1121 Norfolk Ave - HDDR Memo Exhibit A: Existing and ... · a2.0 exterior elevations - east & south...

PARK CITY PLANNING DEPARTMENT ADMINISTRATIVE HEARINGS MEETINGSUMMIT COUNTY, UTAHJuly 16, 2020

PUBLIC NOTICE IS HEREBY GIVEN that the City Council of Park City, Utah will hold its Planning DepartmentAdministrative Hearings at the VIRTUAL - Contact Planner for Zoom meeting Link for the purposes and at thetimes as described below on Thursday, July 16, 2020.

Regular Agenda

811 Norfolk Avenue - Historic District Design Review1121 Norfolk Ave - HDDR MemoExhibit A: Existing and Proposed Plans and Elevations

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/633607/PL-20-04474_-_1121_Norfolk_Ave_-_HDDR_Memo_-_7.2.20.pdfhttps://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/633609/Exhibit_A_-_Existing_and_Proposed_Plans_and_Elevations.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-20-04474 Author: Laura Kuhrmeyer Date: July 16, 2020 Type of Item: Administrative Public Hearing Memo Description Applicant: Damian Roche, represented by Jonathan DeGray, Architect Location: 1121 Norfolk Avenue Zoning District: Historic Residential (HR-1) District Reason for Review: Land Management Code (LMC) § 15-11-12 Historic District or

Historic Site Design Review. Zoom Meeting Information URL: Contact Planner Kuhrmeyer for Link Meeting Date: July 16, 2020 Meeting Time: 11:30am MST Executive Summary The Applicant is proposing to 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. Once staff has made a determination of compliance with the Design Guidelines, the final action will be made available here: 1121 Norfolk Avenue HDDR Documents. Background On June 2, 2020, the Planning Department received a complete Historic District Design Review application. The property located at 1121 Norfolk Avenue is located in the Historic Residential (HR-1) Zoning District. Exhibits Exhibit A: Existing and Proposed Plans and Elevations

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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://parkcity.municipalcodeonline.com/book?type=ordinances#name=15-13_Design_Guidelines_For_Historic_Districts_And_Historic_Siteshttps://www.parkcity.org/government/document-central/-fsiteid-1/-folder-17706

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1121 NORFOLK AVENUEPARK CITY, UT 84060

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 CALCULATIONSEXISTING

TOTAL LIVING SPACE

GARAGE

LOT AREALOD FENCE

DISTURBED AREA

15

NEW TOTAL REMODEL-

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.

LOWER LEVELMAIN LEVEL

-

-

-

-

HISTORIC DISTRICT DESIGN REVIEW SET

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

1. LAWN SPRINKLER SYSTEM2. BOILER3. FIRE SPRINKLER SYSTEM

ALLOWABLE LIVING SPACE - -

FOOTPRINT -ALLOWABLE FOOTPRINT - -

SURVEY1 OF 1 RECORD OF SURVEY AND TOPOGRAPHIC MAP

6789

101112

-

-

--

976* -

1387* -

- -

---

A2.0 EXTERIOR ELEVATIONS - EAST & SOUTHA2.1 EXTERIOR ELEVATIONS - WEST, & NORTHA3.0 BUILDING SECTIONSA3.1 BUILDING SECTIONSA5.1 ARCHITECTURAL DETAILS

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

A0.1 PROPOSED SITE PLAN

OFFICE103

UPPER LEVEL -- -

A1.1 LOWER LEVEL FLOOR PLANA1.2

UPPER LEVEL FLOOR PLAN

A0.3 LANDSCAPE PLAN

PATIOS - --DECKS - --

2

A1.3ROOF LEVEL PLAN

1052

-

15191519

467

3253

1365

37503750

-

836

602383

AB1.1 AS BUILT - FLOOR PLANS, ROOF PLAN, & EXTERIOR ELEVATIONS

161718

A0.1 LIMITS OF DISTURBANCE AND STORM WATER POLLUTION PREVENTION PLAN

A0.4 UTILITY PLAN

976*

* EXISTING STRUCTURE TO BE DEMOLISHED

MAIN LEVEL FLOOR PLAN

A1.4

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

OCCUPANCY: R3

CONSTRUCTION TYPE: VB

BIRDSEYE IMAGESGROUND VIEW IMAGESSTREETSCAPE

AI-01AI-02AI-03

192021

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AS BUILT - EAST ELEVATION5AS BUILT - SOUTH ELEVATION6

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AutoCAD SHX TextUP

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AutoCAD SHX Text6956'-3"

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AutoCAD SHX Text1/8" = 1'-0"

AutoCAD SHX Text976 SQ. FT.








AutoCAD SHX Text1

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S 54°01'00" W 75.00'

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PROPOSED SITE PLAN1

SNOW RETENTION BARSA

SYMBOL LEGEND

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AutoCAD SHX Text6956
























AutoCAD SHX TextT.O.W.


AutoCAD SHX TextCONSTRUCTION TOILET W/ 6' HIGH PRIVACY SCREEN

AutoCAD SHX TextCONSTRUCTION MATERIAL STORAGE AREA

AutoCAD SHX TextCONSTRUCTION TRASH CONTAINER

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AutoCAD SHX TextLIGHT WELL


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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.

AutoCAD SHX Text6' TALL, CHAIN LINK, CONSTRUCTION FENCE, BRACE AS REQUIRED

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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





laura.kuhrmeyerArea Measurement1,516 sf

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

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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

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h@qw

esto

ffice.

net

REVISIONS:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

THE

GRAP

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A0.3

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

Red twig dogwood Cornus sericea "baileyi"

QUANITY COMMON NAME

Aspen

DECIDUOUS TREES

Spacing as noted on plan

Distribute Equally

3" Dia. 6'-10'Populus tremuloides

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.

Colorado Blue Spruce Picea pungens 3" Dia.

SHRUBS5 Gal.

Bluebells CampanulaPERENIAL PLANTS

1 Gal. 12"-18"Columbine Aquilegia Caerulea 1 Gal. 12"-18"

Distribute Equally

Trailing Daisy Erigeron Flagillaris Distribute Equally1 Gal. 12"-18"Blanket Flower Gaillardia Aristata Distribute Equally1 Gal. 12"-18"

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

650 S/F

Drought Tolerant Fescue Sheep Fescue

6' - 8' tall6'-10'4

OTHER

15

26

19

780 S/F0 S/F

LANDSCAPE PLAN1

191919

8





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AutoCAD SHX Text(E) 5" ASPEN TO REMAINIF 1120 EMPIRE AVENUE SEWER LATERAL ALLOWS

AutoCAD SHX Text(E) 3" CHERRYTO REMAIN

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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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

THE

GRAP

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PLAN

A0.4UTILITY PLAN1

9

AutoCAD SHX TextTHIS SECTION OF (E) SEWER LATERAL FOR 1121 NORFOLK AVENUE TO BE REMOVED

AutoCAD SHX Text(N) SEWER LATERAL FOR 1120 EMPIRE AVENUE

AutoCAD SHX TextNEW O.H. POWER LINE

AutoCAD SHX Text(E) SEWER LATERAL FOR 1120 EMPIRE AVENUE

AutoCAD SHX Text(E) SEWER LATERAL FOR 1121 NORFOLK AVENUE

AutoCAD SHX Text(E) SEWER EASEMENT 18/12/13



AutoCAD SHX TextEXISTING HOME 1120 EMPIRE AVENUE

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AutoCAD SHX Text(N) SEWER LATERAL FOR 1120 EMPIRE AVENUE SEE SEWER LATERAL RE-ROUTING NOTE 1

AutoCAD SHX TextNEW GAS SERVICE LINE

AutoCAD SHX TextELEC



AutoCAD SHX TextGAS


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

AutoCAD SHX TextNEW 2" WATER LINE

AutoCAD SHX Text(N) SEWER EASEMENT

AutoCAD SHX TextTHIS SECTION OF (E) SEWER LATERAL FOR 1120 EMPIRE AVENUE TO BE REMOVED

AutoCAD SHX TextTERMINATE (E) SEWER LATERAL & CONNECT TO (N)

AutoCAD SHX Text(E) SEWER LATERAL FOR 1120 EMPIRE AVENUE

AutoCAD SHX Text(E) WATER LINE

AutoCAD SHX Text(E) GAS LINE

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

AutoCAD SHX Text(N) WATER METER VAULT AND 1 1/2" WATER METER. SEE 524 AND 524S ON A0.4

AutoCAD SHX TextNOTE 2


AutoCAD SHX TextSEWER LATERAL RE-ROUTING NOTES 1- (E) SEWER LATERAL FOR 1120 EMPIRE AVENUE SHALL BE RE-ROUTED TO BE LOCATED WITHIN THE (N) SEWER EASEMENT AT SOUTH SETBACK OF 1121 NORFOLK AVENUE. 2- RE-CONNECT RE-ROUTED LATERAL FOR 1120 EMPIRE AVENUE AND CONNECT (N) LATERAL FOR 1121 NORFOLK TO (E) PVC LATERAL AT BACK OF CURB. 3- MAINTAIN MINIMUM 4' COVER AND MINIMUM 2.0% SLOPE ON NEW OR RE-ROUTED LATERALS. 4- WASTE WATER SERVICE TO 1120 EMPIRE AVENUE MUST BE MAINTAINED AT ALL TIMES. THIS MAY REQUIRE INSTALLATION OF TEMPORARY PIPING TURING EXCAVATION AND CONSTRUCTION OF THE NEW STRUCTURES. 5- ALL SEWER RELATED WORK SHALL MEET SBWRD REQUIREMENTS AND SHALL BE INSPECTED BY SBWRD.





FAMILYROOM

102

BEDROOM107

BEDROOM103

BATH104

HALL106

LAUND.105

GARAGE109

BATH108

ENTRY/ MUD

101

KEYED NOTES

LOW

ER LE

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PLAN

A1.1SHEET NUMBER:

PROJECT NUMBER:

DATE:

SHEE

T DE

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PTIO

N:PR

OJEC

T DE

SCRI

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N:

Jonathan D

eG

ray

A r c h i t e c t

P.O

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tre

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-7

26

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REVISIONS:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

THE

GRAP

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LOWER LEVEL FLOOR PLAN1

GENERAL NOTES

10

AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"

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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 TextRAG RUBBED CONCRETE FINISH

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 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 Text26

AutoCAD SHX TextSTACKED STONE RETAINING WALL - TO MATCH STONE VENEER ON HOME. SEE DETAIL A/A2.0

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AutoCAD SHX TextPANEL STYLE OVERHEAD GARAGE DOOR

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AutoCAD SHX TextCONCRETE FOUNDATION - SEE STRUCTURAL FOR SIZE AND REINFORCING.

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AutoCAD SHX TextSTEEL EGRESS LADDER. PERMANENTLY ATTACH TO CONCRETE FOUNDATION WALL.

AutoCAD SHX Text10

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 Text27


AutoCAD SHX Text1052 SQ. FT LIVING AREA - 467 SQ. FT. GARAGE




AutoCAD SHX Text1- EXT. WALLS TO BE 2X6 FRAMING U.N.O. INT. WALLS TO BE 2X4 FRAMING, U.N.O. FLOOR JOISTS TO BE 9 1/2" TJI U.N.O. ROOF JOISTS TO BE 9 1/2" TJI U.N.O. 2- ALL INSULATION PER REScheck REPORT.

AutoCAD SHX TextNEW 2X FRAMED WALL

AutoCAD SHX TextNEW 8" CONCRETE WALL

DINING201

LIVING208

KITCHEN207

BEDROOM205

BATH206

PANTRY203

HALL202

1/2BATH

204

PATIO

DECK

STUDY209

KEYED NOTES

MAI

N LE

VEL F

LOOR

PLAN

A1.2SHEET 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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

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

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OF J

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F THE

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ALL

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GENERAL NOTES

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11


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AutoCAD SHX Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION


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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 Text36" HIGH RAILING: 2x4 METAL TOP RAIL, 4X4 METAL POST AND 1X2 METAL INTERMEDIATE SUPPORT W/ HORIZONTAL STEEL CABLES @ 3" O.C.

AutoCAD SHX Text13

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

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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

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AutoCAD SHX Text1365 SQ. FT LIVING AREA




SITTING301

MASTERBATH

305

BEDROOM302

BATH303

MASTERBEDROOM

304

MASTERCLOSET

306

KEYED NOTES

UPPE

R LE

VEL F

LOOR

PLAN

A1.3SHEET 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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

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

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SE O

F THE

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SIGN

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TAIN

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TECT

P.C.

ALL

RIG

HTS R

ESER

VED

GENERAL NOTES

UPPER LEVEL FLOOR PLAN1

12

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AutoCAD SHX Text4"



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AutoCAD SHX Text26

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

AutoCAD SHX Text11

AutoCAD SHX Text14

AutoCAD SHX Text19

AutoCAD SHX TextGAS FIREPLACE APPROVED FOR EXTERIOR USE. OPENING FRAMED ON 10" PLATFORM. SIZE PER PLAN.

AutoCAD SHX Text25


AutoCAD SHX Text27


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AutoCAD SHX Text836 SQ. FT LIVING AREA




KEYED NOTES

ROOF

LEVE

L PLA

N

A1.4SHEET 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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

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

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CTIO

N OR

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SE O

F THE

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L AN

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SIGN

CON

TAIN

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N IS

PROH

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ONSE

NT O

F JON

ATHA

N DE

GRAY

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CHIT

ECT

P.C. V

IOLA

TORS

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L BE

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ED T

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LLES

T EX

TENT

OF T

HE L

AWJO

NATH

AN D

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Y - A

RCHI

TECT

P.C.

ALL

RIG

HTS R

ESER

VED

ROOF LEVEL PLAN1

13

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AutoCAD SHX Text6981-3 7/8"







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

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

AutoCAD SHX TextCONTINUOUS RIDGE VENT.

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AutoCAD SHX Text13

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AutoCAD SHX TextSNOW RETENTION BARS - ALPINE SNOW GUARDS PP225 OR EQUAL. INSTALL PER MANUFACTURERS DIRECTIONS @ 2'-6" O.C. SEE C/A0.1

AutoCAD SHX TextARCHITECTURAL GRADE COMPOSITION SHINGLE 50 YEAR PRESIDENTIAL TL (355# PER SQUARE, MIN.) EARTH TONE COLOR - ON ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE UP TO 24" 24" DOWN FROM RIDGE TYP. DOUBLE UNDERLAYMENT REQUIRED AT ROOFS WITH SLOPE 4:12 OR LESS.

AutoCAD SHX Text2

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.


AutoCAD SHX Text3





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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

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

NSEA

ST &

SOUT

H

A2.0EAST ELEVATION1RETAINING WALLA

STACKED STONE

SOUTH ELEVATION2

14

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AutoCAD SHX TextROOF BEARING


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AutoCAD SHX TextBOTT. OF FOOTING

AutoCAD SHX Text@ CRAWLSPACE


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AutoCAD SHX Text8" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.









AutoCAD SHX TextNATURAL GRADE

AutoCAD SHX TextPROPOSED FINAL GRADE

AutoCAD SHX Text27'-0" ABOVE PROPOSED FINAL GRADE

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

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AutoCAD SHX TextPANEL STYLE OVERHEAD GARAGE DOOR

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AutoCAD SHX TextCONCRETE FOUNDATION - SEE STRUCTURAL FOR SIZE AND REINFORCING.

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AutoCAD SHX TextGAS FIREPLACE APPROVED FOR EXTERIOR USE. OPENING FRAMED ON 10" PLATFORM. SIZE PER PLAN.

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

AutoCAD SHX Text24

AutoCAD SHX TextMETAL PANEL SIDING WITH SOLAR REFLECTIVE INDEX VALUE LESS THAN 35. VERTICAL REVEAL @ 12" O.C. ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C. FINISH TO BE DETERMINED

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AutoCAD SHX TextSNOW RETENTION BARS - ALPINE SNOW GUARDS PP225 OR EQUAL. INSTALL PER MANUFACTURERS DIRECTIONS @ 2'-6" O.C. SEE C/A0.1


AutoCAD SHX Text10

AutoCAD SHX TextARCHITECTURAL GRADE COMPOSITION SHINGLE 50 YEAR PRESIDENTIAL TL (355# PER SQUARE, MIN.) EARTH TONE COLOR - ON ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE UP TO 24" 24" DOWN FROM RIDGE TYP. DOUBLE UNDERLAYMENT REQUIRED AT ROOFS WITH SLOPE 4:12 OR LESS.

AutoCAD SHX Text2

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.


AutoCAD SHX Text3




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:

RESI

DENC

E11

21 N

ORFO

LK A

VENU

EPA

RK C

ITY,

UT 8

4060

04/07/20

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

NSW

EST &

NOR

TH

A2.1EAST ELEVATION1

SOUTH ELEVATION2

15

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AutoCAD SHX Text8" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.









AutoCAD SHX TextNATURAL GRADE

AutoCAD SHX TextPROPOSED FINAL GRADE

AutoCAD SHX Text27'-0" ABOVE PROPOSED FINAL GRADE

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

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1121 Norfolk Ave - HDDR Memo Exhibit A: Existing and ... · a2.0 exterior elevations - east & south...

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Transcript of 1121 Norfolk Ave - HDDR Memo Exhibit A: Existing and ... · a2.0 exterior elevations - east & south...