Laserfiche WebLink
WOOD NOTES <br />1. ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH <br />-f ' COAST REGION, GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECAONBUREAU <br />n <br />DesWH <br />* 014 em, <br />1?/ Min,1 4 ,-3/ <br />a .*1 HAW£,6=02 <br /> 6*,F e-1 1,40F«IA \13 .L (F 3 10}MAAW« <br />--eept».ce *) 6,<6 't>c_ W <br />pw YA- 4¥ G <br />FeT · <br />2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOWS: <br />ROOF & FLOOR BEAMS . . . . . . . . No. 1 <br />ROOF & FLOOR JOISTS . . . . . .... . . . . No. 2 <br />EXTERIOR WALL STUDS: <br />LESS THAN 10 FEET IN HEIGHT . . . . . . . . ..STUD or No. 3 <br />GREATER THAN 10 fEET IN HEIGHT . ... . .. .... .... .. . No. 2 <br />INTERIOR PARTmON STUDS . . . . . . . .STD. or CONSTRUCTION <br />BLOCKING OR BRIDGING . .. .f UTILITY <br />POST & HEADERS . . . .. . . . . . .No. 2 <br />3. ALL SOLE PLATES AND WOOD THAT IS LESS THAN 1 -1/2 INCHES CLEAR FROM <br />MASONRY OR CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR <br />STRUCTURAL STEEL <br />1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR <br />STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS AS.T.M. A572 GRADE 50 OR DUAL <br />GRADE STEEL <br />2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. <br />3. All- BOLTS FOR STEEL MEMBERS SHALL CONFORM TO AS.T.M. A-307 UNLESS <br />OTHERWISE NOTED. <br />4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE <br />FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL. LAQUER OR GALVANIZING <br />BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO <br />AS.T.M. A-325 OR A-490. <br />:52 <br />. r.- <br />CD <br />(aD <br />® r=-= <br />(0 WL . 19•4 B. <br />CF,[ 694£_; <br />46$6 1 <br />- p.v f.T. 6,6 <br />1/ <br />STRUCT. STEEL WELDING <br />1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL <br />COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. <br />SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY <br />AUTHORITY. <br />FIELbi WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5) <br />S OTHEkWISE NOTED. <br />ME LOC <br />08 <br />t/«r <br />lu) 9 Ulpt.W <br />1%,· <br />.02' '04- ALL 96[rr eps SHALL BE FULL PENETRAHON <br />OWAPPROVAL <br />ELECTROD W/20/-# TOUGHNESS <br />.6 \ <br />U.N.O. <br />I . <br />FABRICATION FROM THE SHOP PERFORMING WELDING OR A <br />'ECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR <br />@) &01-1 c <br />r14 p ' ELECTRICAL *4 of this plan and-edvaid <br />50¢10»S,0 A <br />F 4 <br />' " -I.X*, 1.<0.- 0..¥14:07 w/ 4 <br />4 4/50' Xr fe-/ry\e, ,0« * 06 40 .\13%04. <br />f SANTA h. <br />it NO. 36969 Ig <br />4 , % /k 4 <br />>,44€14> <br />42- '>D - ; 3 <br />54- <br />\Ul».t <br />94 4 1-A <br />-Cppress; CA 90634 <br />L <br />j <br />T: 7.1-4 · 170·6780E: Soskil/11*larR <br />rejpab <br />00.C0M1 <br />r