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DESIGN CRITERIA <br />W <br />U <br />2 <br />w <br />LU <br />W <br />LL <br />X <br />Code: IBC, 2003 Edition <br />Roof Live Loads.. <br /> Roof Snow 100 psi <br /> Snow Exposure, Ce 1.0 <br /> Thermal Factor, Ct 1.0 <br /> Snow Importance 1.0 <br />Fleur Live Lads: <br /> Main Level 100 psi or 2,000 lb. <br /> Light Storage 125 psi or 2,000 lb. <br />Wend: Velocity 90 mph (3 second gust) <br /> Exposure C <br /> Wind Importance 1.0 <br /> Component/padding 40 psf <br /> Intemal Pressure 5 psf <br />Seismic Importance Factor 1.0 <br /> Max Accel Ss 32.7 2g <br /> Max Accd S1 a.2 2g <br /> Seismic Use Group I <br /> Response SOS 33.6 2g <br /> Response S0l 13.1 jig <br /> Site Clam 0 <br /> Design Category C <br /> Form Resist System: Concentric Steel Frame <br /> Analysis Procedure Simplified <br />GENERAL NOTES <br />1. Contractor shall field measure and verify all existing cmdlUom and dimensions <br />at jab site. <br />2. In are existing condition w dimensions wry from those sham on drawing. <br />Contractor shall notify th e Engineer so proper adjustments can be made <br />3. The requirements of the latest edition of OSHA Construction Standards' shall <br />be sampled with by all contactors, fabricators and suppliers. <br />4. During erection of the building. the contractor shall be rmponeble for temporary <br />bracing to withstand all loads to which the structure may be subjected, including <br />lateral lads. stockpiles of materials and equipment Such bracing shall be left <br />In place as long as required for safety and until ml structured framing and <br />diaphragms ore in place with connections complete. <br />5. The lam 'provide' as used herein shall mean that Contractor shall Amish and <br />install said item, construction, equipment. materials, etc, fa a complete, finished <br />Installation. <br />6. Contractor shall check and verify all dimensions shown an structural drawings <br />with those sham an other project drawings. <br />7. Contractor shall notify the Engineer of any discrepancies between <br />structural and other project drawings and receive written clarification of <br />resolution to the discrepancies before proceeding with castration. <br />9. Proprietary designations for homing members and connectors are used In these <br />documents. Substitution of equivalent products by alternate suppliers subject to <br />Engineers approval. <br />9. All details referenced an plan shah be considered typical unless noted otherwise. <br />10. Constructed conditions shall not wry hom the dimensions and configurations <br />defined in these drawings without written confirmation from the Omer or Engineer. <br />11. Where shop drawing submittals are required, they shall indicate member sizes, and <br />conditions and connections where appropriate, and the location at which each type <br />of number will be installed Photocopies of product catalog pages are not sutflctent <br />documentation that the Intent of the construction drawings has been understood <br />Review of shop drawings by the Engineer does not relieve the contractor of <br />reponsbaity to follow all requirements of the construction drawings. <br />FOUNDATION GENERAL NOTES <br />See Sols Report number 999 297.00001. prepared by URS Corporation, <br />dated January 12, 2006, for odditionm information. <br />No concrete shag be poured in excavations containing rata or on frozen ground <br />In case conditions fond at site vary from those indicated an the drawings, the <br />Engineer is to be notified so he m% adjust foundation to meet field conditions. <br />AN footings shall rest an solid undisWrbed sag or approved compacted fill. <br />Assumed maximum design bearing capacity is 4,000 pef. . <br />Assumed equivalent fluid pressure of soil against retaining walls - 65 pct. <br />No footings or foundation wails shall be pawed before observation by the <br />Engineer or Testing Agency employed by the Omer. <br />AN footings shall be the exact size and shape as shop on the structural <br />do-ii ngs; no larger, no smaller. <br />BadkRIl shall be placed against both sides of wails and piers simultaneously. Wails <br />hating badt6N an we side only "I not haw back0l placed against them until <br />after both the lower and main floor concrete dabs are in place. <br />Cantilever retaining wails shag not haw back ill placed against them until the <br />concrete has reached at least 3,000 psi compressive strength. <br />Provide temporary bracing at retaining walls with concrete slab above backill. <br />GRA7ING <br />Grating shall be Tru-Weld welded rectangular design. Type 15W4 as manufactured <br />by Ta-Weld Corporation. a equivalent Material to be staid. Main bars to be 1 3/4' <br />x 1/4' spaced at 15/16 canter to center. Goss ban are to be spaced at 4' ac. <br />Crating sections are to be lopped with each other 2' minimum at supports. Do not <br />fasten permanently - all grating must be removable Sections to be 12'-0' long max. <br />STEEL DECKPLATE <br />Floor deck plate shall be 14' thick (thickness measured through body of plate, <br />not including projections) Medium Pattern 4-Woy Plate* as manufactured by <br />Inland Steil Company, or 114' thick Ry-Grit plate as manufactured by Ryerson-Tull, <br />or equivalent products, as noted on plan. Plate splices shall occur over center of <br />Wming members. REF. LEFEVER BUILDING DWGS <br />GARAGE DOOR <br />Overhead garage type doors shall be Du oat rot up door, with drum at header <br />and Ywdation value of R-6, as manu clured by Raynor Door, or approved equal. <br />Contact Dag at Raynor, (303) 371- DO. Color to be white. Controls on inside only. <br />GENERAL NOTES <br />STRUCTURAL STEEL GENERAL NOTES <br />1. All sled shall conform to the 'Standard Specifcatim fa Structural Steil' ASTM <br />Designation A36, latest edition, except as noted otherwise. Wide flange and <br />WT sections shall conform to ASTM Designation A992 Steil pipe shall conform <br />to ASTM Oeslgnotion A53 (Type E or Type S), Grade B. Steil tubing shall <br />conform to ASTM Designation A50O, Grade S. <br />2 All detailing, fabrication and erection shall conform to RISC *Specifications for <br />Structural Steil Buildings', and the ASC 'Code of Standard Practice for Sled <br />Buildings and Bridges', latest editions. <br />3. Bolted field connections shall be mode with 3/4' diameter ASTM A325 bolts. <br />4. Bolted bean connections shall be in accordance with Table II of Part 4 of the <br />RISC Aso 'Manual of Steil Construction; 9th edition, unless noted otherwise. <br />5. AN wilding shall be done by certified welding operators, who each have in their <br />possession current evidence of passing the American Welding Society Standard <br />Qualifications Tests' as detailed in AWS DIA. Wilds shall conform with 'AWS <br />Structural Wilding Code' (AWS 01.1), latest edition. <br />6. Wild sizes not otherwise shown shall be minimum continuous 5/16 inch fillet <br />welds. <br />7. All welling shall be done with AWS A5.1 or A5.5 E70 XK electrodes unless noted <br />otherwise. <br />8. Shop connections shall be welded unless noted otherwise <br />9. Welded bean connections shall be in accordance with Table gl or Table IV of <br />Pat 4 of the AISC ASD 'Manual of Steil Construction,' 9th edition, unless noted <br />otherwise. <br />10. Equivalent welded connections may be substituted for bolted connections subject <br />to Engineer's approval. <br />11. All . steel shall receive one shop coat of primer such as Tnemee 99 or Rust ileum <br />1069 red metal primer. <br />12 Areas within 2 Inches of field wads shall not be painted until after welding. <br />Fldd welds, bolt heads, nuts, all other surfaces not shop painted, and all <br />surfaces that become abraded during shipping and erection shall be field <br />painted immediately after erection. <br />13 Under no circomstances shall fabrication (including, but not limited to, holes, <br />coping and trimming of at" members) be performed by burning «'torrh- <br />cutting. <br />14. Longspan steel joists shall conform to the 'Standard Specifications of Longspan <br />Steil Joists LH-Series', latest edition adopted by the Steil Joist Institute. <br />15. All Ned Joists shad be fabricated by a manufacturer who Is a member of the <br />Steel Joist InsfBute. <br />16. Prior to welding bridginq, digs Joists to a plumb position with a maximum <br />sweep not to exceed 1/8' limes the total length of the joist, divided by ten. <br />17. Adjust location of steel plat bridging as required to permit clearance for ducts, <br />other mechanical apparatus, and any light fixtures. <br />18. Screws for aide seam fastening of metal roof deck shill be f10 TEKS serem. <br />Provide 3 screws par deck span unless noted otherwise. <br />CONCRETE GENERAL NOTES <br />1. Material and workmanship shall be In accordance with the raluilrements of <br />'Building Code Requirements for Reinforced Concrete (ACH 318, latest edition). <br />2 All concrete shall haw a minimum amprmive strength (fc) of 4,500 psi at <br />the age of 26 days <br />3. Reinforcing bars shall be deformed bars and shall conform to ASTM A-615, <br />Grade 60, except as noted All stirrups and column tics shall conform to <br />ASTM A-615, Grade 40. <br />4. Bar bending details and placing drawings shall be In accordance with the <br />'Manual of Standard Practice far Detailing Reinforced Concrete Structures' <br />(ACA 315, latest edition). <br />5. Where welded reinforcement or defamed bar anchors we indicated on the <br />drawings, sled specifications and welding shall conform to the 'Structural <br />Welding Code - Reinforcing Steil.' AWS 01.4. latest edition of the American <br />Welding Society. <br />6. Provide b« supports and spacers to place all ban in proper location, and <br />wire adequately at Intersections to hold bars firmly in position while concrete <br />Is placed <br />7. Bar supports and spacers which alt an or against exposed surface shall be <br />hot-dipped or galvanized. <br />8. Continuous ban shall lop and dowels shall project adequately to provide a <br />pass A splice, but not less than 12 Inches unless noted otherwise. <br />9. Do not sputa at maximum stress locations. <br />10. Welded wire fabric shall conform to ASTM A-185 and shall lap a minimum <br />of one full mesh plus 2 inches at aide and and tope and shag be securely <br />w'red together, unless otherwise shown. <br />It. Where lap splice locations of horizontal ban are not specifically noted on <br />the drawings, tap spline are to be staggered. <br />12. Concrete aver for nenforce ment (unless otherwise noted): <br />A Concrete poured against earth .................... 3' <br />B. Concrete p in forma but aposed to mother or earth <br />1. f5 bare or mnmla.........._ ............... Y <br />E2.; Bam larger than f5.........-.............. 2' <br />C. Columns, girders and beams (principal reinforcement ties <br />and stirrups) ................... ............ ............... 2' <br />0. Stabs and walls ............................................. 2' <br />13. A cement used in foundations shall be 'Modified Type II or Type V <br />sffate resistant cement See specification f« more Information. <br />14. See other project drawings for additional openings, depressions. curbs <br />flow finishes, inserts and other embedded items. <br />15 Where other reinforcing is not required by the drawings, provide 1-f4 bar <br />at all sides of, and adjacent to every opening which exceeds 24' In either <br />direction. Extend bars 24' beyond each side of opening. <br />16. All concrete shall have a minimum cement content of 470 tbs. per cubic <br />yard alem otherwise specified Cement shall consist of no more than <br />252 fly ash. <br />17. Calcium Chloride shall not be added to concrete. <br />18. Cast-in-place at" anchor bolts shall conform to ASTM F1554, Grade 36, <br />unless noted otherwise. <br />INSULATED METAL WALL PA, \1/2' Metal wag ponels shall ick factory-foamed Vemwall sections using <br />26 gage metro surfat actured by Centric. w approved equal. <br />Connectiane to the waals silent be sufficiaml to resist /0 psf wind inward <br />a catw«d with a mino eaewe per annection. Cd« to be use Ivry. <br />STANDING SEAM METAL ROStanding seam metal ove rigid Insulation and structural metal deda <br />shag be 18' wide SRS s anufactured by Centric, or approved equal, <br />fastened la the atruetrw t 60 psi wind uplift Color to be forest Green. <br />REF. LEFEVER BUILDING DWGS <br />RIGID INSULATION <br />1. Rigid insulation boards shall be mechanically fastened expanded polystyrene <br />insulation manufactured by Atlas Roofing or approved equal, with <br />minimum thickness of 3' and insulation rating of R-30. <br />PERSONNEL DOORS <br />Personnel doors shall be DuruSwing 9700K 1-1/2' flush frame hollow insulated <br />doors with a single 24x24' wire reinforced double pane window, with corrosion <br />resistant stainless steel ball bearing hinges, as manufactured by ChoseOoon or <br />approved equal. Doors shall swing inward and shall used keyed bdaets <br />manufactured by *Best Access Systems' with interchangeable construction cord. <br />HOIST a: BRIDGE CRANE \brildge Bridge crane, trolley. t assembly is to have a rated lift capacity of <br />6,000 pounds using Clow C motor, 2 speed hoist, low head room <br />alley, with all comp'calized for moist environments, operating on <br />460 volt 3 phase elewith flat cables, with overload protection on <br />the hoist and wriabalong both the bridge crane and crone <br />rails, conforming to ts of UHSG00, as provided by Denver Wire <br />Rope via Alpine CranServices and described in the quotation <br />dated ApnT 3, 2006. Denn Al pine at (719) 406-0712. General <br />contractor is to proviile cro fw bridge crone supplier's use during <br />installation of tbuge cra <br />REF. WAZEE CRANE JOB # 3577 <br />TRANSLUCENT WNDOW PAN <br />Translucent panels are to Kdwoll insulated structural panda as <br />manufactured by Cabot or roved equal. <br />WINDOW PANELS <br />Windows we to be Y x 4 1/27'th city brake' aluminum storefront with <br />dark braze anodized finish and daub pone dear tempered glazing, non- <br />operable products as manufactured by wneer or approved equal. <br />FALL PROTECTION REF. LEFEVER BUILDING DWGS <br />Anders for use by persann an the roof are to be 'Standing Seam Roof <br />Anchors' as manufactured b OBI/SALA « approved equal. If alternate <br />mature are desired dung or fter construction, coordinate with Amer <br />and Engineer. <br />NOT USED <br />D--pin. <br />REnreKe fill aaWlng logeder with its Peer e/80-mode NO <br />is the properly of W. W. Nheeer a Assadaw. Wen <br />otherwise erropled arwpmededby mien agmnwr <br />With the dlelx lisledmthe tale block. It ishorislMdMam <br />esplen corxittiol thax shagnaf be reprodl ced. coped. <br />nor used Awany cherpurpme than fawls'obxis <br />sp-r-fly haracwdwithout the prim -11- -V of <br />soldW W Hhaekr CAS ax.... <br />RECORD <br />DRAWING <br />DATE: 11/1/07 <br />Na. M E <br />vn« <br />Z 0 sazae <br />s& -67 <br />C <br /> ABBREVIATIONS <br />A.S. ANCHOR BOLT HAS. HEADED ANCHOR STUD <br />ASC AMERICAN INSTITUTE H.P. HIGH POINT <br /> OF STEEL CONSTRUCTION HORIZ. HORIZONTAL <br />ALT. ALTERNATE IN. INCHES <br />APPROX. APPROXIMATE IN: LB. INCH-POUND <br />ARCH. ARCHITECTURAL I.D. INSIDE DIAMETER <br />ANCH. ANCHOR L ANGLE (STEEL) <br />BuSM'T BASEMENT LLV LONG LEG VERTICAL <br />SM. BEAM L.P. LOW POINT <br />SOT. BOTTOM LAM. LAMINATED <br />SLOG. BUILDING MAX. MAXIMUM <br />C.L. CENTERUNE MIN. MINIMUM <br />CMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS <br />Cp. COLUMN NO. NUMBER <br />CONC. CONCRETE O.C. ON CENTER <br />CONT. CONTINUOUS O.D. OUTSIDE DIAMETER <br />CTR'O CENTERED O.H. OPPOSITE HAND <br />d NAIL SIZE (PENNIES) PCs. PIECES <br />DAS. DEFORMED ANCHOR STUD PL PLATE <br />D.F. DOUGLAS FIR REO'D REQUIRED <br />DA. DIAMETER SECT. SECTION <br />DIM. DIMENSION SAM. SIMILAR <br />ON. DOWN SLV SHORT LEG VERTICAL <br />DO. DITTO SP. SPACE <br />DTL DETAIL SPEC. SPECIFICATION <br />DWG. DRAWING SO. SQUARE <br />EA EACH ST. STRAIGHT <br />E AND W EASE AND WEST STIFF. STIFFENER <br />I- F. EACH FACE STD. STANDARD <br />E. W. EACH WAY SIRUCT. STRUCTURAL <br />El. ELEVATION SYM. SYMMETRICAL <br />ENGR. ENGINEER T AND 8 TOP AND BOTTOM <br />E0. EQUAL TEMP. TEMPERATURE BARS <br />EXIST. EXISTING T.O.F. TOP OF FOOTING <br />EXT. EXTERIOR T.O.S. TOP OF STEEL OR SLAB <br />FDN. FOUNDATION TYP. TYPICAL <br />FIN. FINISHED U.N.O. UNLESS NOTED OTHERWISE <br />FLR. FLOOR VERT. VERTICAL <br />FT. FEET W.F. WIDE FLANGE <br />FTC. FOOTING W.W.F. WELDED WIRE FABRIC <br />GA CAGE WD. WOOD <br />GALV. GALVANIZED <br />EXPLANATION OF S N AND S <br />ECTION MARK NORTH AND SOUTH <br />S <br /> ' SECTION <br /> <br />FlRST STR 23 <br />UCTURAL SHEET <br />STRUCTURAL SHEET WHERE <br />WHERE SECTION IS TAKEN SECTION IS DRAWN <br />aE By am. eY RalWS Ft. Record R-d BY Dale <br />e Mana <br />ement Project <br />Climax Slud <br />As X8 RM,.drMCWwws?eaow ,m ow?pk xx , g <br />g <br />Ax 108 lw.d rMamavaoa u, W Down .se r Chmax mine <br />stn AIM Rend away cool slue Glen xe I <br />P <br />3 D <br />S <br />t <br />S <br />t <br /> eepwa <br />er <br />ump <br />em <br />am <br />ys <br /># <br /> JamrOObMd r <br />JGBAUR 2S5513" STREET <br />dt ASSOCIATES, ENC. 9owmit, ca ami <br />Eil M e?^e Cover Sheet <br />CLIENT: Climax Molybdenum Co. • Climax, CO <br />wN M <br />Drawing <br />No. <br />;05134 <br />D3PS-S-01 <br />E 3