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HomeMy WebLinkAboutElevation 10-176 PITCH12 PAINTED BRICK FRONT ELEVATION PAINTED BRICK EXISTING MAIN ROOF TO BE REMOVED (VERIFY w/ CONTRACTOR) EXISTING SIDING TO BE REMOVE AND BRICK TO BE LAID (VERIFY w/ CONTRACTOR) EXISTING SIDING TO BE REMOVE AND NEW BRICK TO BE LAID (VERIFY w/ CONTRACTOR) ASPHALT SHINGLES 8" BRICK SOLDIER BRICK ROWLOCK 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 DesignEXISTING WINDOW TO BE REMOVED. FRAME IN AS REQUIRED (VERIFY w/ CONTRACTOR) PAINTED BRICK EXISTING SIDING TO BE REMOVE AND NEW BRICK TO BE LAID (VERIFY w/ CONTRACTOR) EXISTING SIDING TO BE REMOVE AND NEW BRICK TO BE LAID (VERIFY w/ CONTRACTOR)6'-8"WINDOW HEADER HEIGHT TO MATCH EXISTING (VERIFY AT SITE w/ CONTRACTOR) ASPHALT SHINGLES LEFT SIDE ELEVATION 4" BRICK VENEER AIR SPACE 30# ASPHALT SAT. FELT OR EQUAL 1 2" O.S.B. SHEATHING ASPHALT SHINGLES 7/16" DECKING w/ H CLIPS 30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE TRUSSES 24" o.c. T.C. L.L. 30 PSF T.C. D.L. 10 PSF B.C. D.L. 10 PSF B.C. L.L. 0 PSF TOTAL 50 PSF NOTE: TRUSS DESIGN BY MFG. 4 PITCH 12 KITCHEN BASE CABINETS UPPER CABINETS KITCHEN CABINET LAYOUT AS PER KITCHEN DESIGNER OPENING INTO SERVICE AREA 8'-118"12 PITCH 6 12'-3716" 1 FRAMING SECTION2'-0"2'-8" NOTE: EXTERIOR WALL, FOUNDATION FLASHING & WATERPROOFING (AS PER CONTRACTOR) GRAVEL FILL TRUSS BEARING ON WALL NOT PORCH HEADER 1'-334" 7'-11"8'-11"16'-10" 1'-414"1'-61316"8'-5"5'-6516"4'-512"HEELHGT.HEELHGT.EXISTING CRAWLSPACE112"112"NOTE: GABLE TRUSS THAT SITS ON TOP OF CABINETS (VERIFY w/ CONTRACTOR AND GARY NANCE FOR DESIGN) SOLID BLOCK AS REQUIRED 8'-51316"STEPDOWNSLOPEFLAT SOFFIT 20"x10" THK. CONC. FTG. w/ (2) #4 BARS CONT. (CONTRACTOR TO VERIFY LOCAL BUILDING CODE) MATCH OVERHANG w/ EXISTING OVERHANG (VERIFY w/ CONTRACTOR) TOP OF RIDGE TRUSS VERIFY @ SITEBOT. OF LOOKUTS VERIFY @ SITE1'-0"8'-118"61316"1'-61316"HEELHGT.VERIFY @ SITE LOAD BEARING BEAM AS PER THE CONTRACTOR NEW CONSTRUCTIONEXISTING6'-8"TOP OF MAIN FLOOR SUB FLOOR TO FLUSH w/ EXISTING (VERIFY AT SITE w/ CONTRACTOR) ADD BRICK TO EXISTING CHIMNEY STRUCTURE TO COMPLY WITH CODE (VERIFY w/ CONTRACTOR) FLASHING & WATERPROOF TOP OF CHIMNEY STRUCTURE BEFORE INSTALLING METAL CAP (VERIFY w/ CONTRACTOR) 6 PITCH12 EXISTING WINDOW TO BE REMOVED. FRAME IN AS REQUIRED (VERIFY w/ CONTRACTOR) WINDOW HEADER HEIGHT TO MATCH EXISTING (VERIFY AT SITE w/ CONTRACTOR) EXISTING MAIN ROOF TO BE REMOVED (VERIFY w/ CONTRACTOR) PAINTED BRICK ASPHALT SHINGLESASPHALT SHINGLES RIGHT SIDE ELEVATION2'-0"EXISTING MAIN ROOF TO BE REMOVED (VERIFY w/ CONTRACTOR) ADD BRICK TO EXISTING CHIMNEY STRUCTURE TO COMPLY WITH CODE (VERIFY w/ CONTRACTOR) FLASHING & WATERPROOF TOP OF CHIMNEY STRUCTURE BEFORE INSTALLING METAL CAP (VERIFY w/ CONTRACTOR) CHIMNEY INTERIOR & EXTERIOR METAL FLASHING AS PER CONTRACTOR EXISTING WINDOW TO BE REMOVED. FRAME IN AS REQUIRED (VERIFY w/ CONTRACTOR) PAINTED BRICK EXISTING SIDING TO BE REMOVE AND BRICK TO BE LAID (VERIFY w/ CONTRACTOR)6'-8"WINDOW HEADER HEIGHT TO MATCH EXISTING (VERIFY AT SITE w/ CONTRACTOR) TOP OF MAIN FLOOR SUB FLOOR TO FLUSH w/ EXISTING (VERIFY AT SITE w/ CONTRACTOR) 8" BRICK SOLDIER BRICK ROWLOCK DRINK LEDGE EXISTING WINDOW TO BE REMOVED. FRAME IN AS REQUIRED (VERIFY w/ CONTRACTOR) NOTE: EXISTING DECK STRUCTURE AND CONCRETE TO BE REMOVED (VERIFY w/ CONTRACTOR) EXISTING SIDING TO BE REMOVE AND BRICK TO BE LAID (VERIFY w/ CONTRACTOR) 6 PITCH12 ASPHALT SHINGLES REAR ELEVATION 4" BRICK VENEER AIR SPACE 30# ASPHALT SAT. FELT OR EQUAL 1 2" O.S.B. SHEATHING 7'-5116"NEW EAVE HEIGHT TOMATCH EXISTING(VERIFY AT SITE)MASTER BEDROOMWALK-IN CLOSET 20"x10" THK. CONC. FTG. w/ (2) #4 BARS CONT. (CONTRACTOR TO VERIFY LOCAL BUILDING CODE) 4 MIL POLYETHYLENE VAPOR BARRIER 12" INSUL. BATTS R-38 2 FRAMING SECTION FULL THK FRICTION FIT FIBERGL INSUL. BATTS R-13 2x4 STUDS 16" O.C. w/ 12" DRYWALL 3 4" PLYWD SUB. FL.8'-118"2'-838"2'-8"8"2x8 #2 YELLOW PINE FLOOR JOIST 16" o.c. 4" DIA. PERF PIPE w/SOCK WATERPROOFING AS SPECIFIED BY GENERAL CONTRACTOR WRAP WASH GRAVEL BACKFILL w/ LANDSCAPE FELT MAT'L. GRAVEL FILL 1'-414"10'-1014" INSUL. BAFFLE STOP 12 PITCH 6 5'-1078"NEW CRAWLSPACE ASPHALT SHINGLES 30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK AREAS USE ICE & WATER SHIELD MEMBRANE 2" RIGID INSULATION MATCH OVERHANG w/ EXISTING OVERHANG (VERIFY w/ CONTRACTOR) MATCH OVERHANG w/ EXISTING OVERHANG (VERIFY w/ CONTRACTOR) TOP OF RIDGE BEAM VERIFY @ SITEDIRECTION NEW 2x8 #2 YELLOW PINE FLOOR JOIST 16" o.c. 7/16" DECKING w/ H CLIPS 2x6 RA F T E R S 16" O. C. 2x8 JOIST 16" O.C. 434" SEAT CUT (VERIFY AT SITE)VERIFY @ SITE3"1'-414"10'-1014"434" SEAT CUT (VERIFY AT SITE) 2x4 BRACING 32" O.C. SCALE: 1/4"=1'-0"ELEVATIONS "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."4Drawings & 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