EQUIPMENT STORAGE SHED PROJECT INVOLVING THE MATERIALS, DELIVERY, AND CONSTRUCTION. LOCATION: CAHABA WILDLIFE MANAGEMENT AREA-7774 HIGHWAY 10 PEA RIDGE, AL 35515 TO COORDINATE A SITE VISIT CONTACT WMA MANAGER CHAS MOORE AT 205-339-5716 OR WILDLIFE SECTION ASSISTANT CHIEF CHRIS SMITH AT 334-242-3859. PROJECT TO INCLUDE DELIVERY, MATERIALS AND LABOR TO ERECT A: 30 FOOT X 60 FOOT X 12 FOOT POLE BARN, ROOF 3 BY 12 PITCH TRUSS CONSISTS OF TOP CHORD, BOTTOM CHORD AND WEBBING. TOP/BOTTOM CHORD 2INCH X 2INCH X 1/4INCH; WEBBING 1-1/4INCH X 1-1/4INCH X 1/8INCH 16INCH MINIMUM DEPTH OF METAL TRUSS. ANGLE OF WEBBING (55 DEGREES +/- 2 DEGREES). TRUSS MUST HAVE A WIND BRACE AT THE RIDGE LINE. PURLINS 24INCH O.C. (MIN), 12INCH O.C. AT TRUSS TAILS (I.E. OVER THE ROOF EAVES), ALL PURLINS 2INCH X 6INCH PRESSURE TREATED FACIA SHALL BE COVERED WITH EAVE AND FACIA TRIM SUPPORT POSTS 6INCH X 6INCH TREATED FOR GROUND CONTACT, SPACED 12INCH O.C. (MAX, 8INCH X 8INCH FOR LARGER SPACING). FOOTING: 4 FOOT DEEP X 18INCH WIDE (SQUARE OR ROUND). 4 BAGS OF QUICK CRETE PER POST. EACH POST MUST CONTAIN 2(TWO) 16INCH, NUMBER 5 REBARS CROSS DRILLED IN CONCRETE FOOTING. ALL TRUSS CONNECTIONS AT THE POSTS MUST BE THRU BOLTED WITH 1/2INCH HOT DIPPED GALVANIZED BOLT (W/ WASHER AND NUT) ROOFING PANELS SCREWED EVERY 9INCH O.C. (MIN) ROOFING PANELS SHALL BE 26 GUAGE METAL (0.0185INCH THICK), PANEL SHALL HAVE A MINIMUM OF 3/4INCH CORRUGATIONS (3-4 PER PANEL). REQUIRED RIDGE VENT CLOSURES, SCREWED AT EVERY RAISED CORRUGATION ON PANEL EQUIPMENT STORAGE SHED PROJECT INVOLVING THE MATERIALS, DELIVERY, AND CONSTRUCTION. DIVISION OF WILDLIFE AND FRESHWATER FISHERIES DISTRICT III OFFICE LOCATED AT 8211 MCFARLAND BLVD. NORTHPORT, AL 36330, CONTACT JEFF MAKEMSON AT 205-339-5716 TO COORDINATE SITE VISIT IF NEEDED. PROJECT TO INCLUDE DELIVERY, MATERIALS AND LABOR TO ERECT A: 30 FOOT X 60 FOOT X 12 FOOT POLE BARN, ROOF 3 BY 12 PITCH TRUSS CONSISTS OF TOP CHORD, BOTTOM CHORD AND WEBBING. TOP/BOTTOM CHORD 2INCH X 2INCH X 1/4INCH; WEBBING 1-1/4INCH X 1-1/4INCH X 1/8INCH 16INCH MINIMUM DEPTH OF METAL TRUSS. ANGLE OF WEBBING (55 DEGREES +/- 2 DEGREES). TRUSS MUST HAVE A WIND BRACE AT THE RIDGE LINE. PURLINS 24INCH O.C. (MIN), 12INCH O.C. AT TRUSS TAILS (I.E. OVER THE ROOF EAVES), ALL PURLINS 2INCH X 6INCH PRESSURE TREATED FACIA SHALL BE COVERED WITH EAVE AND FACIA TRIM SUPPORT POSTS 6INCH X 6INCH TREATED FOR GROUND CONTACT, SPACED 12INCH O.C. (MAX, 8INCH X 8INCH FOR LARGER SPACING). FOOTING: 4 FOOT DEEP X 18INCH WIDE (SQUARE OR ROUND). 4 BAGS OF QUICK CRETE PER POST. EACH POST MUST CONTAIN 2(TWO) 16INCH, NUMBER 5 REBARS CROSS DRILLED IN CONCRETE FOOTING. ALL TRUSS CONNECTIONS AT THE POSTS MUST BE THRU BOLTED WITH 1/2INCH HOT DIPPED GALVANIZED BOLT (W/ WASHER AND NUT) ROOFING PANELS SCREWED EVERY 9INCH O.C. (MIN) ROOFING PANELS SHALL BE 26 GUAGE METAL (0.0185INCH THICK), PANEL SHALL HAVE A MINIMUM OF 3/4INCH CORRUGATIONS (3-4 PER PANEL). REQUIRED RIDGE VENT CLOSURES, SCREWED AT EVERY RAISED CORRUGATION ON PANEL

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