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N!SAL STRUCTURAL NOTES <br /> (The following apply unless shown otherwise on the plans) A88RC1IATI <br /> At L Angle <br /> STRUCTURAL OBSERVATION d Penny (Nails) LIN. Linear <br /> Diameter LL Live Load <br /> 45. COLD-FORMED STEEL FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE AS NOTED IN IBC SECTION 1110,STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT.STRUCTURAL LLH Long Leg Horizontal <br /> PLANS: OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, INCLUDING BUT NOT LIMITED A.B. Anchor Bolt LLV Long Leg Vertical <br /> TO,THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED ADD. Addendum LONGIT. Longitudinal <br /> A. COLD FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAUGE SHOWN ON THE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS.STRUCTURAL ADDL. Additional LT. T. Lightweight <br /> PLANS.ALL FRAMING MEMBERS SHALL COMPLY WITH I.G.C.REPORT ER-4Q43P.NOTATIONS ON THE OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS REQUIRED BY IBC ALT. Alternate <br /> DRAWINGS,RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS,REFER TO SECTIONS 110 AND 1104. APPROX. Approximate MAIL. Material <br /> CATALOG NUMBERS OF MEMBERS MANUFACTURED BY THE STEEL STUD MANUFACTURERS ASSOCIATION(5SMA). ARCH. Architect MAX. Maximum <br /> PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN,PROVIDED THEY ARE IN OUR STRUCTURAL OBSERVATION,WE WILL SELECT PORTIONS OF WORK TO REVIEW CLOSELY A5 WELL AS M.B. Machine Bolt la iz <br /> EQUIVALENT IN SHAPE,SIZE,STIFFNESS,AND STRENGTH.ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND iz <br /> B.U. Built-up MECH. Mechanical LCLtu <br /> BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION.ALL COLD FORMED STEEL SPECIFICATIONS.SUCH REVIEW PROCEDURES WILL BE CONDUCTED IN ACCORDANCE WITH COMMONLY B/ Bottom of MEZZ Mezzanine <br /> FRAMING SHALL CONFORM TO THE A.I.5.1. "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL ACCEPTED STANDARDS OF PRACTICE.THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES BF Braced Frame MF Moment Frame <br /> BLK. Block MFR. Manufacturer <br /> STRUCTURAL MEMBERS." INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW 15 PERFORMED AND THAT THE RESULTS WILL BE n <br /> INFERRED TO EXIST IN OTHER AREAS NOT REVIEWED. BLKG. Blocking MIN. Minimum - <br /> :9-,3 Z <br /> B. MATERIAL: BLDG. Building MISC. Miscellaneous <br /> (13 <br /> METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED,CONFORMING AS FOLLOWS: THE BUILDING OFFICIAL ALSO RECOGNIZES THAT STRUCTURAL REVIEW IS A TECHNIQUE EMPLOYED TO BM. Beam MK, Mark <br /> BRG. Bearing 0 `A <br /> MINIMIZE THE RISK OF PROBLEMS ARISING DURING CONSTRUCTION.STRUCTURAL OBSERVATION BY THE BTWN. Between N. North <br /> ASTM A653 55 GRADE 50,CLASS I OR 3 Fy = 50 KSI 118,11,68,AND 54 MIL DESIGN PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE. IN ALL CASES,THE N.S. Near Side <br /> ASTM A653 55 GRADE 33 Fy = 33 K51 43 AND 33 MIL CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR ADHERENCE TO THE <br /> WHERE NOTED,PAINTED STUDS SHALL CONFORM TO: APPROVED PLANS AND SPECIFICATIONS. Centerline NEG. Negative <br /> G Camber NIC Not in Contract 11. Rif <br /> ASTM A1011 55 GRADE 50 Fy = 50 KSI IIB,ql,68,AND 54 MIL C TO C Center to Center NO. Number .O %' <br /> C. WELDING OF COLD-FORMED METAL FRAMING SHALL CONFORM TO AWS DI.3 AND SHALL BE GIP Cast In Place NOM. Nominal ��' %�'3/ <br /> C.J. Construction Joint or Control Joint NT5 Not to Scale <br /> PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. <br /> CLG. Ceiling r zasss <br /> CLR. Clear D.G. On Centerrio . e <br /> 46. SURE-BOARD SERIES 200 STRUCTURAL PANELS SHALL BE FABRICATED BY CEMCO(INTERMAT)AND CMU Concrete Masonry Unit O.D. Outside Diameter ' <br /> INSTALLED IN STRICT ACCORDANCE WITH I.G.G.REPORT NO.ER-5162.UNLESS OTHERWISE NOTED ON THE CNTR. Center D.F. Outside Face <br /> PLANS,PANELS SHALL BE LAID UP WITH THE LONG DIMENSION PARALLEL TO THE WALL STUDS WITH THE STEEL COL. Column O.H. Opposite Hand <br /> FACE OF THE PANELS IN DIRECT CONTACT WITH THE WALL STUDS.BLOCK ALL PANEL EDGES.PROVIDE CONC. Concrete OPNG. Opening E <br /> DOUBLE(BACK-TO-BACK)STUDS AT ALL WALL ENDS. WHERE NOT NOTED OTHERWISE,FASTEN PANEL EDGES CONN. Connections OPP. Opposite 8 <br /> WITH#8 SCREWS @ 6" O.G.EDGES, 12"Q.C. IN THE FIELD. SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL CONST. Constructiona, <br /> BE SUBMITTED FOR REVIEW WITH I.G.C.REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. CONT. Continuous PAF Powder Actuated Fastener c o Q a <br /> SPECIAL INSPECTION 15 REQUIRED FOR SURE-BOARD PANEL INSTALLATION. CONTR. Contractor PART. Partition Q rn <br /> COORD. Coordinate PC Precast <br /> CP Complete Penetration Weld PERM. Permanent <br /> CSK. Countersink PERP. Perpendicular U �, :y <br /> PL or T. Plate '07) vN <br /> DBA. Deformed Bar Anchor PLYWD Plywood CN w!. <br /> DBL. Double PP Partial Penetration <br /> DEG. Degree PREFAB. Prefabricated <br /> DET. Detail PROJ. Project i, .--- <br /> DF Doug Fir-Larch PSF Pound per Square Foot <br /> DIA. Diameter PSI Pound per Square Inch \am. 711117) <br /> DIAD. Diagonal P.T. Post-Tensioning <br /> DIAPH. Diaphragm P/T Pressure-Treated <br /> DIM. Dimension <br /> DN. Down RAD. Radius , , , k...7__ <br /> DO Ditto RD. Round <br /> 011i"IIIII7*4 <br /> DWG. Drawing REF. Reference t <br /> REINF. Reinforce or Reinforcement <br /> (E) Existing READ. Required 1141%---7'� <br /> E. East REV. Revise <br /> EA. Each R.O. Rough Opening <br /> E.F. Each Face <br /> EL. Elevation 5. South <br /> ELEV. Elevator SCH.or SCHED. Schedule <br /> EMBED. Embedment Length SECT. Section <br /> ENGR. Engineer SHT. Sheet <br /> EQUIP. Equipment 51M. Similar <br /> 6iiikil I <br /> E.W. Each Way 50G Slab On Grade <br /> EXP. Expansion SPEC. Specification <br /> EXT. Exterior SQ. Square <br /> SQ.FT. Square Feet <br /> FAB. Fabricate SQ. IN. Square Inch (inches) IIIIIIIIIIIIIIIIIW <br /> F.B. Flat Bar STD. Standard <br /> FDN. Foundation STIFF. Stiffener <br /> FIN. Finish STL. Steel Q U A N T U M <br /> FLR. Floor 5TR. Structural CONSULTING ENGINEERS <br /> F.5. Far Side SUB. Substitute <br /> FT. Foot or Feet SYM. Symmetrical 1511 THIRD AVENUE <br /> FTG. Footing SUITE 323 <br /> T/ Top of SEATTLE,WA 98101 <br /> GA. Gauge T4 B Topand Bottom TEL 206.957.3900 <br /> g FAX 206.957.3901 <br /> GALV. Galvanized T4G Tongue 4 Groove www.quantumce.corn <br /> GL Glue Laminated THRU Through <br /> GRD. Grade T.O.G. Top of Concrete <br /> GRND. Ground T.0.5. Top of Steel <br /> G.W.B. Gypsum Wall Board T.O.W. Top of Wall Q <br /> TRANS. Transverse I— <br /> HF Hem Fir TS Tube Steel .. 0 2 W <br /> HGR. Hanger TYP. Typical o >-- 03 0 <br /> HORIZ. Horizontal <br /> H55 Hollow Structural Section UON or UNO Unless Otherwise Noted } p <br /> HT. Height <br /> VERT. Vertical cL 0 z <br /> I.D. Inside Diameter VIF Verify in Field .� w <br /> h I.F. Inside Face U � � <br /> IN. Inch W. West •?_ 0 co <br /> ell INFO. Information W/or w/ With n w -' <br /> INT. Interior WD Wood 3 w w w <br /> W.H.S. Welded Headed Stud z (0w z <br /> JT. Joint Wi0 Without Q LL cow 1 0 <br /> WP Work Point tl <br /> K5F Kips per Square Foot W.T.S. Welded Threaded Stud Drawing: <br /> KSI Kips per Square Inch WWF Welded Wire Fabric <br /> S1 .2 X SECT. Cross Section <br /> X-5TR Extra Strong <br /> 6816 Evergreen Way— B1206-014 Job Number. <br /> 12104.01 <br />