78 Prospect Ave., HDDR App., Full Set, 2-14-2278 PROSPECT AVENUE, PARK CITY, UTAH 84060
GOFF RESIDENCE
ABBREVIATIONS
COL. COLUMN I.D.
FLOOR DRAIN
EXTERIOR
ELEVATIONELECTRIC/ELECTRICALEXPANSION JOINT
EXHAUST FAN
DRAWING
DIMENSIONDIAMETERDRINKING FOUNTAIN/DOUGLAS FIRCONTINUOUSCONTRACTORCONSTRUCTIONCONCRETECOMPACTED/COMPOSITE
ELEC.ELEV.
EXIST. (E)EXT.
F.D.
EQ.
E.F.
E.J.
EXISTING
EQUAL
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.G
F.R.FLR.FIN.FND
INSIDE DIAMETER STANDARDSTD.
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 CENTER
OVERFLOW DRAINOPENINGPLYWOOD
W.
MOISTURE RESISTANT
NOT IN CONTRACTNOT TO SCALE
MANUFACTURERMAXIMUMMECHANICALMINIMUM
INTERIORIRRIGATIONINSULATIONJAMBJOINT
VERTICAL
WATERPROOFWATER RESISTANT
WELDED WIRE FABRICWOVEN WIRE MESH
WITH
WATERWOOD
UNLESS NOTED OTHERWISE
STRUCTURAL
TOP AND BOTTOMTONGUE AND GROOVETOP OFTOP OF FOOTINGTOP OF WALL
STEEL TUBE COLUMNTYPICAL
SYSTEM
STEEL
SPEC.SIM.SHT.SCHED.S.C.S & RR.O.RM.REV.REQ'D.REINF.RAD.R.S.REG.R.D.
FOOTING
GYPSUM WALL BOARD
HOSE BIBBGLU-LAM BEAM
HOLLOW METALHORIZONTAL
HEAD
GALVANIZED IRON
GALVANIZEDGAUGE
GRADE
GAS
FOUNDATION
FIRE RATED
FINISHFLOOR RADIUS
SCHEDULE
REINFORCINGREQUIREDREVISED
ROUGH OPENINGSHELF AND RODSOLID CORE
SPECIFICATION
SHEETSIMILAR
ROOM
ROOF DRAINREGULARROUGH-SAWN
LEGEND
E.I.F.S. EXT. INSUL. FINISH SYSTEM
NEW(N)V.T.R. VENT THRU ROOF
GENERAL NOTES
OFFICE ROOM NAME
EARTH
RIGID INSULATION
CONCRETE MASONRY UNIT
STEEL (LARGE SCALE)
CONCRETE
BLOCKING
GRAVEL
ALUMINUM (LARGE SCALE)
BITUMINOUS PAVING
PLASTER, SAND, GROUT, MORTAR
BATT OR BLOWN INSULATION
STEEL (SMALL SCALE)
FINISHED WOOD
ROUGH WOOD
GYPSUM BOARD
PLYWOOD
INTERIOR WALL ELEV.D
A
B
C
REVISION
SECTION CUT, DETAIL
KEYED NOTES
DOOR NUMBER
WINDOW TYPE
BUILDING SECTION
X
3
X
FLOOR, POINT ELEV.
ROOM NUMBER
CHANNEL
ANGLE
CENTER LINE
ROUND, DIA.
DETAILXX
103
CL
BRICK & STONE
WALL TYPEA
INDEX TO DRAWINGS
SHEET ##SHEET DESCRIPTION
Aa1 COVER SHEET
2
3
4
5
CONSULTANTS
CODE ANALYSIS
SURVEY
ARCHITECTURAL
E.T.EXPANSION TANK W.H. WATER HEATER
PR.PAIR
W.S. WATER SOFTNER
XX
X
X
X
X
X
BOARDB.D.
6
7
APPLICABLE CODES
2015 IRC 2018 IBC
2018 IPC 2018 IMC
2017 NEC 2018 IFGC
2018 IECC 2018 IFC
OCCUPANCY: R2
CONSTRUCTION TYPE: VB
BUILDING TO BE FIRE SPRINKLED: CONTRACTOR
TO PROVIDE APPROVALS PRIOR TO
INSTALLATION.
A2.1 EAST AND SOUTH ELEVATIONS
8
9
11
12
13
A0.1 ARCHITECTURAL SITE PLAN
10
14
15
A1.1
A6.1 DOOR, WINDOW AND ROOM SCHEDULES
A1.2
LOWER LEVEL PLAN AND MAIN LEVEL PLAN
UPPER LEVEL PLAN, LOW ROOF PLAN AND HIGH ROOF PLAN
A2.2 WEST AND NORTH ELEVATIONS
A3.1 BUILDING SECTIONS
1. THIS DESIGN IS AN ORIGINAL UNPUBLISHED WORK AND MAY NOT
BE DUPLICATED, PUBLISHED AND/OR USED WITHOUT THE WRITTEN
CONSENT OF THE ARCHITECT/ENGINEER.
2. THESE SHEETS - LISTED BY DRAWING INDEX , ALL
ACCOMPANYING SPECIFICATIONS FOR MATERIALS, WORKMANSHIP
QUALITY, AND NOTES HAVE BEEN PREPARED SOLELY FOR THE
CONSTRUCTION AND FINISH OF PROJECT IMPROVEMENTS,
COMPLETE AND READY FOR OCCUPANCY AND USE.
3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH
PERTINENT JURISDICTIONAL CODES, RESTRICTIONS, COVENANTS,
AND/OR ORDINANCES. ANY CONFLICT BETWEEN DESIGN AND
REQUIREMENT SHALL BE REPORTED TO THE ARCHITECT/ENGINEER
BEFORE PROCEEDING.
4. ANY AND ALL PROPOSED CHANGE, MODIFICATIONS AND/OR
SUBSTITUTION SHALL BE REPORTED TO THE ARCHITECT/ENGINEER
BEFORE PROCEEDING.
5. IN THE EVENT OF CONFLICT BETWEEN THE DESIGN DOCUMENTS
AND/OR JURISDICTIONAL REQUIREMENTS, THE MORE RESTRICTIVE
FROM THE STANDPOINT OF SAFETY AND PHYSICAL SECURITY SHALL
APPLY.
6. ANY INSTALLATION, FINISH, OR COMPONENT INTENDED TO
PROVIDE ENCLOSURE, WEATHER ABILITY OR APPEARANCE QUALITY
SHALL BE PRODUCED AS A REPRESENTATIVE SAMPLE PRIOR TO
PROCEEDING WITH COMPLETION. WORK PERFORMED WITHOUT
WRITTEN APPROVAL OF SUCH SAMPLE BY THE
ARCHITECT/ENGINEER SHALL BE DONE AT THE RISK OF THE
CONTRACTOR. A MINIMUM OF TWO (2) WORKING DAYS NOTICE
SHALL BE GIVEN.
8. BUILDING DESIGN IS GENERALLY PREDICATED UPON PROVISIONS
OF THE 2015 IRC AND AMENDMENTS AS MAY HAVE BEEN LOCALLY
ENACTED. ALL REQUIREMENTS OF THE JURISDICTIONAL FIRE
SAFETY/PREVENTION DISTRICT SHALL BE ACCOMMODATED BY THIS
DESIGN AND ANY CONSEQUENT CONSTRUCTION.
9. ALL 2/5 lb. GAS PIPE SYSTEM METER SETS REQUIRES PRIOR
APPROVAL FROM QUESTAR GAS COMPANY. PROVIDE A LETTER
FROM QUESTAR APPROVING SYSTEM.
10. ALL FIELD WELDING OR TORCH WORK, WILL REQUIRE A
SEPARATE "HOT WORK" PERMIT PRIOR TO BEGINNING WORK. IFC
105.6.11.
11. TOWER CRANES REQUIRE A SEPARATE PERMIT. CONTACT
BUILDING DEPARTMENT FOR REQUIREMENTS.
12. EXCAVATION NOT TO EXCEED 2:1 SLOPE WITH OUT A SOILS
REPORT.
13. BUILDING SHALL COMPLY WITH THE PROVISIONS IN THE (WUI)
WILDLAND - URBAN INTERFACE CODE AS ADOPTED BY THE STATE
OF UTAH AND AMENDED BY PARK CITY PER LMC 11-21.
7. ALL WORK SHALL BE INSPECTED BY GOVERNING AGENCIES IN
ACCORDANCE WITH THEIR REQUIREMENTS. JURISDICTIONAL
APPROVAL SHALL BE SECURED BEFORE PROCEEDING WITH WORK.
A3.2 BUILDING SECTIONS
AREA CALCULATIONS
LOWER LEVEL AREA: 1209 SQ/FT
MAIN LEVEL AREA: 941 SQ/FT
UPPER LEVEL AREA: 907 SQ/FT
TOTAL LIVING AREA: 3057 SQ/FT
GARAGE AREA: 247 SQ/FT
DECK AREA: 305 SQ/FT
PATIO AREA: 458 SQ/FT
ENTRY PORCH AREA: 54 SQ/FT
ALLOWABLE FOOTPRINT: 1235 SQ/FT
PROPOSED FOOTPRINT: 1231 SQ/FT
LOT AREA: 2908.4 S/F
DISTURB AREA: 1225 SQ/FT
AI-01 3D MODEL - BIRDSEYE IMAGES
AI-02 3D MODEL - GROUND VIEW IMAGES
A0.2 LANDSCAPE PLAN
BOUNDARY SURVEY / TOPO1 of 1
PLAT AMENDMENT1 of 1
HISTORIC DISTRICT DESIGN REVIEW
AI-03 STREETSCAPE
AaCOVER SHEETREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
WANGEMANNMICHAEL L.No. 6431156______________________________Michael L. Wangemann, PLSDate of Plat or Map: December 17, 2015PLS# 6431156-2201I, MICHAEL L. WANGEMANN, SYRACUSE, UTAH, DO HEREBY CERTIFY THAT I AM A LICENSED LAND SURVEYORAND THAT I HOLD LICENSE NO. 6431156 AS PRESCRIBED BY THE LAWS OF THE STATE OF UTAH AND THAT I HAVEMADE A SURVEY OF THE BOUNDARIES OF THE FOLLOWING DESCRIBED PROPERTY:(SEE BELOW)I FURTHER CERTIFY THAT THIS PLAT CORRECTLY SHOWS THE TRUE DIMENSIONS OF THE BOUNDARIES SURVEYEDAND OF THE VISIBLE IMPROVEMENTS EFFECTING THE BOUNDARIES AND THEIR POSITION IN RELATIONSHIP TOSAID BOUNDARIES; THAT NONE OF THE VISIBLE IMPROVEMENTS ON THE ABOVE DESCRIBED PROPERTYENCROACH UPON ADJOINING PROPERTIES; AND THAT NO VISIBLE IMPROVEMENTS, FENCES OR EAVES OFADJOINING PROPERTIES ENCROACH UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN.I ALSO FURTHER CERTIFY THAT THIS PLAT DOES NOT PURPORT TO DISCLOSE OVERLAPS, GAPS, OR BOUNDARYLINE DISPUTES OF THE PROPERTY SURVEYED WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY OF THEADJOINING PROPERTIES, NOR DOES IT PURPORT TO DISCLOSE OWNERSHIP OF OR CLAIMS OF EASEMENTS ORENCUMBRANCES UPON THE PROPERTY SURVEYED.LEGAL DESCRIPTION as contained in that certain warranty deed entry no. 969111:LOT 12, BLOCK 18, PARK CITY SURVEY, ACCORDING TO THE OFFICIAL PLAT THEREOF ON FILE AND OF RECORDIN THE SUMMIT COUNTY RECORDER'S OFFICE.ALSO THAT CERTAIN ONE STORY FRAME DWELLING HOUSE SITUATED ON ONTARIO RIDGE IN PARK CITY,COUNTY OF SUMMIT, STATE OF UTAH, AND BEING DESIGNATED AND DESCRIBED AS NO. 86 ONTARIO RIDGE(ALSO KNOWN AS NO. 86 PROSPECT STREET), BEING THE HOUSE JUST SOUTH OF THAT RESIDENCE FORMERLYOWNED BY THOMAS WHITE AND HOUSE NORTH OF PREMISES FORMERLY OWNED BY MRS. DUNCANCRAWFORD. THE SAID PREMISES HAVING BEEN CONVEYED TO WAYNE E.PRATT AND GWEN D. PRATT, HIS WIFE,ON THE 18TH DAY OF OCTOBER, 1960, MURRI HAIR AND PHYLLIS Y. HAIR, HIS WIFE, TO WHOM THE PROPERTYHAD BEEN CONVEYED BY DELLES JENSEN AND JENNIE JENSEN, HIS WIFE, ON THE 16TH DAY OF AUGUST, A.D.1946.ALSO DESCRIBED AS BEGINNING WEST 355.35 FEET AND SOUTH 13°59' WEST 303.90 FEET FROM THE NORTHEASTCORNER OF SECTION 21, TOWNSHIP 2 SOUTH, RANGE 4 EAST, SALT LAKE BASE AND MERIDIAN SAID PART ALSoBEING THE SOUTHEAST CORNER OF LOT 12, BLOCK 18 PARK CITY SURVEY, RUNNING WHENCE WEST 80.11 FEET,SOUTH 13°59' WEST 75 FEET; EAST 80.11 FEET; NORTH 13°59' EAST 75 FEET TO BEGINNING.ALSO ACCESS FROM THE EASTERLY PROPERTY LINE TO PROSPECT AVENUE.1. ALL COURSES SHOWN IN PARENTHESIS ARE RECORD INFORMATION TAKEN FROM DEED DESCRIPTION OR OFFICIAL MAPSOR PLATS OF RECORD. ALL OTHER COURSES ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS.2. ALL PROPERTY CORNERS ARE SET WITH 5/8" REBAR AND PLASTIC CAP STAMPED "UTAH LAND SURVEYING" OR OTHERPERMANENT MARKERS OR AS OTHER WISE STATED.THE BASIS OF BEARING FOR THIS SURVEY WAS ESTABLISHED USING FOUND rebar & capLOCATED AT THE northwest corner of lot 12 and the southwest corner of gregbalch property AS SHOWN ON THIS SURVEY PLAT.DRAWN:CHECKED:SCALE:DATE:UTILITY NOTE:THE UTILITY INFORMATION SHOWN ON THIS PLAT IS BASED ON ABOVE GROUND EXISTINGSTRUCTURES AS OBSERVED AND LOCATED BY THE SURVEYOR IN THE FIELD AS WELL ASINFORMATION PROVIDED TO THE SURVEYOR. NO FURTHER INVESTIGATION OF EXISTINGUTILITIES WERE PERFORMED FOR THIS SURVEY, THEREFORE THE SURVEYOR IS NOT RESPONSIBLEFOR THE REPRESENTATION OR OMISSION OR SUCH INFORMATION ON THIS PLAT. CONTACTBLUE STAKES BEFORE ANY DIGGING, EXCAVATION OR CONSTRUCTION IS TO TAKE PLACE.SHEETOFJOB NUMBERSURVEYOR'S CERTIFICATEDESCRIPTION DATEREVLEGAL DESCRIPTION12345MLWMLWLEGENDBASIS OF BEARINGSGENERAL NOTESlocationSHEET TITLEPREPARED FORBOUNDARY SURVEY1 1SLB&M1003-15GREG BALCH86 PROSPECT AVEPARK CITY, UT12/17/20151" = 10'ULSWESN
Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netPROJECT DESCRIPTION:SHEET DESCRIPTION:REVISIONS:
DATE:
PROJECT NUMBER:
SHEET NUMBER:78 PROSPECTOR AVENUEPARK CITY, UTAH 84060THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY - ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVEDBIRDSEYE IMAGES78 PROSPECT-
AI-01
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NW SW
Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netPROJECT DESCRIPTION:SHEET DESCRIPTION:REVISIONS:
DATE:
PROJECT NUMBER:
SHEET NUMBER:78 PROSPECTOR AVENUEPARK CITY, UTAH 84060THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY - ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVEDGROUND VIEW IMAGES78 PROSPECT-
AI-02
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Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netPROJECT DESCRIPTION:SHEET DESCRIPTION:REVISIONS:
DATE:
PROJECT NUMBER:
SHEET NUMBER:78 PROSPECTOR AVENUEPARK CITY, UTAH 84060THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY - ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVEDSTREETSCAPE78 PROSPECT-
AI-03
-
EXISTING STREETSCAPE
PROPOSED STREETSCAPE
GRADING NOTES
1. DRAINAGE TO COMPLY WITH IRC CHAPTER 4
2. MAXIMUM ALTERED SLOPES AT 2:1.
3. MINIMUM SLOPE FOR DRAINAGE = 2%.
4. DRAIN AWAY FROM BUILDING.
5. CONTAIN DRAINAGE ON PROPERTY.
6. BOULDER RETAINING WALLS NOT TO
EXCEED 4'-0" EXPOSED HEIGHT.
7. EXCAVATION NOT TO EXCEED 2:1 SLOPE
WITH OUT A SOILS REPORT.
UTILITY NOTES
1. ALL UTILITY LINES TO BE UNDERGROUND.
2. ABOVE GRADE UTILITY BOX TO BE IN
SCREENED LOCATION.
STABILIZATION CONSTRUCTION ENTRANCE
FOR A MINIMUM OF 50' FROM ROADWAY, A
FILTER FABRIC SHALL BE INSTALLED OVER A
COMPACTED SUBGRADE. A 6" LAYER OF 1"-2"
AGGREGATE SHALL BE PLACED OVER THIS
MEMBRANE. DAILY INSPECTION FOR
SEDIMENT BUILD UP AND/OR LOSS OF GRAVEL
WILL BE ENFORCED, AND REMEDIED AT ONCE.
SNOW REMOVAL
SNOW PLOWED FROM DRIVE SHALL NOT BE
PUSHED ONTO THE STREET.
SITE PLAN NOTES:
1. ALL SURFACE WATER SHALL DRAIN AWAY
FROM THE HOUSE AT ALL POINTS. DIRECT THE
DRAINAGE WATER TO THE STREET OR AN
APPROVED DRAINAGE COURSE BUT NOT ONTO
THE NEIGHBORING PROPERTIES. THE GRADE
SHALL FALL A MINIMUM OF 6" WITHIN THE
FIRST 10 FEET. -IRC R401.3
GENERAL NOTES
GRAPHIC SCALE
5'10'0
LEGEND
LOD FENCE
SURFACE DRAINAGE FLOW
EXISTING CONTOUR LINE
NEW CONTOUR LINE
ELECTRICAL LINE
SEWER LINE
GAS LINE
PROPERTY LINE
WATER LINE
NOTE:
1. SWPPP SIGN AND SWPPP DOCUMENT MUST BE
ON SITE DURING CONSTRUCTION.
2. DOWNSTREAM SEDIMENT TRAPS NEED TO
EXTEND UP BOTH SIDES FAR ENOUGH TO
PREVENT OFFSITE DESPOSITION. FIELD VERIFY.
WATER METER
WATER VALVE
GAS METER
ELECTRIC METER BOX
SEWER MANHOLE LID
WATER VALVE
POWER POLE
GAS
M
TELECOM BOX
FIRE HYDRANT
ELECTRICAL BOX
DATUM ELEVATION
FOUND REBAR & CAP
STAMPED "ALLIANCE ENGR"
BENCHMARK=7225.00
NORTHSCALE: 1/4" = 1'-0"
ARCHITECTURAL SITE PLANPROSPECT AVENUEW
T.O. RIDGE
ELEV: 7271'-9 1/2"
7225
7240 7245
7225 7230 7235 7240 7245
7250
7230 72507235
High Flat Roof
Low Flat Roof 7/12
7/127/12
7/127/12
7/12
T.O. ROOF
ELEV: 7266'-3 3/4"
T.O. ROOF
ELEV: 7265'-3 3/4"
7/12
7/12
56'-6 1/2"
Heated Deck
7/12
Shed Roof
7/12
Shed Roof
36'-4"
32'-4"
Heated Deck
Heated Patio
Heated Patio
46'-1"
Entry Porch
51'-4"
Dn
46'-0"48'-5"
46'-8"
Heated Driveway
Walkway
50'-2"
13'-0" S.B.
12'-0" S.B.
21'-9 1/2"
12'-8 1/16"3'-10 1/8"3'-0" S.B.3'-0" S.B.Dn
46'-6 1/2"
6' HIGH LOD FENCE.
6' HIGH LOD FENCE.
6' HIGH LOD
FENCE.
GAS
GLGLGLGLGLGLGLGL GL
M
ELEL ELEL ELEL ELEL EL
WL WL WL WL WL WL WL WL
SL SL SL SL SL SL SL SL
CONTRACTOR TO FIELD
VERIFY GAS LINE, SEWER
LINE AND WATER LINE
LOCATION AND DEPTH.
CONTRACTOR TO FIELD
VERIFY GAS LINE, SEWER
LINE AND WATER LINE
LOCATION AND DEPTH.Edge of AsphaltCurb & GutterA0.1ARCHITECTURAL SITE PLANREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
PLANTING NOTES
1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF
EXCAVATION OR PLANTING OPERATIONS. ANY DAMAGE TO EXISTING UTILITIES
ON SITE OR ADJACENT PROPERTY SHALL BE CONTRACTORS RESPONSIBILITY.
2. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION
OF NURSERYMAN'S STANDARD SPECIFICATIONS.
3. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DRAWINGS, DETAILS, AND
SPECIFICATIONS.
4. CONTRACTOR SHALL VERIFY ALL QUANTITIES. IN CASE OF A DISCREPANCY, THE
ILLUSTRATED LOCATIONS SHALL DICTATE COUNT.
5. CONTRACTOR SHALL COORDINATE ALL PLANTING WITH IRRIGATION
CONTRACTOR, AS NEEDED.
6. IN THE EVENT OF A DISCREPANCY NOTIFY THE ARCHITECT OR OWNER
IMMEDIATELY.
7. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE
ARCHITECT OR OWNER.
8. SHRUB BEDS SHALL RECEIVE 6" OF TOPSOIL.
9. ALL SHRUB BEDS SHALL HAVE 3" OF DECOMPOSED BARK MULCH INSTALLED.
10. SHRUB BED EDGING SHALL BE PRESSURE TREATED WOOD OR "TREX" EDGING.
IT SHALL SEPARATE ALL SHRUB BEDS/ NATIVE GRASS LOCATIONS.
11. ALL PLANTS AND ALL PLANT STAKES SHALL BE SET PLUMB.
12. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE
REMOVED AT TIME OF OF PLANTING AND PROPERLY DISCARDED.
13. NO BARE ROOT STOCK SHALL BE USED.
NOTE:
THE LANDSCAPING SHALL HAVE AN IRRIGATION SYSTEM WITH
A WATERSENSE LABELED SMART IRRIGATION CONTROLLER.
PER LMC 15-5-5 (N).
NATIVE GRASS SEED MIX
The 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 coverage reaches 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.
BUILDING SHALL COMPLY WITH THE PROVISIONS IN THE (WUI) WILDLAND - URBAN INTERFACE CODE AS ADOPTED BY THE STATE OF UTAH AND
AMENDED BY PARK CITY PER LMC 11-21.
1. Section 603.5, is added and shall read as follows:
603.5 Home Ignition Zone.
603.5.1 Purpose. All structures must meet the following wildfire preparation requirements in regards to vegetation:
603.5.2 Ignition Zones. Areas around the structure shall be classified as Immediate (0-5 feet from the structure), Intermediate (5 to 30 fee from the structure), and Extended (30
to 100* feet from the structure).
603.5.2.1 Immediate Ignition Zone. The immediate Ignition Zone shall extend from zero (0) to five(5) feet from the structure, any overhang, or deck attached to the structure
and shall meet the following requirements:
1. All dead and dying vegetation must be removed from within five (5) feet of the structure.
2. All vegetation must be on the approved list (Refer to Municipal Code Section 14-1-5).
3. All trees must be trimmed so as to be no closer than 10 feet from an active wood burning chimney. Distance from natural gas direct vent shall follow manufacturer
recommendations.
603.5.2.2 Intermediate Ignition Zone. The Intermediate Ignition Zone shall extend from the edge of the Immediate Ignition Zone to a distance not to exceed 30 feet, which may
include an area outside the established LOD and shall meet the following requirements:
1. All vegetation in this zone must be on the approved list. See Municipal Code Section 14-1-5 (Also see 2006 Utah Wildland Urban Interface Code Appendix B).
2. All dead and dying vegetation shall be removed.
3. Grasses must be kept to a maximum of 4 inches in height above ground.
4. Vegetation under trees shall be removed so as to preclude the laddering effect of a ground fire from spreading into the tree crown.
5. Trees taller than 10 feet and less than 15 feet must have all branches removed from within four (4) feet of the ground as measured from the highest point of the
ground below the canopy of the tree.
6. Trees greater than 15 feet must have all branches removed from within six (6) feet of the ground as measured from the highest point of the ground below the canopy
of the tree.
7. Trees and shrubs must be clustered with the canopies of the clusters being no closer than 18 feet to the next closest cluster.
8. No single tree cluster shall exceed five (5) trees or cover more than 15% of the Intermediate Ignition Zone, whichever is lesser.
Exception: Structures meeting all of the requirements labeled in sub-section C items 1 through 4 and at least 3 of the items labeled 5 through 9 listed in Section
603.4.3 are not required to meet items 5 through 8 above. Notwithstanding any exception, all landscaping in the Intermediate Ignition Zone must be such that a
ground fire is not likely to spread into the tree canopy.
603.5.2.3 Extended Ignition Zone. The Extended Ignition Zone shall extend from the edge of the Intermediate Ignition Zone to a distance not to exceed 100 feet, which may
include an area outside of the established LOD, and shall meet the following requirements:
1. All dead and dying vegetation shall be removed.
2. Small conifers growing between trees may be removed in the context of clumping, clustering, and thinning, in accordance with Section 603.4
3. Trees greater than 15 feet must have all branches removed from within six (6) feet of the ground as measured from the highest point of the ground below the canopy
of the tree.
4. Trees and shrubs must be clustered with the canopies of the clusters being no closer than 12 feet to the next closest cluster.
5. No single tree cluster shall exceed 5 trees or cover more than 25% of the Intermediate Ignition Zone, whichever is lesser.
6. Exception Structures meeting all of the items listed in Section 603.4 are not required to meet items 3 through 5 above. Notwithstanding any exception, all
landscaping in the Extended Ignition Zone must be such that a ground fire is not likely to spread into the tree canopy.
B
C D C CD D
C D C CD D
G
E F
H
H
NORTHSCALE: 1/4" = 1'-0"
LANDSCAPE PLAN PROSPECT AVENUEW
36'-4"
spa tub
32'-4"
Heated Patio
36'-4"
Heated Patio
Heated Patio
46'-1"
Entry Porch
51'-4"
Dn
46'-0"48'-5"
46'-8"
Heated Driveway
Walkway
50'-2"
Dn
COMMENTSSIZE SPACINGSYMBOLSCIENTIFIC NAME
PLANT SCHEDULE
KEY
Red twig dogwood Cornus sericea "baileyi"
QUANITY COMMON NAME
DECIDUOUS TREES
Spacing as noted on plan
Rocky Mtn. Maple Acer Glabrum 3" Dia. 3'-8'
SHRUBS
5 Gal.
Spacing as noted on plan5 Gal.
Mountain Lover Pachistima Myrsinites
GROUND COVER and HYDROSEEDING
4" Pots 12"-18"Distribute Equally
Creeping Mahonia Mahonia Repens 1 Gal. 12"-18"Distribute Equally
Wood Chips Small 3" Thick Layer
Native Grass Seed Mix Hydroseed1 lb/1500 See seed mix below
A
B
4
C
D
E
10
9
H
40
638 S/F
587 S/F
F
40
Red Chokeberry Aronia arbutifolia
Aspen 3" Dia. 6'-10'Populus tremuloides2
G
A
A
A
A
B
G
E F
G
E F
H
H
H
H G
E F
C
C
C
C
D
D
D
A0.2LANDSCAPE PLANREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
NORTHSCALE: 1/4" = 1'-0"
LOWER LEVEL PLAN
2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
DASHED LINES INDICATES WALL/BEAM ABOVE.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
1 1/2" GYPCRETE W/ HYDRAUNIC HEATING ON
3/4" PLYWOOD ON FLOOR JOIST - SEE
STRUCTURAL FOR SIZE AND SPACING.
5
4 SNOW RETENTION BARS; S-5 X-GARD 2.0 OR
EQUAL. AND BYLIN SNOWMELT SYSTEM AT
ALL EAVES AND VALLEYS - TYP.
GUTTERS AND DOWNSPOUTS TO TIE INTO
EXISTING FRENCH DRAIN.
4" REINFORCED CONCRETE SLAB W/
HYDRAUNIC HEATING ON 2" RIGID INSULATION
(CONTINUOUS) ON 6 MIL POLYETHYLENE
VAPOR RETARDER (JOINTS TO LAP 6" MIN.) ON
4" GRAVEL BASE CLEANED/GRADED.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
HEATILATOR "CRAVE 4836-C" DIRECT VENT
FIREPLACE. FRAME ON 10" PLATFORM. SEALED
GAS APPLIANCE APPROVED FOR SLEEPING
AREAS. ANSI Z21.88-2019.
SET BACK LINE.
PROPERTY LINE.
TUBS AND SHOWERS WITH TILED WALLS
REQUIRE A PORTLAND CEMENT APPLICATION,
FIBER-CEMENT OR GLASS MAT GYP. BACKER.
5/8" TYPE "X" ON GARAGE CEILING AND WALL
SEPARATING THE GARAGE AND LIVING SPACE.
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDER-STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.
CONCRETE RETAINING WALL W/ STONE
VENEER.
KEY NOTES
1
6
7
8
11
12
13
18
15
14
17
20
21
22
23
24
19
GENERAL NOTES
NEW 2x FRAMED WALL
NEW CONCRETE WALL
Up
103
101
102
Bath
103
linenbenchbuilt-in
105
108
A
109
Bath
109
linenbench114
built-in
110
113
112
LOWER LEVEL
ELEV: 7236'-8"
41'-8"
Wet Bar
104
106
Bedroom
110Bedroom
102
wh
boiler
et
Mech
108
drywash
Laundry
107
Family Room
101
Hall
105
104
111
shower
shower
107
36'-4"
spa tub
32'-4"
Dn
Heated Patio
36'-4"NORTHSCALE: 1/4" = 1'-0"
MAIN LEVEL PLAN
Dn PROSPECT AVENUE21'-9 1/2"
MAIN LEVEL
ELEV: 7246'-8"
51'-8"
8'-8 3/4"
Living Room
206
48'-10"
48'-10"29'-6"29'-6"20'-6"9'-0"4'-0"17'-4"16'-6 1/2"10'-11 1/2"
21'-4"17'-0"10'-6"15'-8"12'-4"1'-6"4'-5"12'-6"4'-5"8'-3 1/4"7'-4 1/2"4'-11 1/2"4'-5 1/2"6'-9"4'-5 1/2"3'-10 1/8"3'-0" S.B.3'-10 1/8"3'-0" S.B.12'-8 1/16"18'-6 7/16"
9'-4 1/2"
48" fireplace
Up
Dining
207
5'-4"
2'-8"
5'-4 1/2"
2'-8 1/2"
5'-10"5'-5 1/2"5'-6"
201 46'-1"12'-0"8'-6"4'-5"4'-1"6'-0"6'-0"G
K
I I
II
J G
B
B
E
203
206
205
5'-0"5'-6"
2'-6"12'-4"2'-6"4'-3 1/4"4'-8 3/4"1'-4 3/4"2'-10 1/2"1'-10 1/4"2'-10 1/2"Mud Room
202
Powder
204
Garage
201
Kitchen
205
Entry
203
202
204
dbl oven
range
refridg built-in
storage
built-in
storage
bench2'-8"2'-8"3'-9 1/4"3'-9 1/4"5'-0"3'-2"46'-6 1/2"
Heated Deck
gas grill
Entry Porch
51'-4"
Dn
5" Slope46'-6"46'-0"48'-5"
46'-8"2'-8"21'-9 1/2"
12'-0"
48'-10"
48'-10"29'-6"29'-6"20'-6"9'-0"4'-0"17'-4"16'-6 1/2"10'-11 1/2"
21'-4"17'-0"10'-6"15'-8"12'-4"1'-6"2'-11"
15'-2"6'-2"5'-0"7'-4 1/2"4'-11 1/2"4'-5 1/2"6'-9"4'-5 1/2"3'-10 1/8"3'-0" S.B.3'-10 1/8"3'-0" S.B.12'-8 1/16"18'-6 7/16"
9'-4 1/2"14'-0"6'-6"5'-0"5'-6"
4'-6 1/2"5'-5 1/2"3'-9 1/4"3'-9 1/4"8 T @ 11" = 7'-4"
9 R @ 6.66"
8 T @ 11" = 7'-4"
9 R @ 6.66"
2'-11 1/2"2'-0 1/2"7'-10"4'-0 1/2"4'-6"6'-6"9'-0"7'-1 1/2"
Heated Driveway
Walkway3'-0" S.B.13'-0" S.B.
12'-0" S.B.
Heated Patio
Heated Patio
elec box
J
J
Dn
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
26
25 DAVINCI 5420 RIGHT SIDE GLASS DIRECT VENT
FIREPLACE. FRAME ON 10" PLATFORM. SEALED
GAS APPLIANCE APPROVED FOR SLEEPING
AREAS. ANSI Z21.50-2014.
10 POLYCAST TRENCH DRAIN SYSTEM OR EQUAL,
TIE INTO GRAVEL SUMP.
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
48'-0"
50'-2"
2
A3.1
2
A3.1
1
A3.2
1
A3.2
1
A3.1
1
A3.1
2
A3.1
2
A3.1
1
A3.2
1
A3.2
1
A3.1
1
A3.1
1. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO
BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION.
2. EXTERIOR WALLS TO BE 2x6 FRAMING W/ BIB
INSULATION R-23 - TYP. ALL INTERIOR WALLS TO BE
2x4 FRAMING, U.N.O. W/ BIB INSULATION R-15 - TYP.
ALL INTERIOR PLUMBING AND BEARING WALLS TO
BE 2x6 FRAMING, U.N.O. W/ BIB INSULATION R-23 -
TYP. ALL FLOOR JOIST TO BE 9 1/2" TJI FRAMING
U.N.O. W/ BIB INSULATION R-38 - TYP. ROOF JOIST TO
BE 9 1/2" TJI FRAMING W/ BIB INSULATION, FLAT
ROOF JOIST TO BE 7 1/4" LVL FRAMING W/ SPRAY
FOAM INSULATION R-38 - TYP.
3. FIRE SPRINKLERS TO BE ON THE WARM SIDE OF
THE BUILDING ENVELOPE. ANTIFREEZE WILL NO
LONGER BE ALLOWED IN FIRE SPRINKLER SYSTEMS.
4. AIR LEAKAGE: THE BUILDING THERMAL
ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR
LEAKAGE IN ACCORDANCE WITH SECTIONS N1102.4.1
- N1102.4.4.
5. HOME HARDENING SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE AS ADOPTED BY
THE STATE OF UTAH.3'-0" S.B.Storage
106
10
11
12 13
12 13
12 13
12 13
12 13
12 13
12 13
12 13
15
15
14
15
16
16
17
17
17
1717
17
18
18
19
20
20
21
21
21
21
21
21 21
21
21
21 21
22
22
22
23
23
22
23
22
23
2222
22
23
23
23
23
24
26
26
26
26
26
5'-6"1'-6"2'-8"6'-11"7'-6"6'-11"1'-6"2'-6"4'-4"2'-0"3'-2"1'-0"8'-4"3'-2"2'-0"1'-0"2'-5 1/2"
13'-4 5/16"
7'-0"
27 HEATED GARAGE SLAB: 6" CONCRETE TOPPING
ON 20 GAUGE FORMLOCK METAL DECKING,
SLOPED. SEE STRUCTURAL FOR REINFORCING
AND DETAILS.
27
A1.1LOWER LEVEL PLANMAIN LEVEL PLANREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
Rake
T.O. RIDGE
ELEV: 7271'-9 1/2"NORTHSCALE: 1/4" = 1'-0"
UPPER LEVEL PLAN, LOW ROOF PLAN
DnUPPER LEVEL
ELEV: 7256'-8"
51'-8"
G
L
G G
II
H
E
301
56'-6 1/2"
Heated Deck
F
I
D
L
bench
308
302
shower
L 310
309
307306
2 sided fireplace
303
Mst Closet
304
Bedroom
306
Bath
307
Mst Bath
303
Mst Bedroom
302
Closet
305
I
bench
shower
305
21'-9 1/2"
5'-6"
48'-10"
48'-10"29'-6"29'-6"20'-6"9'-0"4'-0"17'-4"16'-6 1/2"10'-11 1/2"
21'-4"17'-0"10'-6"15'-8"12'-4"1'-6"7'-6"13'-10"11'-6"6'-4"6'-0"6'-11"8'-9"3'-10 1/8"3'-0" S.B.3'-10 1/8"3'-0" S.B.12'-8 1/16"18'-6 7/16"
9'-4 1/2"
5'-4"
2'-8"
5'-4 1/2"
2'-8 1/2"
5'-10"13'-10"6'-8"4'-5"2'-3"1'-6"3'-4"2'-6"12'-4"2'-6"1'-4 3/4"2'-10 1/2"1'-10 1/4"2'-10 1/2"2'-8"2'-8"3'-9 1/4"3'-9 1/4"4'-0 1/2"2'-11"2'-11"8 T @ 11" = 7'-4"
9 R @ 6.66"
2'-11 1/2"2'-0 1/2"2'-1"2'-1"1'-10"1'-6"7'-3"2'-0"4'-4"2'-8"8'-6"2'-8"
1'-6"
5'-6"6'-0"
2'-9"2'-9"2'-0"4'-0"9'-0"4'-6"4'-6"10'-7 1/2"5'-10"9'-11 1/2"
7/12EaveShed Roof
7/12
Shed Roof RakeEaveRake KEY NOTES
GENERAL NOTES
NEW 2x FRAMED WALL
NEW CONCRETE WALL
1. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO
BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION.
2. EXTERIOR WALLS TO BE 2x6 FRAMING W/ BIB
INSULATION R-23 - TYP. ALL INTERIOR WALLS TO BE
2x4 FRAMING, U.N.O. W/ BIB INSULATION R-15 - TYP.
ALL INTERIOR PLUMBING AND BEARING WALLS TO
BE 2x6 FRAMING, U.N.O. W/ BIB INSULATION R-23 -
TYP. ALL FLOOR JOIST TO BE 9 1/2" TJI FRAMING
U.N.O. W/ BIB INSULATION R-38 - TYP. ROOF JOIST TO
BE 9 1/2" TJI FRAMING W/ BIB INSULATION, FLAT
ROOF JOIST TO BE 7 1/4" LVL FRAMING W/ SPRAY
FOAM INSULATION R-38 - TYP.
3. FIRE SPRINKLERS TO BE ON THE WARM SIDE OF
THE BUILDING ENVELOPE. ANTIFREEZE WILL NO
LONGER BE ALLOWED IN FIRE SPRINKLER SYSTEMS.
4. AIR LEAKAGE: THE BUILDING THERMAL
ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR
LEAKAGE IN ACCORDANCE WITH SECTIONS N1102.4.1
- N1102.4.4.
5. HOME HARDENING SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE AS ADOPTED BY
THE STATE OF UTAH.
3'-10 1/2"NORTHSCALE: 1/4" = 1'-0"
FLAT ROOF AND HIGH ROOF PLANRakeEaveRake
Eave
RakeRidge
RidgeEave EaveEaveHipValleyHipHi
pHipHigh Flat Roof
Low Flat Roof 7/12
7/127/12
7/127/12
7/12
Eave
T.O. ROOF
ELEV: 7266'-3 3/4"
T.O. ROOF
ELEV: 7265'-3 3/4"
Hall
301
304
Valley2
A3.1
2
A3.1
1
A3.2
1
A3.2
1
A3.1
1
A3.1
Eave
Ridge7/12Valley EaveEaveC
C
2
A3.1
2
A3.1
1
A3.2
1
A3.2
1
A3.1
1
A3.1
Eave7/12
1'-0"1'-0"1'-0"1'-0"2'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0" S.B.1
6
2
2
2
3
3
4
5
78
678
678
678
678
9
9
11
12 13
12 13
12 13
14
14
20
20
21
21
2222
22
23
23
22
23
23
2222
22
23
23
22
23
23
25
2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
DASHED LINES INDICATES WALL/BEAM ABOVE.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
1 1/2" GYPCRETE W/ HYDRAUNIC HEATING ON
3/4" PLYWOOD ON FLOOR JOIST - SEE
STRUCTURAL FOR SIZE AND SPACING.
5
4 SNOW RETENTION BARS; S-5 X-GARD 2.0 OR
EQUAL. AND BYLIN SNOWMELT SYSTEM AT
ALL EAVES AND VALLEYS - TYP.
GUTTERS AND DOWNSPOUTS TO TIE INTO
EXISTING FRENCH DRAIN.
4" REINFORCED CONCRETE SLAB W/
HYDRAUNIC HEATING ON 2" RIGID INSULATION
(CONTINUOUS) ON 6 MIL POLYETHYLENE
VAPOR RETARDER (JOINTS TO LAP 6" MIN.) ON
4" GRAVEL BASE CLEANED/GRADED.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
HEATILATOR "CRAVE 4836-C" DIRECT VENT
FIREPLACE. FRAME ON 10" PLATFORM. SEALED
GAS APPLIANCE APPROVED FOR SLEEPING
AREAS. ANSI Z21.88-2019.
SET BACK LINE.
PROPERTY LINE.
TUBS AND SHOWERS WITH TILED WALLS
REQUIRE A PORTLAND CEMENT APPLICATION,
FIBER-CEMENT OR GLASS MAT GYP. BACKER.
5/8" TYPE "X" ON GARAGE CEILING AND WALL
SEPARATING THE GARAGE AND LIVING SPACE.
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDER-STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.
CONCRETE RETAINING WALL W/ STONE
VENEER.
1
6
7
8
11
12
13
18
15
14
17
20
21
22
23
24
19
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
26
25 DAVINCI 5420 RIGHT SIDE GLASS DIRECT VENT
FIREPLACE. FRAME ON 10" PLATFORM. SEALED
GAS APPLIANCE APPROVED FOR SLEEPING
AREAS. ANSI Z21.50-2014.
10 POLYCAST TRENCH DRAIN SYSTEM OR EQUAL,
TIE INTO GRAVEL SUMP.
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
1'-4"
3'-5 1/2"6'-6"
27 HEATED GARAGE SLAB: 6" CONCRETE TOPPING
ON 20 GAUGE FORMLOCK METAL DECKING,
SLOPED. SEE STRUCTURAL FOR REINFORCING
AND DETAILS.
A1.2 FLAT ROOF, HIGH ROOF PLANUPPER LEVEL PLANLOW ROOF PLANREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
SCALE: 1/4" = 1'-0"
2
A2.1
SOUTH ELEVATION
MAIN LEVEL
ELEV: 7246'-8"
UPPER LEVEL
ELEV: 7256'-8"
LOWER LEVEL
ELEV: 7236'-8"
T.O. FOOTING
ELEV: 7235'-6"
UPPER LEVEL
ELEV: 7256'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"
12
7
T.O. PLATE
ELEV: 7265'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. PLATE
ELEV: 7255'-8"
T.O. WINDOW
ELEV: 7264'-8"
LOWER LEVEL
ELEV: 7236'-8"
T.O. FOOTING
ELEV: 7233'-0"
1
A3.1
ENTRY LEVEL
ELEV: 7251'-8"
T.O. RIDGE
ELEV: 7271'-9 1/2"
T.O. WINDOW
ELEV: 7261'-11"
T.O. WINDOW
ELEV: 7259'-8"
T.O. PLATE
ELEV: 7265'-8"
50'51'
49'
48'
47'47'
46'
45'
44'
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
33'
32'
31'
30'
1
A3.2
2
A3.1
12 7127
LOWER LEVEL
ELEV: 7236'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7235'-6"
UPPER LEVEL
ELEV: 7256'-8"
T.O. DOOR/WIN
ELEV: 7259'-8"
T.O. PLATE
ELEV: 7262'-3 1/4"
T.O. RIDGE
ELEV: 7271'-9 1/2"
LOWER LEVEL
ELEV: 7236'-8"
GARAGE SLAB
ELEV: 7246'-1"
T.O. FOOTING
ELEV: 7235'-6"
GARAGE DOOR
ELEV: 7254'-1"
UPPER LEVEL
ELEV: 7256'-8"
T.O. PLATE
ELEV: 7264'-8"
T.O. RIDGE
ELEV: 7271'-9 1/2"
SCALE: 1/4" = 1'-0"
1
A2.1
EAST ELEVATION
ENTRY LEVEL
ELEV: 7251'-8"
T.O. PLATE
ELEV: 7263'-4"
127
T.O. WINDOW
ELEV: 7261'-11"
T.O. WINDOW
ELEV: 7264'-8"
T.O. PLATE
ELEV: 7265'-8"
T.O. WINDOW
ELEV: 7263'-8"
T.O. WINDOW
ELEV: 7254'-8"6'-5"2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
CONCRETE RETAINING WALL W/ STONE
VENEER.
KEY NOTES
1
6
7
8
11
12
13
17
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
18
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
1x8 CEDAR HORIZONTAL LAP SIDING - STAINED
ON TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
FLASHING AND COUNTER FLASHING - TYPICAL.
FOUNDATION - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
FOOTING - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
ROOF TO WALL SURFACE; EXTEND BITUTHANE
MEMBRANE OVER ROOF DECK & UP WALL
SURFACE 24".
FINISH GRADE TO SLOPE AWAY FROM HOUSE A
MIN. OF 6" WITHIN THE FIRST 10'. IRC R401.3
LINE 27'-0" HEIGHT ABOVE EXISTING GRADE.
EXISTING GRADE LINE.
WINDOW & DOOR TRIM : 2x3 HEAD, 2x3 JAMB &
SILL - PAINT/STAIN.
WINDOWS AND DOORS W/ INSULATED GLASS -
SEE SCHEDULE.
15
4
5
19
20
21
22
23
24
25
STRUCTURAL BEAM - SEE STRUCTURAL
DRAWINGS FOR SIZE AND DETAILS.
10
14 CORRUGATED STEEL VERTICAL SIDING - ON
TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
22
2
2
3
3
3
10
45
4 5
45
45
45
45
4 5
4 5
678
678 6 7 8
6 7 8
678
9
10
10
11
12
12
12
12 13
13
13
13
1414
14
14
14
1415
15
45
15
15
26
16 17
17
17
18
19 20
1920
21
22
23
23
23
24
25
24
25
24
25
25
24
6x6 COLUMN - PAINT/STAINED.26
26
A2.1EAST AND SOUTH ELEVATIONSREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
KEY NOTES
LOWER LEVEL
ELEV: 7236'-8"
MAN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7233'-0"
T.O. DOOR/WIN
ELEV: 7254'-8"
UPPER LEVEL
ELEV: 7256'-8"
T.O. WINDOW
ELEV: 7264'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
LOWER LEVEL
ELEV: 7236'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7233'-0"
UPPER LEVEL
ELEV: 7256'-8"
T.O. WIN/DOOR
ELEV: 7263'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
T.O. PLATE
ELEV: 7264'-8"
1
A3.2
2
A3.1
T.O. PLATE
ELEV: 7265'-8"
SCALE: 1/4" = 1'-0"
1
A2.2
WEST ELEVATION
T.O. PLATE
ELEV: 7265'-8"
127 12 7
T.O. RIDGE
ELEV: 7271'-9 1/2"
T.O. RIDGE
ELEV: 7271'-9 1/2"
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
33'
30'
31'
32'
12
7
1
A3.1
MAIN LEVEL
ELEV: 7246'-8"
UPPER LEVEL
ELEV: 7256'-8"
T.O. PLATE
ELEV: 7265'-8"
T.O. PLATE
ELEV: 7263'-4"
LOWER LEVEL
ELEV: 7236'-8"
T.O. FOOTING
ELEV: 7235'-6"
T.O. RIDGE
ELEV: 7271'-9 1/2"
LOWER LEVEL
ELEV: 7236'-8"
T.O. FOOTING
ELEV: 7233'-0"
UPPER LEVEL
ELEV: 7256'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. PLATE
ELEV: 7264'-8"
T.O. PLATE
ELEV: 7265'-8"
SCALE: 1/4" = 1'-0"
2
A2.2
NORTH ELEVATION
12
7
T.O. DOOR/WIN
ELEV: 7244'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"T.O. DOOR/WIN
ELEV: 7254'-8"
T.O. PLATE
ELEV: 7255'-8"
T.O. WINDOW
ELEV: 7263'-8"
T.O. WINDOW
ELEV: 7263'-8"
ENTRY LEVEL
ELEV: 7251'-8"
25'
45'
44'
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
33'
32'
31'
30'
29'
28'
27'
26'
2
2 21
2 1
3
3
3
45
45
45
45
45
45
45
45
45
45
45
678
19 202
678
6 7 8
11678
678
99
99
11
11
6 7 8
11
12
13
13
13
12
13
12
12
12
12
13
13
14
14
14
14
14
15
15
15
15
15
15
16
1717
17
18
1312
678
1920
21
22
22
23
23 23
24
25
25
24
24 25 24
2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
CONCRETE RETAINING WALL W/ STONE
VENEER.
1
6
7
8
11
12
13
17
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
18
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
1x8 CEDAR HORIZONTAL LAP SIDING - STAINED
ON TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
FLASHING AND COUNTER FLASHING - TYPICAL.
FOUNDATION - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
FOOTING - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
ROOF TO WALL SURFACE; EXTEND BITUTHANE
MEMBRANE OVER ROOF DECK & UP WALL
SURFACE 24".
FINISH GRADE TO SLOPE AWAY FROM HOUSE A
MIN. OF 6" WITHIN THE FIRST 10'. IRC R401.3
LINE 27'-0" HEIGHT ABOVE EXISTING GRADE.
EXISTING GRADE LINE.
WINDOW & DOOR TRIM : 2x3 HEAD, 2x3 JAMB &
SILL - PAINT/STAIN.
WINDOWS AND DOORS W/ INSULATED GLASS -
SEE SCHEDULE.
15
4
5
19
20
21
22
23
24
25
STRUCTURAL BEAM - SEE STRUCTURAL
DRAWINGS FOR SIZE AND DETAILS.
10
14 CORRUGATED STEEL VERTICAL SIDING - ON
TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
6x6 COLUMN - PAINT/STAINED.26
A2.2WEST AND NORTH ELEVATIONSREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
KEY NOTES
SCALE: 1/4" = 1'-0"
2
A3.1
BUILDING SECTION
LOWER LEVEL
ELEV: 7236'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7233'-0"
UPPER LEVEL
ELEV: 7256'-8"
LOWER LEVEL
ELEV: 7236'-8"
MAN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7235'-6"
T.O. DOOR/WIN
ELEV: 7254'-8"
UPPER LEVEL
ELEV: 7256'-8"
T.O. DOOR/WIN
ELEV: 7264'-8"
T.O. WINDOW
ELEV: 7263'-1"
T.O. DOOR/WIN
ELEV: 7244'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
12 7
T.O. RIDGE
ELEV: 7271'-9 1/2"
T.O. PLATE
ELEV: 7263'-4"
T.O. PLATE
ELEV: 7265'-8"
1
A3.1
50'
51'
49'
48'
47'
46'
45'
44'
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
33'
32'
31'
30'
29'
LOWER LEVEL
ELEV: 7236'-8"
MAN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7235'-6"
T.O. DOOR/WIN
ELEV: 7254'-8"
UPPER LEVEL
ELEV: 7256'-8"
T.O. WINDOW
ELEV: 7264'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
LOWER LEVEL
ELEV: 7236'-8"
MAIN LEVEL
ELEV: 7246'-8"
T.O. FOOTING
ELEV: 7235'-6"
UPPER LEVEL
ELEV: 7256'-8"
T.O. WIN/DOOR
ELEV: 7263'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
T.O. PLATE
ELEV: 7264'-8"
1
A3.2
2
A3.1
T.O. PLATE
ELEV: 7265'-8"
48'
47'
46'
45'
44'
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
SCALE: 1/4" = 1'-0"
1
A3.1
BUILDING SECTION
3'-11"8'-11 3/4"8'-11 3/4"8'-11 1/2"8'-11 3/4"8'-8"7'-11 1/2"8'-11 3/4"8'-11 1/2"3
3
9
9
9
2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
1 1/2" GYPCRETE W/ HYDRAUNIC HEATING ON
3/4" PLYWOOD ON FLOOR JOIST - SEE
STRUCTURAL FOR SIZE AND SPACING.
4" REINFORCED CONCRETE SLAB W/
HYDRAUNIC HEATING ON 2" RIGID INSULATION
(CONTINUOUS) ON 6 MIL POLYETHYLENE
VAPOR RETARDER (JOINTS TO LAP 6" MIN.) ON
4" GRAVEL BASE CLEANED/GRADED.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
TUBS AND SHOWERS WITH TILED WALLS
REQUIRE A PORTLAND CEMENT APPLICATION,
FIBER-CEMENT OR GLASS MAT GYP. BACKER.
5/8" TYPE "X" ON GARAGE CEILING AND WALL
SEPARATING THE GARAGE AND LIVING SPACE.
CONCRETE RETAINING WALL W/ STONE
VENEER.
KEY NOTES
1
6
7
8
11
12
13
37
39
38
17
36
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
18
35 POLYCAST TRENCH DRAIN SYSTEM OR EQUAL,
TIE INTO GRAVEL SUMP.
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
1x8 CEDAR HORIZONTAL LAP SIDING - STAINED
ON TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
SOLID BLOCKING AND HURRICANE HOLD
DOWN AT EACH RAFTER OR SIMPSON VPA.
FIRE BLOCK STUD SPACES AT SOFFIT, FLOOR
AND CEILING JOIST LINES, AT 10 FT.
VERTICALLY AND HORIZONTALLY, AND AT
ANY OTHER LOCATIONS NOT SPECIFICALLY
MENTIONED WHICH COULD AFFORD PASSAGE
FOR FLAMES. - IRC R302.11
TREATED WOOD SILL PLATE W/ 1/2" ANCHOR
BOLTS EMBEDDED 7" INTO CONCRETE, SPACED
32" O.C. U.N.O. ON PLANS. PLATE WASHERS
SHALL 3"x3"x1/4" AND USED ON EACH BOLT.
SEE STRUCTURAL SHEAR WALL SCHEDULE.
DRAINAGE MATT ON WATERPROOF
MEMBRANE
ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY INCLUDING LEDGERS AND FURRING
WALLS MUST BE PRESERVATIVELY TREATED
OR FOUNDATION GRADE REDWOOD.
FILTER FABRIC OVER FREE DRAINING GRAVEL
W/ 4" PERF. FOOTING DRAIN, DAYLIGHTED OR
TIE INTO STORM DRAIN.
28
29
30
27
31
32
33
34
FLASHING AND COUNTER FLASHING - TYPICAL.
FOUNDATION - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
FOOTING - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
ROOF TO WALL SURFACE; EXTEND BITUTHANE
MEMBRANE OVER ROOF DECK & UP WALL
SURFACE 24".
FINISH GRADE TO SLOPE AWAY FROM HOUSE A
MIN. OF 6" WITHIN THE FIRST 10'. IRC R401.3
LINE 27'-0" HEIGHT ABOVE EXISTING GRADE.
EXISTING GRADE LINE.
WINDOW & DOOR TRIM : 2x3 HEAD, 2x3 JAMB &
SILL - PAINT/STAIN.
WINDOWS AND DOORS W/ INSULATED GLASS -
SEE SCHEDULE.
15
4
5
19
20
21
22
23
24
25
STRUCTURAL BEAM - SEE STRUCTURAL
DRAWINGS FOR SIZE AND DETAILS.
10
1/2" GYP. BD. ON 4 MIL POLYETHYLENE VAPOR
RETARDER AT FLOOR JOIST, ROOF JOIST AND
EXTERIOR WALLS.
INSULATION: SEE GENERAL NOTE #2 ON FLOOR
PLAN SHEETS FOR TYPE AND R-VALUE.
14 CORRUGATED STEEL VERTICAL SIDING - ON
TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
6x6 COLUMN - PAINT/STAINED.26
2
3
45
32
15
24
25
33
34
23
28 29 31
3030
282931
30
282931
45
15
4 5
32
15
24
25
33
34
23
4
14
19 19
1 6 7 8
10
39
38
282931
282931
38
28 29 31
28 29 31
38
282931
30
24
25
33
34
23
39
282931
28 1010
10
10
40 HEATED GARAGE SLAB: 6" CONCRETE TOPPING
ON 20 GAUGE FORMLOCK METAL DECKING,
SLOPED. SEE STRUCTURAL FOR REINFORCING
AND DETAILS.
32
4 5
15
45
15
14
41
2x6 TRIM BOARD - PAINT/STAINED.41
4 5
6 7 8
27
2
38
38
38
38
1213
17
18
1213
11
45
45
15
22
21
21
2
28 29 31
28 29 31
282931
30
A3.1BUILDING SECTIONSREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
SCALE: 1/4" = 1'-0"
1
A3.2
BUILDING SECTION
MAIN LEVEL
ELEV: 7246'-8"
UPPER LEVEL
ELEV: 7256'-8"
LOWER LEVEL
ELEV: 7236'-8"
T.O. GARAGE SLAB
ELEV: 7246'-1"
T.O. FOOTING
ELEV: 7235'-6"
GARAGE DOOR
ELEV: 7254'-1"
UPPER LEVEL
ELEV: 7256'-8"
T.O. WINDOW
ELEV: 7263'-8"
T.O. WINDOW
ELEV: 7263'-8"
T.O. DOOR/WIN
ELEV: 7254'-8"
T.O. DOOR/WIN
ELEV: 7244'-8"
12
7
T.O. PLATE
ELEV: 7265'-8"4'-0"MAIN LEVEL
ELEV: 7246'-8"
T.O. PLATE
ELEV: 7255'-8"
T.O. PLATE
ELEV: 7264'-8"
12
7
LOWER LEVEL
ELEV: 7236'-8"
T.O. FOOTING
ELEV: 7233'-0"
1
A3.1
46'
45'
44'
43'
42'
41'
40'
39'
38'
37'
36'
35'
34'
33'
32'
31'
30'
29'
28'
27'
26'4'-0"KEY NOTES
8'-3"8'-11 3/4"7'-11 1/2"8'-11 3/4"9
10 10
10
37 28 31
37 28 31
40
38
38
38
39
11
1213
1213
17
181213
17
18
24
25
33
34
17
35
7
4 5
4 5
14
6 7 8
24
25
33
678
1920
2
27
15
21 2
3030
28 29 31
28 29 31
28 29 31
15
32
2''x3 1/2'' CONTINUOUS METAL DRIP EDGE.
1x CEDAR SOFFIT, VENTED - PAINT/STAIN.
2x4 ON 1x10 BUILT-UP FASCIA - PAINT/STAIN.
4" REINFORCED HEATED CONCRETE PATIO /
PORCH / WALKWAY / DRIVEWAY ON 4"
GRAVEL BASE.
1 1/2" GYPCRETE W/ HYDRAUNIC HEATING ON
3/4" PLYWOOD ON FLOOR JOIST - SEE
STRUCTURAL FOR SIZE AND SPACING.
4" REINFORCED CONCRETE SLAB W/
HYDRAUNIC HEATING ON 2" RIGID INSULATION
(CONTINUOUS) ON 6 MIL POLYETHYLENE
VAPOR RETARDER (JOINTS TO LAP 6" MIN.) ON
4" GRAVEL BASE CLEANED/GRADED.
36" HIGH RAILING: 2x SHAPED HARDWOOD
CONTINUOUS TOP CAP. W/ 3/8" DIA. STEEL
CABLE, HORIZONTAL, SPACED LESS THAN 4".
THROUGH 3"x 3" VERTICAL TUBE STEEL POSTS.
FOR TYPICAL STAIRWAY, HANDRAILING AND
GUARDRAILING NOTES & DETAILS ON SEE
SHEET A5.1.
TUBS AND SHOWERS WITH TILED WALLS
REQUIRE A PORTLAND CEMENT APPLICATION,
FIBER-CEMENT OR GLASS MAT GYP. BACKER.
5/8" TYPE "X" ON GARAGE CEILING AND WALL
SEPARATING THE GARAGE AND LIVING SPACE.
CONCRETE RETAINING WALL W/ STONE
VENEER.
1
6
7
8
11
12
13
37
39
38
17
36
CLASS A NON-REFLECTIVE STANDING SEAM
METAL ROOF. DARK BRONZE 24 GA. METAL
ROOF TO BE ICC-ES APPROVED. ON ICE &
WATER MEMBRANE ON 5/8" EXT. SHEATHING
ON ROOF JOIST - SEE STRUCT. FOR SIZE &
SPACING. ROOF MATERIAL SHALL COMPLY
WITH THE WILDLAND - URBAN INTERFACE CODE.
COMPOSITE RIDGE VENT; COBRA OR EQUAL.
ARCHITECTURAL GRADE 40 YEAR ASPHALT
SHINGLE. ON ICE & WATER MEMBRANE ON 5/8"
EXT. SHEATHING ON ROOF JOIST - SEE STRUCT.
ROOF MATERIAL SHALL COMPLY WITH THE
WILDLAND - URBAN INTERFACE CODE.
3
2
HEATED DECK: 6" CONCRETE TOPPING ON 20
GAUGE W2 FORMLOCK METAL DECKING, SLOPE
1/4" PER FOOT. SEE STRUCTURAL FOR
REINFORCING AND DETAILS.
18
35 POLYCAST TRENCH DRAIN SYSTEM OR EQUAL,
TIE INTO GRAVEL SUMP.
9 FLAT ROOF SYSTEM: REINF. WATER PROOF
MEMBRANE OVER 3/4" EXTERIOR PLYWOOD
ON 2x P.T. TAPERED SLEEPERS SLOPED 3% ON
5/8" EXT. PLAYWOOD ON ROOF JOIST. SEE
STRUCTURAL FOR SIZE AND DETAILS.
REINFORCED HEATED CONCRETE STAIRS ON
GRAVEL BASE.
16
1x8 CEDAR HORIZONTAL LAP SIDING - STAINED
ON TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
SOLID BLOCKING AND HURRICANE HOLD
DOWN AT EACH RAFTER OR SIMPSON VPA.
FIRE BLOCK STUD SPACES AT SOFFIT, FLOOR
AND CEILING JOIST LINES, AT 10 FT.
VERTICALLY AND HORIZONTALLY, AND AT
ANY OTHER LOCATIONS NOT SPECIFICALLY
MENTIONED WHICH COULD AFFORD PASSAGE
FOR FLAMES. - IRC R302.11
TREATED WOOD SILL PLATE W/ 1/2" ANCHOR
BOLTS EMBEDDED 7" INTO CONCRETE, SPACED
32" O.C. U.N.O. ON PLANS. PLATE WASHERS
SHALL 3"x3"x1/4" AND USED ON EACH BOLT.
SEE STRUCTURAL SHEAR WALL SCHEDULE.
DRAINAGE MATT ON WATERPROOF
MEMBRANE
ALL LUMBER IN CONTACT WITH CONCRETE OR
MASONRY INCLUDING LEDGERS AND FURRING
WALLS MUST BE PRESERVATIVELY TREATED
OR FOUNDATION GRADE REDWOOD.
FILTER FABRIC OVER FREE DRAINING GRAVEL
W/ 4" PERF. FOOTING DRAIN, DAYLIGHTED OR
TIE INTO STORM DRAIN.
28
29
30
27
31
32
33
34
FLASHING AND COUNTER FLASHING - TYPICAL.
FOUNDATION - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
FOOTING - SEE STRUCTURAL FOR SIZE AND
REINFORCING.
ROOF TO WALL SURFACE; EXTEND BITUTHANE
MEMBRANE OVER ROOF DECK & UP WALL
SURFACE 24".
FINISH GRADE TO SLOPE AWAY FROM HOUSE A
MIN. OF 6" WITHIN THE FIRST 10'. IRC R401.3
LINE 27'-0" HEIGHT ABOVE EXISTING GRADE.
EXISTING GRADE LINE.
WINDOW & DOOR TRIM : 2x3 HEAD, 2x3 JAMB &
SILL - PAINT/STAIN.
WINDOWS AND DOORS W/ INSULATED GLASS -
SEE SCHEDULE.
15
4
5
19
20
21
22
23
24
25
STRUCTURAL BEAM - SEE STRUCTURAL
DRAWINGS FOR SIZE AND DETAILS.
10
1/2" GYP. BD. ON 4 MIL POLYETHYLENE VAPOR
RETARDER AT FLOOR JOIST, ROOF JOIST AND
EXTERIOR WALLS.
INSULATION: SEE GENERAL NOTE #2 ON FLOOR
PLAN SHEETS FOR TYPE AND R-VALUE.
14 CORRUGATED STEEL VERTICAL SIDING - ON
TYVEK HOMEWRAP ON 1/2" EXTERIOR
SHEATHING ON 2x6 STUD WALL @ 16" O.C.
6x6 COLUMN - PAINT/STAINED.26
40 HEATED GARAGE SLAB: 6" CONCRETE TOPPING
ON 20 GAUGE FORMLOCK METAL DECKING,
SLOPED. SEE STRUCTURAL FOR REINFORCING
AND DETAILS.
2x6 TRIM BOARD - PAINT/STAINED.41
10
22
A3.2BUILDING SECTIONSREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060
MAT'L
FRAME
DOOR SCHEDULE
WIDTH
MARK
x TYPE DOOR
MAT'LHEIGHT
SIZE
THICK.FINISH
DOOR
FINISH
FRAME
TYPE
HDWR REMARKS
LOWER LEVEL
LOCKSET1 3/4"STAIN & VARNISHWOOD/GASS WOOD STAIN & VARNISHENTRY3-0"
AUTO DOOR OPENER - TEMP GLASSOVERHEAD DOOR 9'-0"8'-0"1 3/4" WOOD/GLASS WOOD STAIN & VARNISH GARAGESTAIN & VARNISH
SHOWER
FLOOR
BASEMAT'L
ROOM FINISH SCHEDULE
REMARKSNORTH
WALLS
NAMENO.
ROOM
EAST SOUTH WEST
CEILING
MAT'LHEIGHT
LOWER LEVEL
MAIN LEVEL
FAMILY ROOM GYP GYP GYPGYP GYPWOODWOOD
102
103
101
WOOD2'-10"STYLE & RAIL STAIN & VARNISH WOOD1 3/4"STAIN & VARNISH LOCKSET 20 MIN - SELF LATCHING - SMOKE SEAL - THRESHOLD
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"
CLEAR2'-2"GLASS TEMP - EURO GLASSSHOWER1/2"6'-6"LAUNDRY
GARAGE CONCRETE 5/8" TYPE "X" GYPSUM BOARDGYP GYP GYPGYPWOOD GYPVARIES
MECH CONCRETE GYP GYP GYPGYPWOOD
GYP
STORAGE GYP GYP GYPGYP
BEDROOM GYP GYP GYPGYPWOODCARPET
GYP GYP GYPGYPTILE TILEBATH
1. ALL DOOR OPENINGS TO BE FIELD VERIFIED BY CONTRACTOR BEFORE
INSTALLATION.
2. ALL DOORS TO BE 1 3/4" SOLID CORE UNLESS NOTED OTHERWISE.
3. ALL SHOWER DOORS AND GLASS SHOWER ENCLOSURES SHALL BE
TEMPERED GLASS. IRC SECTION R308.3 AND R308.4
4. FRENCH/PATIO/TERRACE/NANNA DOORS TO BE SUPPLIED BY WINDOW
MANUFACTURE TO HAVE A U-VALUE OF .31 MINIMUM.
5. AUTOMATIC GARAGE DOOR OPENERS SHALL BE TESTED IN
ACCORDANCE WITH UL325. - IRC 309.4.
WINDOW NOTES
DOOR NOTES
1. ALL WINDOWS OPENINGS TO BE FIELD VERIFIED BY CONTRACTOR
BEFORE INSTALLATION.
2. GLAZING IN HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH
SAFETY MATERIAL. IRC SECTION R308.3 AND R308.4.
3. ALL WINDOWS IN BATHROOMS MUST BE TEMPERED GLASS
4. TEMPERED GLASS SHALL BE PROVIDED IN: FRAMELESS GLASS DOORS,
GLASS IN DOORS, GLASS WITHIN A 24" ARC OF DOORS, GLAZING LESS
THAN 60" ABOVE A WALKING SURFACE THAT IS WITHIN 5 FEET STAIRS.
OR GLAZING WITHIN 5 FEET OF SPAS OR POOLS, CERTAIN FIXED PANELS,
AND SIMILAR GLAZED OPENINGS SUBJECT TO HUMAN IMPACT. IRC R308
5. EGRESS WINDOWS: FINISH SILL HT. MIN 44" FROM FLOOR MIN. CLEAR
OPENING OF 5.7 S/F MIN NET CLEAR OPENING 20" WIDTH AND 24" HT.
6. ALL WINDOWS TO HAVE A MIN. U-VALUE OF .31
GYP
MUD ROOM GYP GYP GYPGYP GYP
GYP GYP GYPGYPTILE TILE
GYP
GYP
GYP
ENTRY GYP GYP GYPGYP GYP
8'-11 3/4"
BEDROOM GYP GYP GYPGYPWOODCARPET
GYP GYP GYPGYPTILE TILEBATH
GYP
GYP
104
105
106
107
HALL GYP GYP GYPGYP GYPWOODWOOD
MAIN LEVEL
8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL
POCKET DOOR
INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.
101
8'-0"
102
103
104
105
106
107
108
LIVING ROOM
DINING
KITCHEN
POWDER
201
202
203
204
UPPER LEVEL
GYP GYP GYPGYP GYPWOODWOOD
GYP GYP GYP GYPWOODWOOD
GYP GYP GYP GYPWOODWOOD
GYP GYP GYPGYPTILE TILE GYP
UPPER LEVEL
201
202
203
204
205
8'-0"
302
301
303
304
305
301
302
303
304
GYP
GYP
108
WET BAR GYP GYP GYPGYP GYPWOODWOOD
8'-11 3/4"
8'-11 3/4"
8'-11 3/4"
109
110
8'-11 3/4"
8'-11 3/4"
8'-11 3/4"
8'-11 3/4"
8'-3"
8'-3"
205
206
207
8'-11 3/4"
VARIES
8'-11 3/4"
8'-11 3/4"
8'-11 3/4"
8'-8"
WOODWOOD
WOODWOOD
TILE TILE
HALL GYP GYP GYPGYP GYPWOODWOOD
MST BEDROOM GYP GYP GYPGYPWOODCARPET GYP
MST BATH GYP GYP GYPGYPTILE TILE GYP
MST CLOSET GYP GYP GYPGYPWOODCARPET GYP
305 CLOSET GYP GYP GYPGYPWOODCARPET GYP
306
307
BEDROOM GYP GYP GYPGYPWOODCARPET GYP
BATH GYP GYP GYPGYPTILE TILE GYP
VARIES
8'-11 1/2"
7'-11 1/2"
VARIES
VARIES
VARIES
VARIES
109
110
111
112
113
114
205
306
307
308
309
310
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"8'-0"
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"8'-0"
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"8'-0"
8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL 8'-0"
PASSAGEWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL 8'-0"
PASSAGEWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-6"STYLE & RAIL 8'-0"
PASSAGEWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL 8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 8'-0"
SHOWER CLEAR2'-2"GLASS TEMP - EURO GLASSSHOWER1/2"6'-6"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 8'-0"
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"8'-0"
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 6'-0"8'-0"
STAIN & VARNISH STAIN & VARNISHWOOD-ALUM LOCKSETWOOD-ALUM1 3/4"INSUL - LOW E - TEMP - WEATHER STRIP - THRESHOLD - SEE ELEV.PATIO 9'-0"8'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 7'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 7'-0"
SHOWER CLEAR2'-2"GLASS TEMP - EURO GLASS - 7'-7" OPENING W/ 2'-2" SLIDERSHOWER1/2"6'-6"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 7'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL 7'-0"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-8"STYLE & RAIL 7'-0"
SHOWER CLEAR2'-2"GLASS TEMP - EURO GLASSSHOWER1/2"6'-6"
PRIVACYWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 7'-0"
PASSAGEWOOD STAIN & VARNISHWOOD STAIN & VARNISH1 3/4"2'-4"STYLE & RAIL 7'-0"
SIZEMARK
A
x WIDTH HEIGHT
FRAME
MAT'LTYPE FINISH
EXTERIOR GLAZINGFINISH
INTERIOR REMARKS
B
C
D
E
G
F
STAIN & VARNISH INSULATED - LOW EWOOD ALUM. CLAD4'-6"CASEMENT2'-6"
WINDOW SCHEDULE
1'-8"STAIN & VARNISH5'-0"PICTURE STAIN & VARNISH
6'-0"STAIN & VARNISH INSULATED - LOW E (2) 3'-0" x 5'-0" CASEMENT MULLED - SEE ELEVATION5'-0"CASEMENT WOOD ALUM. CLAD
H
INSULATED - LOW E
1'-8"STAIN & VARNISH1'-6"PICTURE STAIN & VARNISH INSULATED - LOW E
3'-0"STAIN & VARNISH1'-6"PICTURE STAIN & VARNISH INSULATED - LOW E
STAIN & VARNISH INSULATED - LOW EWOOD ALUM. CLADCASEMENT3'-0"5'-0"
STAIN & VARNISH INSULATED - LOW EWOOD ALUM. CLADCASEMENT2'-6"5'-0"
2'-6"STAIN & VARNISH1'-6"PICTURE STAIN & VARNISH INSULATED - LOW E
WOOD ALUM. CLAD
WOOD ALUM. CLAD
WOOD ALUM. CLAD
WOOD ALUM. CLAD
STAIN & VARNISH
STAIN & VARNISH
STAIN & VARNISH
STAIN & VARNISH
I 4'-0"STAIN & VARNISH2'-0"AWNING STAIN & VARNISH INSULATED - LOW EWOOD ALUM. CLAD
J 6'-0"STAIN & VARNISH INSULATED - LOW E (2) 3'-0" x 6'-0" CASEMENT MULLED - SEE ELEVATION6'-0"CASEMENT WOOD ALUM. CLAD STAIN & VARNISH
K 5'-0"STAIN & VARNISH INSULATED - LOW E (2) 2'-6" x 4'-6" CASEMENT MULLED - SEE ELEVATION4'-6"CASEMENT WOOD ALUM. CLAD STAIN & VARNISH
2'-0"L 3'-0"STAIN & VARNISH INSULATED - LOW ECASEMENT WOOD ALUM. CLAD STAIN & VARNISH
A6.1DOOR, WINDOW AND ROOMSCHEDULESREVISIONS:
SHEET NUMBER:
PROJECT NUMBER:
DATE:SHEET DESCRIPTION:PROJECT DESCRIPTION:Jonathan DeGrayA r c h i t e c tP.O. Box 1674, 614 Main Street, Suite 302, Park City, Utah 84060Tel. 435-649-7263, E-mail: degrayarch@qwestoffice.netTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF JONATHAN DEGRAY - ARCHITECT P.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF JONATHAN DEGRAY -ARCHITECT P.C. VIOLATORS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. JONATHAN DEGRAY - ARCHITECT P.C. ALL RIGHTS RESERVED2201-02
FEBRUARY 14, 2022HISTORIC DISTRICT DESIGN REVIEWGOFF RESIDENCE78 PROSPECT AVENUE, PARK CITY, UTAH 84060