HomeMy WebLinkAboutA010.3 - NVL 325 - 05 RoofH. 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 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily TurnerCONSTRUCTION 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
*716" DECKING
RIDGE
GABLE ENDRIDGE
RIDGE
RIDGE
BREAK
BREAKBREAK
BREAKBREAK
GABLE END GABLE END
GABLE END
GABLE ENDRIDGERIDGERIDGERIDGERIDGERIDGERIDGEGABLE ENDGABLE ENDGABLE END
GABLE END
GABLE END
VALLEYVA
L
L
E
Y
VALLEYVA
L
LE
Y
VA
L
L
E
Y
VA
L
L
E
Y
VA
L
L
EY
HIPHIP BREAK VALLEYVALLEYVA
L
L
E
YVALLEYVALLEY VALLEYVALLEYVA
L
LE
Y VA
L
L
E
Y
VALLEY6:12PITCH12:12PITCH10:12PITCH12:12
PITCH
12:12
PITCH 10:12PITCH10:12PITCH12:12
PITCH
12:12
PITCH 12:12
PITCH
12:12
PITCH 10:12PITCH10:12PITCH314:12PITCH12:12
PITCH
12:12
PITCH
12:12
PITCH
12:12
PITCH
12:12
PITCH
4:12
PITCH
3:12PITCH3:12PITCH12:12
PITCH
12:12
PITCH
10:12PITCH10:12PITCH10:12PITCHCRICKETCHIMNEYSTRUCTURE
CHIMNEYSTRUCTUREVALLEYV
A
L
L
EY VALLEY10:12PITCH712:12PITCHMETAL ROOF
METAL ROOF
GABLE END
10:12PITCH8"
MIN.
8"
MIN.
5SCALE: 1/4"=1'-0"ROOF PLAN Drawings & 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"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."
01/04/22