16 <br /> <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRNE 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 WO TRUSSES @ 24" O.C. <br />INSULATION BAFFLE <br />BATT OR BLOWN INSULATION MIN. R-19 <br />TRUSS ANCHOR (SEE PLAN) <br />FIBERGLASS SHINGLE <br />ROOFING FELT <br />APA RATED STRUCTURAL SHEATHING <br />MIN 7/16" FASTENED TO TRUSSES WI <br />SD COMMON WIRE NAILS @ 4" OIC <br /> <br />~~ <br /> <br />SCALE: 1/2" = 1'-0" <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 />84{) <br />NP <br />NP <br /> <br />1030 <br />1520 <br />1520 <br />2005 <br />495 <br />495 <br />1415 <br />4290 <br />1155 <br />3435 <br />41S0 <br />5235 <br /> <br />1533/2553** <br /> <br />1825/3040** <br /> <br />2330/3965** <br /> <br />1030 <br />1030 <br />1030 <br />1030 <br /> <br />95 <br />645 <br /> <br />A <br /> <br />........... <br /> <br />(~ <br /> <br />--- <br /> <br />~'~~ <br />\~~ ~ <br />~lr"W <br />---- <br /> <br />cJ <br />z <br /> <br />1/ ~ <br />V' I I \ <br />1\ -~~ <br />~~.e- <br /> <br />... <br /> <br /> <br />~~ <br /> <br />ir~~' <br /> <br />v>~ <br />- -< <br />64_ <br />~r~!:l. <br /> <br />~VJ I <br /> <br />FASTENERS <br /> <br />NP <br /> <br />7 - laD x 1 1/2" <br />11 - 100 X 1 1/2" <br />11 - 100 X 1 1/2" <br />17 - 100 X 11/2" <br />8 - 8D X 1 1/2" <br />S - 80 X 1 1/2" <br />10 - 100 <br />(1) 5/8" DrA BOLT &.18-160 <br />6 - 100 X 11/2" <br />3 - 5/S" DIA BOLTS <br />3 - 3/4" DrA BOLTS <br />3 -7/8" DrA BOLTS <br /> <br />NP <br /> <br />18-100/ <br />12-100 X 11/2" <br /> <br />18-16DX3 1/2" <br />12.100 X 1 1/2" <br /> <br />2S-160X3 1/2" <br />15-100 X 11/2" <br /> <br />NP <br /> <br />NP <br /> <br />95 <br />95 <br /> <br />(14) laD x 11/2" <br />(14) 100 X 1 1/2" <br />(14) 100 X 11/2" <br />15-10DX11/2" <br /> <br />NOTE: <br />CONNECTOR CAPAOTIES <br />ARE FOR SYP. PLEASE <br />REFER TO MANUFACTURERS <br />FOR ADDITIONAL <br />INFORMATION. <br /> <br />www <br />a::~u <br /><(~~ <br />::)00 <br />OOz <br />U)u.. <br /> <br />PROVIDE BLOCKING AT <br />BEARING TYP. SEE <br />9/S-3 <br /> <br />TRUSSI JOIST IREFTER <br /> <br />CD <br />0) <br />o <br />o <br />I <br />C\I <br />LO <br />I <br />~ <br />~ <br />~ <br />LO <br />~ <br /> <br />. SEE PLAN <br />g FOR CONNECTOR <br /> <br />~ 2 - 2''X4" TOP PLATE <br />~CONST.GRADESPF <br />SPUCE MIN. OF 24" APART <br />SIMPSON SP 2 W/6-10D TO <br />STUD &. TO TOP PLATE <br />2''X4" SPF STUDS @ 16" O.C. <br />W/SIMPSON SP 1& 2 <br />EACH STUD <br /> <br />.k".';::; <br />-;:::.~ <br /> <br />I <br />.) .{. ,'. . . <br />>.' <br />I <br /> <br />12" <br /> <br />, <br /> <br />=:31111',,,-, .... ~~ <br /> <br />.... ,. 6<. <br />111 1118'1 .. :., <br />;ilil~1 <br /> <br />.. " <br />. ~ '. .,,'. . '. IIII <br /> <br />~.~~~' <br />lt€ rtT~ <br /> <br />81 <br /> <br />4" <br /> <br />16" <br /> <br />4" <br /> <br />SIMPSON SP 1 W/6-100 TO <br />STUD &. 4-100 TO BASE PLATE <br /> <br />2500 PSI CONC. <br />W/2 #5 DrA. RODS <br />MIN. LAP 25" (AO 318) <br />SEE FOUNDATION PLAN <br /> <br />>- <br />rl: <br />o <br />I- <br />Z <br />W <br />> <br />Z <br /> <br />~ INTERIOR BEARING <br />f 14A.l , W/UPUFT @ 3.5" STEP-OOWM <br /> <br />\::;/ REV. 3-3-04 AS SCALE: N.T.S. <br /> <br />UPUFT VALUES - (DOUBLE SIDE CONNECTORS-DOUBLES VALUE BELOW) <br />1 (EACH CONNECTOR) EACH STUD - 535 LBS. PER STUD <br /> <br />- <br /> <br />~ C'I <br />" ~~ <br />~ ~ ~cb 9 <br />~ ~~g~~ <br />~ ~ u:~ ,.... <br />'-J CD Qj ~ ai <br />Z .!:::!-...:;,e,tJ <br />wos" <br />a:...JG" <br />~ ~~ <br />" 0- <br />W <br />I- <br />Z <br /> <br />(j w \~ i <br />;~~~ ~ <br />~~~ ~ ~~~l <br />~~~ ~ ~ u <br />~o.~ N~ !!l <br />~8~ ~~ ~ ~ ~ <br />3~w 00 ~~ ~ <br />~!l:lj!: ~~ ~ ~~ <br />~~~ ~~ ~~ ~ <br />~o~ ZV; 01 ~ <br />~~8 !!!! ~ <br />~lt!i; oc s~ <br />:~3 ~~ ~~ <br /> <br />. . . <br /> <br />a <br />o <br />U <br />0\ U <br />o 11) .6 <br />00\ t--.. rtl <br />..... 11) Cf) J:l <br />'1j '1j Cf) !:>- <br />Bro [io~~' <br />~a ~,~~ ~~ <br />~ ~ ~ l:". 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'( r---. <br />~~~ <br />(Q \0 1 <br />Q)M$ <br />s....Mr---. <br />0__1 <br />...cLL(V) <br />Ylro~ <br />1il a. 00 <br />~E~ <br />.~ <br />z <br />o <br />o <br />\..0 <br /> <br />IJ/; <br /> <br />~ <br />~ """'---- METAL DRIP EDGE <br />U~ ~ Z ___ ~~~e~~hr O/C EDGES &. S" O/C FIELD <br /> <br />............................. -......... CONT. VENTED ALUM SOFFIT <br />"-..... ............... 8" X S" X 16" K.O. UNTEL BLOCK <br />^ ".............. W/l #5 DrA. REBAR &. <br />O.H. ............... FILLED SOUD W/GROUT <br />PRECAST "U" UNTEL <br />r..... SEE ELEV. <br />~(SEE S/2A FOR UNTEL <br />_ ~ ;:::;.. 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 /> <br />PRECAST CONC SILL <br />S" X S" X 16" CONC. BLOCK <br />~bECORATlYE FINISH <br />~ FTG. DOWEL #5 DIA. REBAR <br />~ :lS" IN CONe. -25" EXTEND (AO 530) <br />~ F= ABOVE SLAB. ALL LOCATIONS <br />'\ SHOWN ON FOUNDATION PlAN <br />f.= GRADE <br />/ TOP OF SLAB d"'\ <br /> <br />.'x..':; ~ 'fI <br /> <br />- '.t' <br /> <br />V 1/2"X12" AJ07 A.B. OR 5/8" <br />SIMPSON mEN HD THREADED <br />ANCHOR WITH S 1/2" MIN. <br />EMBEDMENT W/2" WASHER <br />~ 32" O.C. MIN. 6" FROM END <br />" W/ #3 PT SYP BASE PLATE <br />I' <br />3 1/2" I <br /> <br />~ . "',' J.. . .t I <br /> <br />Vl <br />c: <br />o <br />'Vi <br />'> <br />~ <br /> <br />LJ") <br />o <br />o <br />N <br /> <br />>- <br />~~ <br />Z~ <br />~.LJ'''''' z z <br />ufil8~ <br />~~ffi~ <br />08~o <br />Zg::>~ <br />~:>~ <br />J-WW~ <br />::r: co ~ UJ <br />l!) I- I- ~ <br />~O 0 <br />{XZ5J: <br />>- ~ J: (J) <br />~~~:;) <br />8~fn~ <br />~Zu.. <br />~~ <br />J:~ <br />I- <br /> <br />- <br />- <br /> <br />I- <br />Q) <br />> <br />o <br />-c <br />c <br /><( <br /> <br />ro <br />3: <br />E <br />2 <br />If) <br /> <br />56 <br /> <br />~ <br />~ <br />8 <br />W <br />~ <br />o <br />J: <br />(J) <br />:;) <br />lJ') <br />o <br />o <br />N <br />@ <br /> <br />LAST PLOT DATE <br />Mar. 22, 05 <br /> <br />.,' <br />