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BLOC <br />'T" <br />CORNER <br />1 TYP. 'T' AND CORNER DETAIL <br />S-6 SCALE: N.T.S. <br />2"X TOP PLATE 1 I I \ 1-- 1/4" MIN. SPACE <br />USP TRI W/3-8D <br />COMMON NAILS @ EA <br />TRUSS OR BLOCKING <br />(NOTE: (2) 16D TOE NAILS <br />CAN BE USED IN LIEU OF <br />STC STRAP) <br />STUD @ 24" O.C. MAX. <br />2"X P.T. PLATE <br />2 TYP. INTERIOR NON-BRG. <br />S-6 SCALE: N.T.S. <br />32" <br />P.T. PLATE <br />REV. 9/03 <br />2"X4" P.T. PLATE <br />6" 1 6" <br />32" <br />SCALE: N.T.S. <br />1/2" X 8" ANCHOR <br />BOLT W/ 2" X 1/8" FLAT <br />WASHER (TYP) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />SIMPSON STRONG TIE <br />USP LUMBER CONNECTORS <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />META12 <br />1040 <br />335 <br />7 - 10D X 1 1/2" <br />TA14 <br />1030 <br />245 <br />7 - 10D X 1 1/2" <br />META16 <br />1205 <br />335 <br />12 - 10D X 1 1/2" <br />TA18 <br />1520 <br />245 <br />11 - 10D X 1 1/2" <br />META20 <br />1205 <br />335 <br />14 - 10D X 1 1/2" <br />TA18 <br />1520 <br />245 <br />11 - 10D X 1 1/2" <br />HETA20 <br />1515 <br />335 <br />16 - 10D X 1 1/2" <br />HTA20 <br />2005 <br />590 <br />17 - 101) X 1 1/2" <br />H2.5 <br />415 <br />150 <br />10 - 8D X 1 1/2" <br />HCDP <br />495 <br />255 <br />8 - 8D X 1 1/2" <br />H5 <br />465 <br />115 <br />8 - 8D X 1 1/2" <br />HCDP <br />495 <br />255 <br />8 - 8D X 1 1/2" <br />H7 <br />985 <br />400 <br />14 - 8D X 1 1/2" <br />HD2X <br />1415 <br />NP <br />10 - 10D <br />HTT16 <br />4175 <br />NP <br />18 - 16D X 3 1/2" <br />HTT16 <br />4290 <br />NP <br />(1) 5/8" DIA BOLT & 18-16D <br />MAS <br />1005 <br />575 <br />6 - 10D X 1 1/2" <br />FA3 <br />1155 <br />840 <br />6 - 10D X 1 1/2" <br />HD2A * <br />2775 <br />NP <br />(3) 5/8" DIA BOLTS <br />TD2 <br />3435 <br />NP <br />3 - 5/8" DIA BOLTS <br />HD5A * <br />3705 <br />NP <br />(3) 3/4" DIA BOLTS <br />TD5 <br />4180 <br />NP <br />3 - 3/4" DIA BOLTS <br />HD6A * <br />4405 <br />NP <br />(3) 7/8" DIA BOLTS <br />TDX6 <br />5235 <br />NP <br />3 - 7/8" DIA BOLTS <br />LUS26 <br />1165 / 1125 ** <br />NP <br />8 - 10D X 3" <br />THD26 <br />1533/2553** <br />NP <br />18-10D/ <br />12-10D X 1 1/2" <br />HUS26 <br />1550 / 3325 ** <br />NP <br />20 - 16D X 3 1/2" <br />THD26 <br />1825/3040** <br />NP <br />18-16DX3 1/2" <br />12-IOD X 1 1/2" <br />HUS28 <br />2000 / 3585 ** <br />NP <br />30 - 16D X 3 1/2" <br />THD28 <br />2330/3965** <br />NP <br />28-16DX3 1/2" <br />16-IOD X 1 1/2" <br />MTS12 <br />1000 <br />NP <br />14 - 10D X 1 1/2" <br />MTW12 <br />1030 <br />95 <br />(14) 10D X 1 1/2" <br />MTS16 <br />1000 <br />NP <br />14 - 10D X 1 1/2" <br />MTW16 <br />1030 <br />95 <br />(14) 10D X 1 1/2" <br />MTS20 <br />1000 <br />NP <br />14 - 10D X 1 1/2" <br />MTW20 <br />1030 <br />95 <br />(14) 10D X 1 1/2" <br />H10 <br />990 <br />585 <br />16-8DX1 1/2" <br />RT16 <br />1030 <br />645 <br />16-IODXI 1/2" <br />* MINIMUM 3" MEMBER NOTE: <br />** REACTIONS ARE FOR ROOF LOADS ONLY CONNECTOR CAPACITIES <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE ARE FOR SYP. PLEASE <br />SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. REFER TO MANUFACTURERS <br />NP - NOT PUBLISHED FOR ADDITIONAL <br />INFORMATION. <br />PRE ENGINEERED WD TRUSSES @ 24" O.C. <br />INSULATION BAFFLE <br />12 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 />8D COMMON WIRE NAILS @ 4" 0/C <br />1/2" CD DRYWALL 4------ <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 />MARBLE STOOL <br />1 X 2 P.T FURRING <br />R-3 FOIL INSUL ON OCT <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 />TREATED <br />CLEAN FILL <br />SEE FND. PLAN FOR <br />FOOTING SIZE AND <br />REINF. <br />TYP. WALL SECTION <br />7 N CONCRETE BLOCK <br />S-6 REV. 9/03 TH <br />3 <br />�- METAL DRIP EDGE <br />BOUNDARIES 6" O/C EDGES & 8" O/C FIELD <br />2" X SUBFASCIA <br />CONT. VENTED ALUM SOFFIT <br />8" X 8" X 16" K.O. LINTEL BLOCK <br />W/1 #5 DIA. REBAR & <br />O.H. FILLED SOLID W/GROUT <br />owl PRECAST "U" LINTEL <br />°E ELEV. <br />(SEE S/2A FOR LINTEL <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 />PRECAST CONC SILL <br />8" X 8" X 16" CONC. BLOCK <br />DECORATIVE FINISH <br />FIG. DOWEL #5 DIA. REBAR <br />18" IN CONC. -25" EXTEND (ACI 530) <br />ABOVE SLAB. ALL LOCATIONS <br />SHOWN ON FOUNDATION PLAN <br />GRADE <br />TOP OF SLAB fi <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT <br />BEARING TYP. SEE <br />9/S-3 <br />TRUSS/JOIST/REFTER <br />�- SEE PLAN <br />FOR CONNECTOR <br />R\_ 2 - 2"X4" TOP PLATE <br />CONST. GRADE SPF <br />SPLICE MIN. OF 24" APART <br />STUD & TO TOP PLATE <br />2"X4" SPF STUDS @ 16" O.C. <br />W/SIMPSON SP 1& 2 <br />EACH STUD <br />SIMPSON SP 1 W/6-10D TO <br />STUD & 4-10D TO BASE PLATE <br />1/2"X12" 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 />W/ #3 PT SYP BASE PLATE <br />> 3 1/2" <br />12" <br />e. <br />2500 PSI CONC. <br />W/2 #5 DIA. RODS <br />4" 4" 16" MIN. LAP 25" (AQ 318) <br />SEE FOUNDATION PLAN <br />INTERIOR BEARING <br />W/UPLIFT @ 3.5" STEP-DOWM <br />REV. 3-3-04 AS SCALE: N.T.S. <br />UPLIFT VALUES - (DOUBLE SIDE CONNECTORS -DOUBLES VALUE BELOW) <br />1 (EACH CONNECTOR) EACH STUD - 535 LBS. 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