GENERAL NOTES PROJECT INFORMATION

ISSUED FOR:

229 EDMUND PLACE, DETROIT, MI 48201

1. ANY MENTION OF 'CONTRACTOR' INCLUDES THE GENERAL CONTRACTOR (GC),

OF THE TERM 'CONTRACTOR' IS TO REFER TO ANY AND ALL ENTITIES AND INDIVIDUALS

2. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE

3. PROVIDE SAFE AND SECURE JOBSITE PRIOR TO, DURING, AND AFTER WORK. PROVIDE ALL

4. THE CONTRACTOR SHALL VISIT THE SITE BEFORE PROVIDING A PRICE AND BE AWARE OF

RESPONSIBLE FOR FIELD MEASURING EXISTING CONDITIONS PRIOR TO THE BEGINNING OF

7. THE CONTRACTOR IS TO ALERT THE ARCHITECT OF ANY DISCREPANCIES FOUND IN THE

OR SPECIFYING A PRODUCT OR ITS USE PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL

CONTRACTOR HAS BID THE MORE EXPENSIVE METHOD OF CONSTRUCTION.

CONSTRUCTION OF ANY TRADE. NOTIFY ARCHITECT OF ANY DISCREPANCIES, OR OBVIOUS

9. THE CONTRACTOR IS TO COORDINATE ALL CIVIL, ARCHITECTURAL, MECHANICAL,

PLUMBING, ELECTRICAL, AND STRUCTURAL TRADES.

COMPANIES AND SUB-CONTRACTORS.

11. SHOP DRAWINGS / SUBMITTALS / SAMPLES ARE TO BE SUBMITTED TO THE ARCHITECT FOR

DIRECTED AND APPROVED BY THE OWNER. ALL COLOR AND MATERIAL REVIEWS ARE TO BE

PROCEED WITH EXECUTION OF CHANGES WITHOUT WRITTEN APPROVAL FROM THE OWNER IN

TIME.

BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR SOLE RESPONSIBILITY TO

BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

METHODS ARE NOT INCLUDED WITHIN THESE DOCUMENTS.

15. MAINTAIN ALL REQUIRED FIRE RATINGS / SEPARATIONS AS REQUIRED BY THE

18. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED.

OF THE OWNER, ARCHITECT, ADJACENT PROPERTY OWNERS (IF APPLICABLE), AND THE LOCAL

21. PROVIDE ADEQUATE SHORING AND SUPPORT OF ALL STRUCTURAL ITEMS TO BE REMOVED

IN ACCORDANCE WITH STRUCTURAL ENGINEER'S DOCUMENTS / SPECIFICATIONS, LOCAL

ELECTRICAL, AND PLUMBING DOCMENTS FOR FURTHER DIRECTION DIRECION PRIOR TO

ELECTRICAL AND GAS SERVICES, ETC., BEFORE PROCEEDING WITH THE WORK. ALL

26. CAP, PATCH, AND REPAIR ALL HOLES AND SURFACES IN WALLS, FLOORS, AND CEILINGS

WHERE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING ITEMS ARE

SIGNATURE BLOCK

NAME OF AUTHORIZED REPRESENTATIVE

(General Contractor)

DEMOLITION KEYNOTE

FOUNDATION KEYNOTE

CEILING PLAN KEYNOTE

ELEVATION KEYNOTE

WINDOW TYPE/SCHEDULE NUMBER

DOOR TYPE/SCHEDULE NUMBER

MATERIAL SPECIFICATION NUMBER

D001

H

000000.00

3

+23'-0"

DETAIL NUMBER

PLAN DETAIL TAG

A1-01

ELEVATION TAG

SECTION NUMBER

A1-01

A-ARCHITECTURAL SHEET

SHEET SEQUENCE NUMBER

NUMBER IDENTIFYING EACH SHEET IN SET

0 - GENERAL (SYMBOLS, LEGEND NOTES)

1 - PLANS (HORIZONTAL VIEWS)

3 - SECTIONS, DETAILS, DIAGRAMS, NOTES

SHEET IDENTIFICATION NUMBER

A0-01

DRAWING LIST

SITE

CONTRACT.

EXTINGUISHERS AS REQUIRED BY 2015 MICHIGAN BUILDING CODE, NFPA 10 AND THE FIRE

BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT

SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. PROVIDE GREEN

ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, EXTERIOR AREA FOR ASSISTED RESCUE,

33. PROVIDE EMERGENCY LIGHTING LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL.

34. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR

ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN

36. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED AN END

SHALL CONFORM TO THE REQUIREMENTS OF SECTION 803 OF 2015 MICHIGAN BUILDING

DRAWING ISSUE DATES

ST

RU

CT

UR

AL

ME

P

A001

S001

EL01

INSULATION (BATT, CELLULOSE, SPRAY-FAOM)

RIGID INSULATION

FINISHED WOOD

WOOD (ROUGH CONTINUOUS)

ALIGN

LOCATION PLAN

N

CO

NT

RA

CT

OR

CONSTRUCTION MANAGER (CM) OR SUBCONTRACTOR(S) AS THEY RELATE TO THE

CONTRACTUAL DELIVERY METHOD AGREED TO BY THE OWNER AND ENTITY RESPONSIBLE FOR

UNDERTAKING CONSTRUCTED IMPROVEMENTS OF THE PROPERTY. ACCORDINGLY, THE USE

RESPONSIBLE FOR THE MANAGEMENT, COORDIANTION, SUPERVISION, AND PHYSICAL

CONSTRUCTION OF EITHER THE COMPLETE JOB (GENERAL CONTRACTOR / CONSTRUCTION

MANAGER) AND/OR A SPECIFIC TRADE (SUBCONTRACTOR'S).

LOCAL JURISDICTION. UNLESS OTHERWISE AGREED UPON, THE CONTRACTOR IS

RESPONSIBLE FOR SECURING ALL BUILDING PERMITS AS REQUIRED FOR WORK TO BE

PERFORMED AND WILL RETAIN AND PAY FOR ALL REQUIRED INSPECTIONS DURING THE

COURSE OF THE WORK.

NECESSARY SAFETY DEVICES, LIGHTING, AND BARRIERS AS NECESSARY - ESPECIALLY

AROUND ALL STAIR, ELEVATOR, AND ROOF PENETRATIONS IN ACCORDANCE WITH LOCAL

CODES AND REGULATIONS, AND ANY APPLICABLE OSHA GUIDELINES.

EXISTING CONDITIONS TO THE EXTENT OF INFLUENCE OF THE WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCES, AND

PROCEDURES OF CONSTRUCTION.

6. DO NOT SCALE DRAWINGS FOR DIMENSIONS AND / OR SIZES. THE CONTRACTOR SHALL BE

WORK, AND PERIODICALLY DURING PROGRESS OF WORK TO VERIFY ALL CRITICAL

DIMENSIONS. ANY DEVIATIONS FROM DIMENSIONS INDICATED ON DRAWINGS ARE TO BE

APPROVED BY ARCHITECT, PRIOR TO CONSTRUCTION.

DRAWINGS, DIMENSIONS, EXISTING CONDITIONS, OR ANY APPARENT ERROR IN CLASSIFYING

INFORMATION, CLARIFICATIONS AND / OR DIRECTIVES WILL BE ISSUED AS NECESSARY AND

WILL BECOME PART OF THE CONTRACT DOCUMENTS. FOR THOSE DISCREPANCIES NOT

BROUGHT TO THE ATTENTION OF THE ARCHITECT, IT WILL BE ASSUMED THAT THE

8. THE CONTRACTORS ARE TO VERIFY ALL CONDITIONS PRIOR TO THE BEGINNING OF

FIELD CONDITIONS WHICH PROHIBIT THE WORK FROM BEING BUILT, AS SHOWN.

10. THE CONTRACTOR IS TO PRESERVE, TAKE CARE OF, AND COORDINATE WITH THE UTILITY

APPROVAL BEFORE PROCEEDING WITH ALL ITEMS WHICH REQUIRE FABRICATION, AS

MADE FROM ACTUAL SAMPLES, NOT FROM REPRODUCTIONS OR FROM NARRATIVE

DESCRIPTIONS.

12. CHANGES IN THE WORK SHALL BE INITIATED THROUGH DOCUMENTS ISSUED BY THE

ARCHITECT AS REQUESTED / APPROVED BY THE OWNER. THE CONTRACTOR SHALL NOT

THE FORM OF AN APPROVED A CHANGE ORDER NOTING CHANGES TO CONTRACT PRICE AND

13. THE STRUCTURE HAS BEEN DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE

DETERMINE THE ERECTION PROCEDURES AND SEQUENCING TO ENSURE THE SAFETY OF THE

TEMPORARY BRACING, SHORING, SUPPORT, GUYS, OR TIE-DOWNS IF NECESSARY. MEANS AND

14. ENSURE ALL FIRE AND LIFE SAFETY ITEMS THAT ARE EXISTING AND REQUIRED, REMAIN

OPERATIONAL DURING CONSTRUCTION.

APPLICABLE BUILDING CODE, AND RULES PER THE REGULATIONS OF THE LOCAL

JURISDICTION.

16. EXECUTE FIRE WATCH AND PREVENTION PROCEDURES ON SITE DURING FIELD CUTTING

AND WELDING OPERATIONS MEETING THE OWNER'S REQUIREMENTS.

17. PROVIDE NECESSARY TEMPORARY CONSTRUCTION BARRIERS BETWEEN EXISTING AND

NEW CONSTRUCTION SPACES (DEMOLITION AREA). MAINTAIN LEGAL EXISTING SYSTEMS AND

EGRESS FOR BOTH SPACES PER LOCAL CODES. PROVIDE SIGNAGE TO DESIGNATE THE EXITS

AND SEPARATION OF THE SPACES.

WHERE SUCH EXISTING CONDITIONS NOT UNDERGOING ALTERATION ARE DISTURBED AS A

RESULT OF THE OPERATIONS OF THIS CONTRACT, ALL ADVERSELY AFFECTED CONDITIONS

MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED TO THE SATISFACTION

JURISTICTION.

19. ANY DAMAGE CAUSED BY NEGLIGENCE OR INADEQUATE PROTECTIVE OR SECURITY

MEASURES DURING CONSTRUCTION ARE TO BE CORRECTED AT THE CONTRACTOR'S

EXPENSE.

20. DEMOLITION OF ALL PORTIONS OF THE STRUCTURE TO BE REMOVED SHALL BE DONE

WITH THE UTMOST CARE, USING TOOLS AND METHODS SUBJECT TO THE OWNER'S APPROVAL.

ALL POSSIBLE CARE SHALL BE TAKEN TO AVOID DAMAGING, SHOCK, OR VIBRATION TO

PORTIONS OF THE EXISTING STRUCTURE TO REMAIN.

CODES AND REGULATIONS, AND ANY APPLICABLE OSHA GUIDELINES.

22. IF DEMOLITION OF AN EXISTING STRUCTURE IS REQUIRED TO ACCESS A SPACE OR

COMPLETE CONSTRUCTION, AND IT IS NOT INDICATED ON THE DOCUMENTS; NOTIFY THE

ARCHITECT TO HAVE A STRUCTURAL ENGINEER REVIEW THE SCOPE OF DEMOLITION

REQUIRED AND PROVIDE EITHER AN APPROVAL OR DOCUMENTS TO INSTRUCT THE METHODS

23. REMOVE AND / OR RELOCATE ALL MECHANICAL, PLUMBING AND ELECTRICAL ITEMS

INCLUDING PIPING, FIXTURES, EQUIPMENT, DUCTWORK, WIRING, DEVICES, PANELS, AND

ACCESSORIES AS REQUIRED BACK TO THE POINT OF ORIGIN. REFER TO MECHANICAL,

24. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATIONS, AND ELEVATIONS OF ALL

EXISTING UTILITIES INCLUDING EXISTING WATER, SEWERS / STORM MAINS, DRAINS,

DISCREPANCIES SHALL BE DOCUMENTED AND REPORTED TO THE ARCHITECT.

25. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE CONSTRUCTION PROCESS

AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER.

(Owner)

(Architect) Christian Hurttienne Architects, LLC

CONCRETE MASONRY UNIT

COLUMN LINE IDENTIFICATION

PARTITION TYPE

ARCHITECTURAL KEYNOTE

ROOF KEYNOTE

STRUCTURAL KEYNOTE

VERTICAL HEIGHT ELEVATION

REVISION NUMBER

A1

W1

000

SHEET NUMBERA1-01

ELEVATION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION TAG

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

2 - ELEVATIONS (VERTICAL VIEWS)

CPC SUBMISSION 03.08.2018

LEGEND

GENERAL NOTES

27. NEATLY SAW CUT AND REMOVE CONCRETE AS REQUIRED FOR PLACEMENT OF NEW

INSTALLATIONS OR PER MEANS AND METHODS.

28. PREPARE ALL DEMOLITION AREAS FOR NEW FINISHES.

29. IF CONSTRUCTION IS UNDERTAKEN BY A GENERAL CONTRACTOR (GC) FOR A PERIOD OF

ONE YEAR FROM THE DATE OF COMPLETION AND ACCEPTANCE BY OWNER, THE GC SHALL

ADJUST, REPAIR, OR REPLACE AT NO COST TO THE OWNER ANY ITEM OF EQUIPMENT,

MATERIAL, OR WORKMANSHIP FOUND TO BE DEFECTIVE, WITHIN THE SCOPE OF THE

30. PROVIDE A PORTABLE FIRE EXTINGUISER WITH A RATING NOT LESS THAN 2-A WITHIN 75

FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE TENNANT SPACE AND ADDITIONAL

DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.

31. PROVIDE EXIT SIGNS PER 2015 MICHIGAN BUILDING CODE WITH 6" LETTERS OVER

REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY

LETTERING.

32. PROVIDE RAISED CHARACTER AND BRAILLE EXIT SIGN, COMPLYING WITH ICC 117.1

AN EXIT STAIRWAY, AN EXIT RAMP, EXIT PASSAGEWAY, EXIT DISCHARGE, OR OTHERWISE

REQUIRED BY FIRE DEPARTMENT FIELD FIELD INSPECTOR OR BUILDING DEPARTMENT

INSPECTOR.

COMPLY WITH BUILDING CODES.

APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES.

35. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE

PERSONS AND IN ANY HAZARDOUS AREA.

POINT FLAME SPREAD RATING PER SECTION 803, BASED UPON OCCUPANCY GROUP

SPECIFIED IN TABLE 803.9 P.199 OF THE 2015 MI BUILDING CODE.

37. DECORATIONS (PRIVACY CURTAINS, DRAPES, SHADES, HANGINGS, WALL COVERINGS, ETC.)

CODE.

38. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE

REQUIREMENTS.

F001

R001

CP01

BRICK

CONCRETE

PLYWOOD

METAL

WOOD (ROUGH NON-CONTINUOUS / BLOCKING)

GLASS

229 EDMUND PLACE

2111 Woodward Ave., Suite #201, Detroit, MI 48230

313.825.2005 brian@cha-c.com

Christian Hurttienne Architects, LLC

808 Chesterfield Ave.

Birmingham, MI 48009

Doug and Kathy Quada

APPLICABLE CODES:

ALL WORK SHALL CONFORM TO APPLICABLE GOVERNING CODES,

INCLUDING BUT NOT LIMITED TO:

1. 2015 MICHIGAN RESIDENTIAL CODE -

2. 2015 MICHIGAN REHABILITATION CODE

FOR EXISTING BUILDINGS - ALTERATION LEVEL 3.

PERFORMANCE COMPLIANCE METHOD.

3. 2015 MICHIGAN MECHANICAL CODE

3. 2015 MICHIGAN PLUMBING CODE

4. 2015 MICHIGAN ENERGY CODE

5. 2017 MICHIGAN ELECTRICAL CODE

ZONING DATA:

a.

b.

a.

a.

b.

a.

b.

A. ZONING DISTRICT: PD-H WITH OVERLAY H SEC. 25-2-76

B. SITE AREA CALCULATIONS

0. EXISTING PARCEL SIZE

96'-6" x 150'-0"

14,475 SQFT | 0.33 ACRE

1. LOT AREA COVERAGE - BY RIGHT

SHALL BE APPROPRIATE TO THE NATURE OF THE PROJECT AND RELATE

WELL TO SURROUNDING DEVELOPMENT (ZONING SEC. 61-11-14)

2. LOT AREA COVERAGE - EXISTING

1,775 SQFT OF INTACT STRUCTURE

+/- 1,200 SQFT OF COLLAPSED STRUCTURE

3. LOT AREA COVERAGE - PROPOSED

1,775 SQFT OF INTACT STRUCTURE

1,500 SQFT NEW ADDITION

PARCEL NUMBER: 01000717, 01000719-0

LEGAL DESCRIPTION:

N EDMUND PL 10W 10FT OF 9BLK 7 BRUSH SUB L2 P25 PLATS, WCR

1/43 60 X 150

NORTH EDMUND PLACE EAST, THE WEST 36.5 FEET OF THE EAST 40 FEET

OF LOT 9 BLOCK 7 BRUSH PARK SUBDIVISION OF PART OF PARK LOTS 14

AND 15 AS RECORDED IN LIBER2, PAGE 25 OF PLATS, WAYNE COUNTY

RECORDS 1/43 36.5 X 150.

229 EDMUND PLACE, DETROIT, MI 48201

REHABILITATION OF AN EXISTING HISTORIC MULTI-FAMILY HOUSE

INTO A RECONFIGURED MULTI-FAMILY RESIDENTIAL BUILDING-

MRCEB.

WITH AN ADDITION OFF THE REAR OF A DUPLEX RESIDENTIAL

BUILDING- MRC.

BUILDING DATA:

A. CONSTRUCTION CLASSIFICATION:

B. STORIES ABOVE GRADE: 3 AND 2

C. BUILDING AREAS

E.ENERGY EFFICIENCY

COMPLY WITH SECTION N1102 - 2015 MI RESIDENTIAL CODE

1. CLIMATE ZONE: 5A

a. CEILING: R-38

b. WOOD FRAMED WALL: R20 OR R13(CAVITY) + R5(SHEATHING)

c. MASS WALL: R13 / R17

d. FLOOR: R30 OR FILL CAVITY, R19 MIN.

e. BASEMENT WALL: R10/R13

f. SLAB: R10 (2'-0" DEEP)

g. CRAWL SPACE: R15 / R10

NO. DESCRIPTION DATE

1 HDC AND CDC REVIEW 02.09.18

2

3

G0-00 COVER SHEET

C0-00 SITE AREA PLAN

C1-00 SURVEY

C1-01 SITE PLAN

A1-11 ARCHITECTURAL PLANS

A1-12 ARCHITECTURAL PLANS

A2-00 EXTERIOR ELEVATIONS

A2-01 EXTERIOR ELEVATIONS

A2-02 EXTERIOR ELEVATIONS

LA1-00 LANDSCAPE PLAN

LA2-01 EXTERIOR LANDSCAPE RENDERS

LA2-02 EXTERIOR LANDSCAPE RENDERS

c. 2,975 SQFT / 9,000 SQFT = 33% COVERAGE

CPC SUBMISSION 03.08.18

1. EXISTING STRUCTURE: TYPE III-B

2. ADDITION: TYPE V-B

EXISTING STRUCTURE (NO CHANGE)

1. BASEMENT: 1794

2. FIRST LEVEL: 1794

3. SECOND LEVEL: 1794

4. THIRD LEVEL: 1794

TOTAL: 7,176

ADDITION

1. BASEMENT: 1550

2. FIRST LEVEL: 1550

3. SECOND LEVEL: 1550

4. THIRD LEVEL: 217

TOTAL: 4,867

c. 4,575 SQFT / 14,475 SQFT = 32% COVERAGE

CPC SUBMISSION - REVISED 06.07.2018

OW

NE

RA

RC

HIT

EC

T

CPC/ HDC SUBMISSION 12.17.2019

CPC SUBMISSION- REVISED 06.07.18

2315 Dequindre Road, Madison Heights, MI 48071

248.672.1895 Lawrence@LM-Engineering.net

LM Engineering, LLC

4

4893 Rochester Road, Suite A, Troy, MI 48085

313.221.9933 ssc@systemsolution.net

Systems Solution

CPC/HDC SUBMISSION 12.17.19

HDC AND CDC REVIEW 02.09.2018

12/19/2019 9:24:54 AM

Updated Title Page

JOH

N R

ST

RE

ET

BR

US

H S

TR

EE

T

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGHOUSE

EXISTINGBUILDING

EXISTINGBUILDING

EXISTINGBUILDING

EXISTINGBUILDING

EDMUND PLACE

WATSON ST.

EXISTINGBUILDING

229 EDMUND PL.

PARK

CITY MODERN DEVELOPMENT

2915

JO

HN

R

112 WATSON

SITE 229 EDMUND PL.MAIN HOUSE

SITE AREA PLAN

1

SCALE:1/32"=1'-0"

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

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1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

SITE AREA

PLAN

C0-00

ENITRE AREA SHOWN ZONED PD-H

12/19/2019 9:26:06 AM

Updated Site Plan Page

N30

°00'

00"W

14

9.86

'(M)

EDMUND PLACE (60 FT. WD.

X

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N60°00'00"E 50.04'(M)

OVERHEAD ELECTRIC LINES

BOUNDARY LINE

SANITARY SEWER

SET IRON ROD

RIGHT-OF-WAY

WATER LINE

UTILITY POLE

CONCRETE SURFACE

ASPHALT PAVEMENT

STORM MANHOLE

FOUND IRON PIPE

FOUND IRON ROD

SQUARE CATCH BASIN

UNDERGROUND ELECTRIC

GAS LINE

CONCRETE

EXISTING

TYPICAL

TREE

GUY WIRE

OH

S

G

EXIST.

CONC.

R.O.W

(TYP.)

W

E

FIRR.O.W

X

X

X

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24" R

N60°00'00"E 60.04'(M)SIR

16" W

GAS (DEAD)

GAS (DEAD)

E

24" R

GAS

SIR

E

R

16" W

E

R

GAS

XX

XXX

XXX

XXX

XXX

XXXX

XXX

XX

15" x 20"

BLOCK 7

FIELD MEASUREMENT

LEGEND OF SYMBOLS & ABBREVIATIONS

(M)

XX

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X

XX

BLOCK 7

EXIT.HOUSE #229(UNDERCONSTRUCTION)S3

0°00

'00"

E

149.

86'(M

)

LOT 11

W.1

0 FT

. OF

LOT

9

LOT 10

HOUSE RUINED

PUBLIC ALLEY 20 FT. WD.

X

X

X

X

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S60°00'00"W 60.04'(M)SIROH

15" x 20"

SIROH

UTILITY NOTES:

ALL UTILITIES DEPICTED HEREON ARE FROM VISIBLE EVIDENCE.

SURVEYOR DID NOT CONTACT SUBSURFACE UTILITY LOCATOR

SERVICE.

THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN

ON THIS PLAN ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER

EXPRESSED OR IMPLIED AS TO THE

COMPLETENESS, EXACTNESS OF LOCATION OR ACCURACY

THEREOF.

THE CONTRACTOR / OWNER SHALL BE EXCLUSIVELY RESPONSIBLE

FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF

EXISTING UTILITIES AND PROPOSED UTILITIES CROSSINGS IN THE

FIELD PRIOR TO CONSTRUCTION OR ANY SITE MODIFICATION.

N60°00'00"E 410.32'(M)

BENCH MARK # 1STORM MANHOLERIM ELEVATION: 137.00(CITY OF DETROIT DATUM)

FIR

E

16" W

30" R

GAS

N60°00'00"E 36.50'

GAS (DEAD)

GAS (DEAD)

FIR(BLOCKCORNER)

LEGAL DESCRIPTION: (AS PROVIDED BY CLIENT)

PER WARRANTY DEED (G818610)

LEGAL DESCRIPTION

PARCELS OF LAND SITUATED IN THE CITY OF DETROIT, COUNTY OF WAYNE,

STATE OF MICHIGAN, KNOWN AND DESCRIBED AS FOLLOWS, TO WIT:

LOT 10 AND THE WEST 10 FEET OF LOT 9, BLOCK 7, OF BRUSH SUBDIVISION, OF

PART OF PARK LOTS 14 AND 15 AND PART OF BRUSH FARM ADJOINING, CITY OF

DETROIT, WAYNE COUNTY, MICHIGAN, LIBER 2, PAGE 25 OF WAYNE COUNTY

RECORDS.

COMMONLY KNOWN AS:

229 EDMUND PLACE, DETROIT

WAYNE COUNTY, MI 48201

LEGAL DESCRIPTION:

(PER QUIT CLAIM DEED L. 53946 P. 230)

LEGAL DESCRIPTION

THE FOLLOWING DESCRIBED PREMISES SITUATED IN THE CITY OF DETROIT,

COUNTY OF WAYNE AND STATE OF MICHIGAN, TO WIT:

N EDMUND PL 10 W 10 FT OF 9 BLK 7 BRUSH SUB L. 2 P. 5 PLATS, WCR 1/43 60 x

150.

PARCEL ID.: 01000717

COMMONLY KNOWN AS:

229 EDMUND PLACE, DETROIT

WAYNE COUNTY, MI 48201

FLOOD HAZARD NOTE:

THIS PROPERTY IS NOT LOCATED WITHIN THE FLOOD HAZARD AREAS

AS INDICATED BY "FIRM" THE FLOOD INSURANCE RATE MAP, MAP

NUMBER 26163C0285E, PANEL 285 OF 575

CITY OF DETROIT, WAYNE COUNTY, MICHIGAN.

COMMUNITY: CITY OF DETROIT

NUMBER: 260222 PANEL: 0285 SUFFIX: E

EFFECTIVE DATE: FEBRUARY 02, 2012

AS PREPARED BY THE NATIONAL FLOOD INSURANCE PROGRAM,

FEDERAL EMERGENCY MANAGEMENT AGENCY.

15" x 20"

OH

OH

OH

OH

LOCATION MAPNOT TO SCALE

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1

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4

W. 36.5 FT.OF THEE. 40 FT.OF LOT 9

3.54'

N30

°00'

00"W

14

9.86

'(M)

(VACANT)

S60°00'00"W 36.50'

SIR

SIR

POSSIBLEPROPOSEDFUTUREDEVELOPMENT AREA

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

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ES

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IN

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SIO

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1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

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DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

SURVEY

C1-00

12/19/2019 9:27:02 AM

Updated Survey of Two Lots

PR

OP

ER

TY

LIN

E

14

9'-

101

4"

LO

T D

EP

TH

24

'-1

0"

43

'-5

"3

5'-

6"

20

'-5

"2

3'-

4"

2'-

4"

60'-0" LOT WIDTH

4'-4"

46'-5" PROPOSED BUILDING WIDTH

43'-5" EXISTING BUILDING WIDTH

9'-3"

60'-0"

1'-0"55'-7"

3'-5"

EX

IST

ING

SE

TB

AC

KE

XIS

TIN

G S

TR

UC

TU

RE

PR

OP

OS

ED

AD

DIT

ION

RE

AR

YA

RD

PR

OP

OS

ED

GA

RA

GE

LOT WIDTH

12'-6"

EXISTING

SIDE YARD

4'-4"

SITE PLAN1 DR

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NO

.

DATE

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© CH ARCHITECTS 2018

DESCRIPTION

1. 02.09.18 CLIENT REVIEW2. 02.15.18 HDC AND CDC REVIEW3. 03.08.18 CPC SUBMISSION

22

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TS

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. DETROIT, MI 48201

313.825.2005 CHA-C.COM

SE

AL

22

9 E

DM

UN

D P

LA

CE

, D

ET

RO

IT,

MI

48

20

1

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

SITE PLAN

THE LOCATIONS OFEXISTING UNDERGROUNDUTILITIES ARE SHOWN IN ANAPPROXIMATE WAY. THECONTRACTOR SHALLDETERMINE THE EXACTLOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK.HE AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HISFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TOALL APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS,SPECIFICATIONS, AND GUIDELINESFOR CONSTRUCTION.

1. THIS SITE AND BUILDING PLAN IS DIAGRAMATIC IN NATURE.ALL BOUNDARIES, LOCATIONS, TOPOGRAPHY, LEGAL MEETSAND BOUNDS, IMPROVEMENTS, MONUMENTS, ETC. ARE TO BEVERIFIED BY THE OWNER'S LAND SURVEYOR AND CIVILENGINEER. REFER TO THE EXISITNG TOPOGRAPHIC SURVEY INTHIS DRAWING SET AS PROVIDED BY THE OWNER'S LANDSURVEYOR.

2. THE GENERAL CONTRACTOR IS TO VERIFY ALL SITECONDITIONS, PROPERTY BOUNDARIES, LOCATION OF ALLEXISTING AND NEW PHYSICAL IMPROVEMENTS, DIMENSIONS,GRADES AND MONUMENTS PRIOR TO THE COMMENCEMENTOF WORK. THE GENERAL CONTRACTOR IS TO HAVE THE SITE'STAKED-OUT' BY A PROFESSIONAL LAND SURVEYOR PRIORTO THE COMMENCEMENT OF WORK. REPORT ANYDISCREPANCIES TO THE ARCHITECT IMMEDIATELY FORRESOLUTION PRIOR TO THE COMMENCEMENT OF WORK.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THELATEST MICHIGAN DEPARTMENT OF TRANSPORTATIONDESIGN STANDARDS OR OF THE CITY OF DETROIT.

4. ALL DEBRIS AND EXCESS EXCAVATED MATERIAL MUST BELEGALLY DISPOSED OFF

5. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THERULES AND REGULATIONS PERTAINING TO SAFETYESTABLISHED BY OSHA AND ALL LOCAL CODES ANDREQUIREMENTS.

6. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTION TOPROTECT EXISTING UNDERGROUND UTILITIES ORSTRUCTURES NOT SCHEDULED FOR DEMOLITION. THECONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TOANY EXISTING UTILITIES NOT SCHEDULED FOR DEMOLITIONOR ABANDONMENT (WHETHER SHOWN ON THE PLAN OR NOT)DURING THE CONSTRICTION OF THIS PROJECT.

7. DEMOLITION EQUIPMENT SHALL BE SELECTED ANDOPERATED SUCH THAT STRUCTURES, UTILITIES AND OTHERWORK THAT ARE TO REMAIN WILL NOT BE DAMAGED ANDCAUSE INJURY TO WORKERS.

8. CONTRACTOR SHALL FILL BELOW GRADE, AREAS AND VOIDSRESULTING FROM DEMOLITION WORK. THESE AREAS SHALLBE FILLED WITH ENGINEERED FILLED OR SUITABLYEXCAVATED MATERIAL AND COMPACTED TO 95% OF MAXIMUMDENSITY (ASTM1557).

9. EXISTING PAVING AT ALLEY IS TO REMAIN IN PLACEWHENEVER POSSIBLE. PATCH, REPAIR AND REPLACE ANYROADWAY AREAS ADJACENT TO CONSTRUCTION DAMAGED BYCONSTRUCTION PROCESS TO EXISTING STANDARDS OFINSTALLED PAVING.

3 WORKING DAYS

BEFORE YOU DIG

CALL MISS DIG

1-800-482-7171

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

PROPERTY LINE

SEC. 61-11-14 INTENSITY AND DIMENSIONAL STANDARDS:

LOT DIMENSIONS, SETBACKS, HEIGHT LIMITATIONS, LOTCOVERAGE PERCENTAGES, AND FLOOR AREA RATIOS SHOULD BEAPPROPRIATE TO THE NATURE OF THE PROJECT AND RELATEWELL TO SURROUNDING DEVELOPMENT.

CONTRACTOR'S NOTEZONING PD-H NOTESYMBOLS

GENERAL NOTES

C1-01

May 2018 HDC Approved Site Plan

EXISITNG ALLEY

PR

OP

ER

TY

L

IN

E

N

EXISTING STRUCTURE

PROPOSED ADDITION

N

WA

LK

WA

Y

SIDEWALK

14

9'-1

0

1

4" L

OT

D

EP

TH

24

'-1

0"

43

'-5

"3

5'-6

"1

9'-7

"2

3'-6

"

3'-0

"

100'-1

3

4" LOT WIDTH

4'-4"

48'-5" PROPOSED BUILDING WIDTH

43'-5" EXISTING BUILDING WIDTH

47'-4

3

4"

60'-0"

75'-5"6'-0"

EX

IS

TIN

G S

ET

BA

CK

EX

IS

TIN

G S

TR

UC

TU

RE

PR

OP

OS

ED

A

DD

IT

IO

NR

EA

R Y

AR

DP

RO

PO

SE

D G

AR

AG

E

LOT WIDTH

12'-6"

EXISTING

SIDE YARD

4'-4"

36'-6"

E

XIS

TIN

G F

EN

CE

T

O R

EM

AIN

3'-0"3'-0"

16

'-6

"5

5'-2

1

4"

10

'-1

1

2"

9'-0"

36

'-1

0"

32

'-6

"

14'-7"

31'-5"

SITE PLAN

10'

12'4'

SCALE:3/32"=1'-0"

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

N

OT

ES

TR

UC

TU

RA

L E

NG

IN

EE

RM

EP

E

NG

IN

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22

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22

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D P

LA

CE

D

ET

RO

IT

, M

I 4

82

01

CP

C/ H

DC

S

UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

SITE PLAN

THE LOCATIONS OF

EXISTING UNDERGROUND

UTILITIES ARE SHOWN IN AN

APPROXIMATE WAY. THE

CONTRACTOR SHALL

DETERMINE THE EXACT

LOCATION OF ALL EXISTING

UTILITIES BEFORE COMMENCING WORK.

HE AGREES TO BE FULLY RESPONSIBLE FOR

ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO

ALL APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS,

SPECIFICATIONS, AND GUIDELINES

FOR CONSTRUCTION.

1. THIS SITE AND BUILDING PLAN IS DIAGRAMATIC IN NATURE.

ALL BOUNDARIES, LOCATIONS, TOPOGRAPHY, LEGAL MEETS

AND BOUNDS, IMPROVEMENTS, MONUMENTS, ETC. ARE TO BE

VERIFIED BY THE OWNER'S LAND SURVEYOR AND CIVIL

ENGINEER. REFER TO THE EXISITNG TOPOGRAPHIC SURVEY IN

THIS DRAWING SET AS PROVIDED BY THE OWNER'S LAND

SURVEYOR.

2. THE GENERAL CONTRACTOR IS TO VERIFY ALL SITE

CONDITIONS, PROPERTY BOUNDARIES, LOCATION OF ALL

EXISTING AND NEW PHYSICAL IMPROVEMENTS, DIMENSIONS,

GRADES AND MONUMENTS PRIOR TO THE COMMENCEMENT

OF WORK. THE GENERAL CONTRACTOR IS TO HAVE THE SITE

'STAKED-OUT' BY A PROFESSIONAL LAND SURVEYOR PRIOR

TO THE COMMENCEMENT OF WORK. REPORT ANY

DISCREPANCIES TO THE ARCHITECT IMMEDIATELY FOR

RESOLUTION PRIOR TO THE COMMENCEMENT OF WORK.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

LATEST MICHIGAN DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OR OF THE CITY OF DETROIT.

4. ALL DEBRIS AND EXCESS EXCAVATED MATERIAL MUST BE

LEGALLY DISPOSED OFF

5. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE

RULES AND REGULATIONS PERTAINING TO SAFETY

ESTABLISHED BY OSHA AND ALL LOCAL CODES AND

REQUIREMENTS.

6. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTION TO

PROTECT EXISTING UNDERGROUND UTILITIES OR

STRUCTURES NOT SCHEDULED FOR DEMOLITION. THE

CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO

ANY EXISTING UTILITIES NOT SCHEDULED FOR DEMOLITION

OR ABANDONMENT (WHETHER SHOWN ON THE PLAN OR NOT)

DURING THE CONSTRICTION OF THIS PROJECT.

7. DEMOLITION EQUIPMENT SHALL BE SELECTED AND

OPERATED SUCH THAT STRUCTURES, UTILITIES AND OTHER

WORK THAT ARE TO REMAIN WILL NOT BE DAMAGED AND

CAUSE INJURY TO WORKERS.

8. CONTRACTOR SHALL FILL BELOW GRADE, AREAS AND VOIDS

RESULTING FROM DEMOLITION WORK. THESE AREAS SHALL

BE FILLED WITH ENGINEERED FILLED OR SUITABLY

EXCAVATED MATERIAL AND COMPACTED TO 95% OF MAXIMUM

DENSITY (ASTM1557).

9. EXISTING PAVING AT ALLEY IS TO REMAIN IN PLACE

WHENEVER POSSIBLE. PATCH, REPAIR AND REPLACE ANY

ROADWAY AREAS ADJACENT TO CONSTRUCTION DAMAGED BY

CONSTRUCTION PROCESS TO EXISTING STANDARDS OF

INSTALLED PAVING.

3 WORKING DAYS

BEFORE YOU DIG CALL MISS DIG 1-800-482-7171

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

NEW CONSTRUCTION

EXISTING CONSTRUCTION

PROPERTY LINE

SEC. 61-11-14 INTENSITY AND DIMENSIONAL STANDARDS:

LOT DIMENSIONS, SETBACKS, HEIGHT LIMITATIONS, LOT

COVERAGE PERCENTAGES, AND FLOOR AREA RATIOS SHOULD BE

APPROPRIATE TO THE NATURE OF THE PROJECT AND RELATE

WELL TO SURROUNDING DEVELOPMENT.

CONTRACTOR'S NOTEZONING PD-H NOTESYMBOLS

GENERAL NOTES

C1-010' 12'4'

SCALE:3/32"=1'-0"

PROPOSED NEW FENCE WITH GATES

12/19/2019 9:27:46 AM

Proposed Site Plan

PJ

S S S S

S

S

SS

SS

S

CEILING MOUNTEDPOWER OUTLETFOR GARAGE DOOR

PJ PJ PJ PJ

PJ

1A2-01

1A2-01

1A2-01

1A2-01

S

PJJ P

PJ PJPJ

DN

55'-6"

1'-0"

6'-

8"

22

'-0

"

28

'-8

"

6'-

0"

23

'-4

"

8'-312" 5'-0" 12'-71

2" 2'-4" 12'-612" 5'-0" 6'-41

2" 1'-10"

8"

5'-

11

"1

'-1

0" 5'-

11

"5

'-0

"5

'-1

1"

1'-

10

"

16

'-1

0"

4'-634" 12'-3" 9'-101

4" 7'-814" 2'-4"2'-4"9" 7'-71

2" 9"2'-4" 5'-0"

3'-634" 13'-8" 37'-31

4"

UP

36'-614"

6'-

8"

22

'-0

"

6'-

0"

23

'-4

"

8"

1'-0" 1'-0" 8'-0" 2'-1012" 8'-0" 2'-101

2" 2'-1012" 2'-101

2" 2'-0"8'-0"8'-0"8'-0"

6'-

312"

20

'-6

"

10'-6" 10'-6" 10'-6" 10'-6" 10'-6"

1A2-01

1A2-01

1A2-01

1A2-01

13'-8"4'-634"

DR

AW

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NO

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DATE

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© CH ARCHITECTS 2018

DESCRIPTION

1. 02.09.18 CLIENT REVIEW2. 02.15.18 HDC AND CDC REVIEW3. 03.08.18 CPC SUBMISSION

22

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TS

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. DETROIT, MI 48201

313.825.2005 CHA-C.COM

SE

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22

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CE

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ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

GARAGE PLANS

FIRST LEVEL REFLECTED CEILING PLAN5

SECOND LEVEL REFLECTED CEILING PLAN4

ARCHITECTURE GENERAL NOTES

A4-01

1. ALL WALL ASSEMBLIES MAY OCCUR AT EXISTING FRAMINGLOCATIONS TO REMAIN. ALL ASSEMBLIES, EXISTING OR NEW,ARE TO PERFORM ACCORDING TO ASSEMBLY DETAILS,ASSOCIATED UL RATINGS AND SPECIFICATIONS.

2. WHERE A NEW ASSEMBLY IS TO COORDINATE WITH ANEXISTING ASSEMBLY, MAKE ALL NECESSARY PREPARATIONSTO ENSURE SMOOTH, CONSISTENT AND UN-NOTICABLEFINISH ACROSS ENTIRE SURFACE.

3. FIRE-SEAL / FIRE-CAULK SEALANT TO BE INSTALLED AT ALLINTERSECTIONS, CONSTRUCTION ASSEMBLIES,PENETRATIONS, OR AS REQUIRED TO COMPLETEFIRE-BLOCKING CLOSURES AS PER APPLICABLE BUILDINGCODE.

4. ALL WALL ASSEMBLIES LOCATED AT OR ADJACENT TO ANEXISTING EXTERIOR WALL, OR ARE LOCATED ADJACENT TO A'COLD-ZONE', ARE TO RECEIVE A MINIMUM OF R-21INSULATION, WITH VAPOR BARRIER (WARM SIDE), PER CODE.

5. ALL LOCATIONS OF CEMENTITIOUS TILE BACKER BOARD ARETO BE COORDINATED WITH THE OWNER AND SCHEDULEDWALL ASSEMBLY. MAINTAIN ALL REQUIRED FIRE RATINGSACCORDING TO WALL ASSEMBLY DETAILS, ASSOCIATED ULRATINGS AND SPECIFICATIONS.

6. GENERAL CONTRACTOR PROVIDE BLOCKING WHEREREQUIRED TO SUPPORT MILLWORK, EQUIPMENT OR OTHERFINISHES.

FIRST LEVEL ARCHITECTURE PLAN3

SECOND LEVEL ARCHITECTURE PLAN2

ROOF LEVEL ARCHITECTURE PLAN1

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

RCP GENERAL NOTES

RCP SYMBOLS

FIXTURE 'C'UNDER CABINET FIXTURE

FIXTURE 'D'DIRECTIONAL LIGHT

FIXTURE 'R'RECESSED DOWNLIGHT

FIXTURE 'P'PENDANT FIXTURE

J

FIXTURE 'S'WALL SCONCE

FIXTURE 'EF'EXHAUST FAN

1. GENERAL CONTRACTOR TO VERIFY EXTENT OF EXISTINGCONSTRUCTION IN FIELD. GENERAL CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ARCHITECT OF ANY AS-BUILTCONDITIONS CONTRARY TO THOSE SHOWN OR INFERREDFROM THESE DRAWINGS.

2. ALL EXIT SIGNS ARE TO MATCH BUILDING STANDARDS.

3. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORKABOVE THE CEILING SHALL BE LOCATED TO MINIMIZEREQUIRED ACCES IN INACCESSIBLE CEILING AREAS.GENERAL CONTRACTOR SHALL SUBMIT COORDINATEDLAYOUT DRAWINGS FOR ALL REQUIRED ACCESS PANELS TOARCHITECT FOR REVIEW PRIOR TO FRAMING. GENERALCONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY UPONDISCOVERY OF ANY ACCESS PANEL REQUIREMENTS NOTSHOWN ON THE COORDINATION DRAWINGS.

4. INSTALL SIGHT BAFFLES PAINTED FLAT BLACK AT RETURNAIR SLOTS.

5. ALL DIFFUSERS, SMOKE DETECTORS, ELECTRICAL DEVICES,FACE PLATES, SPEAKER GRILLES, AND OTHER DEVICESSHALL BE WHITE UNLESS NOTED OTHERWISE OR DIRECTEDBY OWNER.

6. ALL WALL SCONCES TO ADHERE TO PROJECTIONREQUIREMENTS PER ALL APPLICABLE CODES IN ALLREQUIRED LOCATIONS.

FIXTURE 'F'FLUSH MOUNT

FIXTURE 'W'RECESSED DOWNLIGHT (WATER-RESISTANT)

May 2018 HDCApproved Garage Plans

24

26

24

3'-

6"

##

#

1'-

012"

00

4

8'-

11

"9

'-1

34"

2

26

2

4

24

6

24

24

24

1'-

114"

SE-00

SE-01

SE-02

SE-03

SE-04

SE-05

SE-06

SE-07

SE-08

SE-09

SE-10

SE-11

SE-12

SE-13

SE-14

FOUNDATION PLANS1 DR

AW

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NO

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DATE

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© CH ARCHITECTS 2018

DESCRIPTION

1. 02.09.18 CLIENT REVIEW2. 02.15.18 HDC AND CDC REVIEW3. 03.08.18 CPC SUBMISSION

22

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CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. DETROIT, MI 48201

313.825.2005 CHA-C.COM

SE

AL

22

9 E

DM

UN

D P

LA

CE

, D

ET

RO

IT,

MI

48

20

1

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

A4-02

GARAGESTRUCTURAL

PLANS

SECOND LEVEL FRAMING2

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

STRUCTURAL GENERAL NOTES

SYMBOLS

ROOF FRAMING3

ROOF MEMBRANE OVER MINIMUM 4" THICK SLOPEDINSULATION

BLACK ALUMINUM PARAPET FLASHING

SQUARED PATTERN GRAY-GREEN SLATE ROOF AT NEWMANSARD

2X4 BLOCKING BETWEEN RAFTER TAILS

COPPER FLASHING

PAINTED WOOD TRIM

PAINTED POLYURETHANE TRIM

BRICK VENEER SIDING

2x6 WOOD STUD WALL WITH R-21 BATT INSULATIONBETWEEN STUDS

2X4 WOOD STUD WALL SUPPORTING ROOF FRAMING

2X4 PRESSURE TREATED SILL PLATE OVER SILL SEALER,SECRUED THROUGH CONCRETE BLOCK INTO CONCRETETRENCH FOOTING BELOW WITH NUT AND WASHER OVER12" DIAMETER X 18" ANCHOR BOLTS AT 6'-0" ON CENTER,NOT MORE THAN 12" OR LESS THAN 7 BOLT DIAMETERSFROM EACH END OF ALL SILL PLATES

4" x 8" x 16" CMU BLOCK, GROUT SOLID

METAL FLASHING WITH WEEP HOLES IN MORTAR

CONCRETE TRENCH FOOTING 1'-0' WIDE X 3'-6" DEEP,WITH BOTTOM OF FOOTING LOCATED AT MINIMUM 42"BELOW GRADE OVER UNDISTURBED SOIL. #5REINFORCING BARS BOTTOM INSTALLED WITH 3" COVER.

INSTALL 2" RIGID INSULATION OVER DRAINAGE BOARDOVER 6 MIL PLASTIC SHEETING (CONTINUOUS) OVERFLUID APPLIED WATERPROOFING MEMBRANE.

SECTION KEY NOTES

SE00

SE01

SE02

SE03

SE04

SE05

SE06

SE07

SE08

SE09

SE10

SE11

SE12

SE13

SE14

May 2018 HDC Approved Garage Plans

23

'-8

"2

'-6

"

17'-0" 23'-4"35'-0"

75'-4"

1'-0" 10'-4" 2'-0" 9'-8" 2'-0" 9'-8" 6'-0" 9'-8" 2'-0" 9'-8" 2'-0" 10'-4" 1'-0"

001

001

001 001

001002001

3

A3-01

1

A3-01

002 002 002 002

3

A5-01

TYP.

6'-4"

11

"2

1'-1

0"

11'-2

1

2" 11'-3"11'-3" 11'-2

1

2"

1

A2-01

4

A2-01

3

A2-01

2

A2-01

11'-2

1

2"

75'-4"

11'-7

1

2"

6'-6"

23'-4"17'-0"

11'-0"8'-7"9'-3"11'-0"11'-0"

C

L

C

L

C

L

C

L

C

L

11

"

101.1 102.1 103.1

104.1

105.1 106.1

101.2102.2 103.2 104.2 105.2 106.2

6'-6"

2'-6

"

104.4

35'-0"

11'-8" 11'-8" 16'-0" 11'-8" 11'-8" 6'-4"

C

L

C

L

C

L

C

L

C

L

C

L

C

L

3'-6"

23

'-8

"

A2 A2 A2 A2 A2A2

3

A3-01

2

A3-01

GARAGE

101

GARAGE

102

GARAGE

103

GARAGE

104

GARAGE

105

GARAGE

106

104.3

CLOSET

A2

1

A3-01

11'-6"

C

L

UP

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

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IN

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CP

C/ H

DC

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UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

ARCHITECTURE

PLANS

A1-11

FOUNDATION PLAN

0'4'

1'

SCALE:1/4"=1'-0"

2

FIRST LEVEL ARCHITECTURE PLAN

0' 4'1'

SCALE:1/4"=1'-0"

1

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

DEMISING LINE

ARCHITECTURE GENERAL NOTES

SYMBOLS

1. ALL ASSEMBLIES ARE TO PERFORM ACCORDING TO

ASSEMBLY DETAILS, ASSOCIATED UL RATINGS AND

SPECIFICATIONS.

2. FIRE-SEAL / FIRE-CAULK SEALANT TO BE INSTALLED AT

ALL INTERSECTIONS, CONSTRUCTION ASSEMBLIES,

PENETRATIONS, OR AS REQUIRED TO COMPLETE

FIRE-BLOCKING CLOSURES AS PER APPLICABLE

BUILDING CODE.

3. ALL WALL ASSEMBLIES LOCATED AT OR ADJACENT TO

AN EXISTING EXTERIOR WALL, OR ARE LOCATED

ADJACENT TO A 'COLD-ZONE', ARE TO RECEIVE A

MINIMUM OF R-21 INSULATION, WITH VAPOR BARRIER

(WARM SIDE), PER CODE.

4. ALL LOCATIONS OF CEMENTITIOUS TILE BACKER BOARD

ARE TO BE COORDINATED WITH THE OWNER AND

SCHEDULED WALL ASSEMBLY. MAINTAIN ALL REQUIRED

FIRE RATINGS ACCORDING TO WALL ASSEMBLY DETAILS,

ASSOCIATED UL RATINGS AND SPECIFICATIONS.

5. GENERAL CONTRACTOR PROVIDE BLOCKING WHERE

REQUIRED TO SUPPORT MILLWORK, EQUIPMENT OR

OTHER FINISHES.

NEW WALL CONSTRUCTION

(WOOD FRAMED)

NEW VENEER WALL CONSTRUCTION

(BRICK/ WOOD FRAMING)

20" x 42" DEEP (MIN.) TRENCH FOOTING WITH (3) #5

TOP AND BOTTOM.

12" DEEP THICKENED SLAB WITH (3) #5 TOP AND

BOTTOM. REFER TO DRAWING FOR WIDTH.

ARCHITECTURE PLAN KEY NOTES

001

002

NOTE: SOME KEY NOTES MAY NOT BE APPLICABLE.

12/19/2019 9:33:38 AM

Proposed GaragePlans

2.05

2.10

2.11

2.07

2.092.08

MASTER

BEDROOOM

210

W.I.C.

211

MASTER

BATH

209

BEDROOOM

208

BATH

207

LAUNDRY

206

KITCHEN

201

DINING

202

DEN

204

CORRIDOR

205

2.03

2.04

2.12

2.13

2.14

3

A3-01

2

A3-01

1

A3-01

1

A5-01

75'-4"

11'-3" 12'-0"11'-0" 8'-6"8'-6" 5'-6"

35'-0" 17'-0"23'-4"

9"

5'-10"

C

L

C

L

C

L

C

L

23

'-8

"

19

'-8

"

7'-0

"

7'-0

"

9'-8

"

C

L

C

L

2'-0

"2

'-0

"

12'-5" 13'-1" 2'-0" 6'-0"

12

'-5

3

4"

6'-9

3

4"

3'-3

"

8'-1

0

1

4"

3'-0

"

5'-5

3

4"

6'-9

1

2" 10'-2

1

2" 9'-8

1

4" 3'-0"

3'-8

"9

'-0

"5

'-1

0"

C

L

C

L

2'-0

"2

'-0

"

210.2

205.4

205.6

205.3

206.1

205.2

205.1

208.1

12'-2" 12'-9"

C

L

C

L

12'-9" 12'-9" 13'-11" 11'-0"

C

L

C

L

C

L

L

2.01

LIVING

203

2.02

203.1

6'-6"5'-6"

C

L

C

L

210.1

FURN.

W.H.

4'-0

"4

'-6

"

3'-7" 11'-6

1

2"

1'-5

"

3'-0"

201.1

205.5

5'-0

"

C

L

3

A3-01

1

A3-01

1

A5-01

001

001

002 002003

001

003

TYP. TYP.

003

TYP.

004 004

005

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

N

OT

ES

TR

UC

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IN

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RM

EP

E

NG

IN

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22

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22

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82

01

CP

C/ H

DC

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UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

ARCHITECTURE

PLANS

A1-12

ARCHITECTURE PLAN KEY NOTES

SECOND LEVEL ARCHITECTURE PLAN

0'4'

1'

SCALE:1/4"=1'-0"

2

ROOF LEVEL ARCHITECTURE PLAN

0' 4'1'

SCALE:1/4"=1'-0"

1

NOTE: SOME SYMBOLS MAY NOT BE APPLICABLE.

DEMISING LINE

ARCHITECTURE GENERAL NOTES

SYMBOLS

1. ALL ASSEMBLIES ARE TO PERFORM ACCORDING TO

ASSEMBLY DETAILS, ASSOCIATED UL RATINGS AND

SPECIFICATIONS.

2. FIRE-SEAL / FIRE-CAULK SEALANT TO BE INSTALLED AT

ALL INTERSECTIONS, CONSTRUCTION ASSEMBLIES,

PENETRATIONS, OR AS REQUIRED TO COMPLETE

FIRE-BLOCKING CLOSURES AS PER APPLICABLE

BUILDING CODE.

3. ALL WALL ASSEMBLIES LOCATED AT OR ADJACENT TO

AN EXISTING EXTERIOR WALL, OR ARE LOCATED

ADJACENT TO A 'COLD-ZONE', ARE TO RECEIVE A

MINIMUM OF R-21 INSULATION, WITH VAPOR BARRIER

(WARM SIDE), PER CODE.

4. ALL LOCATIONS OF CEMENTITIOUS TILE BACKER BOARD

ARE TO BE COORDINATED WITH THE OWNER AND

SCHEDULED WALL ASSEMBLY. MAINTAIN ALL REQUIRED

FIRE RATINGS ACCORDING TO WALL ASSEMBLY DETAILS,

ASSOCIATED UL RATINGS AND SPECIFICATIONS.

5. GENERAL CONTRACTOR PROVIDE BLOCKING WHERE

REQUIRED TO SUPPORT MILLWORK, EQUIPMENT OR

OTHER FINISHES.

NEW WALL CONSTRUCTION

(WOOD FRAMED)

NEW VENEER WALL CONSTRUCTION

(BRICK/ WOOD FRAMING)

001PRESSURE SENSITIVE PARAPET CAP. REFER TO

FINISH SCHEDULE AND SPECIFICATIONS FOR PAINT

COLOR AND FINISH. SLOPE TO ROOF.

GRAY-GREEN ROOF SLATE.

ARCHED-ROOF DORMER WITH COPPER ROOF AND

FLASHING AND PAINTED WOOD TRIM.

PAINTED WOOD EAVE TRIM WITH ALUMINUM

FLASHING.

COPPER DOWNSPOUT AND GUTTER.

002

003

004

005

NOTE: SOME KEY NOTES MAY NOT BE APPLICABLE.

12/19/2019 9:28:29 AM

Proposed Garage Plans

ROOF

ELEV: +21'-0" (ABOVE GRADE)

SECOND LEVEL

ELEV: +10'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: 0'-0" (GRADE)

10

'-0

"1

1'-

0"

STAIR TOWER ROOF

ELEV: +23'-0" (ABOVE GRADE)

2'-

0"

EL04

EL05

EL06

EL01

EL02

EL03

ROOF

ELEV: +21'-0" (ABOVE GRADE)

SECOND LEVEL

ELEV: +10'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: 0'-0" (GRADE)

10

'-0

"1

1'-

0"

STAIR TOWER ROOF

ELEV: +23'-0" (ABOVE GRADE)

2'-

0"

EL07

EL08

EL09

DR

AW

ING

NO

.

DATE

RE

VIS

ION

S

© CH ARCHITECTS 2018

DESCRIPTION

1. 02.09.18 CLIENT REVIEW2. 02.15.18 HDC AND CDC REVIEW3. 03.08.18 CPC SUBMISSION

22

9 E

DM

UN

D P

LA

CE

CO

NS

TR

UC

TIO

N D

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UM

EN

TS

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. DETROIT, MI 48201

313.825.2005 CHA-C.COM

SE

AL

22

9 E

DM

UN

D P

LA

CE

, D

ET

RO

IT,

MI

48

20

1

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

GARAGEEXTERIOR

ELEVATIONS

A4-03NORTH ELEVATION3

SOUTH ELEVATION1

WEST ELEVATION4

EAST ELEVATION2

1. ALL KEYNOTE / CALLOUTS INDICATE AREAS OF WORK TO BECOMPLETED, BUT MAY NOT COVER / INCLUDE EVERYINSTANCE NECESSARY. CONTRACTOR TO FIELD VERIFY ANDDOCUMENT ALL CONDITIONS (INTERIOR AND EXTERIOR)PRIOR TO RENOVATION TO DETERMINE TOTAL SCOPE OFWORK. WHERE DISCREPANCIES BETWEEN THESEDOCUMENTS AND THE CONTRACTORS VERIFICATION / SCOPEOF WORK EXIST, ALERT THE ARCHITECT IMMEDIATELY FORREVIEW AND APPROVAL.

2. CONTRACTOR IS TO CLEAN ALL MASONRY AND STONEFOLLOWING UPON COMPLETION OF ALL EXTERIOR SCOPESOF WORK. CONTRACTOR IS TO SEAL ALL EXTERIOR MASONRYAFTER RESTORATION.

3. CONTRACTOR TO FIELD VERIFY ALL WINDOW AND DOOROPENING (MASONRY OR OTHER) DIMENSIONS.

4. ALL WINDOWS ARE TO BE ALUMINUM CLAD WOOD WINDOWSWITH ONE-PIECE INTEGRAL BRICK MOULD BY KELLYWINDOWS AND DOORS OF DETROIT MICHIGAN. SASH ANDFRAME COLOR ARE TO BE BLACK, UNLESS OTHERWISENOTED. REFER TO DOOR AND WINDOW SCHEDULES.

5. PREPARE ALL WINDOW AND DOOR OPENINGS WITHCONTINUOUS FLEXIBLE FLASHING APPROPRIATE FOR THEASSEMBLY, MATERIAL AND APPLICATION. REFER TOSPECIFICATIONS.

6. ALL ENTRY DOORS ARE TO BE PAINT GRADE SOLID WOODDOORS AND FRAMES, UNLESS OTHERWISE NOTED.

7. ALL WOOD IS TO BE PAINT GRADE, PRIMED ON FOUR (4)SIDES AND RECEIVE NO LESS THAN TWO (2) COATS OF PAINT.CONTRACTOR IS TO PRIME ALL EXPOSED END-GRAIN PRIORTO INSTALLATION. COLORS ARE TO BE SELECTED BY OWNERFROM THE DETROIT HISTORIC DISTRICT COLOR AND STYLEGUIDE, COLOR SYSTEM B.

8. NEW SLATE ROOF, GREY GREEN COLOR. HIPS ARE TO BESLATE, VALLEYS AND FLASHINGS ARE TO BE COPPER.INSTALL OVER PROPER UNDERLAYMENTS PERMANUFACTURER'S INSTALLATION AND WARRANTYREQUIREMENTS, PROVIDE ICE AND WATER SHIELD AT ALLEAVES TO A MINIMUM DISTANCE OF 24" BEYOND INTERIORFACE OF FINISHED WALL UP ROOF SLOPE. ROOFINGASSEMBLY IS TO ACHIEVE A 30 YEAR WARRANTY.

9. VENTILATE ROOFING ASSEMBLY PER CODE. VENTING IS TOOCCUR THROUGH EACH RAFTER CAVITY FROM VENTSLOCATED IN SOFFIT AND EXPELLED THROUGH VENTASSEMBLY AT ROOF CURB THROUGH FULLY BAFFLEDRAFTER CAVITIES.

ELEVATION GENERAL NOTES

EL01 NEW GRAY-GREEN ROOF SLATE.

ARCHED-ROOF DORMER WITH COPPER ROOF ANDFLASHING AND PAINTED WOOD TRIM.

ALUMINUM CLAD WOOD WINDOWS.

PAINTED WOOD EAVE TRIM WITH COPPER FLASHING.

BRICK TO MATCH MAIN HOUSE IN COLOR ANDDIMENSIONS.

CAST STONE DOOR HEADER.

COPPER DOWNSPOUT AND GUTTER.

WOOD TRIM AT GARAGE DOOR HEADER BEAM.

SECTIONAL GARAGE DOOR.

ELEVATION KEY NOTESNOTE: SOME KEY NOTES MAY NOT BE APPLICABLE.

EL02

EL03

EL04

EL05

EL06

EL07

EL08

EL09

EL16

EL17

EL18

EL19

EL20

EL21

EL22

EL14

EL15

EL23

May 2018 HDC Approved Elevations

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

N

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ES

TR

UC

TU

RA

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IN

EE

RM

EP

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IN

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R

22

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RO

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82

01

CP

C/ H

DC

S

UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

EXTERIOR

ELEVATIONS

A2-00

SOUTH FRONT ELEVATION

10' 6'2'

SCALE:3/16"=1'-0"

EAST SIDE ELEVATION

20' 6'2'

SCALE:3/16"=1'-0"

NORTH REAR ELEVATION

30' 6'2'

SCALE:3/16"=1'-0"

WEST SIDE ELEVATION

40' 6'2'

SCALE:3/16"=1'-0"

12/19/2019 9:28:40 AM

Proposed Elevations with New Garage

001

002

003

004

005

006

007

008

3

A3-01

1

A3-01

1

A5-01

009

014

013

004

SECOND LEVEL

ELEV: 0'-0" (GRADE)

ELEV: +12'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: +25'-8" (ABOVE GRADE)

LOW ROOF PARAPET

ELEV: +33'-10"(ABOVE GRADE)

HIGH ROOF PARAPET

015

015

001

003

004

005

006

007

SECOND LEVEL

ELEV: 0'-0" (GRADE)

ELEV: +12'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: +25'-8" (ABOVE GRADE)

LOW ROOF PARAPET

015

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

N

OT

ES

TR

UC

TU

RA

L E

NG

IN

EE

RM

EP

E

NG

IN

EE

R

22

9 E

DM

UN

D P

LA

CE

22

9 E

DM

UN

D P

LA

CE

D

ET

RO

IT

, M

I 4

82

01

CP

C/ H

DC

S

UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

EXTERIOR

ELEVATIONS

A2-01

SOUTH ELEVATION

0' 4'1'

SCALE:1/4"=1'-0"

1

EAST ELEVATION

0' 4'1'

SCALE:1/4"=1'-0"

2

1. ALL KEYNOTE / CALLOUTS INDICATE AREAS OF WORK TO

BE COMPLETED, BUT MAY NOT COVER / INCLUDE EVERY

INSTANCE NECESSARY. CONTRACTOR TO FIELD VERIFY

AND DOCUMENT ALL CONDITIONS (INTERIOR AND

EXTERIOR) PRIOR TO RENOVATION TO DETERMINE

TOTAL SCOPE OF WORK. WHERE DISCREPANCIES

BETWEEN THESE DOCUMENTS AND THE CONTRACTORS

VERIFICATION / SCOPE OF WORK EXIST, ALERT THE

ARCHITECT IMMEDIATELY FOR REVIEW AND APPROVAL.

2. CONTRACTOR IS TO CLEAN ALL MASONRY AND STONE

FOLLOWING UPON COMPLETION OF ALL EXTERIOR

SCOPES OF WORK. CONTRACTOR IS TO SEAL ALL

EXTERIOR MASONRY AFTER RESTORATION.

3. CONTRACTOR TO FIELD VERIFY ALL WINDOW AND DOOR

OPENING (MASONRY OR OTHER) DIMENSIONS.

4. ALL WINDOWS ARE TO BE ALUMINUM CLAD WOOD

WINDOWS WITH ONE-PIECE INTEGRAL BRICK MOULD BY

KELLY WINDOWS AND DOORS OF DETROIT MICHIGAN.

SASH AND FRAME COLOR ARE TO BE BLACK, UNLESS

OTHERWISE NOTED. REFER TO DOOR AND WINDOW

SCHEDULES.

5. PREPARE ALL WINDOW AND DOOR OPENINGS WITH

CONTINUOUS FLEXIBLE FLASHING APPROPRIATE FOR

THE ASSEMBLY, MATERIAL AND APPLICATION. REFER TO

SPECIFICATIONS.

6. ALL ENTRY DOORS ARE TO BE PAINT GRADE SOLID

WOOD DOORS AND FRAMES, UNLESS OTHERWISE

NOTED.

7. ALL WOOD IS TO BE PAINT GRADE, PRIMED ON FOUR (4)

SIDES AND RECEIVE NO LESS THAN TWO (2) COATS OF

PAINT. CONTRACTOR IS TO PRIME ALL EXPOSED

END-GRAIN PRIOR TO INSTALLATION. COLORS ARE TO BE

SELECTED BY OWNER FROM THE DETROIT HISTORIC

DISTRICT COLOR AND STYLE GUIDE, COLOR SYSTEM B.

8. NEW SLATE ROOF, GREY GREEN COLOR. HIPS ARE TO BE

SLATE, VALLEYS AND FLASHINGS ARE TO BE COPPER.

INSTALL OVER PROPER UNDERLAYMENTS PER

MANUFACTURER'S INSTALLATION AND WARRANTY

REQUIREMENTS, PROVIDE ICE AND WATER SHIELD AT

ALL EAVES TO A MINIMUM DISTANCE OF 24" BEYOND

INTERIOR FACE OF FINISHED WALL UP ROOF SLOPE.

ROOFING ASSEMBLY IS TO ACHIEVE A 30 YEAR

WARRANTY.

9. VENTILATE ROOFING ASSEMBLY PER CODE. VENTING IS

TO OCCUR THROUGH EACH RAFTER CAVITY FROM

VENTS LOCATED IN SOFFIT AND EXPELLED THROUGH

VENT ASSEMBLY AT ROOF CURB THROUGH FULLY

BAFFLED RAFTER CAVITIES.

ELEVATION GENERAL NOTES

001ALUMINUM PARAPET CAP- LIMESTONE COLOR, OR TO

MATCH SHINGLE COLOR.

GRAY-GREEN ROOF SLATE.

ARCHED-ROOF DORMER WITH COPPER ROOF AND

FLASHING AND PAINTED WOOD TRIM.

ALUMINUM CLAD WOOD WINDOWS.

PAINTED WOOD EAVE TRIM WITH COPPER FLASHING.

CAST STONE SILL.

BRICK TO MATCH MAIN HOUSE IN COLOR AND

DIMENSIONS.

CAST STONE DOOR HEADER.

CAST STONE WINDOW SURROUND.

COPPER DOWNSPOUT AND GUTTER.

WOOD TRIM AT GARAGE DOOR HEADER BEAM.

SECTIONAL GARAGE DOOR.

SHED ROOF DORMER WITH COPPER ROOF AND

FLASHING AND PAINTED WOOD TRIM

CAST IRON GUARDRAIL BOLTED TO BRICK VENEER

FACE

SYNTHETIC CORNICE MOLDING. PAINT.

ELEVATION KEY NOTES

NOTE: SOME KEY NOTES MAY NOT BE APPLICABLE.

002

003

004

005

006

007

008

009

010

011

012

013

014

015

12/19/2019 9:28:51 AM

Proposed Garage Elevations

001

002

003

004

005

006

007

010

011

012

010

SECOND LEVEL

ELEV: 0'-0" (GRADE)

ELEV: +12'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: +25'-8" (ABOVE GRADE)

LOW ROOF PARAPET

ELEV: +33'-10"(ABOVE GRADE)

HIGH ROOF PARAPET

1

A5-01

SIM.

3

A3-01

SECOND LEVEL

ELEV: 0'-0" (GRADE)

ELEV: +12'-0" (ABOVE GRADE)

FIRST FLOOR

ELEV: +25'-8" (ABOVE GRADE)

LOW ROOF PARAPET

ELEV: +33'-10"(ABOVE GRADE)

HIGH ROOF PARAPET

001

003

004

005

006

007

015

© CHRISTIAN HURTTIENNE ARCHITECTS 2019

CHRISTIAN HURTTIENNE ARCHITECTS

2111 WOODWARD AVE. #201 DETROIT, MI 48201

313.825.2005 CHA-C.COM

ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) ARE TO VERIFY AND

COORDINATE ALL CONDITIONS, DIMENSIONS, QUANTITIES AND

DETAILS, STATED OR NOT, WITHIN THESE DRAWINGS AND WITHIN

THE SPECIFICATIONS BEFORE COMMENCING WITH THE WORK. IF A

DIMENSIONAL ERROR OR CONFLICT OCCURS BETWEEN THESE

DRAWINGS, THE SPECIFICATIONS OR THE EXISTING / PROPOSED

CONDITIONS, IT SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH THE

WORK. ANY PARTY (GENERAL CONTRACTOR, SUB-CONTRACTORS,

MEMBERS OR AGENTS OF EITHER OR BOTH) WHO FAIL TO DO SO

TAKE FULL RESPONSIBILITY OF ANY ERRORS, CONFLICTS,

SCHEDULE AND COST IMPLICATIONS.

CO

NT

RA

CT

OR

N

OT

ES

TR

UC

TU

RA

L E

NG

IN

EE

RM

EP

E

NG

IN

EE

R

22

9 E

DM

UN

D P

LA

CE

22

9 E

DM

UN

D P

LA

CE

D

ET

RO

IT

, M

I 4

82

01

CP

C/ H

DC

S

UB

MIS

SIO

N

1. 02.09.18 CLIENT REVIEW

2. 02.15.18 HDC AND CDC REVIEW

3. 03.08.18 CPC SUBMISSION

4. 08.13.18 PERMIT SUBMISSION

5. 09.06.18 CDC REVIEW

6. 10.31.18 OWNER UPDATES

7. 12.17.19 CPC/HDC SUBMISSION

RE

VIS

IO

NS

DATEDESCRIPTION

SE

AL

DR

AW

IN

G N

O.

SYSTEMS SOLUTIONConsultant

EXTERIOR

ELEVATIONS

A2-02

NORTH ELEVATION

0' 4'1'

SCALE:1/4"=1'-0"

2

WEST ELEVATION

0' 4'1'

SCALE:1/4"=1'-0"

1

1. ALL KEYNOTE / CALLOUTS INDICATE AREAS OF WORK TO

BE COMPLETED, BUT MAY NOT COVER / INCLUDE EVERY

INSTANCE NECESSARY. CONTRACTOR TO FIELD VERIFY

AND DOCUMENT ALL CONDITIONS (INTERIOR AND

EXTERIOR) PRIOR TO RENOVATION TO DETERMINE

TOTAL SCOPE OF WORK. WHERE DISCREPANCIES

BETWEEN THESE DOCUMENTS AND THE CONTRACTORS

VERIFICATION / SCOPE OF WORK EXIST, ALERT THE

ARCHITECT IMMEDIATELY FOR REVIEW AND APPROVAL.

2. CONTRACTOR IS TO CLEAN ALL MASONRY AND STONE

FOLLOWING UPON COMPLETION OF ALL EXTERIOR

SCOPES OF WORK. CONTRACTOR IS TO SEAL ALL

EXTERIOR MASONRY AFTER RESTORATION.

3. CONTRACTOR TO FIELD VERIFY ALL WINDOW AND DOOR

OPENING (MASONRY OR OTHER) DIMENSIONS.

4. ALL WINDOWS ARE TO BE ALUMINUM CLAD WOOD

WINDOWS WITH ONE-PIECE INTEGRAL BRICK MOULD BY

KELLY WINDOWS AND DOORS OF DETROIT MICHIGAN.

SASH AND FRAME COLOR ARE TO BE BLACK, UNLESS

OTHERWISE NOTED. REFER TO DOOR AND WINDOW

SCHEDULES.

5. PREPARE ALL WINDOW AND DOOR OPENINGS WITH

CONTINUOUS FLEXIBLE FLASHING APPROPRIATE FOR

THE ASSEMBLY, MATERIAL AND APPLICATION. REFER TO

SPECIFICATIONS.

6. ALL ENTRY DOORS ARE TO BE PAINT GRADE SOLID

WOOD DOORS AND FRAMES, UNLESS OTHERWISE

NOTED.

7. ALL WOOD IS TO BE PAINT GRADE, PRIMED ON FOUR (4)

SIDES AND RECEIVE NO LESS THAN TWO (2) COATS OF

PAINT. CONTRACTOR IS TO PRIME ALL EXPOSED

END-GRAIN PRIOR TO INSTALLATION. COLORS ARE TO BE

SELECTED BY OWNER FROM THE DETROIT HISTORIC

DISTRICT COLOR AND STYLE GUIDE, COLOR SYSTEM B.

8. NEW SLATE ROOF, GREY GREEN COLOR. HIPS ARE TO BE

SLATE, VALLEYS AND FLASHINGS ARE TO BE COPPER.

INSTALL OVER PROPER UNDERLAYMENTS PER

MANUFACTURER'S INSTALLATION AND WARRANTY

REQUIREMENTS, PROVIDE ICE AND WATER SHIELD AT

ALL EAVES TO A MINIMUM DISTANCE OF 24" BEYOND

INTERIOR FACE OF FINISHED WALL UP ROOF SLOPE.

ROOFING ASSEMBLY IS TO ACHIEVE A 30 YEAR

WARRANTY.

9. VENTILATE ROOFING ASSEMBLY PER CODE. VENTING IS

TO OCCUR THROUGH EACH RAFTER CAVITY FROM

VENTS LOCATED IN SOFFIT AND EXPELLED THROUGH

VENT ASSEMBLY AT ROOF CURB THROUGH FULLY

BAFFLED RAFTER CAVITIES.

ELEVATION GENERAL NOTES

001ALUMINUM PARAPET CAP- LIMESTONE COLOR, OR TO

MATCH SHINGLE COLOR.

GRAY-GREEN ROOF SLATE.

ARCHED-ROOF DORMER WITH COPPER ROOF AND

FLASHING AND PAINTED WOOD TRIM.

ALUMINUM CLAD WOOD WINDOWS.

PAINTED WOOD EAVE TRIM WITH COPPER FLASHING.

CAST STONE SILL.

BRICK TO MATCH MAIN HOUSE IN COLOR AND

DIMENSIONS.

CAST STONE DOOR HEADER.

CAST STONE WINDOW SURROUND.

COPPER DOWNSPOUT AND GUTTER.

WOOD TRIM AT GARAGE DOOR HEADER BEAM.

SECTIONAL GARAGE DOOR.

SHED ROOF DORMER WITH COPPER ROOF AND

FLASHING AND PAINTED WOOD TRIM

CAST IRON GUARDRAIL BOLTED TO BRICK VENEER

FACE

SYNTHETIC CORNICE MOLDING. PAINT.

ELEVATION KEY NOTES

NOTE: SOME KEY NOTES MAY NOT BE APPLICABLE.

002

003

004

005

006

007

008

009

010

011

012

013

014

015

12/19/2019 9:29:01 AM

Proposed Garage Elevations