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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.
1
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
2
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
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
COVE
R SH
EET
Aa
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
3
AutoCAD SHX Text3
AutoCAD SHX TextA4.0
AutoCAD SHX TextA
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4
GARAGELIVINGROOM
KITCHEN
BATH
DECK
1/2BATH
BEDROOMBEDROOM
AS B
UILT
FLOO
R PL
ANS,
ROOF
PLAN
& EX
TERI
OR EL
EVAT
IONS
AB1.1
05/02/18
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
AS BUILT - LOWER LEVEL FLOORPLAN1AS BUILT - MAIN LEVEL FLOORPLAN2AS BUILT - UPPER LEVEL FLOORPLAN3AS BUILT - ROOF LEVEL PLAN4
AS BUILT - EAST ELEVATION5AS BUILT - SOUTH ELEVATION6
5
AutoCAD SHX TextUP
AutoCAD SHX TextUP
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ GARAGE
AutoCAD SHX Text6956'-3"
AutoCAD SHX TextREF.
AutoCAD SHX TextCOOKTOP
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextUP
AutoCAD SHX TextDN
AutoCAD SHX TextDN
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6967'-5"
AutoCAD SHX TextRIDGE
AutoCAD SHX TextCURVED RAKE
AutoCAD SHX TextEAVE
AutoCAD SHX TextCURVED RAKE
AutoCAD SHX TextCURVED RAKE
AutoCAD SHX TextEAVE
AutoCAD SHX TextCURVED RAKE
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextCLOSET
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-9"
AutoCAD SHX TextDN
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ GARAGE
AutoCAD SHX Text6956'-3"
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6967'-5"
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-9"
AutoCAD SHX Text1
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text976 SQ. FT.
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text779 SQ. FT.
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text608 SQ. FT.
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text1/8" = 1'-0"
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text1
S 54°01'00" W 75.00'
N 3
5°59
'00"
W
50.0
0'
N 3
5°59
'00"
W
25.0
0'
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
PROP
OSED
SITE
PLAN
A0.1
06/05/18
AERIAL PHOTO OF PROPOSED SITE2
PROPOSED SITE PLAN1
SNOW RETENTION BARSA
SYMBOL LEGEND
6
AutoCAD SHX TextNORFOLK AVE.
AutoCAD SHX TextWATER
AutoCAD SHX TextWATER
AutoCAD SHX TextEXISTING HOME
AutoCAD SHX TextP
AutoCAD SHX TextL
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AutoCAD SHX TextT.O.W.
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AutoCAD SHX TextCONSTRUCTION TOILET W/ 6' HIGH PRIVACY SCREEN
AutoCAD SHX TextCONSTRUCTION MATERIAL STORAGE AREA
AutoCAD SHX TextCONSTRUCTION TRASH CONTAINER
AutoCAD SHX TextT.O.S.
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AutoCAD SHX TextLIGHT WELL
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AutoCAD SHX TextRIDGE
AutoCAD SHX TextRIDGE
AutoCAD SHX TextRIDGE
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AutoCAD SHX TextRAKE
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AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
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AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
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AutoCAD SHX TextRAKE
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AutoCAD SHX Text6991'-1 7/8"
AutoCAD SHX Text6990'-10 3/8"
AutoCAD SHX Text6989'-3 1/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6975'-6 3/8"
AutoCAD SHX Text6981-3 7/8"
AutoCAD SHX TextBELOW
AutoCAD SHX Text6984'-5 1/8"
AutoCAD SHX Text6984'-5 1/8"
AutoCAD SHX Text6986'-9 3/8"
AutoCAD SHX Text6983'-3 1/8"
AutoCAD SHX Text6983'-3 1/8"
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
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AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6976'-2"
AutoCAD SHX TextRIDGE
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
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AutoCAD SHX Text6981'-1 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6989'-4 7/8"
AutoCAD SHX Text6965'-2 5/8"
AutoCAD SHX Text6969'-9 7/8"
AutoCAD SHX TextBELOW
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6979'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6965'-11 1/2"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6969'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextELEC
AutoCAD SHX TextMETER
AutoCAD SHX TextMETER
AutoCAD SHX TextGAS
AutoCAD SHX Text(N) WATER METER VAULT AND 1 1/2" WATER METER. SEE 524 AND 524S ON A0.4
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6963'-9"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6965'-9"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6974'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6970'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-6"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6970'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-6"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6972'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6970'-0"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6956'-0"
AutoCAD SHX Text(E) 3" CHERRYTO REMAIN
AutoCAD SHX Text(E) 5" ASPEN TO REMAINIF 1120 EMPIRE AVENUE SEWER LATERAL ALLOWS
AutoCAD SHX Text(E) CONC. RET. WALL
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6976'-2"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6979'-2"
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6953'-0"
AutoCAD SHX TextSPA
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6965'-11"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX Text10.75% SLOPE
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6954'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6955'-6"
AutoCAD SHX TextNORTH
AutoCAD SHX Text1" = 200'
AutoCAD SHX Text2
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
AutoCAD SHX TextNO SCALE
AutoCAD SHX TextSNOW RETENTION BARS TO BE ALPINE SNOW GUARDS PP225 OR EQUAL. INSTALL PER MANUFACTURERS DIRECTIONS @ 30" O.C.
AutoCAD SHX Text7250
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
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
LIM
ITS O
F DIS
TURB
ANCE
AND
STOR
M W
ATER
POLL
UTIO
NPR
EVEN
TION
PLAN
A0.2
SILT FENCE ACONST. FENCEB
SYMBOL LEGEND
LIMITS OF DISTURBANCE AND STORM WATER POLLUTION PREVENTION PLAN1
7
AutoCAD SHX TextPOST
AutoCAD SHX TextSILT FENCE
AutoCAD SHX TextBACKFILL
AutoCAD SHX TextNATIVE SOIL
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
AutoCAD SHX TextNATIVE SOIL
AutoCAD SHX TextNORFOLK AVE.
AutoCAD SHX TextWATER
AutoCAD SHX TextWATER
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextEXISTING HOME
AutoCAD SHX Text6956
AutoCAD SHX Text6958
AutoCAD SHX Text6960
AutoCAD SHX Text6962
AutoCAD SHX Text6964
AutoCAD SHX Text6966
AutoCAD SHX Text6968
AutoCAD SHX Text6970
AutoCAD SHX Text6972
AutoCAD SHX Text6974
AutoCAD SHX Text6976
AutoCAD SHX Text6976
AutoCAD SHX Text6974
AutoCAD SHX Text6972
AutoCAD SHX Text6966
AutoCAD SHX Text6964
AutoCAD SHX Text6968
AutoCAD SHX Text6970
AutoCAD SHX Text6956
AutoCAD SHX Text6958
AutoCAD SHX Text6960
AutoCAD SHX Text6962
AutoCAD SHX Text6954
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6954'-0"
AutoCAD SHX TextTOP OF SLAB @
AutoCAD SHX TextFRONT OF GARAGE
AutoCAD SHX Text6956-0"
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6953'-0"
AutoCAD SHX Text6954
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX TextA/B
AutoCAD SHX TextA0.2
AutoCAD SHX Text(E) CONC. RET. WALL
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-2"
AutoCAD SHX Text10.75% SLOPE
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6960'-0"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-1 1/2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6955'-6"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6963'-9"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6965'-9"
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6965'-11"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6973'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-4"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6972'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX TextNO SCALE
AutoCAD SHX TextNO SCALE
AutoCAD SHX Text7250
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
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
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
LAND
SCAP
E PLA
N
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
AutoCAD SHX TextNORFOLK AVE.
AutoCAD SHX TextWATER
AutoCAD SHX TextWATER
AutoCAD SHX TextEXISTING HOME
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX Text(E) 5" ASPEN TO REMAINIF 1120 EMPIRE AVENUE SEWER LATERAL ALLOWS
AutoCAD SHX Text(E) 3" CHERRYTO REMAIN
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextJ
AutoCAD SHX TextJ
AutoCAD SHX TextJ
AutoCAD SHX TextJ
AutoCAD SHX TextJ
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextF
AutoCAD SHX TextG
AutoCAD SHX TextH
AutoCAD SHX TextJ
AutoCAD SHX TextK
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
UTIL
ITY
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 TextWATER
AutoCAD SHX TextWATER
AutoCAD SHX TextEXISTING HOME 1120 EMPIRE AVENUE
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
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 TextMETER
AutoCAD SHX TextMETER
AutoCAD SHX TextGAS
AutoCAD SHX TextEXISTING HOME TO BE REMOVED
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 TextEXISTING HOME TO BE REMOVED
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.
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
FAMILYROOM
102
BEDROOM107
BEDROOM103
BATH104
HALL106
LAUND.105
GARAGE109
BATH108
ENTRY/ MUD
101
KEYED NOTES
LOW
ER LE
VEL F
LOOR
PLAN
A1.1SHEET NUMBER:
PROJECT NUMBER:
DATE:
SHEE
T DE
SCRI
PTIO
N:PR
OJEC
T DE
SCRI
PTIO
N:
Jonathan D
eG
ray
A r c h i t e c t
P.O
. B
ox 16
74
, 6
14
M
ain
S
tre
et, S
uite
3
02
, P
ark C
ity, U
ta
h 8
40
60
Te
l. 4
35
-6
49
-7
26
3, E
-m
ail: d
eg
ra
ya
rch
@q
we
sto
ffice
.n
et
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
LOWER LEVEL FLOOR PLAN1
GENERAL NOTES
10
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextUP
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextUP
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ LOWER LEVEL
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ LANDING
AutoCAD SHX Text6961'-6"
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-2"
AutoCAD SHX Text10.75% SLOPE
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.0
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX Text101
AutoCAD SHX Text102
AutoCAD SHX Text112
AutoCAD SHX TextD
AutoCAD SHX TextE
AutoCAD SHX TextD
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6954'-0"
AutoCAD SHX TextT.B.C.
AutoCAD SHX Text6953'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6960'-0"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6963'-9"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6965'-9"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6956'-0"
AutoCAD SHX Text10
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text12
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text16
AutoCAD SHX Text16
AutoCAD SHX Text17
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text18
AutoCAD SHX Text21
AutoCAD SHX Text21
AutoCAD SHX Text21
AutoCAD SHX Text27
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextBENCH
AutoCAD SHX Text26
AutoCAD SHX TextD
AutoCAD SHX TextW
AutoCAD SHX TextDN
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX Text105
AutoCAD SHX TextDRAIN
AutoCAD SHX Text6955'-10"
AutoCAD SHX TextDRAIN
AutoCAD SHX Text6955'-10"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-1 1/2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6956'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6955'-6"
AutoCAD SHX TextBENCH
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextBENCH
AutoCAD SHX TextBENCH
AutoCAD SHX Text4"
AutoCAD SHX Text6"
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX Text103
AutoCAD SHX Text104
AutoCAD SHX Text106
AutoCAD SHX Text107
AutoCAD SHX Text111
AutoCAD SHX Text108
AutoCAD SHX Text109
AutoCAD SHX Text110
AutoCAD SHX Text11
AutoCAD SHX Text11
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
AutoCAD SHX Text11
AutoCAD SHX Text16
AutoCAD SHX Text17
AutoCAD SHX Text18
AutoCAD SHX Text29
AutoCAD SHX Text21
AutoCAD SHX TextPANEL STYLE OVERHEAD GARAGE DOOR
AutoCAD SHX Text12
AutoCAD SHX TextCONCRETE FOUNDATION - SEE STRUCTURAL FOR SIZE AND REINFORCING.
AutoCAD SHX Text15
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 Text1/4" = 1'-0"
AutoCAD SHX Text1052 SQ. FT LIVING AREA - 467 SQ. FT. GARAGE
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
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
GENERAL NOTES
MAIN LEVEL FLOOR PLAN1
11
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.0
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX TextUP
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextUP
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ LANDING
AutoCAD SHX Text6971'-6"
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextLIGHT WELL
AutoCAD SHX TextDN
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextD.W.
AutoCAD SHX TextSINK
AutoCAD SHX TextRANGE
AutoCAD SHX TextFRIDGE
AutoCAD SHX TextSPA
AutoCAD SHX TextBENCH
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6965'-11 1/2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-2"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6966'-0"
AutoCAD SHX TextT.O.S.
AutoCAD SHX Text6965'-11"
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6966'-6"
AutoCAD SHX Text(6966'-4 1/2" PLY)
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6969'-2"
AutoCAD SHX Text202
AutoCAD SHX Text201
AutoCAD SHX Text203
AutoCAD SHX Text205
AutoCAD SHX Text204
AutoCAD SHX Text208
AutoCAD SHX Text207
AutoCAD SHX Text206
AutoCAD SHX TextG
AutoCAD SHX TextF
AutoCAD SHX TextM
AutoCAD SHX TextM
AutoCAD SHX TextN
AutoCAD SHX TextH
AutoCAD SHX TextJ
AutoCAD SHX TextJ
AutoCAD SHX TextL
AutoCAD SHX TextL
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6973'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-4"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6971'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6972'-0"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6969'-0"
AutoCAD SHX Text3
AutoCAD SHX Text10
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX Text14
AutoCAD SHX Text17
AutoCAD SHX Text17
AutoCAD SHX Text17
AutoCAD SHX Text19
AutoCAD SHX Text19
AutoCAD SHX Text19
AutoCAD SHX Text24
AutoCAD SHX Text26
AutoCAD SHX Text27
AutoCAD SHX Text27
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX TextGRILL
AutoCAD SHX Text4"
AutoCAD SHX TextB.O.W.
AutoCAD SHX Text6963'-9"
AutoCAD SHX TextT.O.W.
AutoCAD SHX Text6965'-9"
AutoCAD SHX TextK
AutoCAD SHX Text209
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 Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION
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
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 Text17
AutoCAD SHX Text19
AutoCAD SHX Text29
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.
AutoCAD SHX Text24
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 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 Text3
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
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX Text1365 SQ. FT LIVING AREA
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
. 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
GENERAL NOTES
UPPER LEVEL FLOOR PLAN1
12
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextDN
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextDN
AutoCAD SHX TextTOP OF PLYWOOD
AutoCAD SHX Text@ LANDING
AutoCAD SHX Text6971'-6"
AutoCAD SHX TextBENCH
AutoCAD SHX TextBENCH
AutoCAD SHX TextW/D
AutoCAD SHX Text9R @ 6 5/8" = 5'-0" 8T @ 10 1/2" = 7'-0"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6976'-2"
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.0
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-6"
AutoCAD SHX Text(6976'-4 1/2" PLY)
AutoCAD SHX Text301
AutoCAD SHX TextM
AutoCAD SHX TextM
AutoCAD SHX TextN
AutoCAD SHX TextP
AutoCAD SHX TextQ
AutoCAD SHX TextS
AutoCAD SHX Text308
AutoCAD SHX Text307
AutoCAD SHX Text306
AutoCAD SHX Text309
AutoCAD SHX Text305
AutoCAD SHX Text304
AutoCAD SHX TextR
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX Text3
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text19
AutoCAD SHX Text19
AutoCAD SHX Text25
AutoCAD SHX Text26
AutoCAD SHX Text26
AutoCAD SHX Text27
AutoCAD SHX Text27
AutoCAD SHX TextU
AutoCAD SHX Text11
AutoCAD SHX Text4"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6979'-2"
AutoCAD SHX TextT
AutoCAD SHX Text302
AutoCAD SHX Text303
AutoCAD SHX TextBUILT IN
AutoCAD SHX TextALUMINUM CLAD WOOD WINDOWS AND DOORS W/ INSULATED GLASS - SEE SCHEDULE AND REScheck REPORT.
AutoCAD SHX Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION
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 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 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 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 Text3
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
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX Text836 SQ. FT LIVING AREA
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
. 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
ROOF LEVEL PLAN1
13
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.0
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX Text7:12 7:12
AutoCAD SHX Text7:12 7:12
AutoCAD SHX Text7:12 7:12
AutoCAD SHX Text7:12 7:12
AutoCAD SHX Text7:12 7:12
AutoCAD SHX TextRIDGE
AutoCAD SHX TextRIDGE
AutoCAD SHX TextRIDGE
AutoCAD SHX Text7:12
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextEAVE
AutoCAD SHX TextEAVE
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
AutoCAD SHX TextEAVE
AutoCAD SHX TextEAVE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextEAVE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextEAVE
AutoCAD SHX TextEAVE
AutoCAD SHX TextEAVE
AutoCAD SHX TextEAVE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX Text6991'-1 7/8"
AutoCAD SHX Text6990'-10 3/8"
AutoCAD SHX Text6989'-3 1/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6975'-6 3/8"
AutoCAD SHX Text6981-3 7/8"
AutoCAD SHX TextBELOW
AutoCAD SHX Text6984'-5 1/8"
AutoCAD SHX Text6984'-5 1/8"
AutoCAD SHX Text6986'-9 3/8"
AutoCAD SHX Text6983'-3 1/8"
AutoCAD SHX Text6983'-3 1/8"
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text20
AutoCAD SHX Text2
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextRAKE
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6976'-2"
AutoCAD SHX Text3
AutoCAD SHX Text14
AutoCAD SHX Text25
AutoCAD SHX TextRIDGE
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
AutoCAD SHX TextVALLEY
AutoCAD SHX TextRIDGE
AutoCAD SHX Text3
AutoCAD SHX Text6981'-1 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6976'-3 1/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6984'-5 3/8"
AutoCAD SHX Text6989'-4 7/8"
AutoCAD SHX Text6965'-2 5/8"
AutoCAD SHX Text6969'-9 7/8"
AutoCAD SHX TextBELOW
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX TextSCUPPER
AutoCAD SHX Text6975'-11 1/4"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6979'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6965'-11 1/2"
AutoCAD SHX TextTOP OF RAIL
AutoCAD SHX Text6969'-2"
AutoCAD SHX TextTOP OF DECK
AutoCAD SHX Text6966'-2"
AutoCAD SHX Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION
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.
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text6
AutoCAD SHX Text14
AutoCAD SHX Text20
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 Text5
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 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 Text3
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNORTH
AutoCAD SHX TextPROJECT NORTH
AutoCAD SHX Text35.98°
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
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextEXISTING GARAGE
AutoCAD SHX Text12
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ LOWER LEVEL
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6966'-6"
AutoCAD SHX Text(6966'-4 1/2" PLY)
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-6"
AutoCAD SHX Text(6976'-4 1/2" PLY)
AutoCAD SHX TextROOF BEARING
AutoCAD SHX Text6984'-4 1/2"
AutoCAD SHX Text1
AutoCAD SHX Text3
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text12
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX Text14
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text17
AutoCAD SHX Text17
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX Text30
AutoCAD SHX Text30
AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX Text32
AutoCAD SHX Text2
AutoCAD SHX Text11
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.0
AutoCAD SHX TextBOTT. OF FOOTING
AutoCAD SHX Text@ CRAWLSPACE
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX Text12
AutoCAD SHX Text12
AutoCAD SHX Text12
AutoCAD SHX Text12
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ LOWER LEVEL
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6966'-6"
AutoCAD SHX Text(6966'-4 1/2" PLY)
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-6"
AutoCAD SHX Text(6976'-4 1/2" PLY)
AutoCAD SHX TextROOF BEARING
AutoCAD SHX Text6984'-4 1/2"
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text17
AutoCAD SHX Text17
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text21
AutoCAD SHX Text29
AutoCAD SHX Text29
AutoCAD SHX Text30
AutoCAD SHX Text30
AutoCAD SHX Text31
AutoCAD SHX Text31
AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX TextBOTT. OF FOOTING
AutoCAD SHX Text@ CRAWLSPACE
AutoCAD SHX Text6948'-4"
AutoCAD SHX Text8
AutoCAD SHX Text8" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.
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 Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION
AutoCAD SHX TextMETAL GUTTER & DOWNSPOUT TO DRAIN TO SUBTERRANEAN FOUNDATION DRAIN.
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 Text3/4" X 2" ON 3/4" X 7 1/4" BUILT UP CEDAR FASCIA - STAINED
AutoCAD SHX TextSTACKED STONE RETAINING WALL - TO MATCH STONE VENEER ON HOME. SEE DETAIL A/A2.0
AutoCAD SHX TextCONTINUOUS RIDGE VENT.
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.
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text17
AutoCAD SHX Text29
AutoCAD SHX Text30
AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX Text20
AutoCAD SHX Text21
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 TextPANEL STYLE OVERHEAD GARAGE DOOR
AutoCAD SHX Text12
AutoCAD SHX TextCONCRETE FOUNDATION - SEE STRUCTURAL FOR SIZE AND REINFORCING.
AutoCAD SHX Text15
AutoCAD SHX TextGAS FIREPLACE APPROVED FOR EXTERIOR USE. OPENING FRAMED ON 10" PLATFORM. SIZE PER PLAN.
AutoCAD SHX Text25
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
AutoCAD SHX Text9
AutoCAD SHX Text5
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 TextSTEEL EGRESS LADDER. PERMANENTLY ATTACH TO CONCRETE FOUNDATION WALL.
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 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 Text3
AutoCAD SHX Text1/4" = 1'-0"
AutoCAD SHX TextNO SCALE
AutoCAD SHX Text1/4" = 1'-0"
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
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextAA
AutoCAD SHX TextA3.0
AutoCAD SHX TextBB
AutoCAD SHX TextA3.1
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ LOWER LEVEL
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6966'-6"
AutoCAD SHX Text(6966'-4 1/2" PLY)
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-6"
AutoCAD SHX Text(6976'-4 1/2" PLY)
AutoCAD SHX TextROOF BEARING
AutoCAD SHX Text6984'-4 1/2"
AutoCAD SHX Text1
AutoCAD SHX Text2
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text15
AutoCAD SHX Text17
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text29
AutoCAD SHX Text30
AutoCAD SHX Text30
AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX Text32
AutoCAD SHX TextBOTT. OF FOOTING
AutoCAD SHX Text@ CRAWLSPACE
AutoCAD SHX Text6956'-6"
AutoCAD SHX Text9
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextP
AutoCAD SHX TextL
AutoCAD SHX TextCC
AutoCAD SHX TextA3.1
AutoCAD SHX TextDD
AutoCAD SHX TextA3.1
AutoCAD SHX TextEE
AutoCAD SHX TextA3.1
AutoCAD SHX TextTOP OF SLAB
AutoCAD SHX Text@ LOWER LEVEL
AutoCAD SHX Text6956'-6"
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ MAIN LEVEL
AutoCAD SHX Text6966'-6"
AutoCAD SHX Text(6966'-4 1/2" PLY)
AutoCAD SHX TextTOP OF GYPCRETE
AutoCAD SHX Text@ UPPER LEVEL
AutoCAD SHX Text6976'-6"
AutoCAD SHX Text(6976'-4 1/2" PLY)
AutoCAD SHX TextROOF BEARING
AutoCAD SHX Text6984'-4 1/2"
AutoCAD SHX Text1
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text6
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text7
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text9
AutoCAD SHX Text10
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text14
AutoCAD SHX Text15
AutoCAD SHX Text15
AutoCAD SHX Text17
AutoCAD SHX Text17
AutoCAD SHX Text20
AutoCAD SHX Text20
AutoCAD SHX Text21
AutoCAD SHX Text24
AutoCAD SHX Text25
AutoCAD SHX Text29
AutoCAD SHX Text30
AutoCAD SHX Text30
AutoCAD SHX Text31
AutoCAD SHX Text31
AutoCAD SHX Text32
AutoCAD SHX Text32
AutoCAD SHX Text3
AutoCAD SHX TextBOTT. OF FOOTING
AutoCAD SHX Text@ CRAWLSPACE
AutoCAD SHX Text6956'-6"
AutoCAD SHX Text9
AutoCAD SHX Text8" HORIZONTAL CEDAR LAP SIDING ON TYVEK HOMEWRAP ON 1/2" EXT. SHEATHING ON 2x6 STUDS @ 16" O.C.
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 Text36" HIGH PARAPET RAIL W/ SIDING PER ELEVATION
AutoCAD SHX TextMETAL GUTTER & DOWNSPOUT TO DRAIN TO SUBTERRANEAN FOUNDATION DRAIN.
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 Text3/4" X 2" ON 3/4" X 7 1/4" BUILT UP CEDAR FASCIA - STAINED
AutoCAD SHX TextSTACKED STONE RETAINING WALL - TO MATCH STONE VENEER ON HOME. SEE DETAIL A/A2.0
AutoCAD SHX TextCONTINUOUS RIDGE VENT.
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.
AutoCAD SHX Text1
AutoCAD SHX Text4
AutoCAD SHX Text6
AutoCAD SHX Text7
AutoCAD SHX Text8
AutoCAD SHX Text11
AutoCAD SHX Text14
AutoCAD SHX Text17
AutoCAD S