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BIN B-4 PERMIT 4314
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BIN B-4 PERMIT 4314
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Last modified
7/29/2008 4:17:39 PM
Creation date
6/12/2008 10:59:49 AM
Metadata
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Template:
Building Plans
Street #
7936
Location
MERCHANTVILLE CR
Contractor
US HOMES
Building Plans - Permit #
4314
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Sl'UCE DETAIL <br />S-6 <br /> <br />..... <br />,:.; <br />..j <br />~ <br />~ <br />~ <br />oF, <br />N <br />~ <br />..... <br />..... <br />~ <br />~ <br />---. <br />'" <br />,c <br />~ <br /> <br />~ <br />c: <br />-;; <br />~ <br />~ <br />i <br />~ <br /> <br />J <br />~ <br />~ <br />.g <br />~ <br />,/ <br />:; <br /> <br />100 @ 8" O/C <br /> <br />.... <br /> <br />\ <br /> <br />LBOTTOM SPUCE <br />OVER STUD <br /> <br />..../' <br /> <br />SCALE: N.T.S. <br /> <br />il~1 J <br /> <br />/~1 \ L 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 />2"X TOP PLATE <br /> <br />2"X P.T. PLATE <br /> <br />~~ <br /> <br />~ <br /> <br />1 . <br /> <br />~/- <br /> <br />~/- <br /> <br />"'----2"X STUD @ 24" O.e. MAX. <br /> <br />. <br /> <br />~ ll'P. INTERIOR NON-BRG. <br /> <br />\:Y <br /> <br />) <br /> <br />@ <br /> <br />J <br /> <br />Q PT PLAT!' <br /> <br />S-6 REV. 9/03 <br /> <br />6 <br /> <br />2"X4" P.T. PlATE <br /> <br />32" <br /> <br />~ <br /> <br />I <br />-'- <br />I <br />. <br /> <br />SCALE: N.T.S. <br /> <br />@ I @ <br />~ <br /> <br />SIMPSON STRONG TIE <br /> <br />UPUFT LATERAL <br /> <br />CONNECTOR <br /> <br />CAPACITY <br /> <br />CAPACIlY <br /> <br />META12 <br />META16 <br />META20 <br />HETA20 <br />H2.5 <br />H5 <br />H7 <br /> <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 />1040 <br />1205 <br />1205 <br />1515 <br />415 <br />465 <br />985 <br /> <br />HTT16 4175 <br />MAS 1005 <br /> <br />H02A * 2775 <br />H05A * 3705 <br />HD6A * 4405 <br /> <br />LUS26 1165 11125 ** <br /> <br />NP <br /> <br />HUS26 1550/3325 ** <br /> <br />NP <br /> <br />HUS28 2000 I 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 - 10D X 1 1/2" <br />12 - 100 X 1 1/2" <br />14 - 100 X 11/2" <br />16 - 100 X 1 1/2" <br />10 - 80 X 1 1/2" <br />8 - 80 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" OIA BOLTS <br />(3) 3/4" OIA BOLTS <br />(3) 7/8" DIA BOLTS <br /> <br />TA18 <br />TA18 <br />HTA20 <br />HCDP <br />HCDP <br />H02X <br />HTT16 <br />FA3 <br />TD2 <br />T05 <br />TDX6 <br /> <br />8 - 100 X 3" <br /> <br />THD26 <br /> <br />20 - 16D X 3 1/2" <br /> <br />TH026 <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 " 100 X 1 1/2" <br />16-BDX1 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 ORIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE <br />SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. <br />NP - NOT PU8USHED <br /> <br />\ 1/2" X 8" ANCHOR <br />BOLT W/ 2" X 1/8" FLAT <br />WASHER (ll'P) <br /> <br /> <br />@ <br />32" J, <br /> <br />SCALE: N,T.S. <br /> <br />12 <br /> <br />PRE ENGINEERED WO TRUSSES @ 24" O.e. <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 />80 COMMON WIRE NAILS @ 4" OIC <br /> <br />I <br /> <br />~~~-0 <br /> <br />nn n y ~ <br />1/2" CD DRYWALL _________~.-.- ... 1 ~ ~ METAL DRIP EDGE <br />1/2" P.T. NAILER i \ J ~ ~ ~~~S~~hf OIC EDGES & 8" OIC FIELD <br />1/2" DRYWALL /............... ~ CONT. VENTED ALUM SOFm <br />CURTAIN NAILER ~ ~ ~ ,8" X 8" X 16" K.O. UNTEL BLOCK <br />1 X 6 P.T. @ WINDOWS ~ . ~ Wll #5 DIA. REBAR & <br />1 X 6 P.T. @ S.G.O. O.H. "-....... FILLED SOUD W/GROUT <br />1 X 4 P.T. @ SIDE BUCKS PRECAST "U" UNTEL <br />... SEE ELEV. <br />~ ,(SEE 512A FOR UNTEL <br />...-II ;... FILL CELL -1 #5 DlA. REBAR W/ GROUT <br />;.0. SIZE & REINFORCEMENT) <br />@ALL LOCATIONS SHOWN ON <br />FOUNDATION & FLOOR PLANS <br />____ ALUM FRAMED WINDOW WI SCREEN <br /> <br />.... PRKAST CONC SILL <br />8" X 8" X 16" CONe. BLOCK <br />DECORATIVE FINISH <br />FTG. DOWEL #5 DlA. REBAR <br /> <br />ABOVE SLAB. ALL LOCATIONS <br />SHOWN ON FOUNDATION PLAN <br />- GRADE <br />/ TOP OF SLAB d"\ <br /> <br />TREATED ~.~..:X ~ 'f/ <br />CLEAN FILL -~'. '.,- <br />J <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 V1SQUEEN <br /> <br />SEE FND. PLAN FOR <br />FOOTING SIZE AND <br />REINF. <br /> <br />~ ll'P. WALL SECTION <br />( 7 'CONCRETE BLOCK <br /> <br />\:y REV. 9/03 TH 6 <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />, <br /> <br />I <br />), . t. <br />")..' <br />I <br /> <br />12" <br /> <br />TA14 <br /> <br />USP LUMBER CONNECTORS <br /> <br />UPUFT <br />CAPACITY <br /> <br />LATERAL <br />CAPACITY <br /> <br />~~ <br />~~ <br />U <br />z <br /> <br />./-1-' \ <br />-~6 ~. <br />1~\:-/j <br />t/9- <br />ZIL <br /> <br /> <br />- <br />- ~ <br /> <br />IV> <br />- < <br /> <br />I/I:!: <br />~ t <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 - 10D X 11/2" <br />8 " 80 X 1 112" <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 />18-100/ <br />12-100 X 11/2" <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 1 1/2" <br />(14) 100 X 1 1/2" <br />(H) 100 X 11/2" <br />16-10DX11/2" <br /> <br />NOTE: <br />CONNECTOR CAPACITIES <br />ARE FOR SYP. PLEASE <br />REFER TO MANUFACTURERS <br />FOR ADDmONAL <br />INFORMATION. <br /> <br />www <br />o::(9U <br />~~~ <br />::)00 <br />5S~z <br /> <br />1030 <br /> <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 />PROVIDE BLOCKING AT <br />BEARING ll'P. SEE <br />9/S-3 <br /> <br />TRUSSI JOIST /REFTER <br /> <br />C\I <br />~ <br />~ <br />o <br />I <br />C\I <br />L() <br />I <br />I'- <br />~ <br />~ <br />L() <br />~ <br /> <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 />4 SEE PlAN <br />8: FOR CONNECTOR <br /> <br />~ 2 - 2"X4" TOP PLATE <br />~CONST. GRADE SPF <br />SPUCE MIN. OF 24" APART <br />SIMPSON SP 2 W/6-10D TO <br />STUD & TO TOP PLATE <br />2"X4" SPF Sl1JOS @ 16" O.C. <br />W/SIMPSON SP 1& 2 <br />EACH STUD <br /> <br />~~I.' <br />'Iii IS <br /> <br />4" <br /> <br />16" <br /> <br />4" <br /> <br />1825/3040** <br /> <br />NP <br /> <br />SIMPSON SP 1 W/6-10D TO <br />STUD & 4-10D TO BASE PLATE <br /> <br />Y 1/2")(12" A307 A.B. OR 5/8" <br />SIMPSON TITEN HD THREADED <br />ANCHOR WITH 8 1/2" MIN. <br />EMBEDMENT W/2" WASHER <br />& 32" O,C. MIN, 6" FROM END <br />" WI #3 PT SYP BASE PLATE <br />\." .'. : ~ 3 1/2" J <br /> <br />'.' : '-:""'::~' . .....:.;....>.: . :' <br /> <br />I ".: .' . , :"L:il11 IIElII <br />:IIF <br />liEili. llE:1I' <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 />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 />I- <br />Z <br />W <br />> <br />Z <br /> <br />6 <br /> <br />i'...... <br /> <br />.& <br /> <br />..H'';::; <br />-;::::';..Fr <br /> <br />~ INTERIOR BEARING <br />{ HA.1 , W/UPUFT @ 3.5" STEp.DOWM <br /> <br />\.:::.J 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 Sl1JD <br /> <br />- <br /> <br />N <br />~ ~~ <br />0::: ~~IO <br />~ ~~g$~ <br />z X _O)~ <br />~ g u::?-n- . <br />z IX) ..... 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C? <br />$Er-i <br />.~ <br />Z <br />o <br />o <br />\.0 <br /> <br />V) <br />c: <br />o <br />'Vi <br />'5 <br />~ <br /> <br />l.J1 <br />o <br />o <br />N <br /> <br />>-1- <br />Zz <br />~w <br />ZU1 <br />.......zz <br />WOOO <br />Uwuv; <br />~~rE> <br />o8t:o <br />Za::~<( <br />0..::>0.. <br />~::>~ <br />I-ww~ <br />::c[O~w <br />191-1-~ <br />I-f 0 ::J 0 <br />~zoJ: <br />>-~~U1 <br />a.~~::J <br />O~a::~ <br />U:)wa:: <br />o..ZLL <br />la~ <br />J:~ <br />I- <br /> <br />- <br />- <br /> <br />1- <br />Q) <br />> <br />o <br />-a <br />c: <br /><( <br /> <br />ro <br />$ <br />E <br />2 <br />(f) <br /> <br />56 <br /> <br />~ <br />8 <br />w <br />:E <br />o <br />J: <br />I,J) <br />::J <br />Ln <br />o <br />o <br />N <br />(Q) <br /> <br />C\I <br />~ <br />~ <br />LAST PLOT DATE <br />(5 ~ar. 23, 05 <br /> <br />.-J <br />
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