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• , <br /> , <br /> GENERAL NOTES REVISIONS MIRACLE STEEL <br /> CORPORATION <br /> 600 Oakwood Road <br /> Structure Type: Straightwall Watertown, SD 57201 <br /> Structure Designation 36-18 c•pyright©2002 <br /> Width 36 ft <br /> Eave Height 18 ft <br /> Length 60 ft <br /> Building Area 2160 ft—2 <br /> Bay Spacing 12 ft <br /> Roof Pitch/12 4 <br /> Purlin Size 2x8 Purlin Spacing 2 ft <br /> Girt Size 2x6 Girt Spacing 2 ft <br /> DESIGN CODE <br /> UBC 1997 UNIFORM BUILDING CODE <br /> DESIGN AND LOADING CRITERIA <br /> Construction Type V—N <br /> Wind Criteria UBC 1997 <br /> Wind velocity 80 mph <br /> Exposure Category C Open Terrain a4 <br /> Wind Importance Iw=1.0 Ei <br /> Snow Criteria UBC 1997 r <br /> Ground Snow Load 57 psf <br /> Snow Exposure Ce 0.7 Snow Importance 1=1.0 Cl) <br /> Thermal Condition Normal Z <br /> Seismic Criteria UBC 1997 O <br /> Seismic Zone 0 Z `') <br /> Seismic Importance 1=1.0 Ig �i P 1 <br /> Design Wind Pressure 20 psf w <br /> Design Roof Live Load 40 psf w 1--1 \ <br /> Design Dead Load 5 psf <br /> 44 <br /> CODE OF PRACTICE Cn Cl) <br /> METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) Z 1 c H <br /> Low Rise Building Systems Manual 19961 <br /> MATERIAL DATA 1 W <br /> 0 <br /> Structural Steel (Shapes) ASTM A529 50 ksi or equiv. , Z <br /> Structural Steel (misc plate) ASTM A36 or equiv. C...F <br /> Structural Tubing ASTM A500 46 ksi or equiv. z <br /> Rods and flats ASTM A529 50 ksi or equiv. w <br /> Light Gauge Steel ASTM A653 Grade B up to .048 x Q W <br /> ASTM A570 Grade 50 over .048 thickness a <br /> High Strength Bolts ASTM A325 r W <br /> Lumber (By Customer) Girts WWPA Visually Graded Douglas—Fir—Larch (#2) or equivalent E <br /> Purlins WWPA Visually Graded Douglas—Fir—Larch (#1 and BETTER) or equivalent <br /> Lumber sizing based on actual loading requirements REVISION: DATE: <br /> Sheeting Metal Sales Pro—Panel II 29ga or equiv. <br /> FABRICATION: Miracle Steel Corporation is a recognized ICBG Fabricator per Evaluation Report #FA-359 <br /> DESIGN NOTES: <br /> 1. Design of steel members per the appropriate sections of the AISC and AISI design manuals <br /> 2. All trusses and endwall columns must be laterally braced as indicated on the drawings. <br /> 3. The lateral stability of the trusses and columns has been assumed DRAWING NAME: <br /> to be provided by the attached sheeting and siding materials. 420911 GN—R <br /> 4. The foundation is the responsibility of the customer and shall be designed DRAWN BY: <br /> to meet local soil conditions and to support the design forces S.B. <br /> 5. The lateral displacement of the building under Wind Load limited to h/120. DATE: <br /> 6. Tighten A325 bolts using the turn of the nut method ( tighten 1/3 turn past snug tight) 7/3/02 <br /> 7. Use temporary bracing during erection to ensure framework stability until all components installed SCALE: <br /> 8. See Assembly Guide for erection procedures, requirements and recommendations. N/A <br /> SHEET S—2 <br />