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<br />I <br />+ <br /> <br />I <br />I <br />I <br />... <br />I <br /> <br />j <br />, <br /> <br />X <br />1\. >< ..1 <br />V, 'J <br /> <br />I I <br />+ + <br />I I <br />I <br />I <br />..... ..... <br />I I <br /> <br />- <br /> <br />SPACER BLOCKS <br /> <br />- <br /> <br />j <br />r <br /> <br />"T" <br /> <br /> <br />r:'\ ll'P. "T" AND CORNER DETAIL <br /> <br />~ <br /> <br />~"~ .. <br /> <br />..... '-.:: . <br /> <br />~ <br /> <br />/' <br /> <br />...../' <br /> <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 8'-0" LONG. ll'PlCAL <br /> <br />CD TOP PlATE 'PUCE DETl\Il <br />S-6 <br /> <br />rl <br />,:< <br />! <br />~ <br />N <br />.... <br />o <br />rl <br />,:< <br />rl <br /> <br />~ <br />~ <br />..... <br />'" <br />ob <br />~ <br />i <br /> <br />--- <br />~ <br />~ <br />~ <br />f <br />~ <br />~ <br />j <br /> <br />--- <br />::J <br /> <br />j <br />, <br /> <br />x <br />~:fD: <br /> <br />j <br />r <br /> <br />CORNER <br /> <br />SCALE: N.T.S, <br /> <br />TOP SPUCE <br /> <br />DOUBLE 100 <br /> <br />~6'. <br />"t/ftt, <br /> <br />r--.:~ <br /> <br />v <br /> <br />\ <br /> <br />...../' <br /> <br />laD @ 8" Ole <br /> <br />\_BOTTOM SPUCE <br />OVER STUD <br /> <br />SCALE: N.T.S. <br /> <br />2"X TOP PLATE <br /> <br />2"X P.T. PLATE <br /> <br />~ <br /> <br />Ilil -l <br /> <br />C!I\:= <br />-./ 1/4" MIN. SPACE <br /> <br />USP TRl W/3-8D <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 />-.J y~ <br /> <br />~2"X S11JD @ 24" O.C. MAX. <br /> <br />~'X <br /> <br />I <br />-10. <br /> <br />.P <br /> <br />r:'\ ll'P. INTERIOR NON-BRG. <br /> <br />~ <br /> <br />\ <br /> <br />@ <br /> <br />J <br /> <br />CD PT PlATI <br />S-6 REV. 9/03 <br /> <br />6 <br /> <br />SCALE: N,T.s. <br /> <br />\ 2"X4" P.T. PlATE <br /> <br /> <br /> <br /> <br />@ I @ <br />kW <br /> <br />32" <br /> <br />- 1/2" X 8" ANCHOR <br />~ BOLT W/2" X 1/8" FLAT <br />\. WASHER (ll'P) <br /> <br />~ <br />32" J <br /> <br />SCALE: N.T.S. <br /> <br />12 <br /> <br />~~ <br /> <br />^^ ^^~T\T\T\T\llf\:\ <br />nn~l I y,...... <br /> <br />1/2" CD DRYWALL ------~....... <br />1/2" P.T. NAILER I <br />1/2" DRYWALL <br />OJRTAIN 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 />~ ll'P. WALL SECTION <br />{ 7 'CONCRETE BLOCK <br /> <br />~ REV. 9/03 TH 6 <br /> <br />SIMPSON STRONG TIE <br /> <br />UPUFT LATERAL <br /> <br />CONNECTOR <br /> <br />CAPACIll' <br /> <br />CAPACITY <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 />HET A20 <br />H2.5 <br />H5 <br />H7 <br /> <br />1040 <br />1205 <br />1205 <br />1515 <br />415 <br />465 <br />985 <br /> <br />HTT16 4175 <br />MAS 1005 <br /> <br />HDZA * 2775 <br /> <br />HD5A * 3705 <br />HD6A * 4405 <br /> <br />LUS26 1165/1125 ** <br /> <br />NP <br /> <br />HUS26 1550/3325 ** <br /> <br />NP <br /> <br />HUS28 2000 / 3585 * * <br /> <br />NP <br /> <br />MTS12 1000 <br />MTS16 1000 <br />MTS20 1000 <br />Hl0 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 - 100 X 1 1/2" <br />14 - 100 X 1 1/2" <br />16 - 100 X 1 1/2" <br />10 - 80 X 1 1/2" <br />8 - 80 X 1 1/2" <br />14 - 8D X 1 1/2" <br />18 - 16D X 3 1/2" <br />6 - 100 X 1 1/2" <br />(3) S/8" OrA 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 />H02X <br />HTT16 <br />FA3 <br />TD2 <br />TD5 <br />TDX6 <br /> <br />8 - 100 X 3" <br /> <br />TH026 <br /> <br />20 - 160 X 3 1/2" <br /> <br />TH026 <br /> <br />30 - 16D X 3 1/2" <br /> <br />TH028 <br /> <br />14 - 1 aD x 1 1/2" <br />14 - 10D X 1 1/2" <br />14 - 100 X 11/2" <br />16-8DXl 1/2" <br /> <br />M1W12 <br />MlW16 <br />M1W20 <br />RT16 <br /> <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONL V <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,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 W/ <br />80 COMMON WIRE NAILS @ 4" O/C <br /> <br />J; <br /> <br /> <br />~ ~METALD~PE~E <br />~ ~ ~ Z ___ ~p~~ew&rX" O/C EDGES &. 8" O/C FIELD <br />-.......................... ............... CONT. VENTED ALUM SOFFIT <br />~ .............. 8" X 8" X 16" K.O. UNTEl BLOCK <br />~,~ W/l #5 DIA. REBAR&. <br />O.H. ~ FILLED SOUD W/GROUT <br />PRECAST "U" UNTEL <br />i"""'l SEE ELEV. <br />~(SEE S/2A FOR UNTEL <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 /> <br />~~ <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />, <br /> <br />j. . J. <br />>.' , <br /> <br />12" <br /> <br />USP LUMBER CONNECTORS <br /> <br />UPUFT <br />CAPACIll' <br /> <br />LATERAL <br />CAPACIll' <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 />cj <br />Z <br /> <br />ao <br /> <br />~ w \ I <br />;~~ ; ~'\ ~ <br />~i~ ~~,i i <br />~\j~ 0 '1 <br />~~~ ;g ~ ~ ~~ ~ <br />~8~ 3~ jE g <br />-z Ii. go;. f'l <br />....-t.,j 00 lt~ ~ <br />~~i!: ~~ ~ ~ <br />t~~ ~s ~() a: <br />ffit::~ ~~ ~i :~ <br />o 0 ~ ~ a ~ ....::0 <br />rq~ms ~~~!a : <br />ffi !a ~ :& i!: I <br />:t~ i!:~ ~~ I <br /> <br />1030 <br />1520 <br />1520 <br />2005 <br />495 <br />495 <br />1415 <br />4290 <br />1155 <br /> <br />3435 <br /> <br />4180 <br />5235 <br /> <br />1533/2553** <br /> <br />NP <br /> <br />~::.-... <br />~~ <br />'~J\. ~ <br />~'r'~ <br />--- <br /> <br />FASTENERS <br /> <br />7 - 100 X 1 1/2" <br />11 - 100 X 1 1/2" <br />11 - 100 X 1 1/2" <br />17 - 100 X 1 1/2" <br />8 - 8D X 1 1/2" <br />8 - 80 X 1 1/2" <br />10 - 100 <br />(1) 5/8" DrA BOLT &.18-160 <br />6 - 100 X 1 1/2" <br />3 - 5/8" OrA BOLTS <br />3 - 3/4" DrA BOLTS <br />3 - 7/8" DrA BOLTS <br /> <br />N <br />~ ~~ <br />ffi ~~~~~ <br />w ~ alt'l <br />Z X ..J~......DO <br />Cl ~lL._n . <br />Z DO ... lD <br />W d ~...,,:;,ew <br />a:31D" <br />~ ~~ <br />Cl n. <br />W <br />I- <br />Z <br /> <br />. <br /> <br />. <br /> <br />1825/3040** <br /> <br />NP <br /> <br />t7 ~, <br /> <br />I I \ <br /> <br />)..., - I <br />1\ -f\-~ <br />I ~\l// <br />1I ~ <br />~LL ~ <br />~.... ~ <br />V'-- ~ ~ ~ .~ <br />_r -c:( .9 lJ) ~ ~ <br />· - aJ ]"i fi~;S ~ <br />~ ~ ~ ~ ~ ~ i ~as< <br />, :> ~ OJ E t-.. ~ .~ ~ <br />~ ~ (Ij~ (Ij~~~O <br />O ~ ~~~ ~~~ .~.~ <br />OJ~'3~~~ ~ <br />i- ON{/)Uo...~. 11: <br /> <br />NP <br /> <br />18-10D/ <br />12-100 X 1 1/2" <br /> <br />18-16DX3 1/2" <br />12-100 X 1 1/2" <br /> <br />28-16DX3 1/2" <br />16-100 X 1 1/2" <br /> <br />2330/3965** <br /> <br />1030 <br />1030 <br />1030 <br />1030 <br /> <br />95 <br />95 <br />95 <br />645 <br /> <br />(14) 100 X 1 1/2" <br />(14) 100 X 1 1/2" <br />(14) 100 X 11/2" <br />16-10DX11/2" <br /> <br />NOTE: <br />CONNECTOR CAPACITIES <br />ARE FOR SVP. PLEASE <br />REFER TO MANUFACTURERS <br />FOR ADDITIONAL <br />INFORMATION. <br /> <br />LULULU <br />~(,9U <br />~~~ <br />~OO <br />&Sf?Z <br /> <br />6 <br /> <br />.......... <br /> <br />,~ <br /> <br />PROVIDE BLOCKING AT <br />BEA~NG ll'P. SEE <br />9/S-3 <br /> <br />TRUSS/JOIST IREFTER <br /> <br />0) <br />CO <br />o <br />o <br />I <br />C\I <br />lC) <br />I <br />I'- <br />~ <br />~ <br />lC) <br />~ <br /> <br />. SEE PlAN <br />~ FOR CONNECTOR <br /> <br />g _________ 2 - 2"X4" TOP PLATE <br />~CONST. GRADE SPF <br />SPUCE MIN. OF 24" APART <br /> <br />SIMPSON SP 2 W/6-10D TO <br />S11JO &. TO TOP PLATE <br />2"X4" SPF S11JOS @ 16" O.C. <br />WISIMPSON SP 1&. 2 <br />EACH S11JD <br /> <br />SIMPSON SP 1 W/6-10D TO <br />STUD &.4-100 TO BASE PLATE <br /> <br />2500 PSI CONe. <br />W/2 #5 DrA. RODS <br />MIN. lAP 25" (AO 318) <br />SEE FOUNDATION PLAN <br /> <br />>- <br />0::: <br />o <br />~ <br />z <br />w <br />> <br />z <br /> <br />PRECAST CONC SILL <br />8" X 8" X 15" CONe. BLOCK <br />~DECORATlVE FINISH <br />~ FTG. DOWEL #5 DIA. REBAR <br />~ :18" IN CONC. -25" EXTEND (AO 530) <br />~ = ABOVE SLAB. ALL LOCATIONS <br />~ SHOWN ON FOUNDATION PLAN <br />= - GRADE <br />/ TOP OF SLAB d"\ <br /> <br />~',~ ~ 'P <br />_~l'~'" <br />J <br /> <br />V 1/2")(12" A307 A.B. OR 5/8" <br />SIMPSON TlTEN HD THREADED <br />ANCHOR WITH 8 1/2" MIN. <br />EMBEDMENT W/2" WASHER <br />32" O.e. MIN. 5" FROM END <br />'" W/ #3 PT SYP BASE PLATE <br />\ '. . I' <br />.. ...' >\:J '. 3 1/2" <br />'=l1!1I'1~ ' I" <br />1f--+--iJi i"-..... . '. . .',"t. '. ,t <br /> <br />111 !IISII .':;. . ..... .;. ". <br />111~IISI' , '" <br /> <br />..H'-:;::' <br />:::;:.-.x- <br /> <br />rrtrsr' <br /> <br />I'll <br />~,~IIt::::: <br />I~~I <br /> <br />~ INTERIOR BEARING <br />f 14A.l , W/UPUFT @ 3,5" STEP-DOWM <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 S11JO <br /> <br />4" <br />, <br /> <br />16" <br /> <br />4" <br /> <br />- <br /> <br />. <br /> <br />V'l .~ ~ ~ <br />.z~ O~ a:O <br />~~9o~tno 8~8 <br />~gHffift~ffifta:9~:3 <br />:JO'a~Zu.~zO~:Ja. <br />gKla:o~~o~o-~8~ <br />::l~~::l1-'9~1-'~~~::l <br /><{ ~I-' UJ ~ ~ ~m!:t:l UJ u./- ~ <br />a:UJ<{:J ~~QO>- <br /><{> Oz ~,-za: <br />o ...... u. 0 1 <br /> <br />II <br /> <br />o <br />o <br />l..O <br /><1J <br />.~ ~. <br />.- <br />::l <br />ZVlrii <br />o .rei <br />0~~ <br />>(Q\O <br />~ <1J ('t) <br />Q L. (V) <br />~ ~ 0 <br />,~..c <br />~;E~ <br />i53 <br /> <br />. <br />Z <br />o <br />o <br />l..O <br /> <br />f'.. <br />f'.. <br />N <br />Ln <br />- <br />()) <br />l..O <br />f'.. <br />iT- <br />~M <br />I ~ <br />OJ <br />o..'? <br />e~ <br />OJ <br />H- <br /> <br />III <br />C <br />o <br />'(i) <br />.~ <br />a::: <br /> <br />~ <br />Q) <br />(J)> <br /> <br />- <br />- <br />.- <br /> <br />I <br />~ <br />Q) <br /> <br />.- <br />> <br />......, <br />(J) <br />Q) <br />L. <br />() <br /> <br />L.(') <br />o <br />o <br />N <br /> <br />- <br /> <br />~ <br />E <br />2 <br />(/) <br /> <br />>-1- <br />~z <br />ztx <br />w~zz <br />u~8~ <br />~::>z~ <br />o8~o <br />ZeX~<( <br />~~~ <br />..... w~ <br />:r:~~UJ <br /><.!J 01- I- ::E <br />....... --0 <br />~ZOI <br />fl:~~~ <br />O~eX~ <br />U:)UJ~ <br />a.zLL <br />:a~ <br />:r:~ <br />I- <br /> <br />1- <br />OJ <br />> <br />o <br />-a <br />c <br /><( <br /> <br />LU <br />:E <br />o~ <br />o~ <br />~o.. <br />() SHEET NO. <br />o <br /> <br />: 56 <br /> <br />CO LAST PLOT DATE <br />15 Mar. 22. 05 <br />--I <br /> <br />i <br />! <br /> <br />a: <br />eX <br />8 <br />w <br />~ <br />o <br />:r: <br />V'l <br />::> <br />LO <br />o <br />~ <br />@ <br /> <br />I <br />