HomeMy WebLinkAboutRoof Plan 10-17EXISTING RIDGEEXISTINGRIDGEEXISTING RIDGEEXISTING RIDGENEW RIDGENEW RIDGE
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EXISTING RIDGEFLASHING & WATERPROOF
TOP OF CHIMNEY
STRUCTURE BEFORE
INSTALLING METAL CAP
(VERIFY w/ CONTRACTOR)
ADD BRICK TO EXISTING
CHIMNEY STRUCTURE TO
COMPLY WITH CODE
(VERIFY w/ CONTRACTOR)
GABLE END GABLE END
GABLE END
GABLE END
GABLE END
NOTE: ROOF PITCH TO MATCH EXISTING
(VERIFY AT SITE w/ CONTRACTOR)
CONSTRUCTION LEGEND
RIDGE VENTS BY CONTRACTOR.
ROOF SYSTEM 50 LBS. P.S.F. TOTAL ROOF LOAD.
30# ASPHALT SAT. FELT
5
8" DECKING
ALL EDGES OF ROOFS @ EAVES, RAKES, VALLEYS, HIPS AND
BREAKS COVERED IN ICE AND WATER SHIELD MATERIAL OR EQUAL.
VERIFY w/ CONTRACTOR
GUTTER AND DOWNSPOUT LOCATIONS AS PER CONTRACTOR
SIMPSON SEISMIC & HURRICANE TIES OR EQUAL TO PROVIDE A
POSITIVE CONNECTION BETWEEN TRUSS/RAFTERS AND THE WALL
OF THE STRUCTURE TO RESIST WIND AND SEISMIC FORCES
1. GENERAL NOTES
2. MATERIALS LEGEND
EXISTING ROOF
NEW ROOF
Date: 10-14-2022Plan number #220802Designed For:Perkins & RoseH. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comGARY NANCE DESIGNArchitecturalConcepts By200 South Rangeline Rd. Suite 214 Carmel, IN 46032317.710.0939gnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance DesignSCALE: 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." 3Drawings & 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
11/23/22