PL-20-04520 152 Norfolk Avenue HDDR Public Hearing Memo...

PARK CITY PLANNING DEPARTMENT ADMINISTRATIVE HEARINGS MEETINGSUMMIT COUNTY, UTAHAugust 13, 2020

PUBLIC NOTICE IS HEREBY GIVEN that the City Council of Park City, Utah will hold its Planning DepartmentAdministrative Hearings at the City Council Chambers, 445 Marsac Avenue, Park City, Utah 84060 for thepurposes and at the times as described below on Thursday, August 13, 2020.

Regular Agenda

12:00 PM - 152 Norfolk Avenue - Historic District Design Review The Applicant is proposing to demolish the existing Structure and construct a new SingleFamily Dwelling. PL-20-04520PL-20-04520 152 Norfolk Avenue HDDR Public Hearing MemoExhibit A: Submitted Plans

A majority of City Council members may meet socially after the meeting. If so, the location will be announced bythe Mayor. City business will not be conducted. Pursuant to the Americans with Disabilities Act, individualsneeding special accommodations during the meeting should notify the City Recorder at 435-615-5007 at least24 hours prior to the meeting. Wireless internet service is available in the Marsac Building on Wednesdays andThursdays from 4:00 p.m. to 9:00 p.m. Posted: See: www.parkcity.org

*Parking validations will be provided for Council meeting attendees that park in the China Bridgeparking structure.

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https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/655937/PL-20-04520_152_Norfolk_Ave_-_HDDR_Memo_-_8.13.pdfhttps://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/655939/Exhibit_A_-_Submitted_Plans.pdfhttp://www.parkcity.org/

*Please submit any public comment to [email protected] prior to the meeting, during the meeting, or by using the “eComments” link under “Upcoming Events” on the Current Public Meeting Listen Live page for this meeting.

Historic District Design Review Administrative Hearing Memo Subject: Historic District Design Review Application: PL-20-04520 Author: Liz Jackson Date: August 13, 2020 Type of Item: Administrative Public Hearing Memo Description Applicant: Joseph Cornetta and Jonathan DeGray Location: 152 Norfolk Avenue Zoning District: Historic Residential (HR-1) District Historic Designation: Non-historic Reason for Review: Land Management Code (LMC) § 15-11-12 Historic District or

Historic Site Design Review Zoom Meeting Information URL: https://us02web.zoom.us/j/88296678029 Meeting ID: 882 9667 8029 Meeting Date: August 13, 2020* Meeting Time: 12:00 PM MST Executive Summary The Applicant is proposing to demolish the existing Structure and construct a new Single Family Dwelling. The Planning Department is currently reviewing the project for compliance with LMC § 15-13 Design Guidelines For Historic Districts and Historic Sites. Background On July 30, 2020, the Planning Department deemed this a complete Historic District Design Review application. The subject property is located in the Historic Residential (HR-1) Zoning District. Exhibits Exhibit A: Submitted Plans

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mailto:[email protected]://www.parkcity.org/government/city-council/city-council-meetings/current-public-meeting-info-listen-livehttps://www.parkcity.org/government/city-council/city-council-meetings/current-public-meeting-info-listen-livehttps://parkcity.municipalcodeonline.com/book?type=ordinances#name=15-11-12_Historic_District_Or_Historic_Site_Design_Reviewhttps://us02web.zoom.us/j/88296678029https://parkcity.municipalcodeonline.com/book?type=ordinances#name=15-13_Design_Guidelines_For_Historic_Districts_And_Historic_Sites

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152 UPPER NORFOLKPARK CITY, UT 84060

CORNETTA RESIDENCE

ABBREVIATIONS

COL. COLUMN I.D.

FLOOR DRAIN

EXTERIOR

ELEVATIONELECTRIC/ELECTRICALEXPANSION JOINTEXHAUST FAN

DRAWINGDIMENSIONDIAMETERDRINKING FOUNTAIN/DOUGLAS FIRCONTINUOUSCONTRACTORCONSTRUCTIONCONCRETECOMPACTED/COMPOSITE

ELEC.ELEV.

EXIST. (E)EXT.

F.D.

EQ.

E.F.E.J.

EXISTINGEQUAL

COMP.CONC.CONST.CONTR.CONT.

DIM.DWG.DTL.EA.

DIA.DN.

D.F.

DETAILEACH

DOWN

PNT.PNTD.PLYWD.OPN'GOF.D.O.D.O.C.NO.N.T.S.N.I.C.MIN.MECH.MAX.MANF'RM.R.JNT.INSUL.IRRIG.INT.

JB.

CONCRETE MASONRY UNITCONTROL JOINT

BUILDINGBOTH WAYSBUILT-UP

APPROXIMATEALUMINUMALLOWANCEADJUSTABLEADDENDUMACOUSTICALAIR CONDITIONING

CAST IRON

ALLOW.ALUM.APPROX.

B.U.B.W.BLDG.BLK.BRK.

C.M.U.CLG.C.J.C.I.

BLOCK

CEILING

BRICK

A/CACOUST.ADD.ADJ.

FTG.

G.W.B.

HOR.H.M.HD.H.B.G.L.B.GRD.GALV.GA.G.I.GF.R.FLR.FIN.FND

INSIDE DIAMETERSTANDARDSTD.

W.W.M.W.W.F.

W.R.WP.W/WD.

VERT.U.N.O.T.S.TYP.T.O.W.T.O.F.T.O.T & GT & BSYS.STRUCT.STL.

OUTSIDE DIAMETER

PAINTPAINTED

NUMBERON CENTEROVERFLOW DRAINOPENINGPLYWOOD

W.

MOISTURE RESISTANT

NOT IN CONTRACTNOT TO SCALE

MANUFACTURERMAXIMUMMECHANICALMINIMUM

INTERIORIRRIGATIONINSULATIONJAMBJOINT

VERTICAL

WATERPROOFWATER RESISTANT

WELDED WIRE FABRICWOVEN WIRE MESH

WITHWATERWOOD

UNLESS NOTED OTHERWISE

STRUCTURALTOP AND BOTTOMTONGUE AND GROOVETOP OFTOP OF FOOTINGTOP OF WALLSTEEL TUBE COLUMNTYPICAL

SYSTEMSTEEL

SPEC.SIM.SHT.SCHED.S.C.S & RR.O.RM.REV.REQ'D.REINF.RAD.R.S.REG.R.D.

FOOTING

GYPSUM WALL BOARDHOSE BIBBGLU-LAM BEAM

HOLLOW METALHORIZONTALHEAD

GALVANIZED IRONGALVANIZEDGAUGEGRADE

GAS

FOUNDATION

FIRE RATEDFINISHFLOOR

RADIUS

SCHEDULE

REINFORCINGREQUIREDREVISEDROUGH OPENINGSHELF AND RODSOLID CORE

SPECIFICATIONSHEETSIMILAR

ROOM

ROOF DRAINREGULARROUGH-SAWN

LEGEND

E.I.F.S. EXT. INSUL. FINISH SYSTEM

NEW(N)V.T.R. VENT THRU ROOF

GENERAL NOTES

ROOM NAME & NUMBEREARTH

RIGID INSULATION

CONCRETE MASONRY UNITSTEEL (LARGE SCALE)

CONCRETE

BLOCKING

GRAVELALUMINUM (LARGE SCALE)

BITUMINOUS PAVING

PLASTER, SAND, GROUT, MORTARBATT OR BLOWN INSULATION

STEEL (SMALL SCALE)

FINISHED WOOD

ROUGH WOOD

GYPSUM BOARDPLYWOOD

INTERIOR WALL ELEV.

REVISION

SECTION CUT, DETAIL

KEYED NOTES

DOOR NUMBER

WINDOW TYPE

BUILDING SECTION

FLOOR, POINT ELEV.

CHANNELANGLE

CENTER LINEROUND, DIA.

DETAIL

CL

BRICK & STONE

WALL TYPEA

INDEX TO DRAWINGSSHEET ## SHEET DESCRIPTION

Aa1 COVER SHEET

345

CONSULTANTS

CODE ANALYSIS

ARCHITECTURAL

E.T. EXPANSION TANKW.H. WATER HEATER

PR. PAIR

W.S. WATER SOFTENER

BOARDB.D.

BACKFLOW PREVENTERS ( 3 TOTAL)

1314

AREA SQUARE FOOT CALCULATIONS

MID LEVEL

EXISTING

TOTAL LIVING SPACE

GARAGE

LOT AREALOD FENCE

DISTURBED AREA

15

NEW

ARCHITECTURALJONATHAN DEGRAYP.O. BOX 1674614 MAIN STREET SUITE 302PARK CITY, UTAH 84060TEL. (435) 649-7263FAX. (435) 649-7263EMAIL: [email protected]

1. THIS DESIGN IS AN ORIGINAL UNPUBLISHED WORK AND MAYNOT BE DUPLICATED, PUBLISHED AND/OR USED WITHOUT THEWRITTEN CONSENT OF THE ARCHITECT/ENGINEER.

2. THESE SHEETS - LISTED BY DRAWING INDEX , ALLACCOMPANYING SPECIFICATIONS FOR MATERIALS,WORKMANSHIP QUALITY, AND NOTES HAVE BEEN PREPAREDSOLELY FOR THE CONSTRUCTION AND FINISH OF PROJECTIMPROVEMENTS, COMPLETE AND READY FOR OCCUPANCY ANDUSE.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITHPERTINENT JURISDICTIONAL CODES, RESTRICTIONS, COVENANTS,AND/OR ORDINANCES. ANY CONFLICT BETWEEN DESIGN ANDREQUIREMENT SHALL BE REPORTED TO THE ARCHITECT/ENGINEERBEFORE PROCEEDING.

4. ANY AND ALL PROPOSED CHANGE, MODIFICATIONS AND/ORSUBSTITUTION SHALL BE REPORTED TO THEARCHITECT/ENGINEER BEFORE PROCEEDING.

5. IN THE EVENT OF CONFLICT BETWEEN THE DESIGN DOCUMENTSAND/OR JURISDICTIONAL REQUIREMENTS, THE MORE RESTRICTIVEFROM THE STANDPOINT OF SAFETY AND PHYSICAL SECURITYSHALL APPLY.

6. ANY INSTALLATION, FINISH, OR COMPONENT INTENDED TOPROVIDE ENCLOSURE, WEATHER ABILITY OR APPEARANCEQUALITY SHALL BE PRODUCED AS A REPRESENTATIVE SAMPLEPRIOR TO PROCEEDING WITH COMPLETION. WORK PERFORMEDWITHOUT WRITTEN APPROVAL OF SUCH SAMPLE BY THEARCHITECT/ENGINEER SHALL BE DONE AT THE RISK OF THECONTRACTOR. A MINIMUM OF TWO (2) WORKING DAYS NOTICESHALL BE GIVEN.

8. BUILDING DESIGN IS GENERALLY PREDICATED UPONPROVISIONS OF THE 2015 IRC AND AMENDMENTS AS MAY HAVEBEEN LOCALLY ENACTED. ALL REQUIREMENTS OF THEJURISDICTIONAL FIRE SAFETY/PREVENTION DISTRICT SHALL BEACCOMMODATED BY THIS DESIGN AND ANY CONSEQUENTCONSTRUCTION.

9. ALL 2/5 lb. GAS PIPE SYSTEM METER SETS REQUIRES PRIORAPPROVAL FROM QUESTAR GAS COMPANY. PROVIDE A LETTERFROM QUESTAR APPROVING SYSTEM.

10. ALL FIELD WELDING OR TORCH WORK, WILL REQUIRE ASEPARATE "HOT WORK" PERMIT PRIOR TO BEGINNING WORK. IFC105.6.11

7. ALL WORK SHALL BE INSPECTED BY GOVERNING AGENCIES INACCORDANCE WITH THEIR REQUIREMENTS. JURISDICTIONALAPPROVAL SHALL BE SECURED BEFORE PROCEEDING WITH WORK.

FAMILY LEVEL

MASTER LEVEL

HISTORIC DISTRICT DESIGN APPLICATION SET

BUILDING TO BE FIRE SPRINKLED:CONTRACTOR TO PROVIDE APPROVALSPRIOR TO INSTALLATION.

1. LAWN SPRINKLER SYSTEM2. BOILER3. FIRE SPRINKLER SYSTEM ALLOWABLE LIVING SPACE -

FOOTPRINTALLOWABLE FOOTPRINT -

2SURVEY

1 OF 1 RECORD OF SURVEY AND TOPOGRAPHIC MAP

6789

101112

512

-

-- 833

- 251

1240 2056

465321

18751875566

A2.0 EXTERIOR ELEVATIONSA2.1 EXTERIOR ELEVATIONSA3.0 BUILDING SECTIONS

AB1.1 AS BUILT - LOWER AND MAIN LEVEL FLOOR PLANS

A3.1 BUILDING SECTIONSA5.1 ARCHITECTURAL DETAILS

A6.1 DOOR, WINDOW, AND ROOM SCHEDULESA5.2 ARCHITECTURAL DETAILS

AB1.2 AS BUILT - LOFT LEVEL FLOOR PLAN AND ROOF LEVEL PLAN

OFFICE103

COVE

R SH

EET

Aa

APPLICABLE CODES2018 IBC 2015 IRC2018 IPC 2018 IMC2017 NEC 2018 IFGC2018 IECC 2018 IFC

OCCUPANCY: R3

CONSTRUCTION TYPE: VB

LIVING LEVELENTRY LEVEL

KITCHEN LEVEL

116

367275

*EXISTING STRUCTURE TO BE REMOVED

A0.2 LANDSCAPE PLAN AND UTILITY PLANA0.1 PROPOSED SITE PLAN, STORM WATER POLLUTION PREVENTION AND LIMITS OF DISTURBANCE PLANS

A1.1 FAMILY, MID, MASTER, AND ENTRY LEVEL FLOOR PLANSA1.2 LIVING AND KITCHEN LEVEL FLOOR PLAN AND ROOF LEVEL PLAN

*MAIN LEVEL*LOWER LEVEL

*LOFT LEVEL

707

143390

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LIMITS OF DISTURBANCE AND STORM WATER POLLUTION PREVENTION PLAN2CONSTRUCTION FENCEC

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AutoCAD SHX TextNOTES: 1. SANDBAGS WILL BE PLACED AT DISCHARGE LOCATIONS TO CONTAIN AND DIVERT STORM WATER THROUGH STRAW BALES. 2. AN EARTHEN BERM 6" HIGH WILL BE CONSTRUCTED TO CONTAIN THE STORM WATER AND DIVERT IT TO DISCHARGE AREAS. 3. STORM WATER WILL BE DISCHARGED INTO AN EXISTING DRAINAGE SYSTEM. EXISTING LINES SHALL BE INSPECTED PRIOR TO CERTIFICATE OF OCCUPANCY AND CLEANED IF NECESSARY. 4. THE STORM WATER PREVENTION PLAN SHALL CONFORM TO ALL STATE DIVISION OF ENVIRONMENTAL PROTECTION REGULATIONS.

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AutoCAD SHX TextCONST TOILET W/ 6' HIGH PRIVACY SCREEN

AutoCAD SHX TextCONSTRUCTION MATERIAL STORAGE AREA

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AutoCAD SHX TextUPPER NORFOLK AVENUE

AutoCAD SHX TextLINE OF EXISTING HOME TO BE REMOVED





AutoCAD SHX TextKITCHEN LEVEL DECK

AutoCAD SHX TextTOP OF SLAB @

AutoCAD SHX TextTOP BACK OF CURB





AutoCAD SHX TextCONCRETE DRIVEWAY SLOPE 11.25% @ CENTERLINE

AutoCAD SHX TextCONSTRUCTION TRASH CONTAINER

AutoCAD SHX TextLIVING LEVEL DECK

AutoCAD SHX TextMASTER LEVEL DECK

AutoCAD SHX TextDRAIN


AutoCAD SHX TextT.O.W.








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AutoCAD SHX TextDN

AutoCAD SHX Text7" RISERS, 11" TREADS, 36" LANDINGS TYPICAL AT SITE STAIRS

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AutoCAD SHX TextELEC

AutoCAD SHX TextMETER


AutoCAD SHX TextGAS

AutoCAD SHX TextTRASH CANS

AutoCAD SHX TextPEA GRAVEL








AutoCAD SHX TextCONTRACTOR TO FIELD VERIFY TOPOGRAPHY AT THIS AREA AND BUILD RETAINING WALL ACCORDINGLY.

AutoCAD SHX TextSEE 524 AND 524S ON A0.2
































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AutoCAD SHX Text7" RISERS, 11" TREADS, 36" LANDINGS TYPICAL AT SITE STAIRS

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AutoCAD SHX TextFRONT OF GARAGE



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AutoCAD SHX Text1" = 200'

AutoCAD SHX TextNO SCALE



AutoCAD SHX TextINDICATES SURFACE DRAINAGE

AutoCAD SHX TextEXISTING GRADE

AutoCAD SHX TextPROPOSED GRADE

AutoCAD SHX TextDRAINAGE NOTE: SURFACE WATER SHALL DRAIN AWAY FROM THE HOUSE AT ALL POINTS. DIRECT THE DRAINAGE WATER TO THE STREET OR TO AN APPROVED DRAINAGE COURSE BUT NOT ONTO NEIGHBORING PROPERTIES. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FT. IRC R401.3







AutoCAD SHX TextLIMITS OF DISTURBANCE FENCE

AutoCAD SHX TextNO SCALE





SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

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CORN

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07/09/20

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A0.2LANDSCAPE PLAN1

UTILITY PLAN2

PLANTING NOTES

1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF EXCAVATION OR PLANTING OPERATIONS. ANYDAMAGE TO EXISTING UTILITIES ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY.2. AUTOMATIC IRRIGATION IS REQUIRED, PROVIDE SHOP DRAWINGS FOR APPROVAL.3. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN'S STANDARD SPECIFICATIONS.4. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DRAWINGS, DETAILS, AND SPECIFICATIONS.5. CONTRACTOR SHALL VERIFY ALL QUANTITIES. IN CASE OF A DISCREPANCY, THE ILLUSTRATED LOCATIONS SHALL DICTATE COUNT.6. CONTRACTOR SHALL COORDINATE ALL PLANTING WITH IRRIGATION CONTRACTOR, AS NEEDED.7. IN THE EVENT OF A DISCREPANCY NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY.8. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT OR OWNER.9. SHRUB BEDS SHALL RECEIVE 6" OF TOPSOIL.10. ALL SHRUB BEDS SHALL HAVE 3" OF DECOMPOSED BARK MULCH INSTALLED.11. SHRUB BED EDGING SHALL BE PRESSURE TREATED WOOD OR "TREX" EDGING. IT SHALL SEPARATE ALL SHRUB BEDS/ NATIVEGRASS LOCATIONS.12. ALL PLANTS AND ALL PLANT STAKES SHALL BE SET PLUMB.13. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF OF PLANTING ANDPROPERLY DISCARDED.14. NO BARE ROOT STOCK SHALL BE USED.15. FOR PLANTING BACK FILL SOIL MIX, SEE SPECIFICATIONS.

COMMENTSSIZE SPACINGSYMBOL SCIENTIFIC NAMEPLANT SCHEDULE

KEY

'Elata' Black ChokecherryAronia melanocarpa 'Elata'

QUANITY COMMON NAME

'Shademaster' Honeylocust

DECIDUOUS TREES

3" Dia. 6'-10'Gleditsia tri. 'Shademaster'

NATIVE GRASS SEED MIXThe seed mix shall be utilized in areas specified for native grasses. This mixture shall be applied at a sufficient rate so that germination and subsequent coveragereaches 80% in a representative 10'x10' area. If coverage does not reach 80% reseeding must occur. Apply at a rate of 80 lbs./ acre on the following percentages:20% Crested Wheatgrass, 10% Streambank Wheatgrass, 20% Pubescent Wheatgrass, 15% Perennial Ryegrass, 15% Mountain Bromegrass, 10% Indian Ryegrass,10% Alpine Bluegrass.* In addition, add 10 lbs./ acre each of Linum lewisii and Penstemon Eatonii with native grass seed mixture.

Saskatoon Serviceberry Amelanchier alnifolia 5' - 6'

SHRUBS15 Gal.

'Pumilio' Mugo Pine Pinus mugo 'Pumilio'

PERENIAL PLANTS

2' - 3''Gro-Low' Sumac Rhus typhina 'Gro-Low' 10 Gal. 18"-24"

'Hameln' Fountain Grass Pennisetum al. 'Hameln' 3 Gal. 18"-24"

Wood Chips Small 3" Thick LayerNative Grass Seed Mix Hydroseed1 lb/1500 See seed mix below

185 S/F

Multi-Stem6'-10'2

OTHER

2

1

1

155 S/F

7

3

Dwf. Norway Spruce Picea abies 'Elegans' 15 Gal.1

CONCRETE WALLS AND TREES CONCEPTHORIZONTAL SLATTED FENCEDECORATIVE BOULDERS TREES GRASSES AND FENCE CONCEPTSTOCKADE FENCE DETAILS

Native Grass Seed Mix Hydroseed1 lb/1500 See seed mix below155 S/F

8

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AutoCAD SHX Text(E) SEWER LINE VERIFY LOCATION IN STREET

AutoCAD SHX Text(E) WATER LINE VERIFY LOCATION IN STREET

AutoCAD SHX Text(E) GAS LINE VERIFY LOCATION IN STREET

AutoCAD SHX TextNEW GAS SERVICE LINE

AutoCAD SHX TextNEW O.H. POWER LINE

AutoCAD SHX Text(N) WATER METER VAULT AND 1 1/2" WATER METER. SEE 524 AND 524S ON A0.2

AutoCAD SHX TextNEW 2" WATER LINE VERIFY LOCATION OF LINE IN STREET

AutoCAD SHX TextNEW 2" WATER LINE

AutoCAD SHX TextNEW SEWER LATERAL

AutoCAD SHX Text(E) O.H. POWER LINE

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LAUND.201

BEDROOM202

BATH203 BEDROOM

103

BATH104

FAMILYROOM

102

HALL101

PATIO

ENTRY401

ENTRYPORCH MUD

ROOM301

GARAGE402 MASTER

CLOSET304

MASTERBEDROOM

302

MASTERBATH

303

DECK

STORAGE305

FAM

ILY,

MID

, MAS

TER,

AND

ENRT

YLE

VEL F

LOOR

PLAN

S

A1.1SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

SCRI

PTIO

N:PR

OJEC

T DE

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N:

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CORN

ETTA

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CE15

2 UPP

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LK A

VENU

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RK C

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UT 8

4060

07/09/20

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MASTER AND ENTRY LEVEL FLOOR PLAN2

FAMILY AND MID LEVEL FLOOR PLAN1

≈

KEYED NOTES

9


AutoCAD SHX Text@ FAMILY LEVEL



AutoCAD SHX Text@ MID LEVEL


AutoCAD SHX Text3'-0" MIN.




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AutoCAD SHX Text5R @ 6 3/4" = 2'-10" 4T @ 11" = 3'-8"



AutoCAD SHX TextFUTURE BATH

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AutoCAD SHX TextSTUB PLUMBING DRAIN FOR FUTURE BATH TO THIS WALL

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AutoCAD SHX TextTOP OF GYPCRETE

AutoCAD SHX Text@ MASTER LEVEL



AutoCAD SHX Text@ ENTRY LEVEL



AutoCAD SHX TextREAR OF GARAGE



AutoCAD SHX TextFRONT OF GARAGE
















AutoCAD SHX TextBUILT IN



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AutoCAD SHX TextBELOW SEE EE/A3.1

AutoCAD SHX Text11'-0" x 20'-0" MIN. PARKING @ GARAGE

AutoCAD SHX Text9'-0" x 18'-0" MIN. PARKING @ DRIVEWAY

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AutoCAD SHX TextSEE A0.2 FOR SITE STAIRS

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AutoCAD SHX TextMASTER LEVEL = 465 SQ. FT - ENTRY LEVEL = 116 SQ.FT. - GARAGE = 251 SQ. FT.


AutoCAD SHX TextFAMILY LEVEL = 512 SQ. FT - MID LEVEL = 321 SQ.FT.

AutoCAD SHX Text4" CONCRETE FLOOR SLAB. REINFORCED PER ENGINEER. OVER 6 MIL VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6" OVER 6" GRANULAR FILL. (R506.2.3) ANY EDGE OF SLAB LESS THAN 12" BELOW GRADE SHALL BE INSULATED - R10 @ 4 FEET OR R15 @ 4 FEET FOR HEATED SLABS (IECC, SECTION 402.2.8

AutoCAD SHX TextHANDRAIL AT STAIRWAY TO BE 1 1/2" - HOLD 1 1/2" FROM WALL ANDLOCATE 2'-10" ABOVE STAIR NOSING. RETURN ENDS TO WALL OR POST. SEE STAIRWAY/HANDRAILING/GUARDRAIL NOTES 6,7,8/A5.1 FOR REQUIREMENTS.

AutoCAD SHX Text27

AutoCAD SHX Text15

AutoCAD SHX TextHEATED CONC. PORCH/ PATIO/ DRIVEWAY. BROOM FINISHED NATURAL COLOR. 4" THICK W/ 6x6 W1.4 X W1.4 WWF, TYP.

AutoCAD SHX TextALUMINUM CLAD WOOD WINDOWS AND DOORS W/ INSULATED GLASS - SEE SCHEDULE AND REScheck REPORT.

AutoCAD SHX TextCONCRETE DECK @ GARAGE FLOOR TO BE W3 FORMLOCK X 18 GA. W/ 6" 12" CONCRETE - SHORING 12" CONCRETE - SHORING REQUIRED. EXTEND STEEL ANGLE POUR STOP AS REQUIRED FOR SLAB THICKNESS USING GALVANIZED SHEET METAL - SEE STRUCTURAL PLANS AND DETAILS.

AutoCAD SHX TextTUBS AND SHOWERS WITH TILED WALLS REQUIRE A PORTLAND CEMENT APPLICATION, FIBER-CEMENT OR GLASS MAT GYPSUM BACKER; GREEN BOARD IS NO LONGER ALLOWED IN THIS APPLICATION.

AutoCAD SHX Text25

AutoCAD SHX TextNEW CONCRETE RETAINING WALL. TIE INTO CONCRETE FOUNDATION PER ENGINEER. BOARD FORMED W/ 12" BOARDS WHERE EXPOSED. SEE ELEVATIONS

AutoCAD SHX Text1 1/2" CONCRETE TOPPING WITH RADIANT HEAT COILS PER CONTRACTOR SPECS. CONCRETE FINISH T.B.D.

AutoCAD SHX Text9

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AutoCAD SHX TextPANEL STYLE OVERHEAD GARAGE DOOR

AutoCAD SHX Text10

AutoCAD SHX TextCONCRETE FOUNDATION - SEE STRUCTURAL FOR SIZE AND REINFORCING. BOARD FORMED W/ 12" BOARDS WHERE EXPOSED. SEE ELEVATIONS.

AutoCAD SHX Text12

AutoCAD SHX Text36" HIGH METAL RAILING: CONT. 2" x 4" TOP RAIL, 4" x 4" POSTS, 1" X 2" INTER. VERTICAL SUPPORTS, W/ HORIZONTAL WIRE CABLES @ 3" O.C.

AutoCAD SHX Text11

AutoCAD SHX TextGUARDRAIL AT STAIRWAY TO BE 36" TALL W/ NO OPENINGS ALLOWING THE PASSAGE OF A SPHERE 4" IN DIAMETER. STAIRWAY/HANDRAILING/GUARDRAIL NOTES 9,10,11/A5.1 FOR REQUIREMENTS.

AutoCAD SHX Text26

AutoCAD SHX TextPOLYDECK 160 WATERPROOF DECK SYSTEM. INSTALL PER MANUFACTURER SPECIFICATIONS ON 1 1/8" WARMBOARD S SLOPED AT 1/4" IN 12" MIN. - SEE B/A3.0

AutoCAD SHX Text2

AutoCAD SHX TextAREA DRAIN TO UNDERGROUND SUMP

AutoCAD SHX Text31







BATH602

KITCHEN604

LIVINGROOM

501DECK

DECK

HALL601

DINING603

LIVI

NG &

KIT

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LEVE

L FLO

OR PL

AN&

ROOF

LEVE

L PLA

N

A1.2SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

SCRI

PTIO

N:PR

OJEC

T DE

SCRI

PTIO

N:

Jona

than

DeG

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Box 1

674,

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uite

302,

Par

k City

, Uta

h 84

060

Tel. 4

35-6

49-7

263,

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h@qw

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REVISIONS:

CORN

ETTA

RES

IDEN

CE15

2 UPP

ER N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

07/09/20

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ROOF LEVEL PLAN2

LIVING AND KITCHEN LEVEL FLOOR PLAN1

KEYED NOTES

10


AutoCAD SHX Text@ LIVING LEVEL



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AutoCAD SHX TextFRAME AND CASE OPENING SO TRIM MATCHES SIZE OF WINDOW J

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AutoCAD SHX TextLIIVING LEVEL = 275 SQ. FT - KITCHEN LEVEL = 367 SQ.FT.


AutoCAD SHX TextMETAL GUTTER & DOWNSPOUT TO DRAIN TO SUBTERRANEAN FOUNDATION DRAIN.

AutoCAD SHX Text3/4" X 3 1/2" ON 3/4" X 7 1/4" BUILT UP CEDAR FASCIA - STAINED

AutoCAD SHX Text1 1/2" CONCRETE TOPPING WITH RADIANT HEAT COILS PER CONTRACTOR SPECS. CONCRETE FINISH T.B.D.

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AutoCAD SHX TextCHIMNEY CAP. SEE B/A2.0 FOR DETAILS.

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AutoCAD SHX TextENCLOSED GAS FIREPLACE. OPENING FRAMED ON 10" PLATFORM. SIZE PER PLAN.

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AutoCAD SHX TextGUARDRAIL AT STAIRWAY TO BE 36" TALL W/ NO OPENINGS ALLOWING THE PASSAGE OF A SPHERE 4" IN DIAMETER. STAIRWAY/HANDRAILING/GUARDRAIL NOTES 9,10,11/A5.1 FOR REQUIREMENTS.

AutoCAD SHX Text26

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AutoCAD SHX TextSTANDING SEAM METAL ROOF WITH SOLAR REFLECTIVE INDEX VALUE LESS THAN 35. SEAMS @ 16" O.C. INSTALLED PER MANUFACTURERS SPECIFICATIONS OVER ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE UP TO 24" DOWN 24" DOWN FROM RIDGE TYP. DOUBLE UNDERLAYMENT REQUIRED AT ROOFS WITH SLOPE 4:12 OR LESS.


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KEYED NOTES

SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

SCRI

PTIO

N:PR

OJEC

T DE

SCRI

PTIO

N:

Jona

than

DeG

ray

A r

c

h

i t

e

c t

P.O.

Box 1

674,

614

Main

Stre

et, S

uite

302,

Par

k City

, Uta

h 84

060

Tel. 4

35-6

49-7

263,

E-m

ail: d

egra

yarc

h@qw

esto

ffice.

net

REVISIONS:

CORN

ETTA

RES

IDEN

CE15

2 UPP

ER N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

07/09/20

THE

GRAP

HIC

MAT

ERIA

L AN

D DE

SIGN

ON

THIS

SHEE

T AR

E IN

STRU

MEN

TS O

F SER

VICE

AND

REM

AIN

AT A

LL T

IMES

THE

PROP

ERTY

OF J

ONAT

HAN

DEGR

AY -

ARCH

ITEC

T P.C

. REP

RODU

CTIO

N OR

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SE O

F THE

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L AN

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SIGN

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TAIN

ED H

EREI

N IS

PROH

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ED W

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ONSE

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P.C. V

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LLES

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OF T

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TECT

P.C.

ALL

RIG

HTS R

ESER

VED

EXTE

RIOR

ELEV

ATIO

NS

A2.0NORTH ELEVATION2 WEST ELEVATION1

11










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AutoCAD SHX TextROOF BEARING




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AutoCAD SHX Text3/4" X 3 1/2" ON 3/4" X 7 1/4" BUILT UP CEDAR FASCIA - STAINED 3/4" X 5 1/2" ON 3/4" X 7 1/4" @ SHED ROOF

AutoCAD SHX Text3

AutoCAD SHX Text6" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.




AutoCAD SHX Text1 1/2" X 3 1/2" CEDAR TRIM - STAINED

AutoCAD SHX TextINTERPOLATED NATURAL GRADE

AutoCAD SHX TextPROPOSED FINAL GRADE

AutoCAD SHX Text27'-0" ABOVE PROPOSED FINAL GRADE

AutoCAD SHX TextCONCRETE RETAINING WALL. TIE INTO CONCRETE FOUNDATION PER ENGINEER. BOARD FORMED W/ 12" BOARDS WHERE EXPOSED. SEE ELEVATIONS

AutoCAD SHX TextT&G CEDAR SOFFIT W. CONTINUOUS SOFFIT VENT AT EAVE - STAINED.

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AutoCAD SHX TextVENTILATION TO BE COMPLIANT AT ALL CRAWLSPACE AREAS. SEE FOOTING AND FOUNDATION PLAN FOR SIZE AND LOCATIONS OF VENTS. INSULATION TO BE HELD BACK TO MAINTAIN CLEARANCE AROUND VENTS. AREA / 1500 = MIN. REQ. VENT AREA.

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AutoCAD SHX Text"Z" CONT. METAL FLASHING ABOVE ALL NEW DOORS, WINDOWS, AND HORIZ. TRIM

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KEYED NOTES

SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

SCRI

PTIO

N:PR

OJEC

T DE

SCRI

PTIO

N:

Jona

than

DeG

ray

A r

c

h

i t

e

c t

P.O.

Box 1

674,

614

Main

Stre

et, S

uite

302,

Par

k City

, Uta

h 84

060

Tel. 4

35-6

49-7

263,

E-m

ail: d

egra

yarc

h@qw

esto

ffice.

net

REVISIONS:

CORN

ETTA

RES

IDEN

CE15

2 UPP

ER N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

07/09/20

THE

GRAP

HIC

MAT

ERIA

L AN

D DE

SIGN

ON

THIS

SHEE

T AR

E IN

STRU

MEN

TS O

F SER

VICE

AND

REM

AIN

AT A

LL T

IMES

THE

PROP

ERTY

OF J

ONAT

HAN

DEGR

AY -

ARCH

ITEC

T P.C

. REP

RODU

CTIO

N OR

REU

SE O

F THE

MAT

ERIA

L AN

D DE

SIGN

CON

TAIN

ED H

EREI

N IS

PROH

IBIT

ED W

ITHO

UT T

HE W

RITT

EN C

ONSE

NT O

F JON

ATHA

N DE

GRAY

- AR

CHIT

ECT

P.C. V

IOLA

TORS

WIL

L BE

PROS

ECUT

ED T

O TH

E FU

LLES

T EX

TENT

OF T

HE L

AWJO

NATH

AN D

EGRA

Y - A

RCHI

TECT

P.C.

ALL

RIG

HTS R

ESER

VED

EXTE

RIOR

ELEV

ATIO

NS

A2.1SOUTH ELEVATION2 EAST ELEAVATION1

12































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AutoCAD SHX Text6" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.




AutoCAD SHX Text1 1/2" X 3 1/2" CEDAR TRIM - STAINED

AutoCAD SHX TextINTERPOLATED NATURAL GRADE

AutoCAD SHX TextPROPOSED FINAL GRADE

AutoCAD SHX Text27'-0" ABOVE PROPOSED FINAL GRADE

AutoCAD SHX TextCONCRETE RETAINING WALL. TIE INTO CONCRETE FOUNDATION PER ENGINEER. BOARD FORMED W/ 12" BOARDS WHERE EXPOSED. SEE ELEVATIONS

AutoCAD SHX TextT&G CEDAR SOFFIT W. CONTINUOUS SOFFIT VENT AT EAVE - STAINED.

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AutoCAD SHX TextVENTILATION TO BE COMPLIANT AT ALL CRAWLSPACE AREAS. SEE FOOTING AND FOUNDATION PLAN FOR SIZE AND LOCATIONS OF VENTS. INSULATION TO BE HELD BACK TO MAINTAIN CLEARANCE AROUND VENTS. AREA / 1500 = MIN. REQ. VENT AREA.

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BATH203

GARAGE402ENTRY

PORCH

DECK KITCHEN503

BEDROOM103

HALL101

MUDROOM

301

MASTERCLOSET

304

LIVINGROOM

501

BEDROOM202

GARAGE402

BATH502

DINING504

HALL501

CRAWLSPACE

ENTRY401

FAMILYROOM

102

MASTERBEDROOM

302

MASTERBATH

303

DECK

≈

KEYED NOTES

SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

SCRI

PTIO

N:PR

OJEC

T DE

SCRI

PTIO

N:

Jona

than

DeG

ray

A r

c

h

i t

e

c t

P.O.

Box 1

674,

614

Main

Stre

et, S

uite

302,

Par

k City

, Uta

h 84

060

Tel. 4

35-6

49-7

263,

E-m

ail: d

egra

yarc

h@qw

esto

ffice.

net

REVISIONS:

CORN

ETTA

RES

IDEN

CE15

2 UPP

ER N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

07/09/20

THE

GRAP

HIC

MAT

ERIA

L AN

D DE

SIGN

ON

THIS

SHEE

T AR

E IN

STRU

MEN

TS O

F SER

VICE

AND

REM

AIN

AT A

LL T

IMES

THE

PROP

ERTY

OF J

ONAT

HAN

DEGR

AY -

ARCH

ITEC

T P.C

. REP

RODU

CTIO

N OR

REU

SE O

F THE

MAT

ERIA

L AN

D DE

SIGN

CON

TAIN

ED H

EREI

N IS

PROH

IBIT

ED W

ITHO

UT T

HE W

RITT

EN C

ONSE

NT O

F JON

ATHA

N DE

GRAY

- AR

CHIT

ECT

P.C. V

IOLA

TORS

WIL

L BE

PROS

ECUT

ED T

O TH

E FU

LLES

T EX

TENT

OF T

HE L

AWJO

NATH

AN D

EGRA

Y - A

RCHI

TECT

P.C.

ALL

RIG

HTS R

ESER

VED

BUIL

DING

SECT

IONS

A3.0BUILDING SECTIONAABUILDING SECTIONDD BUILDING SECTIONBBBUILDING SECTIONEE

13










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AutoCAD SHX Text4" CONCRETE FLOOR SLAB. REINFORCED PER ENGINEER. OVER 6 MIL VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6" OVER 6" GRANULAR FILL. (R506.2.3) ANY EDGE OF SLAB LESS THAN 12" BELOW GRADE SHALL BE INSULATED - R10 @ 4 FEET OR R15 @ 4 FEET FOR HEATED SLABS (IECC, SECTION 402.2.8

AutoCAD SHX TextNON-VENTED ROOF - 4" CLOSED CELL FOAM INSULATION AT OUTER FACE OF CAVITY (R-28). FILL REMAINDER OF CAVITY W/ FIBERGLASS BIBS (R-4.25 / 1")

AutoCAD SHX TextCONCRETE DECK @ GARAGE FLOOR TO BE W3 FORMLOCK X 18 GA. W/ 6" 12" CONCRETE - SHORING 12" CONCRETE - SHORING REQUIRED. EXTEND STEEL ANGLE POUR STOP AS REQUIRED FOR SLAB THICKNESS USING GALVANIZED SHEET METAL - SEE STRUCTURAL PLANS AND DETAILS.

AutoCAD SHX TextTOUGH'N'DRY VERTICAL DRAIN BOARD OR SPRAY APPLIED FOUNDATION DAMP PROOFING TO DRAIN TO 4" CONTINUOUSFOUNDATION DRAIN, SET IN GRAVEL, DRAIN TO SUMP. ALL SIDES OF FOUNDATION. BACKFILL FOUNDATION WITH GRANULAR FILL @ 95% COMPACTION.

AutoCAD SHX TextTUBS AND SHOWERS WITH TILED WALLS REQUIRE A PORTLAND CEMENT APPLICATION, FIBER-CEMENT OR GLASS MAT GYPSUM BACKER; GREEN BOARD IS NO LONGER ALLOWED IN THIS APPLICATION.

AutoCAD SHX Text25

AutoCAD SHX TextHANDRAIL AT STAIRWAY TO BE 1 1/2" - HOLD 1 1/2" FROM WALL ANDLOCATE 2'-10" ABOVE STAIR NOSING. RETURN ENDS TO WALL OR POST. SEE

PL-20-04520 152 Norfolk Avenue HDDR Public Hearing Memo...

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