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Home My WebLink AboutS001.29:12PITCH9:12PITCH4:12 PITCH 4:12 PITCH METAL ROOF METAL ROOF METAL ROOF 21116:12PITCH9:12PITCH21116:12PITCH378:12PITCH3516:12PITCHBREAK BREAK BREAK RIDGE 9:12PITCH9:12PITCH9:12PITCH9:12PITCH9:12PITCH9:12PITCH9:12PITCH 9:12PITCH9:12PITCH9:12PITCH9:12PITCH9:12PITCH12:12PITCH12:12PITCH12:12 PITCH12:12PITCH12:12PITCH12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12PITCH12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 12:12 PITCH 9:12PITCH12:12 PITCH 12:12 PITCH RIDGE RIDGE RIDGE RIDGERIDGERIDGE RIDGERIDGERIDGERIDGERIDGE RIDGE RIDGE RIDGE RIDGE RIDGEHIPHI P HI PHIP HIPHIPHI PHIPHI P HIPHI PHIP HIP HI P HIPHI P HI P HIPHI P HIPHIPHI P HI P HIPVALLEYRIDGE VAL L EY VALLEYVALLEYVALLEYHI P VALLEYHIPVALLEYVALLEYHI PVALLEYVALLEYVALLEYVAL L EY VALLEYVALLEYHIPVAL L E YVAL L EYVALLEY VAL L E Y VALLEYV A L L E Y VALL E YVAL LEY VALLEY12:12 PITCH V A L L E Y VALL E Y HI PVAL L E Y VALLEYHIPHIPVAL L E Y HI P BREAK CONSTRUCTION LEGEND * ROOF SYSTEM 50 LBS. P.S.F. TOTAL ROOF LOAD * RIDGE VENTS BY CONTRACTOR * GUTTER & DOWNSPOUT LOCATIONS AS PER CONTRACTOR 1. GENERAL NOTES 2. MATERIALS LEGEND METAL ROOF * SIMPSON SEISMIC & HURRICANE TIES OR EQUAL TO PROVIDE A POSITIVE CONNECTION BETWEEN TRUSS/RAFTER & THE WALL OF THE STRUCTURE TO RESIST WIND & SEISMIC FORCES Designed For:Todd & Jenny YoungDate: 05-23-19Plan number #190116 DESIGNED BY: 05SCALE: 1/4"=1'-0"ROOF PLAN SHEET NUMBER H.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR.EVANSVILLE, IN 47720 Telephone 812-428-0174 Email designers@hgmccullough.com www.hgmccullough.com 06/17/19 Mike Sheeks