HomeMy WebLinkAboutA010.R - NVL 320 Elevation RoofRIDGE
RIDGE
RIDGE
RIDGERIDGERIDGERIDGERIDGERIDGERIDGEBREAKBREAK
BREAK
BREAK
VALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYHIPVALLEY
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LEYVALLEY
VALLE
Y
GABLE ENDGABLE ENDGABLE ENDGABLE END
GABLE END
GABLE END
GABLE END
GABLE END
GABLE END
VALLEYVALLEYVALLEYVALLEYVALLEYVALL
E
Y
GABLE END
METAL ROOF
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
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PITCH
5:12
PITCH
7:12PITCH7:12PITCH7:12PITCH7:12PITCH12:12PITCH312 :12PITCH7:12PITCH7:12PITCH7:12PITCH41516:12PITCH5:12PITCH214 :12PITCHCONSTRUCTION LEGEND
* 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
* ROOF SYSTEM 50 LBS. P.S.F. TOTAL ROOF LOAD
* ALL EDGE OF ROOFS @ EAVES, RAKES, VALLEYS, HIPS AND BREAKS,
COVERED IN ICE AND WATER SHIELD MATERIAL OR EQUAL,
VERIFY WITH CONTRACTOR
* 30# ASPHALT SAT. FELT
*7
16" DECKING
Date: 07-14-2021Plan number #201125Designed For:Futrell - StrupNVL 320H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 PSCALE: 1/4"=1'-0"ROOF PLAN "C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
of this work, its technical aspects or creative content without the express written consent
of H. G. McCullough Designers, Inc. This work is fully protected by copyright under
U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." 5Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction detailsSHEET NUMBER
08/03/21