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CITY OF MUSKEGON
HISTORIC DISTRICT COMMISSION
MEETING
September 2, 2025 @ 4:00 PM
MUSKEGON CITY HALL, ROOM 204
933 TERRACE STREET, MUSKEGON, MI 49440
☐ CALL TO ORDER:
☐ ROLL CALL:
☐ APPROVAL OF MINUTES:
A. Approval of Minutes of the July 17, 2025 special meeting and the August
5, 2025 regular meeting Planning
☐ OLD BUSINESS:
A. Case 2025-08: 1095 3rd Planning
☐ NEW BUSINESS:
A. Case 2025-22: 540 W. Webster Planning
B. Case 2025-23: 557 W. Western Planning
C. Case 2025-24: 349 W. Webster Planning
☐ ANY OTHER BUSINESS:
A. New HDC Agenda/Packet Format Planning
B. 2025 Staff Approval Update #3 Planning
☐ PUBLIC COMMENT:
☐ ADJOURNMENT:
AMERICAN DISABILITY ACT POLICY FOR ACCESS TO OPEN MEETINGS OF THE CITY OF
MUSKEGON AND ANY OF ITS COMMITTEES OR SUBCOMMITTEES
To give comment on a live-streamed meeting the city will provide a call-in telephone
number to the public to be able to call and give comment. For a public meeting that is
not live-streamed, and which a citizen would like to watch and give comment, they
Page 1 of 2
Page 1 of 133
must contact the City Clerk’s Office with at least a two-business day notice. The
participant will then receive a zoom link which will allow them to watch live and give
comment. Contact information is below. For more details, please
visit: www.shorelinecity.com
The City of Muskegon will provide necessary reasonable auxiliary aids and services, such
as signers for the hearing impaired and audio tapes of printed materials being
considered at the meeting, to individuals with disabilities who want to attend the
meeting with twenty-four (24) hours’ notice to the City of Muskegon. Individuals with
disabilities requiring auxiliary aids or services should contact the City of Muskegon by
writing or by calling the following:
Ann Marie Meisch, MMC. City Clerk. 933 Terrace St. Muskegon, MI 49440. (231)724-6705.
clerk@shorelinecity.com
Page 2 of 2
Page 2 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case Approval of Minutes of the July 17, 2025 Description of Work:
special meeting and the August 5, 2025 regular
meeting
Applicant: District:
Current Use: Date of Construction:
Discussion:
The minutes will be shared at the meeting.
Standards:
Deliberation:
I move that the HDC (approve/deny/approve with changes) the minutes from the July 17, 2025
special meeting and the August 5, 2025 regular meeting.
Page 3 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case Case 2025-08: 1095 3rd Description of Work: Remodel and Building
Addition
Applicant: Muskegon Midtown Center LLC District: Houston
Current Use: Vacant Date of Construction: 1/1/1946
Discussion:
This case was last reviewed at the July 17th special meeting at which time the applicant was
requesting approval for the exterior cladding materials and windows. Prior to that, at the April 1st
meeting, the applicant received approval to remodel the exterior of the existing building and
construct a new two-story building addition along Houston Avenue. The applicant is now seeking
approval of a revised, three-story design for the new building addition due to an existing access
easement on the property. Further information and updated drawings and renderings are attached.
Standards:
See attached Design Guidelines for New Construction.
Deliberation:
I move that the HDC (approve/deny) the request to construct a new three-story building addition
along Houston Avenue as depicted in the drawings included in the September 2, 2025 HDC staff
report as long as the work meets all zoning requirements and the necessary permits are obtained.
Page 4 of 133
August 11, 2025
Jamie Pesch
City of Muskegon
Historic District Commission
933 Terrace Street
Muskegon, MI 49440
Re: Muskegon Midtown Center Project Updated Application
Jamie,
As we discussed, we are seeking a new/updated review from the Historic District Commission for our
previously-approved project at 1095 Third Street. For the benefit of the HDC, I will provide an
explanation of the issue(s) and our proposal to move the project forward.
Easement Disagreement
Our property is subservient to a non-exclusive easement benefitting the property located at 1148 4th
Street. The easement’s only stated purpose is for “ingress and egress,” but it impacts 84-feet of our
parcel The 1148 4th Street parcel is a residential home that is used as a counseling office. We opened
a dialogue with the property owners to discuss the easement several weeks ago, and they have
determined that it is in the best interest of their business to maintain the easement as originally
intended. We cannot build any permanent structures that would impede their use of the easement.
Proposed Solution
Our development team quickly came together to determine a solution that would preserve the housing
units without building on the easement area. The solution is to simply shift our parking to easement
area and construct a smaller building with a third floor. We are not proposing any other changes to the
look of the building.
We look forward to discussing it at the September HDC meeting. Please reach out if you have any
questions prior to the meeting.
Warm regards,
Frank Peterson
Muskegon Midtown Center, LLC
231-788-8086
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BENCHMARK:
ENCROACHMENTS:
PROPERTY DESCRIPTION:
C/
L
3R
E
AV
D
ST
ON
K EG
LOT 1
US EASEMENT KEY:
M
L
C/
FLOODNOTE:
PARKING:
LOT 13 NOTES:
L EY LOT 12
AL
LOT 11 E
AV
N
STO
U
HO
L
LOT 10 C/
LOT 9
LOCATION MAP
SHEET INDEX
S1 SURVEY AND DEMOLITION PLAN
C1 SITE AND UTILITY PLAN
C2 GRADING & SOIL EROSION CONTROL PLAN
C3 LANDSCAPING PLAN
NORTH
LEGEND SURVEY AND DEMOLITION PLAN
1095 3RD ST
CALL MISS DIG 301 W. MUSKEGON ST
(800) 482-7171
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL (800) 482-7171 A MINIMUM OF
THREE (3) FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND
eenstra
HOLIDAYS) PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS
DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES
S1
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY & Associates, Inc.
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. CIVIL ENGINEERS & SURVEYORS
3145 Prairie St SW Phone: 616.457.7050
Grandville, MI 49418 www.feenstrainc.com
Page 11 of 133
BENCHMARK:
SITE PLAN KEY NOTES:
ING
ON
Z
R
C-U
FB
PROPERTY DESCRIPTION:
C/
L
3R
E
AV
D
ST
ON
KEG
FB
LOT 1
US
M
C
L
C/
-M
S
ZO
NI
FB
NG
SITE STATISTICS:
C-
RU
ZO
NI
NG
GENERAL NOTES:
LOT 13
FB
C-
M
S
PAVING DETAIL
ZO
FB
NI
C-
NG
UR
ZO
EY
NI
L L
A
NG
N G
NI
ZO
E
AV
C N
C -N ST
O
I NG
ON
U
FB H O
C/
L Z
S
C-M
F B
FB
C-
NC
ZO
NI
NG
ING
ON
Z
R
C-U PLAN ELEVATION
FB
DUMPSTER ENCLOSURE
NORTH
LEGEND SITE & UTILITY PLAN
1095 3RD ST
CALL MISS DIG 301 W. MUSKEGON ST
(800) 482-7171
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL (800) 482-7171 A MINIMUM OF
THREE (3) FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND
eenstra
HOLIDAYS) PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS
DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES
C1
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY & Associates, Inc.
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. CIVIL ENGINEERS & SURVEYORS
3145 Prairie St SW Phone: 616.457.7050
Grandville, MI 49418 www.feenstrainc.com
Page 12 of 133
BENCHMARK:
PROPERTY DESCRIPTION:
C/
L
3R
E
AV
D
ST
ON
KEG
LOT 1
US
M
L
C/
SOIL EROSION CONTROL GENERAL NOTES
LOT 13
LEY
AL
SOIL EROSION KEY NOTES:
E
AV
ON
U ST
H O
L
C/
SCHEDULED ACTIVITY
NORTH
LEGEND GRADING AND SESC PLAN
1095 3RD ST
CALL MISS DIG 301 W. MUSKEGON ST
(800) 482-7171
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL (800) 482-7171 A MINIMUM OF
THREE (3) FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND
eenstra
HOLIDAYS) PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS
DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES
SILT FENCE DETAIL C2
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY & Associates, Inc.
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. CIVIL ENGINEERS & SURVEYORS
3145 Prairie St SW Phone: 616.457.7050
Grandville, MI 49418 www.feenstrainc.com
Page 13 of 133
LANDSCAPING NOTES:
C/
L
3R
E
AV
D
MAINTENANCE NOTES:
ST
ON
KEG
LOT 1
US
M
L
C/
LOT 13
LANDSCAPING LEGEND:
LEY
AL
E
AV
ON
U ST
H O
L
C/
DECIDUOUS TREE PLANTING DETAIL
NORTH
LEGEND LANDSCAPING PLAN
1095 3RD ST
CALL MISS DIG 301 W. MUSKEGON ST
(800) 482-7171
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL (800) 482-7171 A MINIMUM OF
THREE (3) FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND
eenstra
HOLIDAYS) PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS
DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES
C3
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY & Associates, Inc.
OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. CIVIL ENGINEERS & SURVEYORS
3145 Prairie St SW Phone: 616.457.7050
Grandville, MI 49418 www.feenstrainc.com
Page 14 of 133
KEYNOTES - LEVEL 1 AREA A # FLOOR PLAN GENERAL NOTES R
1 CONCRETE WALKWAY, SEE STRUCTURAL A FIELD VERIFY ALL DIMENSIONS
B ALL INTERIOR DIMENSIONS TO FINISH FACE UNLESS NOTED OTHERWISE
C GENERAL NOTE C
D SEE SHEETS A401 - A406 FOR ENLARGED UNIT PLANS
9
MATCH LINE
SEE 1/A113
NOT TO EXCEED 129'-4"
130A
3
A201
1 2 3 2
4 5 6 7 8 CC
A301
1
107'-4"
1'-4" 3'-4" 2'-0" 6'-0" 6'-8" 6'-0" 2'-0" 3'-4" 1'-4" 3'-4" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 3'-4" 1'-4" 3'-4" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 3'-4" 4'-0" 6'-0" 2'-0" 3'-4" 1'-4"
3
15'-0 3/4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-1" A401
A A A A A W1 A A
A
101A
103A
105A
107A
109A
111A
113A
A
1
11'-8"
11'-8"
UNIT UNIT UNIT UNIT UNIT UNIT
UNIT
A113
DD
A101 A103 A105 A107 A109 A111 (ADA) W1
101 103 105 107 109 111 113 129A
1
3'-0"
3'-0"
A301 B B 128A
113B
101B 103B 105B 107B 109B 111B
W/D
W/D
W/D
W/D
W/D
W/D
36'-0"
W D
37'-0"
39'-4 7/8"
W1
39'-7"
A
113D
101C
103C
105C
107C
109C
111C
113C
101G
103G
105G
107G
109G
111G
101D 103D 105D 107D 109D 111D
21'-4"
1 4 EE
1 A202 A202
101E
103E
105E
107E
109E
111E
113E
A409
8'-8" 13'-4"
101F
103F
105F
107F
109F
111F
1'-4" 3'-4" 4'-0" 6'-10" 6'-6" A
MUSKEGON MIDTOWN CENTER
1 W1 8
125A
W1 A401 113F
100
A409
A3 A3 A3 A3 A3
3'-0" 2'-0"
A3
81'-0"
STAIR STAIR
B B
100
STAIR
125 127
A3 A3
A4
UP 15'-2 7/8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-5 1/8" 13'-10 3/8" FF
Muskegon Midtown Center LLC
114F
22'-0"
28'-8"
1095 3rd Street, Muskegon, MI 49441
28'-8"
28'-8"
UP
102F
104F
106F
108F
110F
112F
W1
114E
102E
104E
106E
108E
110E
112E
102G
104G
106G
108G
110G
112G
W1 102C 102D 104D 106D 108D 110D 112D 144D
104C
106C
108C
110C
112C
114C
114D
39'-4 7/8"
39'-1 3/4"
8'-8"
W1
GG
W/D
W/D
W/D
W/D
W/D
W/D
W D
102B 104B 106B 108B 110B 112B
3'-0" 1'-8"
125B
114B
4'-1 1/2"
3'-4 7/8"
3'-0"
B B
22'-0"
3'-0"
UNIT UNIT UNIT UNIT UNIT UNIT UNIT B
This drawing is an instrument of service and shall
W1
COPYRIGHT © 2022
A102 A104 A106 A108 A110 A112 A114
16'-4"
Short Elliott Hendrickson, Inc.
remain the property of Short Elliott Hendrickson, Inc.
102 104 106 108 110 112 (ADA) (SEH). This drawing, concepts and ideas contained
All Rights Reserved
herein shall not be used, reproduced, revised, or
11'-8"
11'-8"
114 4B retained without the express written approval of SEH.
10'-0"
W1 Submission or distribution of this drawing to meet
official or regulatory requirements or for purposes in
102A
104A
106A
108A
110A
112A
114A
connection with the project is not be construed as
144A
C HH
publication in derogation of any of the rights of SEH.
A W1 A A A A W1 A A SEH Project 180390
W2 AR
1'-4" 3'-4" 2'-0" 6'-0" 6'-8" 6'-0" 2'-0" 3'-4" 1'-4" 3'-4" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 3'-4" 1'-4" 3'-4" 2'-0" 6'-0" 6'-0" 6'-0" 2'-0" 3'-4" 4'-0" 6'-0" 2'-0" 3'-4" 13'-4" Checked By
MATCH LINE
SEE 1/A113
Drawn By MA
107'-4"
Project Status Issue Date
BID DRAWINGS 06/24/2025
1
BID DRAWINGS 07/16/25
A201
REVISION SCHEDULE
REV. # DESCRIPTION DATE
1 FLOOR PLAN - LEVEL 1 AREA A
A112 1/8" = 1'-0"
FLOOR PLAN - LEVEL 1
8/5/2025 8:50:20 AM
AREA B AREA A
AREA A
NORTH
KEY PLAN
1" = 80'-0"
A112 Page 15 of 133
FLOOR PLAN GENERAL NOTES R
A FIELD VERIFY ALL DIMENSIONS
B ALL INTERIOR DIMENSIONS TO FINISH FACE UNLESS NOTED OTHERWISE
C GENERAL NOTE C
D SEE SHEETS A401 - A406 FOR ENLARGED UNIT PLANS
9
MATCH LINE
SEE 1/A115
4
A201
1 2 3 4 5 6 7 8 CC
2
A401
107'-4"
6'-8" 6'-0" 6'-8" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 9'-4" 6'-0" 6'-8"
15'-0 3/4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-1"
A A A A A A W6 A
A
A
11'-8"
11'-8"
UNIT UNIT UNIT UNIT UNIT UNIT UNIT DD
A201 A203 A205 A207 A209 A211 A213
201 203 205 207 209 211 213
3'-0"
3'-0"
B B
201F 203F 205F 207F 209F 211F 213F
W/D
W/D
W/D
W/D
W/D
W/D
W/D
36'-0"
37'-0"
W6 W6
36'-11"
39'-4 7/8"
A
203E
205E
207E
209E
221E
213E
201E
201D 203D 205D 207D 209D 221D 213D
21'-4"
1 4 EE
201B
203B
205B
207B
209B
221B
213B
A202 A202
201C
203C
205C
207C
209C
221C
213C
2 13'-4"
A
A409
2'-2" 3'-0" 8'-2"
2'-10" 3'-0" 2'-10"
MUSKEGON MIDTOWN CENTER
B
201A
205A
209A
203A
207A
211A
213A
W6
3'-0" 2'-0"
3'-4" 2'-0"
200 4'-10 1/8" 20'-9 1/2" 4'-7 1/4" 4'-7 1/4" 20'-9 1/2" CORRIDOR 4'-7 1/4" 4'-7 1/4" 20'-9 1/2" 4'-7 1/4" 10'-7 5/8" 4'-7 1/2"
78'-8 5/8"
4'-0 1/4"
81'-0"
STAIR 225
B B
200 15'-2 7/8" 15'-0" 15'-0" 200A 15'-0" 15'-0" 15'-0" 15'-5 1/8" 13'-10 3/8"
FF
202A
206A
210A
204A
208A
212A
214A
Muskegon Midtown Center LLC
W6
STAIR
22'-0"
STAIR
225 227 7
1095 3rd Street, Muskegon, MI 49441
28'-8"
UP A409
226
DN
202C
204C
206C
208C
210C
212C
214C
202B
204B
206B
208B
210B
212B
214B
W6
202D 204D 206D 208D 210D 212D 214D JAN
202E
204E
206E
208E
210E
212E
214E
226
39'-4 7/8"
B
36'-11"
2'-10" 3'-0" 2'-10"
8'-8" W/D GG
W/D
W/D
W/D
W/D
W/D
W/D
202F 204F 206F 208F 210F 212F 214F
3'-0" 1'-8"
W6
3'-0"
B B
22'-0"
UNIT UNIT UNIT UNIT UNIT UNIT UNIT This drawing is an instrument of service and shall
COPYRIGHT © 2022
16'-4"
Short Elliott Hendrickson, Inc.
remain the property of Short Elliott Hendrickson, Inc.
W6 A202 A204 A206 A208 A210 A212 A214 (SEH). This drawing, concepts and ideas contained
All Rights Reserved
202 204 206 208 210 212 214 herein shall not be used, reproduced, revised, or
11'-8"
11'-8"
retained without the express written approval of SEH.
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0 3/4"
Submission or distribution of this drawing to meet
W6 official or regulatory requirements or for purposes in
connection with the project is not be construed as
publication in derogation of any of the rights of SEH.
C HH
W6 A A A A A A W6 A SEH Project 180390
AR
MATCH LINE
6'-8" 6'-0" 6'-8" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 9'-4" 6'-0" 6'-8" Checked By
SEE 1/A115
Drawn By MA
107'-4"
Project Status Issue Date
BID DRAWINGS 06/24/2025
1
BID DRAWINGS 07/16/25
A201
REVISION SCHEDULE
REV. # DESCRIPTION DATE
1 FLOOR PLAN - LEVEL 2 AREA A
A114 1/8" = 1'-0"
FLOOR PLAN - LEVEL 2
8/5/2025 8:50:21 AM
AREA B AREA A
AREA A
NORTH
KEY PLAN
1" = 80'-0"
A114 Page 16 of 133
FLOOR PLAN GENERAL NOTES R
A FIELD VERIFY ALL DIMENSIONS
B ALL INTERIOR DIMENSIONS TO FINISH FACE UNLESS NOTED OTHERWISE
C GENERAL NOTE C
D SEE SHEETS A401 - A406 FOR ENLARGED UNIT PLANS
4
A201
1 2 3 4 5 6 7 8 9
2
107'-4"
A301
6'-8" 6'-0" 6'-8" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 9'-4" 6'-0" 6'-8"
15'-0 3/4" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-1" 15'-5 1/8"
A A W6 A A A A W6 A
A
11'-8"
11'-8"
UNIT UNIT UNIT UNIT UNIT UNIT UNIT W6
A301 A303 A305 A307 A309 A311 A313
301 303 305 307 309 311 313
1
3'-0"
3'-0"
A301 B B
301F 303F 305F 307F 309F 311F 313F
W/D
W/D
W/D
W/D
W/D
W/D
W/D
36'-0"
37'-0"
W6
36'-11"
39'-4 7/8"
301E
303E
305E
307E
309E
311E
313E
301D 303D 305D 307D 309D 311D 313D
21'-4"
1 4
301B
303B
305B
307B
309B
311B
313B
A202 A202
301C
303C
305C
307C
309C
311C
313C
14'-4"
2'-2" 3'-0" 9'-2"
2'-10" 3'-0" 2'-10"
MUSKEGON MIDTOWN CENTER
B W6
301A
303A
305A
307A
309A
311A
313A
W6
3'-0" 2'-0"
300 4'-10 1/8" 20'-9 1/2" 4'-7 1/4" 4'-7 1/4" 20'-9 1/2" CORRIDOR 4'-7 1/4" 4'-7 1/4" 20'-9 1/2" 4'-7 1/4" 10'-7 5/8" 4'-2 1/4"
3/4"
78'-8 5/8"
81'-0"
STAIR
3'-0"
B B
300 15'-2 7/8" 15'-0" 15'-0" 300A 15'-0" 15'-0" 15'-0" 15'-5 1/8"
W6
Muskegon Midtown Center LLC
325
312A
314A
302A
304A
306A
308A
310A
W6
W6
22'-0"
STAIR
325
1095 3rd Street, Muskegon, MI 49441
28'-8"
302C
304C
306C
308C
310C
312C
314C
302B
304B
306B
308B
310B
312B
314B
W6
302D 304D 306D 308D 310D 312D 314D
302E
304E
306E
308E
310E
312E
314E
39'-4 7/8"
W6
B
2'-10" 3'-0" 2'-10"
W/D
W/D
W/D
W/D
W/D
W/D
W/D
8'-8" 302F 304F 306F 308F 310F 312F 314F
3'-0" 1'-8"
W6
3'-0"
B B
22'-0"
302 304 306 308 310 312 314 This drawing is an instrument of service and shall
COPYRIGHT © 2022
16'-4"
Short Elliott Hendrickson, Inc.
remain the property of Short Elliott Hendrickson, Inc.
W6 UNIT UNIT UNIT UNIT UNIT UNIT UNIT W6 (SEH). This drawing, concepts and ideas contained
All Rights Reserved
A302 A304 A306 A308 A310 A312 A314 herein shall not be used, reproduced, revised, or
11'-8"
11'-8"
retained without the express written approval of SEH.
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0 3/4"
Submission or distribution of this drawing to meet
official or regulatory requirements or for purposes in
connection with the project is not be construed as
publication in derogation of any of the rights of SEH.
C
A A W6 A A A A W6 A SEH Project 180390
6'-8" 6'-0" 6'-8" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 12'-0" 6'-0" 6'-0" 6'-0" 9'-4" 6'-0" 6'-8" Checked By AR
Drawn By MA
107'-4"
Project Status Issue Date
BID DRAWINGS 06/24/2025
1
BID DRAWINGS 07/16/25
A201
REVISION SCHEDULE
REV. # DESCRIPTION DATE
1 FLOOR PLAN - LEVEL 3 AREA A
A116 1/8" = 1'-0"
FLOOR PLAN - LEVEL 3
8/5/2025 8:50:21 AM
AREA B AREA A
AREA A
NORTH
KEY PLAN
1" = 80'-0"
A116 Page 17 of 133
1 2 3 4 5 6 7 8 9
MATCH LINE
SEE 2/A201
PARAPET HEIGHT A R
32' - 6"
ROOF HEIGHT A
31' - 0"
B A A A A A A A
ALUMINUM TRIM
W/ALUM PARAPET CAP LEVEL 3
21' - 0"
7/8" CORRUGATED
METAL SIDING (EXPOSED
FASTENER) B A A A A A A A
COLOR BY OWNER
wall pack wall pack WALL PACK- 100%
CUTOFF, TYP LEVEL 2
11' - 0"
MODULAR BRICK: BELDEN, A A A A A A A
CREAM 481-483 SMOOTH OR
OWNER/ARCH. APPROVED
LEVEL 1
0"
EXTERIOR SOUTH ELEVATION - AREA A - HOUSTON AVE
MATCH LINE
SEE 1/A201
1
A201 1/8" = 1'-0"
9 10 11 12 13
PARAPET HEIGHT B
22' - 8"
ROOF HEIGHT B
20' - 8"
ALUMINUM TRIM
W/ALUM PARAPET CAP
A B B A B B A B B A B A
7/8" CORRUGATED
METAL SIDING (EXPOSED
FASTENER) WALL PACK- 100%
COLOR BY OWNER CUTOFF, TYP LEVEL 2
11' - 0"
MODULAR BRICK: BELDEN, A
A B B A A B A B B
CREAM 481-483 SMOOTH
OR OWNER/ARCH.
APPROVED
LEVEL 1
0"
2 EXTERIOR SOUTH ELEVATION - AREA B - HOUSTON AVE
MUSKEGON MIDTOWN CENTER
A201 1/8" = 1'-0"
9 8 7 6 5 4 3 2 1
MATCH LINE
SEE 4/A201
PARAPET HEIGHT A
32' - 6"
1'-6"
Muskegon Midtown Center LLC
ROOF HEIGHT A ALUMINUM TRIM
31' - 0" W/ALUM PARAPET CAP
7/8" CORRUGATED
1095 3rd Street, Muskegon, MI 49441
B
10'-0"
A A A A A A A METAL SIDING (EXPOSED FASTENER)
COLOR BY OWNER
LEVEL 3
21' - 0"
32'-6"
B
10'-0"
A A A A A A A A
BRICK ROWLOCK COURSES
OR ENGINEERED STONE ACCENTS
WALL PACK - WALL PACK - 100% WALL PACK - 100%
LEVEL 2 100% CUTOFF, TYP. CUTOFF, TYP.
11' - 0" CUTOFF, TYP
PREFAB
11'-0"
A A A A A A A ALUMINUM CANOPY
9'-8"
This drawing is an instrument of service and shall
BOD: AWNTECH HOUSTONIAN
COPYRIGHT © 2022
Short Elliott Hendrickson, Inc.
remain the property of Short Elliott Hendrickson, Inc.
STANDING SEAM AWNING (SEH). This drawing, concepts and ideas contained
All Rights Reserved
herein shall not be used, reproduced, revised, or
retained without the express written approval of SEH.
LEVEL 1
0" Submission or distribution of this drawing to meet
official or regulatory requirements or for purposes in
connection with the project is not be construed as
NEW ALUMINUM STOREFRONT publication in derogation of any of the rights of SEH.
WINDOW W/CLEAR GLASS
EXTERIOR NORTH ELEVATION - AREA A - (FACES PARKING/ALLEY)
MATCH LINE
180390
SEE 3/A201
SEH Project
3 EXISTING WINDOW Checked By AR
A201 1/8" = 1'-0" TO REMAIN Drawn By MA
Project Status Issue Date
BID DRAWINGS 06/24/2025
BID DRAWINGS 07/16/25
14 13 12 11 10 9
NEW ALUMINUM PARAPET HEIGHT B
PARAPET CAP 22' - 8" REVISION SCHEDULE
REV. # DESCRIPTION DATE
ROOF HEIGHT B
20' - 8"
A A B A A
LEVEL 2
11' - 0"
WALLPACK, 100% CUTOFF
TYP. EXTERIOR ELEVATIONS
8/5/2025 8:50:24 AM
11'-0"
11'-0"
A A EXISTING BRICK
TO BE CLEANED
AND TUCKPOINTED
LEVEL 1
0"
NEW ALUMINUM STOREFRONT
A201
WINDOW W/CLEAR GLASS
4 EXTERIOR NORTH ELEVATION - AREA B (FACES ALLEY)
A201 1/8" = 1'-0"
Page 18 of 133
1
AA BB CC DD A301 EE FF GG HH
A B C
ROOF HEIGHT A R
31' - 0"
B B B
PARAPET HEIGHT B
22' - 8"
ROOF HEIGHT B LEVEL 3
20' - 8" 21' - 0"
A A B B B 7/8" CORRUGATED
METAL SIDING (EXPOSED FASTENER)
COLOR BY OWNER
LEVEL 2
11' - 0"
A B B B
6'-0"
LEVEL 1
14'-6" KNOX BOX 1 0"
HORIZONTAL ALUMINUM FENCE PANELS TO
OBSCURE TRANSFORMERS
AA BB CC DD EE FF GG HH
1 EXTERIOR WEST - (FACES PARKING)
A202 1/8" = 1'-0"
PARAPET HEIGHT B
22' - 8"
LEVEL 3
21' - 0"
ROOF HEIGHT B
NEW ALUMINUM 20' - 8"
PARAPET CAP A A A A A
LEVEL 2
11' - 0"
A A A A B
EXISTING BRICK TO BE
CLEANED AND
TUCKPOINTED
LEVEL 1
0"
EXTERIOR WEST ELEVATION (FACES PARKING)
MUSKEGON MIDTOWN CENTER
2
A202 1/8" = 1'-0"
HH GG FF EE DD CC BB AA
Muskegon Midtown Center LLC
NEW HM ROOF ACCESS
DOOR/FRAME.
1095 3rd Street, Muskegon, MI 49441
PARAPET HEIGHT B
22' - 8"
ROOF HEIGHT B
20' - 8"
1'-8"
NEW ALUMINUM
A B A A B B A B B A B B A PARAPET CAP
7/8" CORRUGATED
METAL SIDING (EXPOSED FASTENER)
COLOR BY OWNER
LEVEL 2
11' - 0"
VINYL WINDOWS, TYP.
TYPE A: SLIDING
TYPE B: FIXED
A B A A A A B B A
EXISTING BRICK TO BE
6'-9"
CLEANED AND This drawing is an instrument of service and shall
COPYRIGHT © 2022
TUCKPOINTED
Short Elliott Hendrickson, Inc.
remain the property of Short Elliott Hendrickson, Inc.
(SEH). This drawing, concepts and ideas contained
All Rights Reserved
LEVEL 1 herein shall not be used, reproduced, revised, or
3 PANEL FIBERGLASS ENTRY 0" retained without the express written approval of SEH.
ALUMINUM STOREFRONT SYSTEM
DOORS, TYP W/CLEAR GLASS Submission or distribution of this drawing to meet
official or regulatory requirements or for purposes in
KNOX BOX 2 connection with the project is not be construed as
publication in derogation of any of the rights of SEH.
3 EXTERIOR EAST - THIRD STREET 1
A202 1/8" = 1'-0"
C B A301 A PARAPET HEIGHT A SEH Project 180390
AR
32' - 6" Checked By
Drawn By MA
ROOF HEIGHT A
31' - 0" Project Status Issue Date
BID DRAWINGS 06/24/2025
BID DRAWINGS 07/16/25
B B B
REVISION SCHEDULE
LEVEL 3
21' - 0" REV. # DESCRIPTION DATE
ENGINEERED WOOD SIDING
TYP. AT UPPER PORTION OF
BUILDING ADDITION B B
NEW MODULAR BRICK,
BELDEN CREAM, SMOOTH LEVEL 2
AT BUILDING ADDITION 11' - 0"
NEW VINYL WINDOWS
TYPE A: SLIDING B B EXTERIOR ELEVATIONS
8/5/2025 8:50:28 AM
TYPE B: FIXED
LEVEL 1
0"
A202
4 EXTERIOR EAST ELEVATION - ADDITION
A202 1/8" = 1'-0"
Page 19 of 133
CITY OF MUSKEGON
HISTORIC DISTRICT COMMISSION
HISTORIC DISTRICT DESIGN GUIDELINES
FOR NEW CONSTRUCTION
(Adopted December 4, 1990)
Although a significant amount of the Commission’s work is centered on historic structures, the
construction of new structures on vacant lots within historic districts is permitted and encouraged.
However, those professionals designing new structures should strive for excellence in design
whether small individual infill construction within the existing historic district blocks, or larger
independently sited projects. New structures should be in keeping with the existing historical
character of the neighborhood or district with a design that is compatible with the size, scale,
material, and color of the surrounding buildings and landscaping. Good design which responds
positively to its surroundings can be done in several different ways; therefore, it is impossible
to develop specific interpretations which will apply in all cases. Every site has its own design
opportunities.
The following design recommendations shall be used by the Historic District Commission in
evaluating requests for new construction within the districts. These basic criteria should be a part
of any proposed design brought before the Commission for approval.
15
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Recommended Not Recommended
Height - Relating the overall height of new Height - Introducing new construction that
construction to that of adjacent structures. As varies greatly in height (too high or too low)
a general rule, construct new buildings to a from older buildings in the vicinity. Extreme
height roughly equal to the average height of differences in building heights will have a
existing buildings from the historic period on detrimental visual effects on the appearance
and across the street. of surrounding property.
Scale - Relating the size and proportions Scale - Creating buildings that in height,
of new structures to the scale of adjacent width, or massing violate the existing scale of
buildings. Although a building may be much the area. The new building should not disrupt
larger than its neighbors in terms of square the scale and rhythm of the streetscape,
footage, it should maintain the same scale although it might be appropriate in a different
and rhythm as the existing buildings. location.
Massing - Breaking up uninteresting box- Massing - Introducing single, monolithic
like forms into smaller, varied masses such forms that are not relieved by variations in
as are common on most buildings from the massing. Box-like facades and forms are
historic period. Variety of form and massing intrusive when placed in a streetscape of
are elements essential to the character of the older buildings that have varied massing and
streetscape in historic districts. For example, facade articulation.
if an infill site is large, the mass of the facade
can be broken into a number of small bays.
Directional Expression - Relating the Directional Expression - Creating strongly
vertical, horizontal, or non-directional facade horizontal or vertical facade expressions
character of new buildings to the predominant unless compatible with the character of
directional expression of nearby buildings. structures in the immediate area. A new
Horizontal buildings can be made to relate building that does not relate well to its
to the more vertical adjacent structures by neighbors or to the rhythm of the streetscape
breaking the façade into smaller masses that because of an unbroken horizontal façade
conform to the primary expression of the should be avoided.
streetscape.
Setback - Maintaining the historic façade Setback - Violating the existing setback
lines of streetscape by locating front walls pattern by placing a new building in front
of new buildings in the same plane as the of or behind the historic facade line. Placing
facades of adjacent buildings. If exceptions buildings at odd angles to the street, unless in
are made, buildings should be set back into an area where diverse siting already exists,
the lot rather than closer to the street than even if property setback is maintained, should
neighboring, existing buildings. If existing be avoided.
setbacks vary, new buildings should conform
to historic siting patterns.
16
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Sense of Entry - Articulating the main Sense of Entry - Introducing facades with no
entrances to the building with covered strong sense of entry. Side entries or entries
porches, porticos, and other pronounced not defined by a porch or similar transitional
architectural forms. Entries were historically element result in an incompatible “flat” first-
a prominent visual feature of the street floor façade.
elevation of the building and often raised a
few steps above the grade of the property.
Roof Shapes - Relating the roof forms of Roof Shapes - Introducing roof shapes,
the new buildings to those found in the area. pitches, or materials not traditionally used in
Although not entirely necessary, duplication the area.
of the existing or traditional roof shapes,
pitches, and materials on new construction
is one way of making new structures more
visually compatible.
Rhythm of Openings - Respecting the Rhythm of Openings - Introducing
recurrent alteration of wall areas with door incompatible facade patterns that upset the
and window elements in the facade. Also rhythm of openings established in surrounding
considering the width-to-height ratio of bays structures. For example, glass walls and
in the facade. The placement of openings with window and door shapes and locations which
respect to the facade’s overall composition, are disrespectful to the adjoining buildings.
symmetry or balanced symmetry should be
carefully studied.
Design Expression - Composing the materials, Design Expression - Violating the existing
textures and colors of the new building facade character of the district by introducing non-
to compliment adjacent facades and relating compatible materials, textures, colors, details,
details and decorations of the new building to and decoration on new buildings.
those of existing surrounding buildings.
Imitations - Accurate restoration of or visually Imitations - Replicating or imitating the
compatible additions to existing buildings styles, motif, or details of older periods.
and former construction, contemporary Such attempts detract from the character of
architecture that well represents our own the district by compromising what is truly
time yet, enhances the nature and character historic.
of the historic district.
17
Page 22 of 133
Recommended Not Recommended
Height Height
Scale Scale
Massing Massing
Directional Expression Directional Expression
18
Page 23 of 133
Recommended Not Recommended
Setback Setback
Sense of Entry Sense of Entry
Roof Shapes Roof Shapes
Rhythm of Openings Rhythm of Openings
Imitations Imitations
19
Page 24 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case Case 2025-22: 540 W. Webster Description of Work: Front Porch Railing
Applicant: Jere Clausen District: Clay-Western
Current Use: Residential Date of Construction: 1/1/1929
Discussion:
The applicant is seeking approval to replace the existing metal front porch railing with a composite
railing that matches the brick red trim color of the house.
Standards:
See attached Porch and Deck Standards and Guidelines.
Deliberation:
I move that the HDC (approve/deny) the request to replace the existing metal front porch railing with
a composite railing in the style presented at the September 2, 2025 HDC meeting as long as the work
meets all zoning requirements and the necessary permits are obtained.
Page 25 of 133
View from W. Webster Avenue, looking west showing existing front porch railing (photo from
April 2025).
Page 26 of 133
View from 7th Street, looking north (photo from April 2025).
Page 27 of 133
View from 7th Street, looking east showing rear porch railing (photo from April 2025).
Page 28 of 133
CITY OF MUSKEGON
HISTORIC DISTRICT COMMISSION
PORCH AND DECK STANDARDS AND GUIDELINES
(Adopted December 6, 1994 - Effective January 1, 1995)
Covered Porches
Newly constructed covered porches shall be decked with tongue and groove decking and painted
to complement or contrast the house (unless the construction involves the rebuilding of a missing
original porch where documentable evidence shows a different method of decking). Ventilation
under the porch deck is necessary to prevent excessive moisture from causing deterioration to
the porch members. Therefore, the porch skirt shall be detailed in a similar manner to that shown
on the attached decking detail illustration. In some cases, composite decking materials may be
permitted for use on covered porches.
Freestanding or Attached Decks (Uncovered Porches)
Placement and design of all decks shall be approved by the Commission. Decks should be located
in unobtrusive locations and shall feature one of the edge details featured on the attached decking
detail illustration. Decking boards shall consist of 5/4” thick pressure treated decking or square-
edged fir decking and appropriately finished. In some cases, composite decking materials may be
permitted for use on uncovered porches.
Handrails and Guardrails
Existing original handrails and guardrails shall not be removed without the approval of the
Commission. Deteriorated rails shall be repaired as a first course of action. When replacement
is necessary, the original details shall be replicated. In cases where height or spacing is required
to be modified to meet code requirements, the Commission will carefully review the options to
determine the most appropriate method to accomplish this requirement. In cases where handrails
or guardrails are new (including those for new decks), the design shall generally conform to the
railing and balustrade detail illustrated on the attached sketches.
New guardrails in the historic districts shall conform to the minimum guardrail height in the most
recent edition of the building code.
PORCH OR DECK FLOOR HEIGHT
FROM FINISHED GROUND GRADE MINIMUM GUARDRAIL HEIGHT
0” - 30” 0”
> 30” 36”
New guardrails on commercial buldings shall conform to the minimum guardrail height for
commercial buildings as defined in the most recent edition of the building code.
In all cases, if an original guardrail was higher than the minimum height as listed above, then the
original height applies.
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Page 29 of 133
Porch Enclosure
Existing screen or open porches shall not be enclosed with framing or windows without approval
by the Commission. Generally, when an open or screened porch is enclosed, the enclosure materials
or windows should preserve the appearance of a porch in order to maintain the original design and
to avoid the visual effect of a boxed-in appendage. This can often be accomplished with full length
windows and exterior screens which would extend from within a few inches off the floor or base
of the existing porch opening thus maintaining the effect of a screened in porch or solarium. On
most full length porches, building up a half-wall at the base and enclosing it with short windows
would not be in keeping with the original design of the house and would detract from the overall
appearance. Each request for a porch enclosure will be carefully analyzed by the Commission,
taking into consideration the practical and intended usage of the area and the overall visual effect
upon the house.
Paint
All exposed deck or porch wood shall be painted to complement or contrast the existing structure.
Pressure treated wood shall be painted no later than one year after installation.
31
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32
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33
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34
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Agenda Item Review Form
Muskegon Historic District Commission
Case Case 2025-23: 557 W. Western Description of Work: Signs
Applicant: Eric Cockream District: Clay-Western
Current Use: Commercial Date of Construction: 1/1/1910
Discussion:
The applicant is seeking approval to install vinyl window signs and one wall sign in the former transom
above the door. The sign band sign installed on the parapet wall above the storefront replaced a
previous sign and was staff approved in February 2025. All the signs have already been installed.
Standards:
See attached Sign Policy.
Deliberation:
I move that the HDC (approve/deny) the request to install vinyl window signs and one wall sign in the
former transom above the door as presented in the September 2, 2025 HDC staff report as long as
the work meets all zoning requirements and the necessary permits are obtained.
Page 34 of 133
View from W. Western Avenue before sign installation (photo from July 2023).
Page 35 of 133
View from W. Western Avenue after sign installation.
Page 36 of 133
CITY OF MUSKEGON
HISTORIC DISTRICT COMMISSION
SIGNAGE POLICY
Adopted October 2, 1986 with revisions
Purpose & Intent
A. It is recognized by the Historic District Commission that signs in general perform certain
functions in the community which are essential for the public safety and general welfare, such as
communicating messages, providing information about the availability of goods and services, and
providing orientation. It is further recognized by the Historic District Commission that because
of their potential detrimental impact on the historic and architectural character of the structures
and surroundings within the City’s designated historic districts, exterior signs must be regulated
in order to:
1. Prevent conditions which have a blighting influence and contribute to the loss of character
and declining property values within the historic districts.
2. Safeguard the heritage of the City by preserving and protecting historic district environments
which include elements reflective of its cultural, social, economic, political, and architectural
history.
3. Preserve the historic quality and architectural content of the historic districts by curbing
deterioration and otherwise unsuitable additions, removals, or alterations to the properties
within them.
4. Permit compatible signs for use within historic districts which would provide for easy
recognition, legibility, and comply with other acceptable conditions.
It is the intent of this policy by the Historic District Commission to protect property values, preserve
and enhance the architectural features of the City’s historic structures, promote a more enjoyable
and visually pleasing historic environment and encourage the most appropriate use and type of
exterior signs for location within the historic districts.
The establishment of the sign standards, design criteria and other regulations and requirements
of this policy as the basis for acceptance or denial of a sign by the Historic District Commission
ensures that all signs will be reviewed in an objective manner, thereby protecting the right of
property owners from any potentially arbitrary or capricious decisions of the Commission.
6
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Definitions
A. Sign: The use of any letters, numerals, pictorial representations, devices, designs or trademarks
which constitute a name, identification, description, display, or illustration which is affixed or
applied to or represented directly or indirectly upon a building structure or historic district property
which attention to an object, product, activity, person, institution, organization, or business.
B. Sign Types: The Historic District Commission shall review for approval the installation or
alternation of any sign type as indicated below:
1. Flat wall signs. Any sign that is painted directly on a building surface or painted on a separate
background material and applied to the facade as a unit.
2. Dimensional surface signs. Any sign that consists in whole or in part, of three-dimensional
letter forms applied directly to the building surface or applied to a separate flat background
which is attached parallel to the building surface.
3. Free-standing signs. Signs supported by upright braces, frames, poles, or other similar
structures, independent of any building.
4. Ground signs. Any free standing sign located on or close to the ground, the top of which does
not extend more than four feet above the ground.
5. Projecting or pole signs. Any sign that has a face that is other than parallel to the exterior
facade of the building. A sign which is attached to a pole or other structure and extends above
or projects out there from.
6. Window signs. Any sign that is applied directly to the inside or outside surface of a window
glass or exists as opaque, translucent or transparent panels which are suspended or supported by
other means inside the window and parallel to its surface, which are intended to be seen from
the exterior.
7. Awning & canopy signs. Any symbol or message which is attached to or is an integral part of
any awning (fixed or retractable) or canopy is considered a sign.
8. Banners. Any banner hung either with or without frames that contains a message, symbol, or
which is simply a decorative addition is considered a sign.
9. Directional signs. A sign directing and guiding vehicular or pedestrian traffic or parking but
bearing no advertising matter.
C. Sign Area: The area within the smallest circle or rectangle that encloses the extreme limits of the
advertising message, including any frame, background, or trim. Two faces which are back- to-back
are counted only once.
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D. Signage Wall Area: The area of a wall that is a continuous portion of a building unbroken by
columns, ridges, doors, or windows. It is calculated by selecting a continuous facade, then drawing
an imaginary rectangle within specified height limitations and computing the square-foot area of
this rectangle.
E. Sign Face: The surface of a sign board or background area on which a message is displayed.
Review Requirements
A. Policy Statement
As established by Chapter 38 of the Code of Ordinances of the City of Muskegon, the
Historic District Commission is empowered with the authority to review and approve plans for
Building Permit applications for exterior work to construct, alter, repair, move or demolish any
structure in a historic district. As described by City Building Code, a sign is a structure and,
therefore, installation of such structure requires the filing of a Building Permit which must be
subjected to Historic District Commission approval.
B. Historic District Commission (HDC)
The Historic District Commission will hold meetings on the first Tuesday of every month (unless
otherwise publicly notified) for review of Building Permits, including any sign applications.
If approved, a “Certificate of Appropriateness” will be issued by the Commission for all
appropriate signs.
C. Review Requirements
To effectively determine the appropriateness of any sign for use within the City’s historic districts,
the Historic District Commission shall require that the following permits, plans, drawings and/
or other details be provided, prior to the fabrication and installation of such sign, and prior to
the Commission’s meeting for approval.
1. Building Permit: A Building Permit Application must be filed for installation of all new
exterior signs and alteration of any existing signs.
2. Site Plan: drawn to scale with measurements indicating proposed location and position of the
sign in relation to building(s) on site, lot lines, sidewalks, drives, streets, and any other proposed
or permanently existing structures or objects.
3. Elevation drawing(s): drawn to scale with measurements depicting complete sign dimensions,
including minimum and maximum heights, distances from other structures (if appropriate),
method of installation, supporting members, and any other features which might be visible.
4. Wall signs: For signs attached to a building wall, drawings shall indicate wall surface
dimensions and any outstanding building lines or architectural details which may exist, including
8
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complete sign dimensions, method of attachment and size of protrusion.
5. ALL PLANS/DRAWINGS: shall indicate types of installation materials to be used, colors of
sign display and other components, letter styles and sizes, method of installation (anchoring)
and any other elements which may affect the sign’s exterior appearance.
6. Material samples: provide material samples and/or other catalog information when possible.
7. Photographs: provide current photos of the proposed site and/or building surface where the
sign(s) will be installed.
8. Examples and HDC assistance: The HDC will provide additional information and samples of
acceptable drawings upon request.
Standards & Design Criteria
General Conditions: All signs shall comply with the regulations for erection and construction of
structures as contained within the City’s Building Code of Ordinances and shall comply with
existing zoning requirements as established within the City’s Code of Zoning Ordinances.
The following Standards and Design Criteria shall be used in whole or part by the Historic District
Commission in its determination of appropriateness of a particular type of sign for a specific
property, including size, design features, fabrication and methods, intended positioning and on-site
location, and all other elements affecting a sign’s physical appearance:
A. Letters
1. Style. Uniform lettering style shall be used throughout the sign to avoid incoherence and
otherwise incompatible letter form combinations which may be determined as inappropriate by
the Historic District Commission. The use of serifed (footed) letter styles is preferred for certain
historical buildings; however, Gothic letter forms (those without serifs) and script letter forms
may be acceptable to the Historic District Commission dependent upon the style and period of
architecture represented by the building involved.
2. Size. “Letters should be subordinate to the background area”. The maximum allowable height
of capital letter forms shall not exceed two-thirds the height of the background area on which it
appears (the background area is, in turn governed by the sign size and location restrictions which
follow) or shall be reduced to the size declared appropriate by the Historic District Commission,
dependent upon the actual signable wall area or sign size, location and viewing distance.
B. Fabrication Materials
The following materials, when properly used to compliment the architectural features and
character of a historic building, are considered compatible for use in whole or part within the
historic districts, provided the conditions as described are adhered to:
9
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1. Wood - Any wood utilized shall be painted, stained, varnished or lacquered, carved or routed,
or be negative cutout (letter forms described by voids in continuous background) or positive
cutouts (individual dimensional letters).
2. Metal - Any metal shall be painted or varnished engraved mechanically or chemically etched.
Bright chromium effect is not acceptable. Individually cast or cutout letters applied to building
surface or separate background of wood would be acceptable.
3. Glass - Glass may be stained, leaded, painted, silk screen printed, etched, gold leafed, or any
combination of the foregoing. Neon signs are not appropriate for use on historic buildings and,
therefore, are considered unacceptable by the Historic District Commission.
4. Masonry - Masonry shall be carved stone or brick, molded concrete or terra cotta, provided
such material would appear to be an authentic architectural addition to the facade of the building,
as determined by the Historic District Commission.
5. Plastic or Fiberglass - The use of custom thin-gauge, die-cut vinyl letters which give the effect
of a painted or silk screen imprinted letter is permitted. Any other use of plastic or fiberglass or
the use of molded surface plastics or corrugated fiberglass sheeting is prohibited except in those
cases where the surface finish closely duplicates the effect of a painted surface, as determined
by the Historic District Commission.
6. Fabric - The use of bright, glossy, or leatherette finished vinyls is prohibited. All banner fabric
must be durable and designed for outdoor use and maintained to prevent fraying, disintegration,
and other unsightly appearances. Paper signs for window displays are prohibited for permanent
use.
C. Illumination: Certain lighted signs are permitted for use with the historic districts, provided that
they shall be illuminated by a reflected light from an exterior source which may be incandescent or
fluorescent and that the light source is non-exposed and shielded from view.
1. Intensity of light. All lighting devices shall employ lights of constant intensity. No sign shall
be illuminated by flashing, intermittent, rotating or moving lights or lights creating the illusion
of movement or in such a manner as to affect adversely the use and enjoyment of the neighboring
historic district properties – as determined by the Historic District Commission.
D. Sign Message - Content: All signs shall display only the formal name of the business or
operation conducted on the premises. A brief secondary identification describing the nature of
the business/operation and street numbers is also permitted. Where buildings are occupied by
professional offices, the listing of occupants is permitted, provided the sign complies with all
provisions established within this policy.
There shall be no labeling, graphics or commercial advertising on any part of any sign that the
Historic District Commission determines to be inappropriate, whereas it will adversely affect the
10
Page 41 of 133
use and enjoyment of neighboring historic district properties.
E. Number of Signs: The maximum allowable number of business identification signs per street
frontage per establishment shall be limited to one (1). Whereas additional directory or directional
signs which point out parking lots and other specific services are requested, the Historic District
Commission shall determine the appropriateness and building/site compatibility of such exceptions.
F. Shape and Form: The physical form of a sign shall be proportioned in massiveness and scale
to the building for which it is meant. All shapes shall be simple (square, rectangle…) and relate
directly to the architectural features of the immediate and surrounding historic structures.
G. Location and Size: Sign use, sign type and location may be dictated by established district zoning
ordinances. Whether those ordinance requirements are established or nonexistent, the following
standards shall apply and prevail for all signs used within the City’s designated historic districts.
1. General:
a. No sign may be erected upon or within any dedicated public easement or right-of-way
without the expressed permission of the Muskegon City Commission.
b. No sign shall be placed so as to conceal, disfigure, or otherwise violate any architectural
features of a building.
c. Sign size shall be visually compatible with the scale of the building for which it is meant.
No sign shall be located in such a manner or position as to affect adversely the use and
enjoyment of neighboring historic district properties.
2. Flat wall signs. No flat wall sign shall exceed twenty (20) percent of the signable wall area to
which it will be attached, and shall not exceed twenty four (24) square feet in sign face area. No
flat wall sign shall exist above a point fifteen (15) feet from the sidewalk level or one (1) inch
below the second story window sill, whichever is lower.
3. Dimensional surface signs. No such sign shall exceed the above limits of a flat wall sign or
extend above the building roof line, and shall not protrude from the primary building facade
surface more than eight (8) inches.
4. Free standing signs. When used as business identification, these shall not exceed twenty (20)
square feet per sign face. Such signs shall not exceed fifteen (15) feet in height from ground
level or exist above the roof line of the building for which it is meant. The Historic District
Commission may require a size and height less than these limits, including a specific location,
in order to ensure consistency with the objectives and standards as established within this policy.
Directional signs, when permitted by the Historic District Commission, shall not exceed four
(4) square feet in sign face area and shall not be higher than four (4) feet from ground level.
11
Page 42 of 133
5. Ground signs. These shall not exceed twenty (20) square feet per sign face. No such sign shall
exceed four (4) feet in height from ground level. To maintain consistency with the objectives
and standards of this Policy, the Historic District Commission may require a smaller sign face
and specific location.
For directional sign size and height limitations, use the same as above under No. 4.
6. Projecting or pole signs. These shall not exceed nine (9) square feet in area per sign face
nor shall they extend below a point eight (8) feet from the sidewalk surface or out from the
building facade surface more than four (4) feet. The top edge of such sign may not exist higher
than a point fifteen (15) feet above the sidewalk surface or one (1) inch below the second-story
window sill, whichever is lower.
7. Window signs. These may be applied directly to the glass and shall exist as message lettering
only. Such a window sign message may not obscure more than twenty (20) percent of the area
of the window surface to which it is applied.
8. Awning & canopy signs. These must comply with all provisions established within this Policy.
The size, location, and height of awning and canopy structures are predetermined by existing
City Ordinance.
9. Banners shall not exceed twenty-four (24) square feet in area or extend below a point eight
(8) feet from the sidewalk surface or out from the facade surface more than four (4) feet. The
top edge of such banner may not exist higher than a point fifteen (15) feet above the sidewalk
surface or one (1) inch below the second-story window sill, whichever is lower.
Banners, when permitted, are on an interim basis only and shall be annually reviewed by the
Historic District Commission to ensure their sightly appearance.
Special Provisions
A. Signs exempted from Historic District Commission Review
1. Signs required by Federal, State, or other local ordinance for purposes of traffic, public safety,
and other directional assistance.
2. Special event signs: which will exist for a single period of not more than seven (7) days in any
quarter calendar year and are not prohibited under any provision of this policy.
3. Signs not visible off the lot upon which they are situated.
4. Commemorative plaques not exceeding one (1) square foot in area.
5. Address signs: indicating street address and not exceeding one (1) square foot in area.
12
Page 43 of 133
6. Temporary signs: any sign relating to construction, real estate, political elections which are
not in violation of any provision of this policy.
7. Flags: National, State, or municipal flags with messages or symbols representing institutions
or businesses.
B. Prohibited signs. It shall be unlawful to erect, install, place, or maintain any of the following:
1. Portable signs: Any sign that is readily moveable from one location to another and is not
permanently affixed to a building or the ground.
2. Roof signs: Any sign which projects above or beyond the roof or parapet.
3. Signs which move or create the illusion of movement. Signs which flash or make noise.
4. Signs attached to any natural growth (i.e. trees or other natural foliage).
5. Signs which are obsolete, that do not relate to existing business.
6. Signs which are not expressly permitted by this policy or which violate any provision thereof.
C. Alteration to Existing Signs. Any sign that exists on the effective date of this policy or amendment
thereof, which is nonconforming and does not at that time comply with all of the provisions hereof,
including any amendment, shall not be changed, altered, or rebuilt in any manner described as
follows, without prior review and written approval of the Historic District Commission. These
signs shall not:
1. Be changed to another type of sign which is not in compliance with the policy; or
2. Have any changes made in the words or symbols used or message displayed on the sign
(unless the sign is designed for periodic change of message); or
3. Be structurally altered so as to prolong the life of the sign or so to change the shape, size, type
or design of the sign.
Maintenance & Enforcement
A. Maintenance: All signs approved for installation by the Historic District Commission shall
be maintained in a safe, presentable manner and shall remain in good structural and/or material
condition at all times, including the replacement of defective or damaged parts, painting, repainting,
cleaning, and other acts necessary for maintenance of such signs.
B. Inspection/Removal: The Building Inspections Department and its authorized representatives
shall inspect and have the authority to order painting, repairs, or removal of any sign installed upon
or after the adoption date of this policy, if it fails to comply with the conditions established under
13
Page 44 of 133
this policy.
C. Penalties: Violation of any provision of this policy in any particular or the failure to comply
with any of the regulatory measures or conditions adopted by the Historic District Commission
pursuant to its approval of a specific Building Permit and/or plans can result in issuance of a civil
infraction notice which carries penalties ranging from $100 for the first offense to $500 for the
third and all subsequent offenses. Each day such violation continues shall be deemed a separate
offense.
14
Page 45 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case Case 2025-24: 349 W. Webster Description of Work: Rehabilitation
Applicant: Reset Ventures/349 Webster LLC District: National Register
Current Use: Vacant Date of Construction: 1/1/1891
Discussion:
The applicant is seeking approval for grading/site work, replacement windows, replacement doors,
and a new dumpster enclosure. Additional information and drawings are attached.
Standards:
See attached Window, Door, and Exterior Woodwork Standards and Guidelines.
Deliberation:
I move that the HDC (approve/deny) the request to grade the site, replace the windows and doors,
and construct a new dumpster enclosure as depicted in the September 2, 2025 HDC staff report as
long as the work meets all zoning requirements and the necessary permits are obtained.
Page 46 of 133
August 21, 2025
Jamie Pesch
City of Muskegon
Historic District Commission
933 Terrace Street
Muskegon, MI 49440
Re: Hackley Castle Project Updated Application
Jamie,
We are seeking a final review from the Historic District Commission in anticipation of submitting for
zoning and building department approvals for our project at 349 West Webster next month. For the
benefit of the HDC, I will provide an explanation of major points to move the project forward.
Accessibility Improvements
The existing building was constructed with a garden-level lower level. As a result, universal access to
the building is difficult. Of the five existing entries, only the SE entry at the corner of Third and
Muskegon allows entry to the building without the use of stairways. We consider this to be
inappropriate, as we intend to activate the Webster Avenue side of “front” of the building. Our proposal
strategically changes the site’s grade to maximize access to the building. These are the site-related
changes necessary to meet a universal access standard:
1. The current garden/basement level will become the first floor, with all main entries pointing
directly to that level. To accomplish this, every door leading directly to that level will need to
be lowered by approximately 32 inches.
a. The current existing entries will be impacted as follows:
i. The existing SE entry will be lowered.
ii. The existing entry at the base of the clock tower will be lowered.
iii. The existing SW, NW, and NE entries will remain unchanged from a grade
standpoint, as they will used for egress only to meet fire safety.
b. New accessible ingress/egress points will be added to allow for accessibility from the
building to the outdoor seating along the building’s east-facing wall. The doors will use
existing window openings, which will be extended down to the new lower level. The
openings will not be changed otherwise.
c. New accessible ingress/egress points will be added to allow for accessibility from the
building to the pool area along the building’s west-facing wall. The doors will use
existing window openings, which will be extended down to the new lower level. The
openings will not be changed otherwise.
2. As part of the change in grade to meet accessibility standards, we expect the following impacts:
a. North-facing façade: A “u” shaped walkway will allow pedestrians to walk from the
existing public sidewalk along Webster Ave down to the lower grade at the main
clocktower entrance. The area spanning the two turrets on the north side of the building
will all be set to the new lower grade. This will allow for some of the existing windows in
Page 47 of 133
that area to become doorways – improving accessibility from the various indoor
amenities out to a public plaza area.
b. West-facing façade: The new lower grade will exist along the entire west-facing façade,
extending approximately 20-feet from the building. This will accommodate a sunken
outdoor pool/spa area. This area is sunken to ensure easy accessible access from the
building and also to help provide privacy to the guests while limiting the pool-area’s
visibility from the public viewshed along the street/sidewalks. The sunken nature of the
pool area will also help secure the space to ensure the public does not accidentally
enter the pool.
c. South-facing façade: Much of the parking lot area is being lowered to reduce the
existing heavy slope up from the existing sidewalks to the existing parking lot. The most-
noticeable difference from the public viewshed will be the elimination of the grassy
elevation change from the Muskegon Ave. sidewalk to the paved area of the parking lot.
d. East-facing façade: A sunken patio and service area is proposed along much of the
east-facing façade. This will allow restaurant guests barrier-free access the outdoor
seating. This will also allow employees to access the dumpsters and accept deliveries
directly from the kitchen service area.
3. There are several small retaining walls throughout the property to help with the change in grade.
Wherever practical, out team used landscaping and natural slopes to allow for the change in
grade without retaining walls.
Dumpster and Mechanical Equipment Enclosure
We are proposing a dumpster enclosure that will also provide screening for the required outdoor
mechanical equipment. We feel the most appropriate location for the enclosure is on the southeast
lawn just north of the parking lot. This will allow for easy access to the dumpster from the kitchen area
while also providing easy access for servicing the dumpster. We plan to use plant material to hide the
enclosure as much as possible.
Windows and Doors
None of the exterior doors or windows are original. We plan to replace all the current double-hung
windows with non-operable aluminum clad windows that emulate a 50/50 double hung window. All
other windows will be aluminum clad to match the historic openings. All doors or windows that
historically had transoms above will again have transoms in place.
Balconies
We are proposing balcony areas to activate the top of the two turrets facing Webster Ave. The doors
leading to the balconies will be noticeable from the ground, as the public currently cannot see the
exterior wooden walls at the back of the turrets. The existing stonework at the top of the turret
provides a 24-inch wall around the balconies, and the new glass safety railing will blend into the
stonework.
Page 48 of 133
Outdoor Equipment
We have two large pieces of equipment that are better-suited for exterior placement:
1. A large walk-in cooler to service the restaurant will be placed outside the restaurant service
door on the east-facing façade. The equipment will be screened in the same manner as the
dumpster and mechanical equipment enclosure.
2. A dry sauna will installed in the pool area. This will be a pre-fabricated luxury unit, and will it
will be used to help provide privacy from the parking lot to the pool area.
Landscaping
We are proposing a robust landscape plan that uses high-quality paving materials to create unique
areas throughout the site. We plan to use both large-format and small-format pavers, as well as
colored crushed gravel for the various plazas, sunken patios, and the walkways throughout the
gardens.
Page 49 of 133
View from the corner of 3rd Street and W. Muskegon Avenue, looking west (photo from March 2025).
Page 50 of 133
View from the corner of 3rd Street and W. Muskegon Avenue, looking west (photo from March 2025).
Page 51 of 133
View from the corner of 4th Street and W. Muskegon Avenue, looking north (photo from March 2025).
Page 52 of 133
View from 4th Street, looking northeast (photo from March 2025).
Page 53 of 133
View from 4th Street, looking northeast (photo from March 2025).
Page 54 of 133
View from the corner of 4th Street and W. Webster Avenue, looking east (photo from March 2025).
Page 55 of 133
View from the corner of 3rd Street and W. Webster Avenue, looking south (photo from March 2025).
Page 56 of 133
View from 3rd Street, looking southwest (photo from March 2025).
Page 57 of 133
View from 3rd Street, looking southwest (photo from March 2025).
Page 58 of 133
INDEX OF SHEETS
CS COVER SHEET
C0.1 REMOVALS PLAN
C1.0 OVERALL SITE PLAN
C2.0 GRADING, DRAINAGE, & SESC PLAN
C3.0 X-SECTIONS, NOTES, AND DETAILS
L1.0 LANDSCAPE PLAN
AS1.0 SITE STRUCTURES
ES1.2 ELECTRICAL SITE PHOTOMETRIC CALCULATIONS
HACKLEY CASTLE
PROJECT LOCATION
349 W. WEBSTER AVENUE
CITY OF MUSKEGON
VICINITY MAP
MUSKEGON COUNTY, MICHIGAN 49440
0'
50
50
0'
R
below.
NORTH
Know what's
Call before you dig.
For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Callen Engineering, Inc.
BENCH MARKS:
BM 1 TOP OF W'LY FLANGE BOLT ON HYDRANT AT S'LY
PROJECT LOCATION OWNER 108 East Savidge Street
CORNER OF WEBSTER AVENUE AND THIRD STREET. Spring Lake, MI 49456
Elevation: 105.32 ft. (NAVD 88)
SECTION 30, T10N, R16W, 349 WEBSTER, LLC E O F MI CHIG T.616.414.5260
AT www.callenengineering.com
BM 2 TOP OF W'LY FLANGE BOLT ON HYDRANT, SW SIDE
CITY OF MUSKEGON, 700 TERRACE POINT RD. #200
BRUCE
AN
ST
OF THIRD STREET, 175'± SE OF C/L WEBSTER A
CALLEN
AVENUE.
MUSKEGON COUNTY, MICHIGAN J.W.C.
EER
LI C E N S
MUSKEGON, MICHIGAN 49440
Elevation: 106.86 ft. (NAVD 88) License No.
GI N
6201047392
B.A.C. A.J.B.
PR
EN
BM 3 TOP OF S'LY FLANGE BOLT ON HYDRANT, AT S'LY
ED
O F E S S I O NA L
CORNER OF WEBSTER AVENUE AND FOURTH
STREET.
PHONE: 231-788-8086
Elevation: 105.79 ft. (NAVD 88) DATE OF PLAN: 08-18-25 024 - HACKLEY CS
Page 59 of 133
www.callenengineering.com
Callen Engineering, Inc.
108 East Savidge Street
Spring Lake, MI 49456
T.616.414.5260
700 TERRACE POINT RD. #200
MUSKEGON, MICHIGAN 49440
349 WEBSTER, LLC
231-788-8086
EXISTING CONDITIONS & REMOVALS PLAN
MUSKEGON COUNTY, MICHIGAN
CITY OF MUSKEGON HEIGHTS
349 W. WEBSTER AVENUE
HACKLEY CASTLE
Property Address:
349 W. Webster Avenue
Muskegon, Michigan 49440
Parcel Number:
61-24-205-335-0001-00
DEMOLITION NOTES T
- NO
ARY CTION
Property Description:
ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE REMOVED FROM THE SITE
I N
ENTIRE BLOCK 335, REVISED PLAT (OF 1903) OF THE CITY OF MUSKEGON,
AND DISPOSED OF IN ACCORDANCE WITH ALL. LOCAL, STATE, AND FEDERAL REGULATIONS.
NO R E LIM STRU
P N
AS RECORDED IN LIBER 3 OF PLATS, PAGE 71, MUSKEGON COUNTY ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE, STUMP, AND VEGETATION REMOVALS LEGEND RT
R CO
RECORDS. CITY OF MUSKEGON, COUNTY OF MUSKEGON, STATE OF REMOVAL SHALL BE BACKFILLED. H FO
MICHIGAN.
BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS THE
Total Acreage: DEMOLITION PROGRESSES. PROPOSED BUILDING
2.63 Acres (114,616 sft.) FOOTPRINT
CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY DEMOLITION PERMITS AND E O F MI C HI G
PAYING FOR ANY ASSOCIATED PERMIT FEES. BENCH MARKS: AT BRUCE
Property Zoning:
AN
ST
A
FBC - FBC Neighborhood Core NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT ENCOUNTERED DURING BM 1 TOP OF W'LY FLANGE BOLT ON HYDRANT AT S'LY CALLEN
PAVEMENT REMOVAL AREA CORNER OF WEBSTER AVENUE AND THIRD STREET.
Setbacks: EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).
E ER
LI C E N S
Elevation: 105.32 ft. (NAVD 88) License No.
GI N
PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC, PHONE, CABLE, ETC.) 6201047392
Front: 40 ft. SCALE
PR
EN
ED
REMOVAL WITH APPROPRIATE AUTHORITY. ALTHOUGH ALL PRIVATE UTILITY SERVICES MAY NOT BE SHOWN ON THIS
BM 2 TOP OF W'LY FLANGE BOLT ON HYDRANT, SW SIDE OF R
O F E S S I O NA L DRAWING PLOT SCALE
Side: 5 ft. DRAWING, CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY. CONCRETE REMOVAL AREA THIRD STREET, 175'± SE OF C/L WEBSTER AVENUE.
PUBLIC UTILITY REMOVAL - CONTRACTOR TO COORDINATE PUBLIC UTILITY (WATER, SEWER, STORM) REMOVAL WITH Elevation: 106.86 ft. (NAVD 88)
Rear: 5 ft. For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
below.
APPROPRIATE UTILITY COMPANY. ALTHOUGH ALL PUBLIC UTILITY SERVICES MAY NOT BE SHOWN ON THIS DRAWING, PROJECT
CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY. BM 3 TOP OF S'LY FLANGE BOLT ON HYDRANT, AT S'LY Know what's three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
REMOVAL ITEM CORNER OF WEBSTER AVENUE AND FOURTH STREET.
Call before you dig. All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
C0.1
WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL DEPTH. REMOVE TO THE NEAREST Elevation: 105.79 ft. (NAVD 88) of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR TO BEGINNING
WORK. DATE OF PLAN: 08-18-25
Page 60 of 133
www.callenengineering.com
GENERAL NOTES
Callen Engineering, Inc.
108 East Savidge Street
Spring Lake, MI 49456
1. PROJECT INCLUDES RENOVATION OF THE HACKLEY CASTLE FOR HOTEL USE. RELATED
IMPROVEMENTS INCLUDE ACCESSIBLE PARKING AND PEDESTRIAN WAYS, PRIVATE AND PUBLIC GARDENS
AND COMMON SPACES, POOL AND SPA AREA, OUTDOOR DINING AREA, OUTDOOR RECEPTION LAWN
(LINCOLN LAWN), SIGNAGE, LIGHTING, UTILITIES, AND LANDSCAPING.
T.616.414.5260
2. THE DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER MAIN AND PUBLIC SANITARY SEWER.
3. ACCESS TO THE DEVELOPMENT SHALL BE VIA. TWO (2) PROPOSED CURBCUTS. ONE (1) ONTO 3RD STREET,
AND ONE (1) ONTO 4TH STREET.
4. PARKING AND DRIVE AREAS SHALL BE PAVED WITH BITUMINOUS AND CONCRETE PAVEMENTS. EXCESS
SNOW ACCUMULATION WILL BE HAULED OFF SITE.
5. PARKING:
HOTEL / MOTEL:
REQUIRED: ONE (1) SPACE PER GUESTROOM, PLUS ONE (1) ADDITIONAL SPACE PER FIVE (5)
EMPLOYEES.
REQUIRED:
GUEST ROOMS = 46 ROOMS
1 x 46 = 46 SPACES
EMPLOYEES = X EMPLOYEES
1/X = X SPACES
10 TOTAL = 46 SPACES
'
AT-GRADE PROVIDED:
PROPOSED 10 FT. GARDEN PLAZA TOTAL = 46 SPACES, INCLUDING FIVE (5) BARRIER FREE SPACES,
92'
1. AND 120 EX. ON-STREET SPACES WITHIN 300 FT.
PEDESTRIAN WALKWAY 5'
6. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT
700 TERRACE POINT RD. #200
MUSKEGON, MICHIGAN 49440
EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
7. PROPOSED SITE LIGHTING SHALL BE A COMBINATION OF PROPOSED WALL & POLE-MOUNTED
PROPOSED FIXTURES, DIRECTED TO INHIBIT LIGHTING BEYOND PROPERTY LIMITS, MEETING THE REQUIREMENTS OF
349 WEBSTER, LLC
RETAINING WALL APPLICABLE SECTIONS OF THE CITY OF MUSKEGON ZONING ORDINANCE.
231-788-8086
PROPOSED RAMP / STAIRS 8. LANDSCAPING AND SCREENING SHALL MEET THE INTENT OF THE CITY OF MUSKEGON ZONING ORDINANCE.
LANDSCAPE W/ HANDRAIL
PAVERS
PROPOSED OUTDOOR
DINING SEATING
Ramp w/ handrail
121' 122'
STAIRS W/ SANITARY LATERAL
HANDRAIL (CONNECT TO EX. SANITARY)
PROPOSED GAS
FIREPLACE LOCATION
LINCOLN LAWN
MATCH EXISTING PUBLIC PROPOSED
CURB/GUTTER COOLER W/
PROPOSED POOL
FUTURE AND HOT TUB SCREENING WALL
PROPOSED PROPOSED MATCH EXISTING PUBLIC
PRIVATE GARDEN DUMPSTER CURB/GUTTER
ENCLOSURE
8'
PROPOSED
PROPOSED RETAINING WALL
OUTDOOR FDC
SAUNA CABIN
MECHANICAL PROPOSED
EQUIPMENT GRASS PAVERS NO
RT
H
Ra
m 6'
6'
p
Ra
m
p
63'
20'
STAIRS W/ LOADING ZONE
12'
HANDRAIL Ra PROPOSED
m
p
GENERATOR /
MECHANICAL
8' 8' 8' 9' EQUIPMENT
R20'
STAIRS W/
24'
11'
HANDRAIL
24'
R20'
24'
MUSKEGON COUNTY, MICHIGAN
9' 9' 9' 9' 8' 8' 8' 8' 8' 9'
PROPOSED FEATURES LEGEND
EV EV EV EV
CITY OF MUSKEGON HEIGHTS
SITE LAYOUT PLAN
349 W. WEBSTER AVENUE
20'
20'
NEW LIGHT DUTY
HACKLEY CASTLE
CONCRETE SIDEWALK AREA
NEW HEAVY DUTY
CONCRETE PAVEMENT AREA
NEW STAMPED CONCRETE
EX. SITE SIGN TO REMAIN CLEAR VISION PAVEMENT AREA
GRAPHICS TO BE UPGRADED TRIANGLE
(UNDER SEPARATE PERMIT)
POLE-MOUNTED LIGHT FIXTURE (TYP.)
CLEAR VISION 2 EA. - PROPOSED EV (SEE SHEET ES1-2 FOR DETAILS) NEW HEAVY DUTY
TRIANGLE POLE-MOUNTED LIGHT FIXTURE (TYP.) CHARGING STATIONS HMA PAVEMENT AREA
(SEE SHEET ES1-2 FOR DETAILS)
MATCH EXISTING PUBLIC
CURB/GUTTER AND STONE DUST / DECOMPOSED
PLACE: PAVEMENT SECTION GRANITE AREA
1 EA. - 6"x6"x6" TEE
17 LFT. - 6" D.I.W.M., CL-53
1 EA. - 6" VALVE AND BOX E O F MI CHIG
1 EA. - 5" HYDRANT ASSEMBLY AT BRUCE
T
AN
ST
PLACE: - NO A
ARY CTION
CALLEN
1 EA. - 12" SLEEVE N
E ER
LI C EN S
I
LIM TRU
License No.
PRE CONS
1 EA. - 12"x6" CUT-IN TEE
GI N
6201047392
SCALE
(CONNECT TO EX. 12" WATER SERVICE) PR
EN
ED
1 EA. - 6" VALVE AND BOX FOR O F E S S I ONAL DRAWING PLOT SCALE
143 LFT. - 6" D.I.W.M. CL 52 R
(DOMESTIC / FIRE PROTECTION) For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
1 EA. - 2" CURB STOP AND BOX three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
143 LFT - 2" COPPER, TYPE K All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
below.
C1.0
(DOMESTIC) Know what's of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Call before you dig. DATE OF PLAN: 08-18-25
Page 61 of 133
www.callenengineering.com
PLACE:
STORM STRUCTURE SCHEDULE
Callen Engineering, Inc.
58 LFT. - 12" HDPE STM @ 0.60%.
(THIS SHEET)
108 East Savidge Street
Spring Lake, MI 49456
(CONNECT TO EX. CATCH BASIN)
MH#1 (4' DIA) RIM = 102.71 FT
(COVER: EJIW 1045 W/ SOLID COVER OR A.E.)
12" INV (E) = 98.38 FT (SOLID WALL HDPE @ 0.50%)
T.616.414.5260
12" INV (SW) = 98.78 FT (SOLID WALL HDPE @ 0.50%)
MH#2 (4' DIA) RIM = 105.03 FT
5 (COVER: EJIW 1045 W/ SOLID COVER OR A.E.)
5 5 PLACE:
(CONSTRUCT OVER EX. 12" STM)
39 LFT. - 12" HDPE STM @ 0.60%.
12" INV (N) = 98.75 FT (SOLID WALL HDPE @ 0.60%)
12" INV (SSE) = 98.75 FT (SOLID WALL HDPE @ 0.60%)
5 PLACE:
10 105.10 8" INV (SE) = 98.75 FT (PVC STM @ 0.60%)
114 LFT. - 8" PVC STM @ 0.60%.
CB#1 (5' DIA) RIM = 102.74 FT
(COVER: EJIW 5100 Z MDOT TYPE D W/ M2 GRATE OR A.E.)
5
MH #2 10 12" INV (NE) = 99.20 FT (HDPE STM @ 0.50%)
105
10
36" INV (SW) = 97.34 FT (PERF. STM @ LAY FLAT)
5
104.89
PLACE: CB#2 (5' DIA) RIM = 101.75 FT
39 LFT. - 12" HDPE STM @ 0.60%. (COVER: EJIW 5100 Z MDOT TYPE D W/ M2 GRATE OR A.E.)
36" INV (NE) = 97.34 FT (PERF. STM @ LAY FLAT)
103.46 104.63 103.46 YD#1 (4' DIA) RIM = 103.00 FT
(COVER: EJIW 1045 W/ O2 GRATE OR A.E.)
12" INV (NW) = 98.98 FT (PERF. STM @ 0.60%)
1 2 7 12" INV (SW) = 98.98 FT (PERF. STM @ 0.60%)
104 104 1 2
105.71 YD#2 (2' DIA) RIM = 103.00 FT
7 YD #1
(COVER: EJIW 1045 W/ O2 GRATE OR A.E.)
12" INV (NE) = 99.21 FT (PERF. STM @ 0.60%)
YD #2 103.34
10
700 TERRACE POINT RD. #200
MUSKEGON, MICHIGAN 49440
103.56
5
10
104.34 107.21
103.36 104.81
106.71 105.51 104.62 104.49
6
103.56 105.71 105.71
4 4 103.32 T.O.W.
107
106.00 107.31
349 WEBSTER, LLC
103.56
106.31
STORM STRUCTURE NOTES
104.68 105.29 Ramp w/ handrail
105.71 105.95
231-788-8086
105.31 106.00 STORM SEWER LENGTHS PROVIDED ARE MEASURED FROM
104.73 103.64 107.23 103.56 CENTER OF STRUCTURE. RIM ELEVATIONS ARE MEASURED
103.56 103.56 AT EDGE OF METAL.
103.30
106.35 103.56 103.45
STORM SEWER SHALL BE WATER-TIGHT, SOLID-WALL HDPE
1
5
103.56
BASEMENT OR APPROVED EQUAL, UNLESS INDICATED ON THE PLANS.
10
103.35
1 103.45 FFE = 103.56' 2
1 MANHOLES AND CATCH BASINS SHALL BE IN ACCORDANCE
2 103.56 FIRST FLOOR ELEVATION WITH MDOT STANDARD SPECIFICATIONS. CATCH BASINS
103.56 105.95
4 SHALL INCLUDE 2-FT SUMP.
(VARIES 107.11' - 107.31') 2
4 ALL EXISTING CATCH BASINS TO REMAIN SHALL BE CLEANED
105
103.30 BASEMENT FLOOR 103.45 103.50 AND INSPECTED TO VERIFY OPERABILITY.
103.56 ELEVATION = 103.56'
103.28 CONNECTIONS TO MANHOLES SHALL BE MADE WITH A
5
103.28 RESILIENT CONNECTOR FOR PIPE DIAMETERS 24 INCHES OR
104.18 LESS.
5 103.56
103.56 103.50 MANHOLE RIM ELEVATIONS SHALL BE SET 1/4" BELOW PLAN
103.45 GRADE.
3
CATCH BASIN RIM ELEVATIONS SHALL BE SET 1 16 " BELOW
103.30 PLAN GRADE.
104.27
105.31
BASEMENT 104.50 104.23 104.13
103.64 ALL CURB DIMENSIONS ARE MEASURED FROM EDGE OF
104.68 104.73 FFE = 103.56'
METAL.
T.O.W.
104 4
107.11
106.25
THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION
103.84
10
T.O.W. T.O.W. AND DEPTH OF EXISTING UNDERGROUND UTILITIES PRIOR
3
106.25 106.25 TO CONSTRUCTION. CONFLICTS IN GRADES SHALL BE
103.56
104.24 104.62
REPORTED TO ENGINEER AND ADJUSTMENTS SHALL BE
104.09
Ra
m
p 102.95 105.13 106.97 104.60 103.39
103.26 MADE AT NO ADDITIONAL COST TO OWNER.
102.45 104.63 103.38 103.72 103.88 Ra
m
104.64 103.38 103.72
p
10
104.54
101.86
10
104.79
4
104.32 103.02 103.97 104.49
104.29
3
Ra
m
p
104.32
103.38
105.40
103
101.84 103.70 103.10 103.04 104.25 103.80
104.90 104.20
7 104.12
H.P.
104.27
104.20 102.81 103.76 MH #1
H.P.
104.27 CB #1 103.53 103.29
CB #2 10
28
4
10
4
10 103.53 102.97 3 104.21 104.10
10
10
104.09 103.79 103.68
4
103.11 102.74 7
2
101.86 103.82 104.26 103.28 104.20
PLACE:
EV EV EV EV
76 LFT. - 12" HDPE STM @ 0.50%.
103.03 (CONNECT TO EX. CATCH BASIN)
4
GRADING, DRAINAGE, AND SESC PLAN
103.18 104.54
102.45 104.60 104.35 103.62 103.37
104.41
MUSKEGON COUNTY, MICHIGAN
7
4 4 3 4
5 5 10 5
CITY OF MUSKEGON HEIGHTS
349 W. WEBSTER AVENUE
HACKLEY CASTLE
NO
RT
H
7
PLACE:
PLACE: 83 LFT. - 12" HDPE STM @ 0.50%.
244 LFT. - 36" PERF. STM @ 0.00%.
EROSION CONTROL MEASURES SESC NOTES T
XXX.XX
- NO
TOTAL DISTURBED AREA: 98,399 SFT (2.26 ACRES)
IN ARY CTION
LIM TRU
PRE CONS
When bare soil is exposed, temporarily or permanently, to erosive forces from wind and or
water on flat areas, mild slopes, grassed waterways and spillways, diversion ditches and ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE SITE PLAN MAY BE
dikes, borrow and stockpile areas, and spoil piles. NECESSARY AS SITE WORK PROGRESSES. PERMITTEE IS RESPONSIBLE FOR ALL MEASURES
NECESSARY TO PREVENT OFFSITE SEDIMENTATION.
FOR
On flat areas, slopes, grassed waterways and spillways, diversion ditches and
dikes, borrow and stockpile areas, and spoil piles when areas are subject to
raindrop impact, and erosive forces from wind or water. DURING THE ENTIRE CONSTRUCTION PHASE OF THE PROPOSED PROJECT, THE
CONTRACTOR SHALL BE REQUIRED TO PROVIDE CLEAN-UP OPERATIONS ALONG AND ON THE
ROADWAY WHERE DIRT AND/OR DEBRIS HAS BEEN DEPOSITED DUE TO THE CONSTRUCTION E O F MI CHIG
When bare soil or recently vegetated slopes are exposed to BENCH MARKS: AT
erosive forces from wind and/or water. ACTIVITIES AND/OR RELATED WORK. AS A MINIMUM, CLEAN-UP WILL BE DONE ON A DAILY BRUCE
AN
ST
BM 1 TOP OF W'LY FLANGE BOLT ON HYDRANT AT S'LY A
BASIS; ADDITIONAL CLEAN-UP WILL BE PERFORMED AS DEEMED NECESSARY BY THE CITY CALLEN
As a temporary measure used to capture sediment from sheet CORNER OF WEBSTER AVENUE AND THIRD STREET.
EER
LI C E N S
flow. May also divert small volumes of sheet flow to protected Elevation: 105.32 ft. (NAVD 88)
GEOTEXTILE SILT FENCE AND ALL CATCH BASIN PROTECTION MEASURES SHALL BE License No.
GI N
outlets. PROPERLY PLACED AS SHOWN ON PLANS AND AS NEEDED TO RETAIN SOILS ONSITE.
6201047392
BM 2 TOP OF W'LY FLANGE BOLT ON HYDRANT, SW SIDE SCALE
PR
EN
ED
Around the entrance to a catch basin or an inlet that will capture PERIODIC MAINTENANCE AND INSPECTION OF SESC MEASURES IS REQUIRED FOR PROPER OF THIRD STREET, 175'± SE OF C/L WEBSTER R
O F E S S I ONAL DRAWING PLOT SCALE
runoff from an earth change activity. EFFECTIVENESS. AVENUE.
Elevation: 106.86 ft. (NAVD 88)
STABILIZE SITE AS SOON AS POSSIBLE. For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
below.
At locations where construction equipment will enter and exit the PROJECT
drain easement and tracking of soil is anticipated. BM 3 TOP OF S'LY FLANGE BOLT ON HYDRANT, AT S'LY
Know what's three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
Call before you dig.
CORNER OF WEBSTER AVENUE AND FOURTH All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
C2.0
*SESC MEASURES SHALL COMPLY WITH MICHIGAN ASSOCIATION OF COUNTY DRAIN COMMISSIONERS SESC MANUAL SPECIFICATIONS STREET. of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
Elevation: 105.79 ft. (NAVD 88)
DATE OF PLAN: 08-18-25
Page 62 of 133
www.callenengineering.com
PLANT SCHEDULE
Callen Engineering, Inc.
108 East Savidge Street
Spring Lake, MI 49456
SYMBOL CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY
TREES
T.616.414.5260
®
™
SYMBOL CODE BOTANICAL / COMMON NAME CONT HEIGHT QTY
SHRUBS
700 TERRACE POINT RD. #200
MUSKEGON, MICHIGAN 49440
Ramp w/ handrail
349 WEBSTER, LLC
®
231-788-8086
®
®
SYMBOL CODE BOTANICAL / COMMON NAME CONT SPACING SPACING QTY
GROUND COVERS
Ra
m
p
Ra
m
p
Ra
m
p
LANDSCAPE DATA
Off Street Parking
Required
EV EV EV EV
· Any frontage along all streets with surface parking at the build-to-line or within the required
build-to zone shall be defined by a 3' high street screen. Required street screens shall be of
one of the following: The same building material as the principal building on the lot or a
vegetative screen composed of shrubs planted to be opaque at maturity, or a combination of
the two.
Proposed
th rd
· 3ft. high shrubs, trees and berm along W. Western Ave. Along 4 /3 Streets, 3 ft. high
shrubs.
Replacement Trees
Required
· Preservation Required: All existing live trees in excess of twelve (12) inches in diameter and at
four and one half (4 ½) feet above the ground shall be preserved as much as practical. Those
that must be removed and cannot be replaced on site may donate those trees to the City's
nursery to be used elsewhere around the
· City Replacement Required: Should any tree required by this ordinance to be preserved or
planted die, it shall be the responsibility of the owner/developer to replace the dead tree with
two (2) trees for every one tree lost with trees of a minimum of three (3) inches in diameter four
and one-half (4 ½) feet above the ground.
· 5 ea. Trees to be removed. 10 ea. Trees to be planted.
MUSKEGON COUNTY, MICHIGAN
Proposed
· 10 ea. Trees along W. Western Ave.
NO
RT
LANDSCAPE NOTES H
CITY OF MUSKEGON HEIGHTS
Front Yard Greenbelt
349 W. WEBSTER AVENUE
LANDSCAPE PLAN
Required
1. ALL PLANTING BEDS SHALL RECEIVE 4" OF EVENLY SPREAD SHREDDED HARDWOOD BARK MULCH OVER 4" OF TOPSOIL. MULCH BLANKET SHALL
HACKLEY CASTLE
BE PLACED AT ALL LOCATIONS WITH SLOPES 1:3 OR STEEPER. NO MULCH SHALL BE PLACED IN DETENTION / RETENTION BASIN BOTTOM AREA. · All required front setbacks shall be landscaped with a minimum of one (1) canopy or shade
tree, two (2) understory or evergreen trees and (2) shrubs, for each thirty (30) lineal feet (or
2. CONTRACTOR SHALL NOTIFY "MISS DIG" TO LOCATE ANY UNDERGROUND UTILITY LINES OR STRUCTURES PRIOR TO STARTING CONSTRUCTION. major portion thereof) of frontage abutting the right-of-way. Access ways from public
rights-of-way through required landscape strips shall be permitted, but such access ways shall
not be subtracted from the lineal dimension used to determine the minimum number of trees
3. CONTRACTOR SHALL PROVIDE SPECIFIED SHRUBS, GROUNDCOVERS AND OTHER PLANT MATERIALS THAT COMPLY WITH ALL and shrubs required.
RECOMMENDATIONS AND REQUIREMENTS OF ANSI 280.1 "AMERICAN STANDARD FOR NURSERY STOCK". PLANT MATERIAL SHALL BE CERTIFIED
· 398 ft. / 30 = 13 Canopy Trees
TO BE HARDY TO MUSKEGON COUNTY, FREE OF DISEASE AND INSECTS AND BE HEALTHY, VIGOROUS STOCK, GROWN WITH GOOD
HORTICULTURAL PRACTICE AND INSTALLED IN ACCORDANCE WITH METHODS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. · 398 ft. / 30 = 26 Understory Trees
ALL LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, NEAT AND ORDERLY STATE, FREE FROM REFUSE AND DEBRIS. ANY DEAD OR DISEASED · 398 ft. / 30= 26 Shrubs
PLANTS SHALL BE REPLACED.
Proposed
4. ALL LANDSCAPE BEDS AND MULCH BORDERS ADJACENT TO LAWN AREAS SHALL HAVE A METAL EDGE UNLESS SPECIFIED OTHERWISE.
· 11 ea. Proposed Trees and 2 ea. existing Trees = 13 Canopy Trees
5. SEED SHALL BE PLACED OVER 4" OF TOPSOIL IN ALL PROPOSED LAWN AREAS AND ALL AREAS DISTURBED BY CONSTRUCTION WITH SLOPES · 5 ea. Trees along 3rd St., 13 ea. Trees along 4th St., 10 ea. Evergreen Trees along 4th St. = 28
T
LESS THAN 1:3. Understory/Evergreen Trees
- NO
SEED MIXES SHALL BE AS FOLLOWS: · 92 ea. Shrubs
I NARY CTION
LIM TRU
10% TALL FESCUE PRE CONS
FOR
20% PERENNIAL RYE GRASS Parking Lot Landscaping
30% CREEPING RED FESCUE
Required
40% KENTUCKY BLUEGRASS
@ 6 LBS PER 1000 SFT · Parking lots exceeding 5,000 square feet (including all parking spaces, lanes, drives and other
areas devoted to vehicular use) shall be landscaped with at least one (1) landscape island. For
E O F MI CHI G
each additional 5,000 square feet (or each additional 20 spaces, whichever is greater) an
SEED MIXES SHALL BE DROUGHT TOLERANT @ 6 LBS PER 1,000 SFT. additional landscape island shall be required. Landscape islands shall be at least 180 square AT BRUCE
feet in size, with a minimum width of three (3) feet. Landscape islands shall be landscaped with
AN
ST
A
R
6. ALL PLANTINGS AND LANDSCAPE IMPROVEMENTS SHALL BE CONSISTENT WITH LOCAL ZONING REQUIREMENTS. one (1) shade canopy tree and three (3) shrubs for every eight (8) parking spaces. Canopy CALLEN
trees shall be a minimum of twelve (12) feet in height with a minimum caliper of 2 inches at
EER
LI C E N S
four and one-half (4 ½) feet above the ground. License No.
GI N
6201047392
below.
· 17,500 sf. /5,000 sf. = 4 islands SCALE
Know what's PR
EN
ED
O F E S S I O NA L
Call before you dig.
· 4 Canopy Tree and 45 parking spaces / 8 = 17 shrubs. DRAWING PLOT SCALE
Proposed
· 4 Islands = 180 sf. or greater
For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of PROJECT
· 3 Additional islands three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
· 1 Canopy Tree per island All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
L1.0
· 17 shrubs of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
DATE OF PLAN: 08-18-25
Page 63 of 133
CATCH BASIN INLET
FOUR CADMIUM PLATED
www.callenengineering.com
ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER
COVER AS SHOWN ON
CURB AND GUTTER AS 5/8" DIA THREADED STUDS
PLANS
Callen Engineering, Inc.
SHOWN ON PLANS W/ WASHERS & GASKETS-
FINISHED GRADE
108 East Savidge Street
ANCHOR TO CONE
Spring Lake, MI 49456
ROLLED CURB
5"-16" GRADE RINGS
T.616.414.5260
CONCENTRIC CONE
VARIABLE PRECAST
CONCENTRIC
(FLAT TOP LID
ACCEPTABLE)
RADIUS AS SPECIFIED ON PLANS OR
AS DIRECTED BY THE ENGINEER
3'-0"
SLOPE CONCRETE
45°
*1'-6" (TYP.) AS SHOWN
BACK OF CURB
FLOW LINE
VARIES
PRECAST FLAT TOP WHERE REQUIRED
PLANE OF WEAKNESS JOINT BY GRADE AND DEPTH OF STRUCTURE
PER PLAN
(BOTH SIDES)
RAMP UP
1:12 MAX TURNING SPACE. CONCRETE RADIAL UNITS
PRECAST CONCRETE 2'-0" MIN.
1" EXPANSION JOINT (TYP.) GUTTER PAN SECTIONS
STORM SEWER PIPE
* TO FRONT EDGE OF GUTTER PAN (SEE PLAN FOR TYPE AND SIZE)
CONCRETE DRIVEWAY OPENING, DETAIL M (TYP.) CG-M 6"
NO SCALE
4" CONCRETE GRADE MDOT S2, 4-8%
MIN. SUMP
INVERT GUTTER PAN AIR ENTRAINED. (LIGHT BROOM FINISH)
2'-0"
WHERE REQUIRED
1/4"/FT 6'-0" COMPACTED SAND
5 1/2" 1 3/4"
UNDISTURBED
6"
6'-0" RAMP GROUND
700 TERRACE POINT RD. #200
CURB HEIGHT 0"
MUSKEGON, MICHIGAN 49440
3" MIN.
6"
2"
6"
2"
4" SAND SUBBASE IF BASE IS PRECAST SET
R
R
ON MIN 4" OF PEA GRAVEL
1'-2"
(C.I.P.)
7/8" WHERE LEACH BASIN IS CALLED OUT, IN IMPERVIOUS SOILS OR
349 WEBSTER, LLC
PROVIDE 24" Ø SUMP OPENING IN BASE.
9"
WET CONDITIONS
EX. SUBGRADE FILL WITH 6A STONE
6" CONCRETE SLAB
231-788-8086
PAVEMENT
18"
SURFACE
CATCH BASIN DETAIL
NOTE: 1) PROVIDE CONTROL JOINTS AT 5' O/C
NO SCALE
CONCRETE CURB & GUTTER CG-F2 CONCRETE SIDEWALK SECTION CP-4 B.F. RAMP DETAIL HC-R3
DETAIL F2, MODIFIED NO SCALE TYPE R
NO SCALE NO SCALE
ROUNDED CORNERS
18"
18"x12" ALUMINUM SIGN
W/ WHITE FACE AND BLUE
1" MIN. LETTERS ONLY - SEE REMOVE ALL WIRE AND BURLAP
PLAN FOR LOCATION FROM TOP OF ROOTBALL
6"x12" ALUMINUM SIGN W/
9"
6" CONCRETE, MDOT 2" HMA MIX 13A, 36A LVSP (WEARING COURSE) WHITE FACE & BLUE
2" HMA MIX 3C, LVSP, 13A (LEVELING COURSE) 3" SHREDDED BARK MULCH
S2 W/ 4"X4" W2.5xW2.5 LETTERS AT VAN
WIRE MESH ACCESSIBLE SPACE ONLY
AGRIFORM PLANT FOOD TABLETS
6" AGGREGATE BASE, MDOT 22A - SEE PLAN
CG-G
6'-8"
GUTTER DETAIL 4" x 8" COMPACTED BACKFILL SAUCER
6" AGGREGATE BASE, MDOT 22A 12" SAND SUBBASE, MDOT CLASS II 2" SQUARE ALUMINUM TUBING
NO SCALE - OMIT SAUCER WHEN IN PLANT BEDS
W/ COAT PRIMER AND 2 COATS
BLACK MATTE FINISH FINISH GRADE
12" SAND SUBBASE, MDOT CLASS II EX. SUBGRADE (VERIFY ABSENCE
2'-0"
OF UNSUITABLE MATERIALS. BACKFILL MIXTURE TO BE (3) THREE
REMOVE PER DIRECTION OF 12" DIA. CONCRETE
PARTS TOPSOIL, (1) ONE PART
EX. SUBGRADE (VERIFY ABSENCE OWNERS REPRESENTATIVE FOUNDATION
SAND, AND (1) ONE PART PEAT PER
OF UNSUITABLE MATERIALS.
2'-0" MIN.
EACH YARD
REMOVE PER DIRECTION OF
OWNERS REPRESENTATIVE 10" DEEP MIN. COMPACTED
6"
BACKFILL MIXTURE
1" DEEP TOOLED JOINT
HMA PAVEMENT SECTION HMA
6" CONCRETE PAVEMENT SECTION CP-6 NO SCALE BARRIER - FREE SIGN HS-G
NO SCALE
NO SCALE
6" MIN.
SHRUB INSTALLATION
4" CONCRETE SLAB 4" CONCRETE GRADE 35P,
U.N.O. SEE PLANS FOR 4-8% AIR ENTRAINED.
REINF. IF REQUIRED VARIES INTEGRAL WALK/CURB NOTES:
WALK CONTROL JOINT SW-CJ 4"
(LIGHT BROOM FINISH)
1. INSTALLATION INCLUDES REMOVAL OF STAKES ONE
NO SCALE 1"R
1/4"/FT YEAR AFTER INSTALLATION
3" SHREDDED BARK MULCH
2. SHAPE SOIL SURFACE TO PROVIDE WATERING RING
12"
X-SECTIONS, NOTES, AND DETAILS
ALL STAKES, 3 PER TREE, 3. ADJUST TREE TIES TO ALLOW ROOM FOR GROWTH
4" SAND BASE DURING ESTABLISHMENT (ALLOW SLACK)
MUSKEGON COUNTY, MICHIGAN
6" 6" 2-#4 BARS, CONT. (2x2 HARDWOOD STAKES) 4" x 8" COMPACTED BACKFILL SAUCER
(C.I.P.) SHALL BE PLACED EVENLY - OMIT SAUCER WHEN IN PLANT BEDS
1/2" RADIUS (TYP.) 4. TREE PIT DEPTH SHALL EQUAL ROOTBALL DEPTH
AT INTERVALS OF 120°
(MEASURE BEFORE DIGGING TO AVOID OVER EXCAVATION) FINISH GRADE
REQUIRED EVERY AROUND TREE
50' MAXIMUM
CITY OF MUSKEGON HEIGHTS
NOTE: 1) PROVIDE 3/8" EXPANSION JOINT
WHERE WALK MEETS BUILDING WONDER TIES OR APPROVED EQUAL BACKFILL MIXTURE TO BE (3) THREE
349 W. WEBSTER AVENUE
1/2" EXPANSION MATERIAL 2) PROVIDE CONTROL JOINTS AT 6' O/C PARTS TOPSOIL, (1) ONE PART
HACKLEY CASTLE
SAND, AND (1) ONE PART PEAT PER
2'-0" MIN.
EACH YARD
CONCRETE SIDEWALK W/ FLUSH CURB SW-2 TREE WRAP LOOSEN SUBSOIL
NO SCALE
SET TOP OF ROOT CROWN 2"
4" CONCRETE SLAB
ABOVE FINISHED SOIL ELEVATION
U.N.O. SEE PLANS FOR
REINF. IF REQUIRED 3" (D) SHREDDED BARK MULCH.
3" TO 4" HIGH CIRCULAR DO NOT COVER TREE GRAFT PERENNIAL INSTALLATION
4" CONCRETE GRADE 35P,
WALK EXPANSION JOINT SW-EJ 4-8% AIR ENTRAINED.
WATER DAM AROUND
THE TREE
FINISH GRADE
NO SCALE VARIES INTEGRAL WALK/CURB
(LIGHT BROOM FINISH)
4"
1"R REMOVE ALL WIRE, STRING, AND
1/4"/FT T
6" MAX NURSERY WRAPS.
- NO
BACKFILL MIXTURE TO BE (3) THREE I NARY CTION
LIM TRU
PRE CONS
18"
PARTS TOPSOIL, (1) ONE PART
SAND, AND (1) ONE PART PEAT PER
FOR
4" SAND BASE
(C.I.P.) 6" 6" 2-#4 BARS, CONT. EACH YARD
ROOTBALL
24"
NOTE: 1) PROVIDE 3/8" EXPANSION JOINT 2x BALL
WHERE WALK MEETS BUILDING E O F MI CHIG
2) PROVIDE CONTROL JOINTS AT 6' O/C AT BRUCE
AN
ST
A
CALLEN
SW-1
EER
LI C E N S
INTEGRAL WALK / CURB 21 GRAM "AGRIFORM" PLANTING TABLETS AS FOLLOWS:
License No.
GI N
NO SCALE 6201047392
2 TABLETS PER 1 GAL. PLANT SCALE
PR
EN
ED
3 TABLETS PER 5 GAL. PLANT R
O F E S S I O NA L DRAWING PLOT SCALE
4 TABLETS PER 15 GAL. PLANT
LARGER PLANTS (2) TWO TABLETS PER 1/2" DIAM. OF TRUNK CALIPER
For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of
below.
PROJECT
Know what's three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.
TYPICAL - TREE STAKING Call before you dig. All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR
C3.0
of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.
DATE OF PLAN: 08-18-25
Page 64 of 133
Production remark:
1. Profile color: matte black powder coated
2. Glass: 6 low E 2# XDTN0079 +16Ar + 6 mm low iron tempered glass
Glass performance VLT:0.54 , SHGC: 0.33, U value: 0.29
Page 65 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
INSIDE Item No:
location:
series :
OUTSIDE
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-01
90 thermal break fix window
Qty:4 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 01
Page 66 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
OUTSIDE
INSIDE
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-02
85 thermal break hung window
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 02
Page 67 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-03
90 thermal break fix window
Qty:3 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 03
Page 68 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-04
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 04
Page 69 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-05
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 05
Page 70 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
OUTSIDE
INSIDE
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-06
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 06
Page 71 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
W07A TEMPERED + 3C
Customer:
W07 Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-07
85 thermal break hung window
Qty:12 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 07
Page 72 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-08
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 08
Page 73 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-09
90 thermal break fix window
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 09
Page 74 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-10
85 thermal break hung window
Qty:37 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 10
Page 75 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
INSIDE Qty:
glass : tempered clear glass
OUTSIDE color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-11
90 thermal break fix window
Qty:4 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 11
Page 76 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-12
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 12
Page 77 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-13
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 13
Page 78 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-14
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 14
Page 79 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
INSIDE
Size:
Qty:
OUTSIDE glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-15
90 thermal break fix window
Qty:4 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 15
Page 80 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-16
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 16
Page 81 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-17
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 17
Page 82 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-18
90 thermal break fix window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 18
Page 83 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-19
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 19
Page 84 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
36"
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-20
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 20
Page 85 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-21
85 thermal break hung window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 21
Page 86 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-22
85 thermal break hung window
Qty:4 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 22
Page 87 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
INSIDE Qty:
glass : tempered clear glass
OUTSIDE color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-23
90 thermal break fix window
Qty:4 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 23
Page 88 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-24
90 thermal break fix window
Qty:12 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 24
Page 89 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
OUTSIDE
Project:
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-25
85 thermal break hung window
Qty:12 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 25
Page 90 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-26
85 thermal break hung window
Qty:8 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 26
Page 91 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-27
90 thermal break fix window
Qty:8 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 27
Page 92 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
INSIDE
Size:
Qty:
OUTSIDE glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-28
90 thermal break fix window
Qty:12 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 28
Page 93 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-29
90 thermal break fix window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 29
Page 94 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-30
90 thermal break fix window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 30
Page 95 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE
series :
Size:
OUTSIDE
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-31
90 thermal break fix window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 31
Page 96 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
OUTSIDE
INSIDE
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-32
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 32
Page 97 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-33
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 33
Page 98 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
OUTSIDE
INSIDE
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-34
85 thermal break hung window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 34
Page 99 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
INSIDE Qty:
glass : tempered clear glass
OUTSIDE
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-35
90 thermal break fix window
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 35
Page 100 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
INSIDE Qty:
glass : tempered clear glass
OUTSIDE color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：W-36
90 thermal break fix window
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 36
Page 101 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
INSIDE profile: Aluminium
Hardware: Standard
OUTSIDE Date confirmed:
Item No.：SF-01
100 thermal break storefront
Qty:7 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 37
Page 102 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
INSIDE
Hardware: Standard
Date confirmed:
OUTSIDE
Item No.：SF-02
100 thermal break storefront
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 38
Page 103 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
INSIDE
Hardware: Standard
Date confirmed:
OUTSIDE
Item No.：SF-03
100 thermal break storefront
Qty:6 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 39
Page 104 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
glass : tempered clear glass
color： Black
profile: Aluminium
INSIDE
Hardware: Standard
Date confirmed:
OUTSIDE
Item No.：SF-04
100 thermal break storefront
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 40
Page 105 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-01
louver
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 41
Page 106 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-02
louver
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 42
Page 107 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-03
louver
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 43
Page 108 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-04
louver
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 44
Page 109 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-05
louver
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 45
Page 110 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
965 (3'2")
TEMPERED + 3C
Customer:
Project:
Item No:
location:
INSIDE series :
Size:
Qty:
OUTSIDE
glass : tempered clear glass
color： Black
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：L-06
louver
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+18Ar+6mm Low-E#2 tempered glass total of 48 pages 42
Page 111 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
INSIDE INSIDE glass : tempered clear glass
color： Black
OUTSIDE OUTSIDE
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：D-01
115 thermal break commercial door
Qty:2 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+16Ar+6mm Low-E#2 tempered glass total of 48 pages 46
Page 112 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
INSIDE INSIDE glass : tempered clear glass
color： Black
OUTSIDE OUTSIDE
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：D-02
115 thermal break commercial door
Qty:3 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+16Ar+6mm Low-E#2 tempered glass total of 48 pages 47
Page 113 of 133
NO.:
vlew from outside Windows
& Doors
Glass LOGO:
TEMPERED + 3C
Customer:
Project:
Item No:
location:
series :
Size:
Qty:
INSIDE INSIDE glass : tempered clear glass
color： Black
OUTSIDE OUTSIDE
profile: Aluminium
Hardware: Standard
Date confirmed:
Item No.：D-03
115 thermal break commercial door
Qty:1 :BYM REVISION:
Date: 2025. 6 . 24
GLASS: 6mm+16Ar+6mm Low-E#2 tempered glass total of 48 pages 48
Page 114 of 133
HACKLEY CASTLE RENOVATION 349 WEBSTER, MUSKEGON, MI
Windows Schedule
Quantity in North Quantity in South Quantity in West
Ea Quantity inWe
East
S.No Window Type Width Height Total Qunatity
Elevation Elevation Elevation Elevation
1 W-01 5'-8" 2'-10" 2 2 4
2 W-02 3'-4" 6'-4" 1 1
3 W-03 4'-0" 2'-9" 3 3
4 W-04 6'-7" 10'-6" 6 6
5 W-05 3'-9" 6'-8" 2 2
6 W-06 3'-9" 5'-11" 2 2
7 W-07 4'-0" 7'-10" 6 6 12
8 W-07A 4'-0" 2'-4" 6 6 12
9 W-08 5'-8" 5'-1" 6 6
10 W-09 6'-5" 3'-2" 1 1
11 W-10 4'-0" 6'-4" 7 17 7 6 37
12 W-11 2'-4" 5'-11" 4 4
13 W-12 6'-6" 9'-3" 6 6
14 W-13 2'-11" 5'-0" 2 2
15 W-14 2'-11" 9'-3" 2 2
16 W-15 1'-3" 3'-11" 4 4
17 W-16 6'-6" 7'-10" 6 6
18 W-17 3'-0" 7'-10" 2 2
19 W-18 6'-6" 2'-4" 6 6
20 W-19 6'-7" 10'-5" 6 6
21 W-20 3'-0" 5'-6" 2 2
22 W-21 3'-4" 7'-7" 6 6
3 W-22 3'-1" 7'-11" 4 4
24 W-23 2'-7" 5'-11" 4 4
25 W-24 4'-0" 2'-4" 6 6 12
26 W-25 4'-0" 7'-10" 6 6 12
27 W-26 3'-1" 7'-11" 4 4 8
28 W-27 3'-1" 2'-3" 4 4 8
29 W-28 4'-0" 2'-0" 6 6 12
30 W-29 1'-6" 4'-4" 3 3 6
31 W-30 1'-7" 1'-8" 1 1 2
32 W-31 3'-0" 3'-5" 1 1 2
33 W-32 3'-0" 9'-6" 1 1 2
34 W-33 2'-10" 9'-3" 1 1 2
35 W-34 2'-10" 5'-0" 1 1 2
36 W-35 1'-3" 4'-2" 3 3 6
37 W-36 3'-0" 4'-11" 1 1 2
Total 216
STOREFRONTS SCHEDULE
Quantity in North Quantity in South Quantity in West Quantity in East
S.No StorefrontType Width Height Total Qunatity
Elevation Elevation Elevation Elevation
1 SF-01 4'-4" 10'-0" 2 3 2 7
2 SF-02 5'-4" 10'-10" 1 1
3 SF-03 4'-0" 10'-1" 4 2 6
4 SF-04 5'-0" 10'-10" 1 1
Total 15
ALUM DOOR SCHEDULE
Quantity in North Quantity in South Quantity in West Quantity in East
S.No StorefrontType Width Height Total Qunatity
Elevation Elevation Elevation Elevation
1 D-01 5'-8" 7'-3" 2 2
2 D-02 4'-4" 7'-4" 3 3
3 D-03 5'-6" 7'-3" 1 1
Total 6
LOUVERS SCHEDULE
Quantity in North Quantity in South Quantity in West Quantity in East
S.No StorefrontType Width Height Total Qunatity
Elevation Elevation Elevation Elevation
1 L-01 3'-0" 6'-0" 1 1
2 L-02 3'-1" 6'-2" 2 2
3 L-03 3'-1" 1'-9" 1 1
4 L-04 9'-4" 5'-4" 1 1
5 L-05 9'-2" 5'-4" 1 1
6 L-06 3'-2" 6'-2" 1 1
Total 7
Page 115 of 133
2
A5.2
GENERAL ELEVATION NOTES
(APPLIES TO ALL ELEVATION DRAWINGS)
1. PROVIDE COMPOSITE TRIM BLOCKS AT ALL EXTERIOR
PENETRATIONS, MOUNTING LOCATIONS, SCUPPERS,
LOUVERS, ETC. ON SIDING.
2. PAINT ALL EXTERIOR PENETRATIONS, LOUVERS, VENTS,
PIPES, COVERS, ETC TO MATCH EXISTING WALL
B A COLOR/FINISH.
7 7 3.
0"
2'- 4
/ 1'-
"/1
"
2'-2
'-0"
#
EXTERIOR ELEVATION
KEYNOTES 316 Morris Avenue
Suite 410
1. LOWER EXISTING GRADE AND EXPOSE WALLS Muskegon, MI
2. NEW RETAING WALL AND WALKWAY
3. NEW DOORS 49440
4. NEW TRANSOM WINDOW
5. NEW WINDOW SYSTEM
P. 231.722.3407
6. MECHANICAL EQUIPMENT - SEE MECHANICAL F. 231.722.2589
7. NEW ASPHALT ROOFING SYSTEM
8. NEW DORMER
9. LOUVER - PAINTED TO MATCH TRIM
TOWER ROOF TOWER ROOF 10. 8" COMPOSITE TRIM - PAINTED TO MATCH NEW SHINGLES
181' - 1" 181' - 1" 11. NEW SKYLIGHT
ENCLOSE WITH GLASS OPEN
TOWER - CLOCK TOWER - CLOCK
172' - 8 1/4" 172' - 8 1/4"
CHIMNEY CHIMNEY NEW DOOR AND
WALKWAY TO ROOF
NEW DORMER
7 5 5 7
EXISTING DOOR TO ROOF
W-15 W-15 TOWER THREE TOWER THREE
160' - 10 1/4" 160' - 10 1/4"
1'-3"
3'-11"
5
TOWER TWO TOWER TWO
W-15 151' - 10" 151' - 10"
7 7
8
8 5
ROOF BEARING
2'-4"
146' - 0"
7 7 7
7
W-15 TOWER ONE TOWER ONE
5'-11"
142' - 10 1/2" 142' - 10 1/2"
5 5 5 5
W-11 W-11 W-11 W-11 MEZZANINE
2'-11"
138' - 0"
OPEN 5'-8" OPEN
BALCONY BALCONY
5'-0"
5'-1"
5 5
5 5
W-13 W-13
W-08 W-08 W-08 W-08 W-08 W-08
2'-11"
FOURTH FLR
128' - 10" 3 SOUTH ELEVATION - TOWER
6'-6"
W-07A W-07A W-07A A4.1 1/8" = 1'-0"
W-10 W-10 W-10 W-05 W-06
9'-3"
5 5 5 W-07 W-07 W-07
9'-3"
W-12 W-12 W-12 W-12
5 5 W-12
5 5 5
3'-9"
W-14 W-14
3'-9"
W-12 THIRD FLR
W-05 W-06
114' - 5"
6'-8"
5'-11"
4'-0" 4'-0" 4'-0"
2'-4"
W-07A W-07A W-07A THIRD FLT T.O.S.
HACKLEY CASTLE RENOVATION
W-10 5
W-10 5
4'-0"
111' - 0"
6'-4"
6'-4"
6'-4"
5 W-07
10'-6"
W-07 W-07
7'-10"
W-10 W-04 W-04 W-04
W-04 W-04 W-04
5
5 3'-2" 5
5
6'-5"
2'-10"
6'-7"
2'-10"
W-01
5 W-09 W-01
5 SECOND FLR
5'-8" 5'-8"
5'-8" 5'-4"
100' - 0"
4'-0" 5'-8"
4'-4" 4'-0" 4'-0"
3'-4"
3'-6"
3 3'-0"
2'-9"
2'-7"
W-03 W-03
349 WEBSTER, MUSKEGON, MI
349 WEBSTER, LLC
4 4 W-03
4 4 4 4 W-10 4 4 4 4 4
7'-3"
7'-3"
D-01 D-01
6'-4"
6'-0"
10'-10"
5
10'-1"
10'-0"
3 3 5 3 3 3 3 3 3 3 3 3
VESTIBULE
7'-4"
7'-4"
7'-5"
D-02 D-02 D-02 91' - 6 1/4"
1 W-02 1 1 L-01 1
4'-4" FIRST FLR
87' - 10"
SF-01 SF-01 SF-02 SF-03 SF-03 SF-03 SF-03
2 2
LOWER GRADE - SEE SITE PLAN LOWER GRADE - SEE SITE PLAN
2 NORTH ELEVATION
A4.1 1/8" = 1'-0"
2
A5.2
3
CHIMNEY 7 A5.1 CHIMNEY
7 7
TOWER THREE
160' - 10 1/4"
EXISTING
ELEVATOR
OPEN PENTHOUSE
5 4 TOWER TWO
A5.2 A5.2 151' - 10"
7 7 7
8 8
0" ROOF BEARING
/ 1'- 2'-7"
7 146' - 0"
7
7"
TOWER ONE
5'-11"
5 5 5 5 142' - 10 1/2"
W-23 W-23 W-23 W-23 ROOF - MID
138' - 6"
3'-4"
7'-7"
3'-6" PROJECT NUMBER 2021.0176
5 5 5 5 5 5 ISSUANCE
FOURTH FLR NO. DATE DESCRIPTION
8'-3"
W-21 W-21 W-21 W-21 W-21 128' - 10" 1 2024.06.07 INTERIOR
W-21
5 5 DEMOLITION
W-07A W-07A W-07A
W-10 2 2025.02.21 SD QC SET
W-10 W-10 W-10
W-22 W-22 3 2025.03.03 SD - CORE &
W-07 SHELL
5 W-07
10'-5"
3'-0"
5
W-19 W-19 W-19 W-07 4 2025.03.19 PROGRESS SET
W-19 W-19 W-19
5'-6"
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
3'-1" 5 5 5
5 5
4'-0"
W-20 6'-7" W-20
THIRD FLR
7'-11"
114' - 5"
W-10
6'-10"
6'-6"
5 5
2'-4"
W-18 W-18 W-18 W-18 W-18 W-18 W-07A W-07A W-07A THIRD FLT T.O.S.
W-10 W-10 W-10 3'-0" 5 111' - 0"
W-22 W-22
5
W-17 W-07 W-07 W-07
7'-10"
7'-10"
W-16 W-16 W-16 W-16 W-16
OR N
5 5 5
5 5
T F
2'-10"
W-01 W-17 W-16 W-01 SECOND FLR
N O U CT I O
6
5'-8"
5'-6" 4'-0" 3'-1" 5'-0"
100' - 0"
S T R
ON
4'-0"
3'-2"
W-10 W-10 W-10 W-10 W-10 W-10 4
W-10 W-10 C
63 1/2"
7'-3"
L-02
6'-2"
6'-4"
W-10 D-03
10'-10"
5 5 5 5 5 5 5 3 5 5 Copyright © 2025 HDJ Inc. All Rights Reserved
VESTIBULE
L-02 91' - 6 1/4"
FIRST FLR
87' - 10"
EXTERIOR
SF-04
ELEVATIONS -
In plan it is looks like NORTH & SOUTH
louver
3/28/2025 11:25:27 AM
1
A4.1
SOUTH ELEVATION
1/8" = 1'-0"
A4.1
Page 116 of 133
GENERAL ELEVATION NOTES
(APPLIES TO ALL ELEVATION DRAWINGS)
1. PROVIDE COMPOSITE TRIM BLOCKS AT ALL EXTERIOR
PENETRATIONS, MOUNTING LOCATIONS, SCUPPERS,
LOUVERS, ETC. ON SIDING.
2. PAINT ALL EXTERIOR PENETRATIONS, LOUVERS, VENTS,
PIPES, COVERS, ETC TO MATCH EXISTING WALL
COLOR/FINISH.
3.
4
A5.2
MECH PENTHOUSE
GABLE ROOF OPTION
SHOWN
ROOF BEARING
146' - 0"
#
EXTERIOR ELEVATION
KEYNOTES 316 Morris Avenue
1. LOWER EXISTING GRADE AND EXPOSE WALLS
Suite 410
2. NEW RETAING WALL AND WALKWAY Muskegon, MI
3. NEW DOORS
4. NEW TRANSOM WINDOW
49440
5. NEW WINDOW SYSTEM P. 231.722.3407
6. MECHANICAL EQUIPMENT - SEE MECHANICAL
7. NEW ASPHALT ROOFING SYSTEM
F. 231.722.2589
8. NEW DORMER
9. LOUVER - PAINTED TO MATCH TRIM
10. 8" COMPOSITE TRIM - PAINTED TO MATCH NEW SHINGLES
11. NEW SKYLIGHT
FOURTH FLR
128' - 10"
STRUCTURAL FLOOR AND
REINFORCED SUPPORT
3 MECH GABLE ROOF DORMER SECTION
A4.2 1/4" = 1'-0"
HACKLEY CASTLE RENOVATION
349 WEBSTER, MUSKEGON, MI
349 WEBSTER, LLC
2 1 2
TOWER ROOF TOWER ROOF
181' - 1" 181' - 1"
CHIMNEY CHIMNEY
OPEN ENCLOSE WITH GLASS
NEW ROOF WALKWAY NEW ROOF WALKWAY
AND RAILING AND RAILING
TOWER - CLOCK TOWER - CLOCK
172' - 8 1/4" 172' - 8 1/4"
NEW GABLE NEW GABLE
ROOF ROOF
1'-3" 1'-3"
4'-5"
4'-5"
5 5 5 5 MECH PENTHOUSE
HIP ROOF OPTION
W-35 W-35 SHOWN
W-35 W-35 TOWER THREE TOWER THREE
160' - 10 1/4" 160' - 10 1/4"
MECH PENTHOUSE
GABLE ROOF OPTION
SHOWN 1'-3"
4'-2"
5 5
TOWER TWO W-35
TOWER TWO
W-35 151' - 10" 151' - 10"
OPEN
ROOF BEARING
146' - 0"
1'-7"
TOWER ONE TOWER ONE
1'-8"
142' - 10 1/2" W-30 142' - 10 1/2"
1'-6" W-30
3'-0" OPEN
BALCONY
4'-11"
4'-4"
5 5
9'-4"
5 9'-2"
9 5
2'-10" OPEN
10
W-29 W-29 W-29
W-36
BALCONY W-29 W-29 W-29
W-36
5'-4"
5'-4"
5'-0"
5 5
L-04 W-34 W-34 L-05
2'-0"
5 5 5 5
4'-0" FOURTH FLR FOURTH FLR
W-28 W-28 W-28 W-28 W-28 W-28 128' - 10" W-28 W-28 W-28 W-28 W-28 W-28 128' - 10"
3'-1" 3'-1" 4'-0" 2'-10"
2'-3"
2'-3"
2'-4"
W-27 W-27 W-24 W-24 W-24 W-27 W-27 W-24 W-24 W-24
W-10 W-10 W-10 W-10 W-10 W-10
9'-3"
5
5
7'-11"
8'-0"
8'-0"
5
5
5 5 5 5 5 5
W-33 W-33
W-26 W-26 W-25 W-25 W-25 THIRD FLR W-26 W-26 W-25 W-25 W-25 THIRD FLR
114' - 5" 114' - 5"
3'-1" 4'-0"
PROJECT NUMBER 2021.0176
2'-4"
3'-0" THIRD FLT T.O.S. THIRD FLT T.O.S.
2'-4"
W-27 W-27 W-24 W-24 W-27 W-27 W-24 W-24 W-24
W-24
W-10 W-10 ISSUANCE
W-10 W-10 W-10 111' - 0" W-10 111' - 0"
NO. DATE DESCRIPTION
3'-1"
1 2024.06.07 INTERIOR
5 5 DEMOLITION
9'-6"
7'-10"
7'-11"
2 2025.02.21 SD QC SET
5 5
5 5 5 5 5 5 3 2025.03.03 SD - CORE &
SHELL
W-26 W-26 W-25 W-25 W-32 W-32 W-26 W-25 W-25 W-25 4 2025.03.19 PROGRESS SET
W-25 SECOND FLR W-26 SECOND FLR
100' - 0" 100' - 0"
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
4'-4" 3'-0" 3'-1" 4'-4"
6
4'-1" 3'-2"
2
3'-5"
2'-8"
4 4 4 5 5 4 4 4 4
W-10
6'-2"
W-31 W-31
3 3 3
10'-1"
10'-0"
10'-0"
5 3'-1" 3 3 3 3 5
1'-9"
VESTIBULE VESTIBULE
7'-4"
91' - 6 1/4" L-06 91' - 6 1/4"
L-03
4'-4"
FIRST FLR FIRST FLR
87' - 10" 87' - 10"
SF-01 SF-01 SF-01 SF-03 SF-03 SF-01 SF-01
T F OR N
N O U CT I O
S T R
C ON
Copyright © 2025 HDJ Inc. All Rights Reserved
EXTERIOR
ELEVATIONS -
EAST & WEST
3/28/2025 11:25:48 AM
1 EAST ELEVATION 2 WEST ELEVATION
A4.2 A4.2
A4.2
1/8" = 1'-0" 1/8" = 1'-0"
Page 117 of 133
EXISTING BUILDING REHABILITATION
HACKLEY CASTLE
349 W. WEBSTER AVE, MUSKEGON, MI 49440
349 WEBSTER, LLC
AS1.0
OPEN ROOF / TRELLES
3
SCREEN ABOVE
51' - 0"
STONE CAP
METAL STANDING SEAM
ROOF GREEN WALL
GREEN WALL
TRELLIS WALL W/
GREEN WALL BEHIND
BURNISHED FACE CMU BURNISHED FACE CMU,
BEHIND
SPLIT FACE CMU
SPLIT FACE CMU, BEHIND
PLANT & TREE SCREEN
18' - 4"
SCREEN WALL PROJECT NUMBER 2021.0176
ISSUANCE
NO. DATE DESCRIPTION
14' - 11"
BRAND WALL
TRASH
4 ENCLOSURE WEST ELEVATION 3 ENCLOSURE NORTH ELEVATION AS1.0 4 ENCLOSURE MECHANCIAL
ENCLOSURE
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
137
AS1.0 1/8" = 1'-0" AS1.0 1/8" = 1'-0" 136
14' - 2"
2 AS1.0
SIGNAGE
OPEN ROOF / TRELLES
OPEN ROOF / TRELLES
SCREEN ABOVE
SCREEN ABOVE
METAL STANDING SEAM STONE CAP
ROOF
BURNISHED FACE CMU
BURNISHED FACE CMU
SPLIT FACE CMU
SPLIT FACE CMU
TRELLIS WALL W/ 5' - 11" 9' - 0" 9' - 0"
GREEN WALL BEHIND
PLANT & TREE SCREEN
5
AS1.0
Copyright © 2022 HDJ Inc. All Rights Reserved
5 ENCLOSURE SOUTH ELEVATION 2 ENCLOSURE EAST ELEVATION 1 UTILITY ENCLOSURE FLOOR PLAN
AS1.0 1/8" = 1'-0" AS1.0 1/8" = 1'-0" AS1.0 1/8" = 1'-0" SITE STRUCTURES
7/14/2025 12:23:45 PM
AS1.0
Page 118 of 133
Copyright © 2025 HDJ Inc. All Rights Reserved
O
N
AV
E EXISTING BUILDING REHABILITATION
EG
HACKLEY CASTLE
K
US M-46
.M
E W
AV
R
S TE
3
EB
RD
PROJECT
.W LOCATION
W
349 W. WEBSTER AVE, MUSKEGON, MI 49440
4
ST
LOCATION MAP
MAPQUEST
349 WEBSTER, LLC
316 Morris Avenue
Suite 410
ROOF PACKAGE SCOPE OF WORK PROJECT SUMMARY PROJECT TEAM Muskegon, MI
49440
SHEET INDEX THIS CONSTRUCTION PHASE WORK PERMIT CONSISTS OF THE FOLLOWING SOW:
HISTORIC BUILDING:
ARCHITECT:
P. 231.722.3407
CURRENT
THE HACKLEY SCHOOL ADMINISTRATION BUILDING, BUILT IN 1889, IS CERTIFIED AS A CONTRIBUTING
RESOURCE WITHIN THE NATIONAL REGISTER MUSKEGON HISTORIC DISTRICT. FROM THE CENTER
HOOKER DEJONG, INC F. 231.722.2589
1. REMOVE ALL LAYERS OF EXISTING ROOF SHINGLES, UNDERLAYMENT, FLASHING, AND DRIP 316 MORRIS AVE., SUITE 410
ISSUANCE FRONT OF THE SCHOOL, A SQUARE TOWER OVERLOOKS HACKLEY PARK AND THE CITY. THE STONE
SHEET CURRENT ISSUANCE EDGES AT ALL ROOF LEVELS OF THE BUILDING. currently containing asphalt shingles
BUILDING IS AN ASYMMETRICAL MASS COMBINING RICHARDSONIAN ROMANESQUE GABLES, TOWERS,
MUSKEGON, MI 49440
2. REMOVE AND REPLACE ANY DAMAGED OR ROTTED SUBSTRATE UNCOVERED DURING ROOFING P. 231-722-3407
# SHEET NAME DATE DESCRIPTION REMOVAL.
TURRETS, ROUND ARCHES, AND ROCK-FACED MASONRY.
3. REMOVE (2) MASONRY CHIMNEYS ON THE NORTH SIDE OF THE BUILDING TO BELOW THE ROOF INTERIOR DESIGNER:
CLASSIFICATION OF WORK:
_TITLE LINE AND INFILL OPENING IN ROOF. PREP SURFACE FOR NEW ROOFING. GRANITI VICENTIA GROUP
REPAIR
A0-RP COVERSHEET - ROOF PACKAGE 2025.08.12 ROOFING PACKAGE 4. REMOVE ALL ROOF PENETRATIONS (VENT STACKS, ROOF VENTS, ETC.), AND INFILL OPEN IN 2135 HWY 6 SOUTH
THE RECONSTRUCTION OR RENEWAL OF ANY PART OF AN EXISTING BUILDING FOR THE PURPOSE OF
ROOF. PREP SURFACE FOR NEW ROOFING. HOUSTON TX, 77077
ITS MAINTENANCE OR TO CORRECT DAMAGE. REPAIRS INCLUDE THE PATCHING OR RESTORATION OR
5. CONSTRUCT (2) NEW DORMER ENCLOSURES (EAST AND WEST) FOR NEW MECHANICAL P. 713-869-0800
ARCHITECTURAL REPLACEMENT OF DAMAGED MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES FOR THE PURPOSE
ROOMS. SCOPE INCLUDES CUTTING OPENINGS IN THE EXISTING ROOF DECK, INSTALLING
AC0.0 CODE REVIEW & ABBREVIATIONS 2025.08.12 ROOFING PACKAGE OF MAINTAINING SUCH COMPONENTS IN GOOD OR SOUND CONDITION WITH RESPECT TO EXISTING
ADDITIONAL RAFTER STRUCTURES / HEADERS TO SUPPORT THE NEW OVERBUILT DORMER MECHANICAL, ELECTRICAL AND PLUMBING,
LOADS OR PERFORMANCE REQUIREMENTS
A0.6 ROOF PLAN AND DEMOLITION 2025.08.12 ROOFING PACKAGE STRUCTURES, INSTALLATION OF THE EXTERIOR MATERIALS, ROOFING, TRIM, LOUVER, GUTTERS FIRE PROTECTION ENGINEER:
A4.1 EXTERIOR ELEVATIONS - NORTH & SOUTH 2025.08.12 ROOFING PACKAGE AND DOWNSPOUTS. HOOKER DEJONG, INC
ALTERATION
(ROOF PACKAGE) 6. THE EXISTING DRAINAGE SADDLE SOUTH OF THE BELL TOWER WILL BE REMOVED FOR THE 316 MORRIS AVE., SUITE 410
LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING
A4.2 EXTERIOR ELEVATIONS - EAST & WEST 2025.08.12 ROOFING PACKAGE CONSTRUCTION OF A LARGER "DORMER" SADDLE IN THE SAME LOCATION. SCOPE INCLUDES MUSKEGON, MI 49440
AREA. THE WORK AREA IS THAT PORTION OR PORTIONS OF A BUILDING CONSISTING OF ALL
(ROOF PACKAGE) CUTTING LARGER OPENINGS IN THE ROOF DECK, INSTALLING ADDITIONAL RAFTER STRUCTURES P. 231-722-3407
RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK AREA
/ HEADERS TO SUPPORT THE NEW OVERBUILT DORMER STRUCTURES, INSTALLATION OF THE
A6.11 PLAN DETAILS - ROOF 2025.08.12 ROOFING PACKAGE EXCLUDES OTHER PORTIONS OF THE BUILDING WHERE INCIDENTAL WORK ENTAILED BY THE
EXTERIOR MATERIALS, ROOFING, TRIM, LOUVER, GUTTERS AND DOWNSPOUTS. STRUCTURAL ENGINEER:
A6.12 PLAN DETAILS - ROOF CONT.. 2025.08.12 ROOFING PACKAGE INTENDED WORK MUST BE PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT
7. ROOFING CONTRACTOR TO INSPECT THE CONDITION OF THE EXISTING METAL FASCIA, GUTTERS JDH ENGINEERING, INC.
A9.11 FOURTH FLOOR PLAN - DORMERS 2025.08.12 ROOFING PACKAGE INITIALLY INTENDED BY THE OWNER IS REQUIRED BY THIS CODE.
AND COPPER DOWNSPOUTS AROUND THE ENTIRE PERIMETER OF THE BUILDING, AND ISSUE A 3000 IVENREST AVE SW
A9.12 FOURTH FLOOR PLAN - TOWER DORMER 2025.08.12 ROOFING PACKAGE NEED TO ADD SCOPE "CONDITIONS REPORT". ITEMS IDENTIFIED, AND DETERMINED TO BE REPAIRED OR REPLACES
CHANGE OF OCCUPANCY GRANDVILLE, MI 49418
DESCRIPTION FOR ELEVATOR WILL BE INCLUDED WITHIN THIS SCOPE OF WORK. P. (616) 531-6020
A CHANGE IN THE USE OF THE BUILDING OR A PORTION OF A BUILDING. A CHANGE OF OCCUPANCY
STRUCTURAL 8. INSTALL METAL T-DRIP AT THE PERIMETER OF THE BUILDING ROOF.
DORMER SHALL INCLUDE ANY CHANGE OF OCCUPANCY CLASSIFICATION, ANY CHANGE FROM ONE GROUP TO
9. APPLY (1) LAYER OF ICE & WATER SHIELD TO THE ROOF DECK EXTENDING 6FT. FROM THE
S1.4 STRUCTURAL NOTES & DETAILS 2025.08.12 ROOFING PACKAGE ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION OR ANY CHANGE IN USE WITHIN A GROUP OWNER:
PERIMETER, AND 3FT UP AT EACH VALLEY. SYNTHETIC UNDERLAYMENT WILL BE UTILIZED
SHEET TOTAL: 10 FOR A SPECIFIC OCCUPANCY CLASSIFICATION WHEELFISH GROUP, LLC.
THROUGHOUT THE REMAINDER OF THE THE ROOF. INSTALL ASPHALT SHINGLES AT ALL ROOF
LEVELS. 700 TERRACE POINT SUITE 200
HEIGHT IN FEET: MUSKEGON, MI. 49440
10. REMOVE EXISTING BELL FROM BELL TOWER VIA CRANE, AND STORE FOR OWNER'S USE.
• FOURTH FLOOR = 41 FEET ABOVE GRADE P. (231) 788-8086
• CLOCK TOWER FLOOR = 85 FEET ABOVE GRADE
• PEAK OF MAIN BUILDING ROOF = 79 FEET ABOVE GRADE
NOTE: THIS "ROOFING PACKAGE" CONSTITUTES A PORTION OF THE OVERALL BUILDING DESIGN OWNERS REPRESENTATIVE:
• PEAK OF CLOCK TOWER ROOF = 88 FEET ABOVE GRADE
PACKAGE SLATED FOR THE RENOVATION OF THIS PROJECT. ANY WORK INCLUDED IN THIS COALITION COMPANIES
DRAWING PACKAGE (AKA ROOFING PACKAGE") NOT FALLING WITHIN THE SOW DESCRIBED ABOVE 847 REYNARD STREET SOUTHEAST
NUMBER OF STORIES: 4 STORIES WITH ONE ADDITIONAL UNIT OCCUPYING FOUR LEVELS WITHIN THE
SHALL NOT BE INTERPRETED AS "APPROVED" BY THE DESIGN TEAM OR CONTRACTOR, BUT SHALL GRAND RAPIDS, MI 49507 Construction Manager:
CLOCK TOWER. ABOVE THE FOURTH STORY
BE INCLUDED AND REVIEWED FOR APPROVAL IN FUTURE PERMIT SUBMISSION PACKAGES. P. (616) 450-3946 Wolverine Building Group
AREA: APPROXIMATELY 50,000 SQ. FT. 4045 Barden SE.,
ROOFING CONTRACTOR: Grand Rapids, MI. 49512
TYPE OF CONSTRUCTION: TYPE III BOB'S ROOFING COMPANY INC.
900 INDUSTRIAL PARK DRIVE
FIRE PROTECTION SYSTEMS: WHITEHALL, MI 49461
• AUTOMATIC SPRINKLER SYSTEM: P. (231) 894 - 5627
1. EXISTING: NONE
2. PROPOSED: NFPA 13
• FIRE ALARM AND DETECTION SYSTEM: TO BE INSTALLED
PARKING COUNT:
HACKLEY CASTLE REHABILITATION
ROOFING PACKAGE - AUGUST 12, 2025
2021.0176
Page 119 of 133
SYMBOLS CODE SUMMARY
1
SHEET NUMBER
WHERE LOCATED NAME NEW SPOT OR PROJECT BUILDING USE:
HOTEL (OCCUPANTS ARE PRIMARILY TRANSIENT)
INTERIOR DESCRIPTION:
2 A2.XX
ELEVATION FLOOR ELEVATION ASSEMBLY ( SOCIAL, RECREATIONAL, FOOD AND DRINK)
ELEVATION NUMBER OF BUILDINGS AND NUMBER OF STORIES: 1 BUILDING, 4 STORIES
MARKER OVERALL BUILDING AREA(S):
ELEVATION NUMBER 1ST FLOOR: 13,697 SF
3 2ND FLOOR: 13,697 SF
3RD FLOOR: 13,697 SF
SHEET NUMBER NEW DOOR 4TH FLOOR: 12,308 SF
WHERE LOCATED EXTERIOR TOTAL: 53,399 SF
A2.X 4 ELEVATION NUMBER OF UNITS: 47
NEW WALL CONSTRUCTION MATERIALS FLOORS/WALLS/ROOF FRAMING: CONCRETE, STEEL, WOOD
MARKER EXTERIOR WALL MATERIALS: MASONRY
ELEVATION NUMBER
ROOFING MATERIALS: ASPHALT SHINGLES
EXISTING WALL AUTOMATIC SPRINKLER SYSTEM TYPE: NEW NFPA 13
SUSTAINABILITY GOALS: NONE
DETAIL NUMBER
HISTORIC STATUS / GOALS: CONTRIBUTING RESOURCE WITHIN HISTORIC DISTRICT
ROOM NAME ROOM NAME APPLICABLE CODES:
SIM THE CITY OF MUSKEGON ENFORCES THE FOLLOWING CODES:
1 DETAIL MARKER / AND NUMBER • 2021 MICHIGAN BUILDING CODE
A101 • 2021 MICHIGAN REHAB CODE
ENLARGED PLAN
• 2023 NATIONAL ELECTRICAL CODE
MARKER • 2021 MICHIGAN PLUMBING CODE
C101A
DOOR TAG
- SEE DOOR SCHEDULE • 2021 MICHIGAN MECHANICAL CODE
SHEET NUMBER
• 2012 MICHIGAN LIFE SAFETY CODE
• 2021 INTERNATIONAL FIRE CODE 316 Morris Avenue
SIM
1 A1 WALL TYPE TAG • 2021 MICHIGAN ENERGY CODE Suite 410
- SEE SHEET A3.x FOR WALL TYPES • 2017 MICHIGAN ACCESSIBILITY CODE
A101 Muskegon, MI
USE GROUP (MBC 303.3, 303.4 , 310.2): ASSEMBLY GROUP A-2
J1 FLOOR/CEILING TAG ASSEMBLY GROUP A-3
49440
SECTION NUMBER - SEE BUILDING SECTIONS RESIDENTIAL GROUP R-1 P. 231.722.3407
SIM KEYNOTE TAG ALLOWABLE BUILDING HEIGHT 75 FEET ABOVE GRADE PLANE (EXCEPTION: TOWERS, SPIRES, STEEPLES, AND OTHER ROOFTOP STRUCTURES F. 231.722.2589
01 (MBC TABLE 504.3, TABLE 504.4): NOT USED FOR HABITATION OR STORAGE
1 - SEE FLOOR PLANS
SECTION CUT A-2/A-3: 3 STORIES ABOVE GRADE PLANE
A101 R-1: 5 STORIES ABOVE GRADE PLANE
01 TOILET ACCESSORIES TAG
SHEET NUMBER - SEE TOILET ACCESSORY SCHEDULE 75 FEET ABOVE GRADE PLANE
ACTUAL BUILDING HEIGHT:
WHERE LOCATED A-2/A-3" 1 STORY ABOVE GRADE PLANE
R-1: 4 STORIES ABOVE GRADE PLANE
PLAN NORTH W01 WINDOW TAG
- SEE SHEET A3.x
TRUE NORTH ALLOWABLE BUILDING AREA MIXED-OCCUPANCY WITH FRONTAGE INCREASE: [48,000 + (16,000 X 0.75)] = 60,000 SF
BL1 BORROWED LITE TAG (MBC 506.2.2, 506.3, TABLE 506.2):
- SEE SHEET A3.x
ACTUAL BUILDING AREA: 1ST FLOOR: 13,697 SF
2ND FLOOR: 13,697 SF
SF1 STOREFRONT TAG 3RD FLOOR: 13,697 SF
- SEE SHEET A3.x 4TH FLOOR: 12,308 SF (INCLUDING MULTI-LEVEL FAMILY SUITE)
TOTAL: 53,399 SF (EXCLUDING ROOFTOP STRUCTURES NOT USED FOR HABITATION OR STORAGE)
DEMOLITION KEYNOTE TAG EXISTING BUILDING IS WITHIN LIMITS
1
NORTH ARROW - SEE DEMOLITION PLANS
SEPARATION OF OCCUPANCIES BETWEEN A & R, SPRINKLERED: 1 HOUR
(MBC TABLE 508.4):
INCIDENTAL USES (MBC TABLE 509.1): 1 HR SEPARATION OR AUTOMATIC SPRINKLER SYSTEM PROTECTION:
• FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU/HR INPUT
ARCHITECTURAL / INTERIORS GENERAL •
•
•
BOILER ROOM WHERE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP
LAUNDRY ROOMS OVER 100 SF
WASTE AND LINEN COLLECTION ROOMS OVER 100 SF
ABBREVIATIONS ABBREVIATIONS CONSTRUCTION TYPE (MBC 602.3): TYPE IIIB : EXTERIOR WALLS ARE NONCOMBUSTIBLE MATERIALS AND INTERIOR BUILDING
ELEMENTS ARE ANY MATERIAL PERMITTED BY CODE. FIRE-RETARDANT-TREATED WOOD FRAMING
AND SHEATHING ARE PERMITTED WITHIN EXTERIOR WALL ASSEMBLIES OF 2-HOUR RATING OR
ACP ACOUSTICAL CEILING PANELS MB MARKER BOARD ALT ALTERNATE LESS.
AFF ABOVE FINISHED FLOOR MECH MECHANICAL APPROX APPROXIMATELY
ALUM ALUMINUM MFR MANUFACTURER ATRIUMS (MBC 404.5, 404.6): SMOKE CONTROL IS NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWO STORIES.
ANOD ANODIZED MO MASONRY OPENING BLDG BUILDING A FIRE BARRIER IS NOT REQUIRED BETWEEN THE ATRIUM AND THE ADJOINING SPACES WHERE
MTD MOUNTED THE ATRIUM IS NOT REQUIRED TO BE PROVIDED WITH A SMOKE CONTROL SYSTEM
BF BARRIER FREE CF CUBIC FEET
BO BOTTOM OF PCT PORCELAIN CERAMIC TILE CL CENTERLINE
BOS BOTTOM OF STEEL PLAM PLASTIC LAMINATE CM CONSTRUCTION MANAGER FIRE RESISTANCE RATING PRIMARY STRUCTURAL FRAME: 0 HOUR
BRG BEARING PNT PAINT CONT CONTINUOUS REQUIREMENTS FOR BUILDING ELEMENTS BEARING WALLS
BSMT BASEMENT PR PAIR (MBC TABLE 601, TABLE 705.5): EXTERIOR: 2 HOUR
PRE-ENG PRE-ENGINEERED D DEEP, DEPTH INTERIOR: 0 HOUR
CG CORNER GUARD PRE-FIN PRE-FINISHED DEMO DEMOLITION NONBEARING WALLS
CJ CONTROL JOINT PT PRESSURE TREATED DEPT DEPARTMENT EXTERIOR: 0 HOUR (FIRE SEPARATION DISTANCE ≥ 30')
CLG CEILING DIA DIAMETER INTERIOR: 0 HOUR
CMU CONCRETE MASONRY UNIT QT QUARRY TILE DIM DIMENSION FLOOR CONSTRUCTION: 0 HOUR
COL COLUMN DN DOWN ROOF CONSTRUCTION: 0 HOUR
COMB COMBUSTIBLE R RISER DWG DRAWING
CONC CONCRETE RB RUBBER BASE FIRE WALLS (MBC TABLE 706.4): N/A
CPT CARPET RD ROOF DRAIN EA EACH
REF REFRIGERATOR EGC ENTERPRISE GREEN COMMUNITIES FIRE BARRIERS (MBC 707.3): SHAFT ENCLOSURES (713.4): 2 HOURS
D DRYER REINF REINFORCED, REINFORCING, EQ EQUAL INTERIOR EXIT STAIRWAY AND RAMP CONSTRUCTION (1023.1): 2 HOURS
DF DRINKING FOUNTAIN REINFORCEMENT EXIT ACCESS STAIRWAY ENCLOSURE (713.4): N/A
DIV DIVISION RF RUBBER FLOORING FT FOOT, FEET EXIT PASSAGEWAY (1024.3): N/A
DS DOWNSPOUT RFT RUBBER FLOOR TILE HORIZONTAL EXIT (1026.1): N/A
RO ROUGH OPENING GC GENERAL CONTRACTOR ATRIUMS (404.6): SEE ABOVE
EJ EXPANSION JOINT GSF GROSS SQUARE FEET INCIDENTAL USES (TABLE 509): SEE ABOVE
ELEC ELECTRICAL SB SMART BOARD CONTROL AREAS (414.2.4): N/A
ELEV ELEVATION SC SOLID CORE H HIGH SEPARATED OCCUPANCIES (TABLE 508.4): SEE ABOVE
EM ENTRANCE MAT SCONC SEALED CONCRETE HT HEIGHT FIRE AREAS (TABLE 707.3.10): N/A
EP ELECTRICAL PANEL SQ SQUARE
EPT EPOXY PAINT SS SOLID SURFACE INFO INFORMATION FIRE PARTITIONS (MBC 708.3): SEPARATION WALLS FOR FROUP R-1 SLEEPING UNITS (420.2): 0.5 HOUR
EQUIP EQUIPMENT SSTL STAINLESS STEEL CORRIDOR WALLS (TABLE 1020.2): 0.5 HOUR
EWC ELECTRIC WATER COOLER ST STAIN LEED LEADERSHIP IN ENERGY AND ELEVATOR LOBBY SEPARATION (3006.3): UL 1784 SMOKE AND DRAFT
EXIST EXISTING SUSP SUSPENDED ENVIRONMENTAL DESIGN CONTROL DOOR ASSEMBLY
EXP EXPANSION SV SHEET VINYL LF LINEAR FEET
EXT EXTERIOR SMOKE BARRIERS (MBC 709.3):
MAX MAXIMUM N/A
T TREAD
FD FLOOR DRAIN T&G TONGUE AND GROOVE MIN MINIMUM
SMOKE PARTITIONS (MBC 710.3): N/A
FE FIRE EXTINGUISHER TB TACKBOARD MISC MISCELLANEOUS
FEC FIRE EXTINGUISHER CABINET TC TRAFFIC COATING HORIZONTAL ASSEMBLIES (MBC 711.2.4): SEPARATING MIXED OCCUPANCIES (508.4): SEE ABOVE
FF FINISHED FLOOR TEMP TEMPERED NIC NOT IN CONTRACT SEPARATING FIRE AREAS (707.3.10): N/A
FHC FIRE HOSE CABINET TERR TERRAZZO NSF NET SQUARE FEET DWELLING UNITS AND SLEEPING UNITS: 0.5 HOUR
FND FOUNDATION TOB TOP OF BEAM NTS NOT TO SCALE SEPARATING SMOKE COMPARTMENTS (709): N/A
FTG FOOTING TOF TOP OF FOUNDATION, TOP OF FOOTING SEPARATING INCIDENTAL USES: SEE ABOVE
TOJ TOP OF JOIST OC ON CENTER
GA GAUGE TOS TOP OF STEEL OFCI OWNER FURNISHED, CONTRACTOR INSTALLED FIRE-RESISTIVE JOINT SYSTEMS JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING
GALV GALVANIZED TOW TOP OF WALL OFOI OWNER FURNISHED, OWNER INSTALLED (MBC 715.1): ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN
GMU GLAZED MASONRY UNIT APPROVED FIRE-RESISTIVE JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A
EXISTING BUILDING REHABILITATION
GWB GYPSUM WALLBOARD UL UNDERWRITER'S LABORATORY TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR, OR
R RADIUS ROOF IN OR BETWEEN WHICH THE SYSTEM IS INSTALLED. FIRE-RESISTIVE JOINT SYSTEMS SHALL
HC HOLLOW CORE VB VINYL BASE REQD REQUIRED BE TESTED IN ACCORRDANCE WITH THE REQUIREMENTS OF EITHER ASTM E1966 OR UL 2079.
HACKLEY CASTLE
HDCP HANDICAP, HANDICAPPED VCT VINYL COMPOSITION TILE RM ROOM
FIRE-RESISTIVE JOINT SYSTEMS IN N/A
HDWD HARDWOOD VERT VERTICAL
SMOKE BARRIERS (MBC 715.6):
349 W. WEBSTER AVE, MUSKEGON, MI
HM HOLLOW METAL VEST VESTIBULE SIM SIMILAR
HORIZ HORIZONTAL VTR VENT THRU ROOF SF SQUARE FEET INTERIOR FINISHES WALL AND CEILING FINISH
349 WEBSTER, LLC
HTG HEATING VWC VINYL WALLCOVERING (MBC TABLE 803.13, SECTION 804.4.2): FLAME SPREAD INDEX:
HVAC HEATING, VENTILATION, AND AIR TFCI TENANT FURNISHED, CONTRACTOR INSTALLED
(SPRINKLERED)
CONDITIONING W WASHER TYP TYPICAL
WR WATER RESISTANT INTERIOR EXIT STAIRWAYS & CLASS B FLOOR FINISH
INSUL INSULATING, INSULATION WWF WELDED WIRE FABRIC UL UNDERWRITERS LABORATORIES MINIMUM CRITICAL RADIANT FLUX:
EXIT PASSAGEWAYS
WWM WELDED WIRE MESH UNO UNLESS NOTED OTHERWISE
JC JANITOR CLOSET
49440
CORRIDORS & EXIT ACCESS A-2/A-3: CLASS B
VIF VERIFY IN FIELD CLASS II
STAIRWAY ENCLOSURES R-1: CLASS C
LIN LINOLEUM
LLV LONG LEG VERTICAL W WIDE, WIDTH
ROOMS & ENCLOSED CLASS C
LP LOW POINT SPACES CLASS II
AUTOMATIC SPRINKLER SYSTEM NFPA 13 SPRINKLER SYSTEM
(MBC 903.3.1.1): EXEMPT LOCATIONS: CLASS II
- GENERATOR AND TRANSFORMER ROOMS SEPARATED FROM THE REMAINDER OF THE BUILDING
BY WALLS AND FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES HAVING A FIRE-RESISTANCE RATING
OF NOT LESS THAN 2 HOURS.
- FIRE SERVICE ACCESS ELEVATOR MACHINE ROOMS AND MACHINERY SPACES.
- MACHINE ROOMS, MACHINERY SPACES, CONTROL ROOMS AND CONTROL SPACES ASSOCIATED
WITH OCCUPANT EVACUATION ELEVATORS.
- GROUP R BATHROOMS THAT DO NOT EXCEED 55 SQUARE FEET IN AREA AND ARE LOCATED
CLASSIFICATION OF WORK: WITHIN INDIVIDUAL SLEEPING UNITS.
REPAIR
THE RECONSTRUCTION OR RENEWAL OF ANY PART OF AN EXISTING BUILDING FOR THE PURPOSE OF ITS MAINTENANCE OR TO CORRECT FIRE ALARM AND DETECTION SYSTEMS NFPA 72 FIRE ALARM SYSTEM
DAMAGE. REPAIRS INCLUDE THE PATCHING OR RESTORATION OR REPLACEMENT OF DAMAGED MATERIALS, ELEMENTS, EQUIPMENT OR (MBC 907.2.8):
FIXTURES FOR THE PURPOSE OF MAINTAINING SUCH COMPONENTS IN GOOD OR SOUND CONDITION WITH RESPECT TO EXISTING LOADS OR GROUP A: MANUAL FIRE ALARM BOXES NOT REQUIRED
PERFORMANCE REQUIREMENTS GROUP R-1:
- ONE MANUAL FIRE ALARM BOX AT AHJ APPROVED LOCATION
ALTERATION - AUTOMATIC SMOKE DETECTION SYSTEM
LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA. THE WORK AREA IS THAT - SINGLE- AND MULTIPLE-STATION SMOKE ALARMS IN SLEEPING AREAS, IN EVERY ROOM IN PATH
PORTION OR PORTIONS OF A BUILDING CONSISTING OF ALL RECONFIGURED SPACES AS INDICATED ON THE CONSTRUCTION FROM SLEEPING AREA TO EXIT ACCESS, IN EACH STORY OF SLEEPING UNIT
DOCUMENTS. WORK AREA EXCLUDES OTHER PORTIONS OF THE BUILDING WHERE INCIDENTAL WORK ENTAILED BY THE INTENDED OCCUPANT LOAD (MBC TABLE 1004.5, 1004.7): INDOOR AREAS: 489 PERSONS
WORK MUST BE PERFORMED AND PORTIONS OF THE BUILDING WHERE WORK NOT INITIALLY INTENDED BY THE OWNER IS
ASSEMBLY, LOOSE TABLES AND CHAIRS: X / 15 = X
REQUIRED BY THIS CODE.
EXERCISE ROOM: 295/50 = 6
KITCHENS, COMMERCIAL: X / 200 = 2
CHANGE OF OCCUPANCY
RESIDENTIAL: 42,029 / 200 = 210
A CHANGE IN THE USE OF THE BUILDING OR A PORTION OF A BUILDING. A CHANGE OF OCCUPANCY SHALL INCLUDE ANY CHANGE OF
ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM: X / 300 = X
OCCUPANCY CLASSIFICATION, ANY CHANGE FROM ONE GROUP TO ANOTHER GROUP WITHIN AN OCCUPANCY CLASSIFICATION OR ANY
CHANGE IN USE WITHIN A GROUP FOR A SPECIFIC OCCUPANCY CLASSIFICATION
OUTDOOR AREAS: X PERSONS
ASSEMBLY, LOOSE TABLES AND CHAIRS: 1263 / 15 = 84
HEIGHT IN FEET:
SWIMMING POOL: 228/50 = 5
• FOURTH FLOOR = 41 FEET ABOVE GRADE
SWIMMING POOL DECK: 768/50= 15
• CLOCK TOWER FLOOR = 85 FEET ABOVE GRADE
• PEAK OF MAIN BUILDING ROOF = 79 FEET ABOVE GRADE STAIRWAYS (1005.3.1): 489 * 0.2 = 97.8 INCHES REQUIRED; 162 INCHES PROVIDED (TOTAL)
MEANS OF EGRESS SIZING
• PEAK OF CLOCK TOWER ROOF = 88 FEET ABOVE GRADE STAIRWAYS (1011.2): 44 INCHES REQUIRED; 54 INCHES PROVIDED (EACH OF THREE STAIRWAYS)
(MBC 1005.3):
OTHER EGRESS COMPONENTS (1005.3.2): 489 * 0.15 = 73.35 INCHES REQUIRED; 108 INCHES PROVIDED (TOTAL)
NUMBER OF STORIES: 4 STORIES WITH ONE ADDITIONAL UNIT OCCUPYING FOUR LEVELS WITHIN THE CLOCK TOWER. ABOVE THE FOURTH DOORS (1010.1.1): 32 INCHES REQUIRED; 36 INCHES PROVIDED (X3)
STORY CORRIDORS (TABLE 1020.3): 44 INCHES REQUIRED; 60 INCHES PROVIDED
AREA: APPROXIMATELY 50,000 SQ. FT. ACCESSIBLE MEANS OF EXCEPTION: ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING
EGRESS (MBC 1009.1): BUILDINGS
TYPE OF CONSTRUCTION: TYPE III NO AREA OF REFUGE REQUIRED
ELEVATOR NOT CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS
FIRE PROTECTION SYSTEMS:
• AUTOMATIC SPRINKLER SYSTEM: NUMBER OF EXITS (MBC TABLE 1006.3.3): 1-500 OCCUPANT LOAD PER STORY:
1. EXISTING: NONE REQUIRED: 2
2. PROPOSED: NFPA 13 PROVIDED: 3
• FIRE ALARM AND DETECTION SYSTEM: TO BE INSTALLED
AREAS OF REFUGE (1009.3.3, 1009.4.2): AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH
PARKING COUNT: AN AUTOMATIC SPRINKLER SYSTEM
ELEVATORS ARE NOT REQUIRED TO BE ACCESSED FROM AN AREA OF REFUGE IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
EXIT ACCESS TRAVEL DISTANCE REQUIRED: 250 FEET
(MBC TABLE 1017.2): PROVIDED: 125 FEET
PROPOSED IS WITHIN LIMITS
DEAD END CORRIDORS (MBC 1020.5): REQUIRED: (GROUP A); 50 FEET (GROUP R-1, SPRINKLERED)
PROVIDED: 15 FEET
ACCESSIBILITY ( MBC 1108.6.1): ACCESSIBLE UNITS:
- 26 TO 50 TOTAL UNITS PROVIDED
- 2 ACCESSIBLE UNITS REQUIRED; 2 PROVIDED
- 0 ROLL-IN SHOWERS REQUIRED; 2 PROVIDED
TYPE B UNITS:
- STRUCTURE WITH 4+ SLEEPING UNITS
- EVERY SLEEPING UNIT SHALL BE TYPE B (EXCEPT MULTI-STORY UNIT)
ELEVATOR CAR TO ACCOMODATE WHERE ELEVATIONS ARE PROVIDED IN BUILDINGS FOUR OR MORE STORIES ABOVE GRADE
AMBULANCE STRETCHER (MBC 3002.4): PLANE, NOT FEWER THAN ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT
EMERGENCY ACCESS TO ALL FLOORS. THE ELVATOR CAR SHALL BE OF SUCH A SIZE AND
ARRANGEMENT TO ACCOMODATE AN AMBULANCE STRETCHEREVATOR CAR
BUILDING THERMAL ENVELOPE COMMERCIAL BUILDING
( MEC TABLE C402.1.3, TABLE C402.1.4, CLIMATE ZONE: 5A (MUSKEGON COUNTY) PROJECT NUMBER 2021.0176
TABLE C402.4): BUILDING ENVELOPE REQUIREMENTS:
ROOF, ATTIC: R-49 ISSUANCE
WALLS, ABOVE GRADE: EXISTING TO REMAIN, ADD R-# ON INTERIOR FURRING ON MASONRY NO. DATE DESCRIPTION
WALLS, BELOW GRADE: EXISTING TO REMAIN, ADD R-# ON INTERIOR FURRING ON MASONRY
FLOORS, SLAB-ON-GRADE, HEATED: R-15 FOR 36" BELOW + R-5 FULL SLAB 1 2025.06.02 CM PRICING
OPAQUE DOORS, SWINGING: U-0.37 PACKAGE
FIXED FENESTRATION: U-0.36, SHGC-0.38 2 2025.08.12 ROOFING
OPERABLE FENESTRATION: U-0.45, SHGC-0.33 PACKAGE
ENTRANCE DOORS: U-0.63, SHGC-
MINIMUM PLUMBING FACILITIES ALL OCCUPANCIES: 1 SERVICE SINK REQUIRED, 1 PROVIDED
(MPC TABLE 403.1)
ASSEMBLY OCCUPANCIES: 1 DRINKING FOUNTAIN PER 500 OCCUPANTS, 2 PROVIDED (1 HIGH, 1 LOW)
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
FOOD SERVICE ESTABLISHMENTS: HAND WASHING SINKS PROVIDED
A-2 BARS, TAVERNS:
WATER CLOSETS, MALE: 1 PER 40
WATER CLOSETS, FEMALE: 1 PER 40
LAVATORIES: 1 PER 75
A-2 RESTAURANTS, BANQUET HALLS:
WATER CLOSETS, MALE: 1 PER 75
WATER CLOSETS, FEMALE: 1 PER 75
LAVATORIES: 1 PER 200
A-3 INDOOR RECREATION:
WATER CLOSETS, MALE: 1 PER 125
WATER CLOSETS, FEMALE: 1 PER 65
OR
LAVATORIES: 1 PER 200
T F U
NO STR
A-3 OUTDOOR RECREATION:
WATER CLOSETS, MALE: 1 PER 125
WATER CLOSETS, FEMALE: 1 PER 65
LAVATORIES: 1 PER 200
ON
R-1 HOTELS: C
WATER CLOSETS: 1 PER SLEEPING UNIT REQUIRED, 1 PROVIDED
LAVATORIES: 1 PER SLEEPING UNIT REQUIRED, 1 PROVIDED
Copyright © 2025 HDJ Inc. All Rights Reserved
BATHTUBS/SHOWERS: 1 PER SLEEPING UNIT REQUIRED, 1 PROVIDED
CODE REVIEW &
ABBREVIATIONS
8/11/2025 4:52:45 PM
AC0.0
Page 120 of 133
150' - 9" +/- ROOF PLAN LEGEND
A4.1 ASPHALT ROOFING- REPLACEMENT
5 SLOPE IN STRUCTURE
1 6 6 1
14
6 4 5 14 5 4 6
1
1
ROOFING MATERIALS
CERTAINTEED INTEGRITY ROOF SYSTEM:
GRAND MANOR SHINGLES, COLONIAL SLATE
1 1 HIGH PERFORMANCE STARTER SHINGLES
SHANGLE HIP & RIDGE CAPS
DIAMOND DECK WATER RESISTANT UNDERLAYMENT
13 GRACE VYCOR ICE AND WATER SHIELD
13 DRIP EDGE, 1-1-1/2" T-STYLE, BLACK
PVC BOOTS, BLACK
16 16 FLASHINGS, BLACK
6 SIM 4 4
10
10
(TYP)
4 A4.2
6 10 SIDING MATERIALS
(TYP) A4.2 4 (TYP) (AT EXISTING ELEVATOR PENTHOUSE AND NEW DORMERS)
1 14 316 Morris Avenue
1 2 2 HAMES HARDIE SHINGLE SIDING, STRAIGHT EDGE, GRAY SLATE
1 JAMES HARDIE TRIM, GRAY SLATE
Suite 410
14 Muskegon, MI
49440
8 P. 231.722.3407
GENERAL ROOF PLAN NOTES F. 231.722.2589
1
1. ALL ROOF-MOUNTED EQUIPMENT AND PENETRATIONS ARE NOT
1
SHOWN. COORDINATE QUANTITIES AND LOCATIONS WITH
19' - 4"
OTHER DISCIPLINES.
2. PROVIDE SADDLES AT OBSTRUCTIONS THAT RESTRICT THE
3 FLOW OF WATER TO DRAINAGE SYSTEM.
3
A4.2 TYP 4
A9.11 4
3' - 10"
3 2 A4.2
# ROOF PACKAGE KEYNOTES
A4.2 1 8' - 4"
7 15
3' - 8"
7 1. PROVIDE METAL EDGE STRIPS, ICE & WATER SHIELD AT
8 BUILDING PERIMETER ( 6 FT FROM ROOF EDGE AND 3 FT AT ALL
6 VALLEYS) PLUS UNDERLAYMENT AT REMAINING ROOF AREAS,
10" / 12"
10
10" / 12"
INSTALL ASPHALT SHINGLES PER SCHEDULE BELOW.
(TYP) 2. PROVIDE INFILL FRAMING AND SHEATHING TO ENCLOSE ROOF
1 Sim
93' - 7" +/-
6 10" / 12" 6 OPENING FROM REMOVED CHIMNEY. PREPARE FOR NEW
10" / 12" ROOFING.
A9.11 A9.11 3. INSTALL SKYLIGHT SYSTEM. REFER TO SHEET A6.12 FOR
10" / 12"
10" / 12"
1 DETAILS AND SPECIFICATIONS.
4. PROVIDE AND INSTALL METAL GUTTER AND DOWNSPOUTS.
6 5. LOW ROOF, HORIZONTAL LEAD ROOFING REPLACEMENT BY
16
3' - 4"
1 10' - 11" 7' - 2" OTHERS (N.I.C.)
16
15 6. EXISTING METAL FASCIA, GUTTER AND DOWNSPOUT - WORK
16' - 2"
TBD
(TYP) 10 7. PROVIDE NEW CONCRETE CHIMNEY CAP
8 8. VENT STACKS
4 1 12 9. PRE-FABRICATED GUTTERS WITH COPPER LINING AND
10 FLASHING
A9.11 A9.11 10. PROVIDE STEPPED CUT-IN METAL FLASHING VERTICALLY AT
ROOF / STONE WALL INTERFACE
8 11. 8" OF FLASHING AT BASE (ALL DORMERS AND CHIMNEYS - TYP)
3 3 12. SKIRT BOARD TRIM, PAINTED
13. PROVIDE INFILL FRAMING AND SHEATHING AT DEMOLISHED
14 ROOF VENT OPENINGS. PREPARE FOR NEW ROOFING.
14. EXISTING STONE GABLE ENDS
14
15. EXISTING CHIMNEY
1
1 16. SADDLE
17. FUTURE DOOR (N.I.C.)
18. EXISTING DOOR TO BE IN-FILLED
19. METAL WALL FLASHING
20. SHINGLE SIDING - PAINTED
A4.2 21. BUILT UP FASCIA - PAINTED
1 1 22. PROVIDE SPANDREL GLASS AT WINDOW
10 10 23. CLEAN AND ENSURE SOLID BEARING AND TIES TO EXISTING
1
(TYP) (TYP) STONE AND CHIMNEY ENCLOSURE, AND REPLACE MISSING
7
4 STONE VENEER BY UTILIZING REMOVED STONE VENEER FROM
16
13 12 CHIMNEY DEMOLITION.
6
1 1
1
18" / 12" 18" / 12"
6 A4.2
18" / 12" 18" / 12" 1 6 A4.1
16
6 5
OPEN LEVEL 5 4 6
BELOW WITH
EXPOSED ROOF
6 14 6 14 6
1
A4.1
EXISTING BUILDING REHABILITATION
HACKLEY CASTLE
349 W. WEBSTER AVE, MUSKEGON, MI
3 ROOF PLAN
349 WEBSTER, LLC
A0.6 1/8" = 1'-0"
49440
GENERAL ROOF
DEMOLITION NOTES
1. WHEN EXISTING STONE FACING IS REMOVED, CLEAN FREE OF
GROUT AND DEBRIS, SALVAGE TO OWNER FOR RE-USE.
2. CONTRACTOR TO PROVIDE THE OWNER AND ARCHITECT WITH
WRITTEN AND PHOTOGRAPHIC DOCUMENTATION OF THE
EXISTING ROOF DECK PRIOR TO INSTALLATION OF NEW ROOFING
12 12 SYSTEM.
1 1
#
DEMOLITION KEYNOTES
1 1
12 12
1. REMOVE ROOF SHINGLES, UNDERLAYMENT, METAL DRIP
EDGES, ETC. IN THEIR ENTIRETY. INSPECT CONDITION OF
ROOFING SUBSTRATE, AND REPLACE WHERE DAMAGED;
RIDGE LINE
WATER DAMAGED OR ROTTED. CUT ALL EXISTING ROOF VENTS
1 1 / MECHANICAL PENETRATIONS JUST BELOW THE ROOFLINE.
INFILL THE SUBSTRATE OPENING AND PREP TO RECEIVE NEW
ROOFING SYSTEM.
2. CUT AND REMOVE SHEATHING AND ROOF RAFTERS TO CREATE
OPENING FOR DORMER (REFER TO SHEETS A9.11 & A9.12 FOR
12 12 DETAILS.
1 1 3. REMOVE EXISTING MASONRY CHIMNEYS TO BELOW THE ROOF
10 LINE. CAREFULLY REMOVE CHIMNEY STONE FACING, CLEAN
13 13 FREE OF GROUT AND DEBRIS, AND RETURN TO OWNER FOR RE-
16 4 A4.2 (TYP) 16 USE.
(TYP) 4. REMOVE EXISTING 8x8 WOOD HEADER
13 1 5. REMOVE JOISTS/SHEATHING
3 3
(TYP) 6. REMOVE EXISTING BEAM AT DORMER OPENING
18 7. CUT ROOF RAFTER TAILS
1 13 8. REMOVE EXISTING CONCRETE CAP
2 9. REMOVE EXISTING SKYLIGHT/ VENT AND FRAME
(TYP)
10. REMOVE EXISTING ROOF SADDLE INCLUDING SHINGLES,
17 18 UNDERLAYMENT, SHEATHING AND OVERBUILD WOOD
STRUCTURE. REMOVE FLASHING AT STONE FACE OF TOWER.
PROTECT WALL FROM DAMAGE.
11. CUT AND REMOVE SHEATHING AND ROOF RAFTERS TO ACCEPT
11 1 11 NEW SKYLIGHTS
12. SURVEY AND DOCUMENT CONDITIONS OF EXISTING METAL
FASCIAS, GUTTERS & DOWNSPOUTS. PREPARE A REPORT OF
CONDITIONS AND RECCOMMENDATIONS FOR REPAIR OR
1 REMOVE / REPLACE.
13. CAREFULLY REMOVE EXISTING RAKE WALL FLASHING. CLEAN
AND REPAIR ANY DAMAGED GROUT, INFILL OPENINGS,
A4.2 PREPARE WALL SURFACE FOR NEW METAL FLASHING.
14. REMOVE ROOF SHINGLE, UNDERLAYMENT, METAL DRIP EDGE,
ETC. IN THEIR ENTIRETY. REMOVE SHEATHING, ROOF FRAMING
AND WALLS. PREP AREA FOR CONSTRUCTION OF NEW
3 ELEVATOR DORMER STRUCTURE.
2 17 15. EXISTING CHIMNEY TO REMAIN
1 9 16. REMOVE ROOF ATTIC VENT LOCATIONS (SQUARE) - SEE
17 DEMOLITION KEYNOTE #1
17. REMOVE MECHANICAL ROOF PENETRATION (ROUND) - SEE
DEMOLITION KEYNOTE #1
Sim 9 17 Sim 18. EXISTING STONE GABLE ENDS TO REMAIN
5 17 5
A9.11 8 A9.11
8
12 2
1 1 1 13
13 (TYP) 12
(TYP)
17
1
9 12 1
A9.11 A9.11
PROJECT NUMBER 2021.0176
18 ISSUANCE
18
NO. DATE DESCRIPTION
11 1 11
1 2025.06.02 CM PRICING
PACKAGE
2 2025.08.12 ROOFING
PACKAGE
14
3 2025.08.15 PROGRESS
13 REVIEW
(TYP)
1 13
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
1 1
(TYP)
16 16
12
13
(TYP)
1 1
17
12 12
EXISTING STONE
12 12 EXISTING STONE 12
1 GABLE END TO REMAIN
GABLE END TO REMAIN
Copyright © 2025 HDJ Inc. All Rights Reserved
ROOF PLAN AND
DEMOLITION
8/14/2025 4:44:37 PM
1
A0.6
ROOF DEMOLITION PLAN
1/8" = 1'-0"
A0.6
Page 121 of 133
GENERAL ROOF PLAN NOTES
1. ALL ROOF-MOUNTED EQUIPMENT AND PENETRATIONS ARE NOT
SHOWN. COORDINATE QUANTITIES AND LOCATIONS WITH
OTHER DISCIPLINES.
2. PROVIDE SADDLES AT OBSTRUCTIONS THAT RESTRICT THE
FLOW OF WATER TO DRAINAGE SYSTEM.
1
# ROOF PACKAGE KEYNOTES
1. PROVIDE METAL EDGE STRIPS, ICE & WATER SHIELD AT
12"
BUILDING PERIMETER ( 6 FT FROM ROOF EDGE AND 3 FT AT ALL
/
26"
VALLEYS) PLUS UNDERLAYMENT AT REMAINING ROOF AREAS,
INSTALL ASPHALT SHINGLES PER SCHEDULE BELOW.
2. PROVIDE INFILL FRAMING AND SHEATHING TO ENCLOSE ROOF
1 OPENING FROM REMOVED CHIMNEY. PREPARE FOR NEW
ROOFING.
(TYP) 3. INSTALL SKYLIGHT SYSTEM. REFER TO SHEET A6.12 FOR
DETAILS AND SPECIFICATIONS.
4. PROVIDE AND INSTALL METAL GUTTER AND DOWNSPOUTS.
5. LOW ROOF, HORIZONTAL LEAD ROOFING REPLACEMENT BY
OTHERS (N.I.C.)
6. EXISTING METAL FASCIA, GUTTER AND DOWNSPOUT - WORK
TBD
7. PROVIDE NEW CONCRETE CHIMNEY CAP
8. VENT STACKS
9. PRE-FABRICATED GUTTERS WITH COPPER LINING AND 316 Morris Avenue
FLASHING Suite 410
10. PROVIDE STEPPED CUT-IN METAL FLASHING VERTICALLY AT
ROOF / STONE WALL INTERFACE Muskegon, MI
11.
12.
8" OF FLASHING AT BASE (ALL DORMERS AND CHIMNEYS - TYP)
SKIRT BOARD TRIM, PAINTED
49440
13. PROVIDE INFILL FRAMING AND SHEATHING AT DEMOLISHED P. 231.722.3407
ROOF VENT OPENINGS. PREPARE FOR NEW ROOFING. F. 231.722.2589
14. EXISTING STONE GABLE ENDS
15. EXISTING CHIMNEY
16. SADDLE
TOWER CLOCK TOWER CLOCK 17. FUTURE DOOR (N.I.C.)
181' - 1" 181' - 1" 18. EXISTING DOOR TO BE IN-FILLED
19. METAL WALL FLASHING
20. SHINGLE SIDING - PAINTED
21. BUILT UP FASCIA - PAINTED
OPEN
22. PROVIDE SPANDREL GLASS AT WINDOW
23. CLEAN AND ENSURE SOLID BEARING AND TIES TO EXISTING
23 STONE AND CHIMNEY ENCLOSURE, AND REPLACE MISSING
TOWER - BELL TOWER - BELL STONE VENEER BY UTILIZING REMOVED STONE VENEER FROM
173' - 0" 173' - 0" CHIMNEY DEMOLITION.
17
CHIMNEY CHIMNEY
1 1
10
(TYP) (TYP)
EXISTING STONE
TO REMAIN
18
TOWER THREE
161' - 4"
Sim
4
A9.12
10 TOWER TWO TOWER TWO
152' - 2" 152' - 2"
ROOF BEARING
146' - 0"
TOWER ONE TOWER ONE
142' - 10 1/2" 142' - 10 1/2"
6 6 6 6
MEZZANINE FLOOR PLAN
138' - 0"
OPEN OPEN
BALCONY BALCONY
MAXIMUM ALLOWABLE BUILDING HEIGHT
6 6
7 SOUTH ELEVATION - TOWER FOURTH FLR
128' - 10"
75' - 0"
A4.1 1/8" = 1'-0"
LANDING 3
121' - 7 1/2"
THIRD FLR
114' - 5"
THIRD FLR T.O.S.
111' - 0"
1
LANDING 2
107' - 2 1/2"
EXISTING BUILDING REHABILITATION
21
6
HACKLEY CASTLE
20 6 SECOND FLR
100' - 0"
349 W. WEBSTER AVE, MUSKEGON, MI
11
ELEV SHAFT
349 WEBSTER, LLC
141' - 2 1/2"
VESTIBULE
91' - 6 1/4"
49440
FIRST FLR
87' - 10"
HISTORIC DORMER 6 6 6 6
EAST AND WEST WALLS
6 (TYP OF 4 LOCATIONS) 5 NORTH ELEVATION
A4.1 1/8" = 1'-0" A4.1 1/8" = 1'-0"
12 1
A9.11 4 23
21
CHIMNEY
20 CHIMNEY
EXISTING STONE
ELEV SHAFT
141' - 2 1/2"
TO REMAIN
12
1 1 1 1
(TYP) (TYP) (TYP) (TYP)
ELEVATOR SOUTH OPEN
4
4 ELEVATION A4.1
A4.1 1/8" = 1'-0"
6 6 6 4
1
MAXIMUM ALLOWABLE BUILDING HEIGHT
4 PROJECT NUMBER 2021.0176
6 6
ISSUANCE
21
FOURTH FLR NO. DATE DESCRIPTION
20 128' - 10" 1 2025.06.02 CM PRICING
PACKAGE
75' - 0"
12 2 2025.08.12 ROOFING
PACKAGE
ELEV SHAFT 3 2025.08.15 PROGRESS
141' - 2 1/2"
REVIEW
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
THIRD FLR
114' - 5"
3 ELEVATOR DORMER WEST
A4.1 1/8" = 1'-0"
SECOND FLR
100' - 0"
1
4
21
Copyright © 2025 HDJ Inc. All Rights Reserved
VESTIBULE
91' - 6 1/4"
20
FIRST FLR
EXTERIOR
22
87' - 10"
ELEVATIONS -
ELEV SHAFT
12 141' - 2 1/2" NORTH & SOUTH
(ROOF PACKAGE)
8/14/2025 4:45:17 PM
2
A4.1
ELEVATOR DORMER EAST
1/8" = 1'-0"
1
A4.1
SOUTH ELEVATION
1/8" = 1'-0"
A4.1
Page 122 of 133
GENERAL ROOF PLAN NOTES
ROOF PACKAGE MATERIAL SELECTIONS 1. ALL ROOF-MOUNTED EQUIPMENT AND PENETRATIONS ARE NOT
SHOWN. COORDINATE QUANTITIES AND LOCATIONS WITH
MARK DESCRIPTION MANUFACTURER MATERIAL COLOR / STYLE SIZE COMMENTS OTHER DISCIPLINES.
2. PROVIDE SADDLES AT OBSTRUCTIONS THAT RESTRICT THE
1 ROOF SHINGLES CERTAIN TEED GRAND MANOR ASPHALT COLONIAL SLATE N/A ALGAE RESISTANT FLOW OF WATER TO DRAINAGE SYSTEM.
2 T-DRIP (EDGING) TBD METAL BLACK 1 - 1/2" -
3 GUTTER / DOWNSPOUTS TBD ALUMINUM PNT-1 TBD -
4 EXTERIOR SIDING AZEK EXTERIORS ENG POLYMER PNT-1 N/A SHINGLE SIDING,
STRAIGHT EDGE STYLE
# ROOF PACKAGE KEYNOTES
1. PROVIDE METAL EDGE STRIPS, ICE & WATER SHIELD AT
5 EXTERIOR FASCIA / FRIEZE AZEK EXTERIORS ENG POLYMER PNT-1 SEE 8" FASCIA TRIM, BUILDING PERIMETER ( 6 FT FROM ROOF EDGE AND 3 FT AT ALL
/ SKIRT BOARD TRIM COMMENTS 8" SKIRT BOARD VALLEYS) PLUS UNDERLAYMENT AT REMAINING ROOF AREAS,
INSTALL ASPHALT SHINGLES PER SCHEDULE BELOW.
2. PROVIDE INFILL FRAMING AND SHEATHING TO ENCLOSE ROOF
6 SKYLIGHT SYSTEM TBD MTL FRAME + GLASS N/A 44 3/4" x 46 1/4" RO: 44 1/4" x 45 3/4" OPENING FROM REMOVED CHIMNEY. PREPARE FOR NEW
ROOFING.
7 WALL LOUVER GREENHECK METAL PNT-1 60" x 108" 6" DRAINABLE BLADE LOUVER 3. INSTALL SKYLIGHT SYSTEM. REFER TO SHEET A6.12 FOR
DETAILS AND SPECIFICATIONS.
- - - - - - -
4. PROVIDE AND INSTALL METAL GUTTER AND DOWNSPOUTS.
5. LOW ROOF, HORIZONTAL LEAD ROOFING REPLACEMENT BY
- - - - - - -
OTHERS (N.I.C.)
6. EXISTING METAL FASCIA, GUTTER AND DOWNSPOUT - WORK
TBD
7. PROVIDE NEW CONCRETE CHIMNEY CAP
8. VENT STACKS
1
9. PRE-FABRICATED GUTTERS WITH COPPER LINING AND 316 Morris Avenue
FLASHING Suite 410
10. PROVIDE STEPPED CUT-IN METAL FLASHING VERTICALLY AT
ROOF / STONE WALL INTERFACE Muskegon, MI
11.
12.
8" OF FLASHING AT BASE (ALL DORMERS AND CHIMNEYS - TYP)
SKIRT BOARD TRIM, PAINTED
49440
P. 231.722.3407
12"
12"
13. PROVIDE INFILL FRAMING AND SHEATHING AT DEMOLISHED
1 ROOF VENT OPENINGS. PREPARE FOR NEW ROOFING. F. 231.722.2589
/
/
24"
24"
14. EXISTING STONE GABLE ENDS
15. EXISTING CHIMNEY
16. SADDLE
17. FUTURE DOOR (N.I.C.)
18. EXISTING DOOR TO BE IN-FILLED
19. METAL WALL FLASHING
20. SHINGLE SIDING - PAINTED
21. BUILT UP FASCIA - PAINTED
22. PROVIDE SPANDREL GLASS AT WINDOW
23. CLEAN AND ENSURE SOLID BEARING AND TIES TO EXISTING
STONE AND CHIMNEY ENCLOSURE, AND REPLACE MISSING
STONE VENEER BY UTILIZING REMOVED STONE VENEER FROM
CHIMNEY DEMOLITION.
10 1
16
10 1
TOWER THREE 4
161' - 4" TOWER ONE
4 21 142' - 10 1/2"
21
16 20
20
12 12
7
TOWER TWO A9.11
152' - 2"
ANGLE DOWNSPOUT TO
FLOW WATER ALONG SADDLE
10
FOURTH FLR
ROOF BEARING 128' - 10"
146' - 0"
SADDLE FLASHING FOR
CIRCULAR WALL BASE
SOUTHWEST TOWER - SOUTHWEST TOWER - TYPICAL TOWER TYPICAL MECHANICAL
7 NORTH ELEVATION 6 EAST ELEVATION 4 DORMER ELEVATION 3 DORMER ELEVATION
A4.2 1/8" = 1'-0" A4.2 1/8" = 1'-0" A4.2 1/8" = 1'-0" A4.2 1/8" = 1'-0"
EXISTING BUILDING REHABILITATION
1 1
HACKLEY CASTLE
(TYP) (TYP)
349 W. WEBSTER AVE, MUSKEGON, MI
349 WEBSTER, LLC
49440
TOWER CLOCK TOWER CLOCK
181' - 1" 181' - 1"
23
TOWER - BELL TOWER - BELL
173' - 0" 173' - 0"
1 1
4
4 A4.2
EXISTING STONE
A4.2
TO REMAIN
TOWER THREE TOWER THREE
161' - 4" 161' - 4"
1
1
1 1
TOWER TWO TOWER TWO
152' - 2" 11 152' - 2"
1 11
(TYP)
4 (TYP) 1
1
8 OPEN
1 1
TOWER ONE TOWER ONE
8 142' - 10 1/2" 142' - 10 1/2"
6 4 6 6 4
12 12
MAXIMUM ALLOWABLE BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING HEIGHT
FOURTH FLR FOURTH FLR
128' - 10" 128' - 10"
6 6
THIRD FLR THIRD FLR
114' - 5" 114' - 5"
PROJECT NUMBER 2021.0176
ISSUANCE
NO. DATE DESCRIPTION
1 2025.06.02 CM PRICING
6 6
PACKAGE
2 2025.08.12 ROOFING
PACKAGE
6
3 2025.08.15 PROGRESS
REVIEW
SECOND FLR SECOND FLR
100' - 0" 100' - 0"
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
VESTIBULE VESTIBULE
91' - 6 1/4" 91' - 6 1/4"
FIRST FLR FIRST FLR
87' - 10" 87' - 10"
Copyright © 2025 HDJ Inc. All Rights Reserved
2 EAST ELEVATION 1 WEST ELEVATION EXTERIOR
A4.2 1/8" = 1'-0" A4.2 1/8" = 1'-0"
ELEVATIONS -
EAST & WEST
(ROOF PACKAGE)
8/14/2025 4:45:22 PM
A4.2
Page 123 of 133
316 Morris Avenue
Suite 410
Muskegon, MI
49440
P. 231.722.3407
F. 231.722.2589
#30 FELT OVERLAP
HIPS & RIDGES
*OVERLAP MIN. 12"
BOTH DIRECTIONS FOR
TWO-PLY PROTECTION
UNDERLAYMENT, #30 FELT,
OR NON-CROSS WOVEN
SYNTHETIC PIPE PENETRATION
12"
ROOF SHEATHING
SEAL PIPE TO ROOF
SHINGLES UNDERLAYMENT WITH
36" SELF ADHERING ROOF CEMENT
MEMBRANE UNDERLAYMENT
(WHERE APPLICABLE) UNDERLAYMENT
ROOF DECK
ROOF TRUSS
DECKING SHINGLES HIP/RIDGE
SEAL LEADING EDGE OF BOOT
CUT SHINGLES AROUND FLASHING TO UNDERLAYMENT
PENETRATION WITH ROOF CEMENT, PRIOR TO
SUBSEQUENT LAYER OF
BOOT FLASHING UNDERLAYMENT OVER TOP OF
BOOT FLASHING
SEAL BOOT
FLASHING TO
SHINGLE WITH
GUTTERS AS ROOF CEMENT ROOF PENETRATION
APPLICABLE
LEAVE BOTTOM #30 FELT
ROOF PENETRATION BOOT/FLASHING
UNSEALED GALVANIZED STEEL AT DUCT PIPING,
METAL DRIP EDGE WITH 2" RUBBER AT SANITARY VENTING
VERTICAL LEG TO COVER
SELF ADHERING MEMBRANE ASPHALT SHINGLES
SELF ADHERING (3" FOR COASTAL LOCATIONS) CUT SHINGLE
MEMBRANE FLASHING AROUND
METAL WRAPPED FASCIA PENETRATION UNDERLAYMENT
18"
SELF ADHERING MEMBRANE
TO TERMINATE 1" BELOW 36" ICE & WATER SHIELD
ROOF EDGE (2" FOR -CENTERED IN VALLEY
COASTAL LOCATIONS) SEAL SHINGLE TO *NOTE: -APPLY DIRECTYL TO
BOOT FLASHING SHINGLES NOT SHEATHING
WITH ROOF SHOWN FOR CLARITY
CEMENT
SHEATHING
VALLEY BLOCKING TO SUPPORT
VALLEY
ROOF PENETRATION
12 SHINGLE ROOF - EAVE W/GUTTER 11 SHINGLE ROOF PIPE PENETRATION 10 SHINGLE ROOF PIPE VALLEY HIP RIDGE 9 BOOT DETAIL
A6.11 NOT TO SCALE A6.11 NOT TO SCALE A6.11 NOT TO SCALE A6.11 1 1/2" = 1'-0"
EXISTING BUILDING REHABILITATION
HACKLEY CASTLE
349 W. WEBSTER AVE, MUSKEGON, MI
349 WEBSTER, LLC
FIBER CEMENT SHINGLE SIDING
METAL LOUVER - SEE MECHANICAL
FLASHING TAPE
49440
LAP WEATHER RESISTANT
WEATHER RESISTANT BARRIER
BARRIER OVER FLASHING
SKIRT BOARD
STEP FLASHING - EXTEND 8" MIN. DORMER WALL BASE
UP WALL PREFINISHED ALUMINUM
TUCKPOINT EXISTING STONE FLASHING - EXTEND 8" MIN.
CHIMNEYS AS REQUIRED TO CREATE PROVIDE MINIMUM ROOF UP WALL
1' - 6".
WATERTIGHT CONDITION CLEARANCE PER SIDING MFR.
PROVIDE MINIMUM ROOF
6" HIGH METAL COUNTERFLASHING - SHIP-LAP WEAVE SHINGLES CLEARANCE PER SIDING MFR.
EXISTING STONE FACADE WITH FLASHING
SET IN 1 1/2" DEEP REGLET WITH WRAP FULLY ADHERED
FULL BEAD OF SEALANT CONTINUOUS SEALANT AT TOP OF MEMBRANE FLASHING, EXTEND
UNDERLAYMENT DORMER FRAMING
COUNTERFLASHING 12" ONTO ROOF DECK
X"
METAL BASE FLASHING CORNER
MINIMUM 6" HIGH METAL COUNTERFLASHING ASPHALT SHINGLES
PIECE
- SET IN 1 1/2" DEEP REGLET WITH EXISTING ROOF EXISTING ROOF DECK UNDERLAYMENT
X"
FULL BEAD OF SEALANT
SHIP-LAP WEAVE ASPHALT SHINGLES WITH FLASHING EXISTING ROOF DECK
AND RAFTER
METAL BASE FLASHING (5"X5"X8"LONG) - SET IN
0 "
SEE ROOF
METAL BASE FLASHING (5"X5"X8"
FULL BED OF SEALANT @ SHINGLES AND NAIL 1' -
THROUGH SHINGLES TO ROOF SHEATHING 4" MIN.
TYPES
LONG) - SET IN FULL BED OF
- SEAL ALL EXPOSED NAIL HEADS
SEALANT AT SHINGLES AND NAIL CONSTRUCT KNEE
6" THROUGH SHINGLES TO ROOF WALL WITH 2X6 WOOD
1/2"
5" SHEATHING NEW SLOPED STUDS AT 16" O.C. AND
FRAMING - SEE 5/8" GRYPAUM BOARD
5" ASPHALT SHINGLES STRUCTURAL AFTER CONSTRUCTION
OF DORMER. HOLD GYP
METAL BASE FLASHING CORNER PIECE 1' - 6"
UNDERLAYMENT BOARD DOWN 1/2" AND
CAULK GAP.
METAL BASE FLASHING (5"X5"
LENGTH OF CHIMNEY) - SET IN FULL
EXISTING ROOF SHEATHING & FRAMING
BED OF SEALANT AT SHINGLES AND
NAIL THROUGH SHINGLES TO ROOF
SHEATHING, SEALANT OVER NAILS
ROOF SIDING DETAIL SLOPED ROOF SIDING
7 CHIMNEY FLASHING DETAIL 6 AT DORMERS 5 DETAIL AT DORMER
8 CHIMNEY FLASHING ISOMETRIC A6.11 1 1/2" = 1'-0" A6.11 1 1/2" = 1'-0" A6.11 1 1/2" = 1'-0"
A6.11 NOT TO SCALE
SHIPLAP UNDERLAYMENT
PER MANUFACTURER
SHIPLAP UNDERLAYMENT PER MANUFACTURER
ASPHALT SHINGLES -
INSTALLED PER
MANUFACTURER CLOSED CELL SPRAY FOAM INSULATION
STARTER STRIP
CLOSED CELL SPRAY ASPHALT SHINGLES - INSTALLED
UNDERLAYMENT FOAM INSULATION PER MANUFACTURER
METAL DRIP EDGE
FLASHING BELOW STARTER STRIP
UNDERLAYMENT
FLASHING TAPE UNDERLAYMENT
PROJECT NUMBER 2021.0176
CEMENT - FIBER SHINGLE
SIDING OVER VAPOER BARRIER ISSUANCE
METAL DRIP EDGE ON 1/2" SHEATHING ON 2x6 NO. DATE DESCRIPTION
12 FLASHING BELOW WOOD STUDS AT 16" O.C. WITH 1 2025.06.02 CM PRICING
PER UNDERLAYMENT SPRAY FOAM INSULATION (TYP)
PACKAGE
SEE ROOF PLAN FOR SLOPE
PLAN
MEMBRANE FLASHING - SELF 2 2025.08.12 ROOFING
SEE ROOF TYPES
ADHERED PACKAGE
FLASHING TAPE 12 3 2025.08.15 PROGRESS
ASPHALT SHINGLES ON REVIEW
METAL GUTTER PER UNDERLAYMENT METAL FLASHING - PAINT TO
PLAN MATCH WALL COLOR
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
METAL DRIP EDGE FLASHING
METAL OVER ROOF UNDERLAYMENT
GUTTER BUILD 2X6 WALL (SLOPED BASE)
ON EXISTING ROOF DECK
6" TRIM BOARD - SLOPE TO FOLLOW
6"
ROOF - PAINT TO MATCH WALL COLOR
ROOF TRUSS BEARING #15 FELT
(VARIES (BUILDING SECTION)
PROVIDE MORTAR BED UNDER
METAL WRAPPED
DECKING
FASCIA TRIM BOARD
5/8" GYP BOARD ON UNDERSIDE
ROOF TRUSS BEARING
OF DORMER TRUSS (TYP)
VARIES (SEE BUILDING SECTION)
SEE ROOF TYPES
8"
BUILT UP FASCIA TRIM
EXISTING PERIMETER BLOCKING - SEE MEMBRANE FLASHING - SELF
BOARD NOTE: REPLACE DAMAGED OR
DRAIN SYSTEM STRUCTURAL ADHERED
MISSING METAL GUTTERS, FASCIA,
SHINGLE STYLE SIDING WITH AND FRIEZE. MATCH HISTORIC
AIR BARRIER OVER DIMENSIONS AND PROFILES
SHEATHING ON 2X6 WOOD
STUDS AT 16" O.C. WITH BATT
INSULATION AND 5/8" GYP Copyright © 2025 HDJ Inc. All Rights Reserved
BOARD
EXTERIOR MASONRY WALL
ROOF DECK WITH
UNDERLAYMENT
GABLE END TRUSS -
SEE STRUCTURAL
1' - 0". PLAN DETAILS -
ROOF
8/14/2025 4:46:03 PM
4
A6.11
EAVE DETAIL AT DORMER
1 1/2" = 1'-0"
3
A6.11
EAVE DETAIL @ EXISTING STONE
1 1/2" = 1'-0" A6.11
2 RAKE DETAIL
1 1/2" = 1'-0"
1
A6.11
DORMER AT WALL BASE (TYP)
3" = 1'-0"
A6.11
Page 124 of 133
4'' CAST IRON
SEE ROOF PENETRATION BOOT DETAIL 9/A6.11
ROOF
4'' TO 3'' FERNCO FITTING
316 Morris Avenue
Suite 410
3'' PVC
Muskegon, MI
49440
P. 231.722.3407
F. 231.722.2589
5' - 0''
3'' TO 3/4'' PVC FEMALE HOSE CONNECTION FITTING
VELUX EDL SADDLE
FLASHING
SHINGLE
1ST STEP FLASHING PIECE (POSITION GARDEN HOSE ROUTED INTO 5 GALLON BUCKET ON GROUND
LEADING EDGE OF 1ST STEP
FLASHING AT CORNER OF FRAME)
A
B B
VELUX EDL SILL FLASHING
A
PRELIMINARY SANITARY VENT
33 PENETRATION DETAIL
A6.12 12" = 1'-0"
EXISTING BUILDING REHABILITATION
HACKLEY CASTLE
349 W. WEBSTER AVE, MUSKEGON, MI
349 WEBSTER, LLC
4 SKYLIGHT DETAIL
A6.12 3" = 1'-0"
49440
Sealant
22ga. Roll Formed Aluminum
Frame Cover with Neutral Grey Insulated Glazing
Kynar 500 Finish
VELUX Adhesive
Underlayment
9" Width
VELUX EDL
Gasket
Flashing
(See COMPATIBLE
FLASHINGS )
GENERAL NOTES:
Shingles
By Others 1. WRAP FRAME IN ADHESIVE UNDERLAYMENT PROVIDED WITH VELUX FLASHING.
VELUX RECOMMENDS USE OF VELUX TYPE ZOZ 216 ADHESIVE
UNDERLAYMENT TO WRAP FRAME WHEN NOT USING VELUX
FLASHINGS.
White Aluminum 2. UNDERLAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF
Shade Side Rail
FRAME.
3. VAPOR BARRIER SHOULD BE USED TO AVOID
Drywall
Trim Groove MOISTURE.
VELUX EDL SADDLE FLASHING
Decking
By Others
UNDERLAYMENT Factory Installed Drywall
21ga. Steel Deck Seal By Others
Mounting Bracket with
Corrosion Resistant Finish
SHEATHING 11/4"x1 1/4"
81
/4 " DETAIL
1
"
-4
/8 "
23
6 MM MAX
1/4" MAX
5"
m BASIS OF
7m
12 DESIGN: UNDERLAYMENT
VELUX FS FIXED SKYLIGHT
TIGHT JOINT BETWEEN FINISH VELUX EDL STEP FLASHING
GROOVE AND FINISH MATERIAL
BASIS OF DESIGN : VELUX FS
FIXED SKYLIGHT
VELUX EDL STEP
FLASHING
ASPHALT SHINGLE
SPRAY CLOSED CELL INSULATION
(FULL DEPTH OF RAFTER - TYPICAL)
VELUX EDL SILL FLASHING SHEATHING
9"
E
R
SIZ VELUX EDL SADDLE FLASHING PLACED PROJECT NUMBER 2021.0176
UNDERLAYMENT FO
.2 BETWEEN UNDERLAYMENT
A4 ISSUANCE
EET NO. DATE DESCRIPTION
SH
E ON 1 2025.06.02 CM PRICING
BL PACKAGE
TA
TO
FE
R TIGHT JOINT 2 2025.08.12 ROOFING
RE PACKAGE
BETWEEN
SPRAY CLOSED CELL FINISH 3 2025.08.15 PROGRESS
ASPHALT SHINGLE
INSULATION (FULL GROOVE UNDERLAYMENT NOTE 1 & 2 REVIEW
DEPTH OF RAFTER - AND
TYPICAL)
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
3" FINISH
MATERIAL.
HEADERS OR BLOCKING FINISH MATERIAL
AS REQUIRED BY CODE
REFER TO TABLE ON SHEET A4.2 FOR SIZE
FINISH MATERIAL
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS PROVIDED FOR INFORMATIONAL USE ONLY.
SECTION A-A SECTION B-B Copyright © 2025 HDJ Inc. All Rights Reserved
PLAN DETAILS -
2 SKYLIGHT DETAIL 1 SKYLIGHT DETAIL ROOF CONT..
A6.12 3" = 1'-0" A6.12 3" = 1'-0"
8/14/2025 4:46:04 PM
A6.12
Page 125 of 133
GENERAL FLOOR PLAN NOTES
8 REFERENCE 1. FLOOR PLAN DIMENSIONS ARE TO:
12 12
A9.11 SECTION
A9.11 A9.11 EXTERIOR WALLS: OUTSIDE FACE OF SHEATHING OR OUTSIDE
ROOFLINE ABOVE
ROOFLINE FACE OF MASONRY UNLESS OTHERWISE INDICATED.
NEW DORMER ROOF SECTION
ROOFLINE INTERIOR WALLS: FACE OF CMU, STUDS, AND/OR CENTERLINE
OF COLUMNS UNLESS OTHERWISE INDICATED.
10"/12"
10"/12"
10"/12"
EXISTING RAFTERS EXISTING WALLS: FACE OF FINISH.
2. ALIGN NEW WALL FINISHES WITH EXISTING WALL FINISHES AS
SHOWN. ADJUST NEW WALL THICKNESSES AS REQUIRED TO
NEW ROOF TRUSSES NEW BEAM TO SUPPORT BUILDING ALIGN BOTH SIDES.
ROOF RAFTERS BELOW - INSTALL PRIOR 3. FIELD VERIFY DIMENSIONS SHOWN TO EXISTING
NEW DORMER ROOF SECTION TO CUTTING RAFTERS FOR LARGER CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
DORMER 4. SEAL BUILDING ENVELOPE PENTRATIONS AS REQUIRED TO
ELEVATOR PREVENT AIR LEAKAGE.
NEW FASCIA AND GUTTER SHAFT BELOW
EXISTING MASONRY WALL BELOW 5. DO NOT SCALE DRAWINGS.
6. ADD DOORSTOPS WITH ALL DOORS
ROOF ROOF
VALLEY 2 HR ELEVATOR SHAFT CAP (UL ####) VALLEY
REFER TO 6 / A9.11 FOR DETAIL NEW GUTTER BELOW
EXISTING HOISTWAY BEAM
ELEVATOR
8' - 0"
BEARING VERTICAL FURRING CAB BELOW NEW SLOPED BEAM UNDER EXISTING ROOF ROOF
8' - 6" VIF
WITH NEW DORMER WALL ABOVE VALLEY
144' - 6" BELOW REMOVE EXISTING
EXISTING ROOF BEYOND
GABLE ROOF
A4.1 3 A4.1 3
EXISTING ELEVATOR SHAFT
2 A4.1 2 A4.1 ELEVATOR SHAFT EXISTING ROOF 316 Morris Avenue
BELOW Suite 410
ELEV SHAFT
141' - 2 1/2"
NEW DORMER ROOF Muskegon, MI
NEW BEAM TO SUPPORT BUILDING 49440
EXISTING BEAM 4 ROOF RAFTERS BELOW - INSTALL PRIOR 4 4
EXISTING CEILING
TO CUTTING RAFTERS FOR LARGER P. 231.722.3407
FRAMING
EXISTING ROOF DORMER 10" / 12" F. 231.722.2589
FUTURE ELEVATOR
SHAFT A4.1 EXISTING WALLS BELOW A4.1 A4.1
10" / 12"
10' - 0" VIF
GUTTER BELOW
GUTTER GUTTER BELOW
NOTE: COORDINATE CONSTRUCTION OF NEEW ELEVATOR
10 ELEVATOR DORMER PLAN ELEVATOR DORMER
DORMER WITH NEW ELEVATOR INSTALLATION AND SHAFT
A9.11 1/4" = 1'-0"
CONSTRUCTION
9 DEMOLITION PLAN
12 ELEVATOR DORMER SECTION 11 ELEVATOR DORMER PLAN A9.11 1/4" = 1'-0"
A9.11 1/4" = 1'-0" A9.11 1/4" = 1'-0"
EXISTING GABLE ROOF TO BE REMOVED
ELEVATOR DORMER PERSPECTIVE
EXISTING GABLE END AND EXTERIOR SIDING TO
BE REMOVED - EXISTING MASONRY TO REMAIN
EXISTING WOOD PURLIN TO REMAIN
EXISTING 2x6 RAFTER
CURRENT CONDITION: MASONRY
UNITS EXTEND TO EXISTING ROOF INFILL EXISTING SKYLIGHT OPENING WITH NEW FRAMING EXISTING WOOD PURLIN TO REMAIN
DECK WITH RAFTER POCKETS
SISTER WOOD RAFTERS TO EXTEND AND BEAR ON NEW WOOD BEAM DORMER OUTLINE - SEE ARCHITECTURAL
AND STRUCTURAL DRAWINGS
DORMER - SEE ARCH AND STRUCTURAL DRAWINGS
TAPERED BLOCK
(3) 2X12 (TRIM ONE TO SLOPE) - SEE STRUCTURAL REMOVE EXISTING SKYLIGHT
DORMER TRUSS EXTENT OF DEMOLITION, NORTH AND
ANCHOR EXISTING RAFTERS 4
AND NEW SIDE BEAMS TO NEW SOUTH, OF THE EXISTING SKYLIGHTS
2X12 BEAM A9.11
REMOVE PLASTER WALLS TO THE DEMO EXISTING CEILING
EXTENT SHOWN ON BOTH NORTH PLASTER (TYP)
AND SOUTH WALLS ON THE DORMER
DORMER EXISTING CEILING AND FLOOR PLANS
BEARING FRAMING TO REMAIN
12"
E
EXISTING BUILDING REHABILITATION
CUT AND REMOVE EXISTING 8x8
138' - 6 5/8" 7 WOOD PURLIN. SEE STRUCTURAL
R C
A9.11 12"
6"
HACKLEY CASTLE
O
EXTENT OF WOOD SHEATHING AND -
F EN
1'
RAFTERS TO BE CUT AND REMOVED
349 W. WEBSTER AVE, MUSKEGON, MI
AFTER INSTALLATION OF NEW WOOD
PROVIDE VERTICAL WOOD POST PURLIN CHIMNEY
R
REINFORCING (EMBEDDED WITHIN
349 WEBSTER, LLC
E LY DORMER BEARING
138' - 6 5/8"
WALL PLANE) IN SUPPORT OF NEW
BEAM DOWN TO EXISTING WOOD
REMOVE KNEE WALL
(FINNISH AND
F
TRUSS BELOW - SEE STRUCTURAL STRUCTURE)
4"
1/
E N FRAMING AT SIDE WALLS CEILING
EXISTING WOOD TRUSS 11
' -5
R O
EXISTING WOOD TRUSS
5' - 3"
EMBEDDED WITHIN THE NORTH
49440
MECH LOUVER WITH AND SOUTH WALLS OF THE NEW EMBEDDED WITHIN THE NORTH
BLANK OFF PANELS MECH LOUVER WITH BLANK OFF MECHANICAL ROOM TO REMAIN AND SOUTH WALLS OF THE NEW
12' - 0"
OPP HD PANELS MECHANICAL ROOM TO REMAIN
9' - 9"
5
9' - 8"
A6.11 2x6 FRAME WALL WITH
(4) 2X8 - SEE STRUCTURAL VERIFY WALL THICKNESS
EXTERIOR SIDING CORRIDOR WALL (BEYOND)
AND COORDINATE WITH
"
STRUCTURAL -8
(4) 2X8 (TEMP SUPPORT) 3' BRICK WALL
- SEE STRUCTURAL BEAR BEAM ONTO SIDEWALL
NEW ELEVATOR SHAFT WALL AND DOORS TRUSSES. LOCATION OF STUD
3' - 8"
BEARING WALL ON NEW FLOOR
STRUCTURE (FUTURE PHASE)
BEAR TEMPORARY FOURTH FLR FOURTH FLR
BEAM ONTO TRUSSES. 128' - 10" 128' - 10"
8 ELEVATOR DORMER EXISTING -1978 LOCATION OF FUTURE
STUD BEARING WALL
ON NEW FLOOR
A9.11 NOT TO SCALE FIELD VERIFY 9' - 10 1/2" (10' - 6" MAX)
5' - 4" +/- 3' - 9" +/- 10' - 0" +/- 3' - 0" +/-
2' - 0" 19' - 4"
FUTURE NEW FLOOR SYSTEM -
FOURTH FLR 4' - 0"
21' - 4" REPLACE EXISTING JOIST TO DIMENSIONS VARIES FROM EAST TO WEST DORMER SPACE
128' - 10" REINFORCE FLOOR SYSTEM - SEE
DIMENSIONS VARIES FROM EAST TO WEST DORMER SPACE STRUCTURAL FOR EXTENT
NOTE: THERE A MINOR DIMENSIONAL DIFFERENCES BETWEEN THE EAST AND WEST MECHANICAL SPACES. NOTE: THERE A MINOR DIMENSIONAL DIFFERENCES BETWEEN THE EAST AND WEST MECHANICAL SPACES.
THE DESIGN INTENT FOR THE DORMER CONSTRUCTION IS IDENTICAL, HOWEVER THE PROXIMITY WITHIN THE DESIGN INTENT FOR THE DORMER CONSTRUCTION IS IDENTICAL, HOWEVER THE PROXIMITY WITHIN
THE SPACE MAY BE ADJUSTED TO ACCOMMODATE THE SLIGHT VARIATION IN ROOM SIZE. THE SPACE MAY BE ADJUSTED TO ACCOMMODATE THE SLIGHT VARIATION IN ROOM SIZE.
7 WALL SECTION 6 MECHANICAL HIP ROOF DORMER SECTION 5 MECHANICAL ROOF DORMER SECTION DEMOLITION
A9.11 1/2" = 1'-0" A9.11 1/4" = 1'-0" A9.11 1/4" = 1'-0"
MECHANICAL DORMER PERSPECTIVE
DORMER BEARING NEW POST TO TRUSS
PROJECT NUMBER 2021.0176
138' - 6 5/8" ISSUANCE
NO. DATE DESCRIPTION
SLOPED FRAMING WITH 1 2025.06.02 CM PRICING
DORMER WALL ON TOP SLOPED FRAMING WITH PACKAGE
DORMER WALL ON TOP 2 2025.08.12 ROOFING
PACKAGE
9' - 4"
3 2025.08.15 PROGRESS
1' - 8" 6' - 0" 1' - 8" REVIEW
5' - 2"
DORMER TRUSS
4' - 3"
A4.2 1
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
10 OPP HD 2 A4.2
2"
2' - 5"
2' - 7"
/1 " /1 6
MECH LOUVER WITH BLANK OFF " 2" 4' - 1" 11' - 7" 3' - 3"
10 A6.11 11' - 7" 4' - 0"
PANELS (VERIFY IN FIELD) 3' - 8" EAST
Sim
3 MECHANICAL
FRAMING AT SIDE WALLS
A9.11 ON SLOPED JOIST
ROOM
WEST 402
9' - 4"
MECHANICAL
9' - 5"
4' - 5"
2x6 AT 24" O.C. STUDS
ROOM
403
SLOPED FRAMING WITH
EXISTING 2x6 ROOF DORMER WALL ON TOP SLOPED FRAMING WITH
FUTURE MECHANICAL EQUIPMENT
DORMER WALL ON TOP
2' - 7"
2' - 5"
4' - 4"
5' - 4"
4' - 4"
(4) 2X8 - SEE STRUCTURAL - BEAR FRAMING AT SIDE WALLS
BEAM ONTO SIDEWALL TRUSSES. ON SLOPED JOIST FUTURE NEW FLOOR SYSTEM -
LOCATION OF STUD BEARING REPLACE EXISTING JOIST TO
WALL ON NEW FLOOR STRUCTURE REINFORCE FLOOR SYSTEM -
(FUTURE PHASE) SEE STRUCTURAL FOR EXTENT
10' - 6"
STUD WALL BELOW BEAM AT 10' - 5"
CLERESTORY OF DORMER ABOVE
LOUVER SILL CLERESTORY OF DORMER ABOVE
18' - 10" Copyright © 2025 HDJ Inc. All Rights Reserved
9' - 4" 1' - 11" FOURTH FLR 19' - 3"
128' - 10"
FOURTH FLR NEW POST TO TRUSS
128' - 10"
FOURTH FLOOR
PLAN - DORMERS
8/14/2025 4:57:07 PM
4
A9.11
MECHANICAL DORMER SECTION
1/4" = 1'-0"
3
A9.11
WALL SECTION
1/2" = 1'-0"
2
A9.11
WEST DORMER FLOOR PLAN
1/4" = 1'-0"
1
A9.11
EAST DORMER FLOOR PLAN
1/4" = 1'-0" A9.11
Page 126 of 133
1
A9.12 GENERAL ROOF
DEMOLITION NOTES
OPP HD
4 2 1. WHEN EXISTING STONE FACING IS REMOVED, CLEAN FREE OF
A6.11 A9.12 GROUT AND DEBRIS, SALVAGE TO OWNER FOR RE-USE.
2. CONTRACTOR TO PROVIDE THE OWNER AND ARCHITECT WITH
WRITTEN AND PHOTOGRAPHIC DOCUMENTATION OF THE
EXISTING ROOF DECK PRIOR TO INSTALLATION OF NEW ROOFING
SYSTEM.
#
DEMOLITION KEYNOTES
1. REMOVE ROOF SHINGLES, UNDERLAYMENT, METAL DRIP
EDGES, ETC. IN THEIR ENTIRETY. INSPECT CONDITION OF
ROOFING SUBSTRATE, AND REPLACE WHERE DAMAGED;
WATER DAMAGED OR ROTTED. CUT ALL EXISTING ROOF VENTS
/ MECHANICAL PENETRATIONS JUST BELOW THE ROOFLINE.
INFILL THE SUBSTRATE OPENING AND PREP TO RECEIVE NEW
ROOFING SYSTEM.
2. CUT AND REMOVE SHEATHING AND ROOF RAFTERS TO CREATE
OPENING FOR DORMER (REFER TO SHEETS A9.11 & A9.12 FOR
DETAILS.
3. REMOVE EXISTING MASONRY CHIMNEYS TO BELOW THE ROOF
LINE. CAREFULLY REMOVE CHIMNEY STONE FACING, CLEAN
FREE OF GROUT AND DEBRIS, AND RETURN TO OWNER FOR RE-
USE. 316 Morris Avenue
4. REMOVE EXISTING 8x8 WOOD HEADER
5. REMOVE JOISTS/SHEATHING Suite 410
6. REMOVE EXISTING BEAM AT DORMER OPENING Muskegon, MI
APPROX 12' - 6" 7. CUT ROOF RAFTER TAILS
8. REMOVE EXISTING CONCRETE CAP 49440
9.
10.
REMOVE EXISTING SKYLIGHT/ VENT AND FRAME
REMOVE EXISTING ROOF SADDLE INCLUDING SHINGLES,
P. 231.722.3407
UNDERLAYMENT, SHEATHING AND OVERBUILD WOOD F. 231.722.2589
STRUCTURE. REMOVE FLASHING AT STONE FACE OF TOWER.
PROTECT WALL FROM DAMAGE.
11. CUT AND REMOVE SHEATHING AND ROOF RAFTERS TO ACCEPT
NEW SKYLIGHTS
EXISTING WOOD 12. SURVEY AND DOCUMENT CONDITIONS OF EXISTING METAL
BEAM TO REMAIN FASCIAS, GUTTERS & DOWNSPOUTS. PREPARE A REPORT OF
CONDITIONS AND RECCOMMENDATIONS FOR REPAIR OR
REMOVE / REPLACE.
4 13. CAREFULLY REMOVE EXISTING RAKE WALL FLASHING. CLEAN
PROVIDE NEW BEAM,
BEARING IN NEW BEAM A9.12 AND REPAIR ANY DAMAGED GROUT, INFILL OPENINGS,
POCKET - COORDINATE PREPARE WALL SURFACE FOR NEW METAL FLASHING.
WITH ARCHITECTURAL AND 14. REMOVE ROOF SHINGLE, UNDERLAYMENT, METAL DRIP EDGE,
STRUCTURAL DRAWINGS NEW DORMER SIDEWALL ETC. IN THEIR ENTIRETY. REMOVE SHEATHING, ROOF FRAMING
FOR LOCATION AND SIZE AND WALLS. PREP AREA FOR CONSTRUCTION OF NEW
ELEVATOR DORMER STRUCTURE.
EXTERIOR SIDING 15. EXISTING CHIMNEY TO REMAIN
ON 1/2" SHEATHING 4 A4.2 16. REMOVE ROOF ATTIC VENT LOCATIONS (SQUARE) - SEE
CUT EXTENDED RAFTER ON 2X6 FRAMING EXISTING ROOF SADDLE ABOVE DEMOLITION KEYNOTE #1
CEILING FRAMING (TYP)
TAILS AS REQUIRED (TO BE REMOVED) 17. REMOVE MECHANICAL ROOF PENETRATION (ROUND) - SEE
DEMOLITION KEYNOTE #1
REMOVE EXISTING 18. EXISTING STONE GABLE ENDS TO REMAIN
WOOD BEAM CONSTRUCT NEW DORMER SIDE WALL,
REMOVE EXISTING ROOF DECK ROOF FRAMING ABOVE
AND RAFTER TAILS AS SHOWN
ON PLAN VIEW
EXISTING CHIMNEYS TO BE REMOVED TO
BELOW THE ROOFLINE. INFILL OPENING
TO PREPARE FOR NEW ROOFING
APPROX 12' -6"
1 ROOF FRAMING (TYP)
A6.11
TUCK POINT EXISTING WALL
BELOW NEW WALL (MIN 4")
*
EXISTING WALL 5 Sim
A9.12
EXISTING BUILDING REHABILITATION
5 DEMOLITION - INTERIOR PERSPECTIVE 4 DORMER AT EXISTING ROOF 3 TOWER ONE FLOOR LEVEL DEMOLITION
HACKLEY CASTLE
A9.12 12" = 1'-0" A9.12 1 1/2" = 1'-0" A9.12 1/4" = 1'-0"
349 W. WEBSTER AVE, MUSKEGON, MI
349 WEBSTER, LLC
GENERAL FLOOR PLAN NOTES
49440
1. FLOOR PLAN DIMENSIONS ARE TO:
EXTERIOR WALLS: OUTSIDE FACE OF SHEATHING OR OUTSIDE
FACE OF MASONRY UNLESS OTHERWISE INDICATED.
INTERIOR WALLS: FACE OF CMU, STUDS, AND/OR CENTERLINE
OF COLUMNS UNLESS OTHERWISE INDICATED.
EXISTING WALLS: FACE OF FINISH.
2. ALIGN NEW WALL FINISHES WITH EXISTING WALL FINISHES AS
SHOWN. ADJUST NEW WALL THICKNESSES AS REQUIRED TO
ALIGN BOTH SIDES.
3. FIELD VERIFY DIMENSIONS SHOWN TO EXISTING
CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
4. SEAL BUILDING ENVELOPE PENTRATIONS AS REQUIRED TO
PREVENT AIR LEAKAGE.
5. DO NOT SCALE DRAWINGS.
6. ADD DOORSTOPS WITH ALL DOORS
TOWER - BELL TOWER - BELL
173' - 0" 173' - 0"
REMOVE (2) EXISTING
MASONRY CHIMNEYS
TO BELOW ROOF LINE
4
TOWER THREE TOWER THREE
A9.12 161' - 4" 161' - 4"
T.O. CHIMNEY
160' - 3"
NEW DORMER ROOF
AND FRAMING
REMOVE EXISTING ROOF /
EXISTING BEAM FRAMING / SADDLE IN ENTIRETY
8' - 1" +/-
INFILL OPENING
TO REMAIN (FINISH TBD) REMOVE EXISTING DOOR FRAME
AND DOOR
NEW WOOD BEAM IN NEW
MASONRY POCKETS - SEE
STRUCTURAL (REFER TO
DETAIL 4 THIS SHEET)
TOWER TWO 7' TOWER TWO
152' - 2" - 9" 152' - 2"
FUTURE CEILING LEVEL NEW DORMER SIDEWALL
8' - 0" CLR
8' - 0" CLR
PROJECT NUMBER 2021.0176
9' - 4"
9' - 4"
CONTINUATION OF ROOFLINE BEYOND -
PROVIDE MORTAR BED UNDER WALL FRAMING ISSUANCE
AND DECKING. STAPLE 15# FELT TO BOTTOM OF
FRAMING/BOTTOM PLATE. THEN PACK WITH NO. DATE DESCRIPTION
MORTAR. 1 2025.06.02 CM PRICING
PACKAGE
REMOVE WOOD BEAM 2 2025.08.12 ROOFING
PACKAGE
TOWER ONE TOWER ONE 3 2025.08.15 PROGRESS
142' - 10 1/2" 142' - 10 1/2" REVIEW
Autodesk Docs://349 Webster LLC Hackley Square - 2021.0176/2021_0176 ARCH_Renovation 2024.rvt
FOURTH FLR FOURTH FLR
128' - 10" 128' - 10"
Copyright © 2025 HDJ Inc. All Rights Reserved
FOURTH FLOOR
PLAN - TOWER
DORMER
ROOFING AT TOWER / NEW SADDLE INTERSECTION ROOFING DEMOLITION AT TOWER / SADDLE INTERSECTION
8/14/2025 4:57:10 PM
2 1
A9.12 1/4" = 1'-0" A9.12 1/4" = 1'-0"
A9.12
Page 127 of 133
CITY OF MUSKEGON
HISTORIC DISTRICT COMMISSION
WINDOW, DOOR, AND EXTERIOR WOODWORK
STANDARDS AND GUIDELINES
(Adopted December 6, 1994 - Effective January 1, 1995)
General
These guidelines pertain only to proposed changes to the structure and do not affect existing
construction.
These guidelines are primarily directed toward the front and side elevations of the structure.
Greater variances and more leniency may be extended toward proposed changes to the rear
elevation of the building by the Commission. All desired or proposed changes should be referred
to the Historic District Commission for consideration. Extenuating circumstances, the effect upon
the architecture of the particular structure together with the general effect upon the surrounding
structures, variables in architectural design, or the effect upon usage and viability of the structure
could dictate a variance from these guidelines.
No exterior doors, windows, or exterior woodwork shall be altered, removed, relocated, or added
without Historic District Commission approval.
Existing exterior window or door casings, sills, and caps shall not be altered from the original
design or appearance. Damaged or deteriorated wood shall be repaired as a first course of action.
When repair is not possible, elements shall be replaced with matching wood members. Damaged
or deteriorated wood elements may be replaced or covered with formed aluminum or vinyl, subject
to Commission approval and provided that the original profile of the woodwork is not altered or
changed.
Primary Windows
Existing damaged or deteriorating window frames and sash shall be repaired as a first course of
action. When repair is not possible, elements shall be replaced with matching wood members.
Metal or vinyl replacement windows may be acceptable provided they match the original windows
in design and type and that they consist of or are painted an appropriate color. Bare metal finishes
generally will not be acceptable.
The size of glass lites and muntin arrangements shall not be altered without Commission approval.
Special glazing, such as stained or leaded art glass, shall not be removed without Commission
approval. Unusual decorative windows such as Palladian windows, oriels, bays, Gothic arch or
segment tops, etc. shall not be removed or altered.
35
Page 128 of 133
Storm Windows
Wood storm and screen windows are the most appropriate for use in the historic district. Other
types of storm, screen, or combination windows will be approved provided that the new storm
window mullions align with the mullions of the primary windows. Blind stop storm and screen
windows (where such windows are placed inside the existing window frames rather than affixed to
the exterior of the frames) are preferable and may be required in some instances. Bare metal storm
and screen windows must be painted to match or complement the trim. Interior storm windows
may be acceptable as long as they do not detract from the appearance of the primary windows.
Care should be taken, however, when using interior storm windows because condensation tends to
form on the inside surface of the primary window and could cause damage to the wood and paint
if not properly ventilated.
Primary Doors
Every effort should be made to preserve or repair the original doors where damage has occurred.
When repair is not possible, a new wood door may be used. Such new door shall match the original
in detail and finish.
The Commission may approve new wood doors that may slightly differ from the original in cases
where replicating the original may not be feasible, as long as such doors generally conform to the
ones illustrated on the attached sheet. Under certain circumstances, the Commission may approve
doors made of material other than wood provided they conform to the same design requirements.
Storm Doors
Wooden storm and screen doors are preferred and will generally be the required option especially
on the front of the structure. Aluminum or metal storm and screen doors may be used so long
as they are not mill finished or anodized aluminum. Baked enamel or other applicable paints or
finishes will be acceptable. In general, storm and screen doors shall conform to those illustrated on
the attached sheet. The door stiles and rails should be a minimum of 4” wide and one lite doors,
where practical, are preferred in order not to detract from the existing primary door. Jalousie doors
are not acceptable for use as storm doors in the historic districts. Ornamental iron work safety
doors are also generally inappropriate in the historic districts.
Exterior Woodwork
Existing decorative woodwork such as railings, moldings, eave, and gable cornice trim, tracery,
columns, observatories, scrolls, bargeboards, lattice, and other carved or sawn wood ornament
shall not be removed or altered without Commission approval. Existing deteriorated ornamental
woodwork shall not be removed but shall be repaired or replaced with matching materials where
possible.
36
Page 129 of 133
37
Page 130 of 133
38
Page 131 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case New HDC Agenda/Packet Format Description of Work:
Applicant: District:
Current Use: Date of Construction:
Discussion:
The City of Muskegon is utilizing a new meeting management platform for all of its boards and
commissions. This will result in some changes to the appearance of HDC meeting agendas and
minutes. Staff is making adjustments to the way in which information is presented in HDC packets,
and will likely continue to do so over the next few meetings. Staff will also review how meeting
packets will be shared with the HDC members moving forward.
Standards:
Deliberation:
Page 132 of 133
Agenda Item Review Form
Muskegon Historic District Commission
Case 2025 Staff Approval Update #3 Description of Work:
Applicant: District:
Current Use: Date of Construction:
Discussion:
Since the last update in June 2025, staff has approved 12 projects:
• 1204 8th - Reroof flat roof
• 1319 Jefferson - Reroof house and replacement gutters
• 382 W Muskegon - Reroof rear section of house
• 1569 Clinton - Reroof garage and shed
• 406 Houston - Reroof house and garage
• 1423 Clinton - Construct 16x10 storage shed
• 1102 Terrace - Reroof house
• 1187 Ransom - Reroof house
• 408 W. Muskegon - Repave and extend driveway
• 1593 Peck - Replace one second-story vinyl window on rear of house
• 150 Catherine - Reroof house
• 408 W Muskegon - Replace cellar door with matching door
Standards:
Deliberation:
Page 133 of 133
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