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<br />I <br />+ <br /> <br />I <br /> <br />~ <br />I <br /> <br />j <br />r <br /> <br />X <br />tI. >< ,,1 <br />V . ~ <br /> <br />I-- <br /> <br />- <br /> <br />j <br />r <br /> <br />j <br />r <br /> <br />I I <br />+ + <br />I I <br />I I <br />I I <br />... ~ <br />I I <br /> <br />tx' <br />~~D' <br /> <br />SPACER BLOCKS <br /> <br />r <br />CORNER <br /> <br />"T" <br /> <br /> <br />0'\ TYP. "T" AND CORNER DETAIL <br /> <br />\::.,) <br /> <br />-.......:: . <br />~ <br /> <br />/" <br /> <br />SCALE: N.T.S. <br /> <br />TO? SPUCE <br /> <br />DOUBLE 100 <br /> <br />'18_ <br />tltl1>: <br /> <br />i"': . <br />~. <br />~"~ <br />V \ <br /> <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 8'-0" LONG. TYPICAL <br /> <br />"/,, <br /> <br />@ TOP PlATE SPUCE DETAIL <br />S-6 <br /> <br />.... <br />,:.; <br />{ <br /> <br />.... <br /> <br />~ <br />f1j <br />~ <br />.... <br />.... <br />~ <br />~ <br />M- <br />oil <br />i <br />'i <br />:: <br />j <br />t <br />~ <br />1 <br />~ <br />~ <br />j <br /> <br />,.- <br />::l <br /> <br />100 @ 8" O/C <br /> <br />\_BOTTOM SPLICE <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 />I <br />L ~ <br />1 . <br /> <br />i~1 <br /> <br />./ ~l \ L 1/4" MIN. SPACE <br /> <br />L USP TRl W/3-8D <br />COMMON NAlLS @ EA <br />TRUSS OR BLOCKING <br />---J / - (NOTE: (2) 160 TOE NAILS <br />---J / - CAN BE USED IN llEU OF <br />STC STRAP) <br /> <br />'--2"X S11JD @ 24" O.C. MAX. <br /> <br />~b <br /> <br />I <br />-.!.. <br />I <br /> <br />~ <br /> <br />r\. TYP. INTERIOR NON-BRG. <br /> <br />\::.,) <br /> <br />\ <br /> <br />@ <br /> <br />j, <br /> <br />Q PT PlAn <br />$-6 REV. 9/03 <br /> <br />8 <br /> <br />SCALE: N.T.S. <br /> <br />2"X4" P.T. PLATE <br /> <br />32" <br /> <br />@ I @ <br />kW <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 />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 />SIMPSON STRONG TIE <br /> <br />CONNECTOR <br /> <br />UPllFT <br />CAPACITY <br /> <br />LATERAL <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 />MET A20 <br />HETA20 <br />H2.5 <br /> <br />1040 <br />1205 <br />1205 <br />1515 <br />415 <br /> <br />H5 465 <br />H7 985 <br />HTT16 4175 <br />MAS 1005 <br /> <br />H02A * 2775 <br /> <br />HD5A * 3705 <br />HD6A * 4405 <br /> <br />LUS26 1165/1125 ** <br /> <br />NP <br /> <br />HUS26 1550 I 3325 ** <br /> <br />NP <br /> <br />HUS28 2000/ 3585 ** <br /> <br />NP <br /> <br />MTS12 1000 <br />MTS16 1000 <br />MTS20 1000 <br />HID 990 <br /> <br />NP <br />NP <br />NP <br />585 <br /> <br />UPllFT CONNECTION CROSS-REfERENCE <br /> <br />FASTENERS <br /> <br />CONNECTOR <br /> <br />7 - 100 X 1 1/2" <br />12 - 100 X 11/2" <br />14 - 100 X 11/2" <br />16 - 100 X 1 1/2" <br />10 . 8D X 1 1/2" <br />8 - 8D X 1 1/2" <br />14 - 80 X 11/2" <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 />HTA20 <br />HCDP <br />HCOP <br />HD2X <br />HTT16 <br />FA3 <br />TD2 <br />TD5 <br />TDX6 <br /> <br />8 - 100 X 3" <br /> <br />THD26 <br /> <br />20 - 16D X 3 1/2" <br /> <br />THD26 <br /> <br />30 - 16D X 3 1/2" <br /> <br />THD28 <br /> <br />14 - 10D X 11/2" <br />14 - 100 X 1 112" <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 ONLY <br />*** DO NOT DRNE NAlLS 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 />12 <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" OIC <br /> <br />SEE fNO. PLAN FOR <br />FOOTING SIZE AND <br />REINF. <br /> <br />~ TYP, WALL SECTION <br />f 7 , CONCRETE BLOCK <br /> <br />\::.,) REV. 9/03 TH 8 <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />12" <br /> <br />, <br /> <br />).' . <br /> <br />USP LUMBER CONNECTORS <br /> <br />UPllFT <br />CAPACITY <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 />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 />--~ <br />~'[J~ <br />~~~ ~ <br />~'i"'fY <br />-- <br /> <br />cJ <br />z <br /> <br />FASTENERS <br /> <br />7 - 100 X 11/2" <br />11 - 10D 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 - 8D X 1 1/2" <br />10 - 100 <br />(1) 5/8" DIA BOLT &.18-16D <br />6 - laD x 1 1/2" <br />3 - 5/8" DIA BOLTS <br />3 - 3/4" DIA BOLTS <br />3 - 7/8" DIA BOLTS <br /> <br />t'lco <br />~ ~~ <br />~ m~~~~ <br />z x -;;)~~ <br />~ gC;:...-n . <br />Z ao...-lD <br />. ~~eu.i <br />W05" <br />-l a:..J,," <br />r2 j~ <br />~ 0- <br />W <br />~ <br />Z <br /> <br />1~ <br />+--- <br /> <br />-V~6 ' <br />I ~t~ -/j; <br />(f <br />~ u.., <br /> <br />ir - .,.. <br />-,.r: <br />IV). ~ <br />.. <t: <br /> <br />A_ a. <br /> <br />V r"- <br />~~J ~ <br />~ ~ <br /> <br />18-100/ <br />12-10D X 1 1/2" <br /> <br />18-16DX3 1/2" <br />12-100 X 11/2" <br /> <br />28-16DX3 1/2" <br />16-100 X 1 1/2" <br /> <br />(14) 100 X 11/2" <br />(14) 10D X 11/2" <br />(14) 100 X 11/2" <br />IG-l0DX11/2" <br /> <br />NOTE: <br />CONNECTOR CAPAOTIES <br />ARE FOR SYP. PLEASE <br />REFER TO MANUFACTURERS <br />FOR ADDITIONAL <br />INFORMATION. <br /> <br />UJUJUJ <br />~l9U <br />~~~ <br />=>00 <br />5S~z <br /> <br />1533/2553** <br /> <br />NP <br /> <br />PROVIDE BLOCKING AT <br />BEARING TYP. SEE <br />9/S- 3 <br /> <br />TRUSSjJOIST /REfTER <br /> <br />('I) <br />0) <br />o <br />o <br />I <br />C\I <br />L() <br />I <br />f'-. <br />~ <br />~ <br />L() <br />~ <br /> <br />1825/3040** <br /> <br />NP <br /> <br />4 SEE PLAN <br />~ FOR CONNECTOR <br /> <br />_______ 2 - 2"X4" TOP PLATE <br />~ CONST. GRADE SPF <br />SPUCE MIN. OF 24" APART <br />SIMPSON SP 2 W/G-I0D TO <br />S11JO &. TO TOP PLATE <br />2"X4" SPF SllJDS @ 16" O.e. <br />W/SIMPSON SP 1& 2 <br />EACH STUD <br /> <br />SIMPSON SP 1 W/6-100 TO <br />STUD & 4-100 TO BASE PLATE <br /> <br />Y 1/2"X12" A307 A.B. OR 5/8" <br />SIMPSON TlTEN HO THREADED <br />ANCHOR WITH 81/2" MIN. <br />EMBEDMENT W/2" WASHER <br />32" O,C. MIN, 6" FROM END <br />'" WI #3 PT SYP BASE PLATE <br />31/2"J <br /> <br />>- <br />0::: <br />o <br />r- <br />z <br />w <br />> <br />z <br /> <br />~ INTERIOR BEARING <br />f 14A.l , W/UPllFT @ 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 S11JD - 535 LBS. PER S11JO <br /> <br />2330/3965** <br /> <br />NP <br /> <br />1030 <br />1030 <br />1030 <br />1030 <br /> <br />95 <br />95 <br />95 <br />645 <br /> <br />8 <br /> <br />.......... <br /> <br />.~ <br /> <br />.H"~ <br />-;::::.~ <br /> <br />4" <br /> <br />16" <br /> <br />4" <br /> <br />- <br /> <br />GO <br /> <br /> <br />~ !! ! <br />~ F ~ <br />oLU~ Q. <br />~F8 ~ Ii <br />~:~ t-!i ~~ i ! <br />O!~ ~ ~ ~ ~ <br />~; N . ~ i9 <br />~8~ ~! ~ ~ ~ <br />....~LU 00 ~~ -.:;J'4 \ <br />~~F ~~ !lS ~. <br />~~~ ~fa () ~ <br />~~z ~~ I ~, <br />oo~ in o~ ; <br />~~fa I!!! ~ <br />I:::!!t~ o~ fa!!! <br />f50 !(.lLU zF <br />:~:S F~ ~~ <br /> <br />. . . <br /> <br />El <br />,0 <br />i(,,( <br />r.J\ : U <br />o~ ~ I'~ <br />......11)'~ I~ <br />"'d "'d ~ , ~ <br />.a r'i ' O~i....' <br />(f) 0 t:t: ~ ("-l! ~ ('I') <br />"" C!::: ",," 't 0'\' t;OO'\ <br />OJ OJ OJ t.... .... I...... ('I') <br />~ ~ ....., rJl~ <br />r'i 1::; r'i g; 0'\, OJ 0 <br />~ (j) t.... ~ ~ ~i ~ 8 <br />OJ ~.~ OJ ~ ~i ~ ~ <br />o ("-l (f) d p,., ~! ~ 1t: <br />i <br />i <br /> <br />In In ~ Z <br />~... 5 ~ ... 5 ~ 8 [X; g <br />~~"Ctn~~tn~ of2iJ <br />~=>:::EiEa:~ffia:[X;zs;: <br />:J O'><:::E z u.. ~ Z O':(:J ~ <br />SS~~O~~Q~Qw8~ <br />~~~:J~9~~~~~:J <br />~~~~~~~~g~~ <br />o ::s u.. 0 <br /> <br />UJ <br />~ <br />O~ <br />O~ <br />~o.. <br />U SHEET NO. <br />o <br /> <br />- <br /> <br />CO <br /> <br />II <br /> <br />~ <br />Q) <br />(J)> <br /> <br />- <br />- <br />.- <br /> <br />I <br />3: <br /><1> <br /> <br />.- <br />> <br />....... <br />(J) <br /><1> <br />'- <br />() <br /> <br />('i') <br />en <br />....... <br />o <br />....J <br /> <br />o <br />01 <br />~ ! <br />(]J <br />+-I ' <br />'5 ~ <br />ZVl-t-i <br />o . M ~ <br />1-4 -0 .1 N <br />Vl > C;J'\ I" <br />1-4 - <<:> Y I <br />> CO "0 1 <br />a~~$ <br />"'<(O.L~ <br />~a...cLLM <br />~ (J) I 1"""i <br />"':E~roco <br />~(]JE~ <br />r-5ro <br />.1+- <br />Z' <br />i <br />o <br />o <br />~ <br /> <br />Vl <br />C <br />o <br />'Vi <br />'5 <br />~ <br /> <br />Lf') <br />o <br />o <br />N <br /> <br />>- <br />~~ <br />z~ <br />W......zz <br />u@8~ <br />~~z~ <br />08~o <br />Zlt>~ <br />~>~ <br />I-ww~ <br />::c co ::c w <br />(D~~~ <br />~o~O <br />0::: z B J: <br />>- ?i ~ (J) <br />a. ::E ~ ::) <br />O~~~ <br />u w~ <br />ZLL <br />(J)Z <br />......c:( <br />::C::E <br />~ <br /> <br />I <br /> <br />~~ ~ /jj; <br /> <br />vnvnnn ,'C. ~ <br /> <br />1/2" CD DRYWALL -~ Il ~ '""---- METAL DRIP EDGE <br />1/2" P.T. NAILER ~ ~ U ___ ~~~S~~~" O/C EDGES &. 8" O/C FIELD <br />1/2" DRYWALL ~ lh ~ ~ CONT. VENTED ALUM SOfflT <br />CURTAIN NAILER ~ ............... ~8" X 8" X 10" K.O.llNTEL BLOCK <br />1 X 6 P.T. @ WINDOWS ^ ................. W/l #5 DIA. REBAR & <br />1 X 6 P.T. @ S.G.D. O.H. ............... FIlLED SOUD W/GROUT <br />1 X 4 P.T. @ SIDE BUCKS ~.. PRECAST "U" llNTEL <br />""'III SEE ELEV. <br />~(SEE S/2A FOR llNTEL <br />-'" ;::::::: FILL CELL -1 #5 DIA. REBAR WI GROUT <br />~ SIZE &. REINFORCEMENT) <br />@ ALL LOCATIONS SHOWN ON <br />FOUNDATION & FLOOR PLANS <br />ALUM FRAMED WINDOW W / SCREEN <br />..~ ~ PRECAST CONC SILL <br />8" X 8" X 16" CONe. BLOCK <br />DECORATIVE FINISH <br />~ FTG. DOWEL #5 DIA. REBAR <br /> <br />~ F r- ABOVE SLAB. ALL LOCATIONS <br />\( SHOWN ON FOUNDATION PLAN <br />~ GRADE <br />~ / TOP OF SLAB d"\ <br /> <br />TREArm .~ ~ 'f/ <br /> <br />ClEAN FILL - - " t '.. <br />J <br /> <br />i t. ,.... <br /> <br />"'=1111";~ :'~:' <br />jEE]IIII~' ..;. ~ . ........ ,f <br />11111lElI . ;. . ..... .\.....~.. > <br />ill ElII', '.".. '1f~ <br />II~ ~' <br />Ell. .. - ~ 2500 PSI CONe. <br />W/2 #5 DIA. RODS <br />MIN. lAP 25" (ACI 318) <br />SEE FOUNDATION PLAN <br /> <br />L.. <br />OJ <br />> <br />o <br />-a <br />c <br /><( <br /> <br />-- <br />-- <br />ro <br />$ <br />~ <br />V> <br /> <br />LAST PLOT DATE <br />Mar. 22, 05 <br /> <br />0..: <br />~ <br />8 <br />w <br />::E <br />o <br />::c <br />IJ) <br />::) <br />U1 <br />o <br />o <br />N <br />@ <br />