ITB-W-1148 A2.pdf

PDF 3 MB Posted Mar 8, 2024

Attached to: Van Dyke Mixed Use Rehabilitation Project State and local contract opportunity
Solicitation number: ITB-W-1148
Issued by: Macomb County, Westland City, Michigan

About this file

Written by GovTribe AI · Jul 1, 2025

This document is Addendum No. 2 for the City of Warren Tax Increment Finance Authority (TIFA) Van Dyke Mixed-Use Rehabilitation project, issued on March 22, 2024. The addendum provides revisions and clarifications to the original bid documents for the rehabilitation of buildings located at 23150, 23154, and 23158 Van Dyke Avenue. Key updates include modifications to the bid form, specifically adding Alternate #3 for painting the exterior of the neighboring building at 23146 Van Dyke Ave, extending the last day for questions to March 26, 2024, and revising various architectural drawings and details. The bid is due on April 3, 2024, at 12:30 PM, to be submitted electronically through the MITN site.

The addendum introduces several important changes to the project scope, including clarifications on demolition work, such as the restoration of back bar millwork and metal panel ceiling salvage. It provides detailed revisions to architectural drawings, covering aspects like window modifications, deck construction, floor insulation, and fire-rated assemblies. The bid form includes three allowances: floor leveling at new openings ($1,500), miscellaneous masonry repairs ($10,000), and restoration of back bar millwork ($10,000). Alternates include deleting the second-floor deck, providing aluminum storefront instead of overhead doors, and painting the exterior of the neighboring building. The project aims to transform the existing buildings into a commercial/retail space on the first floor and a residence on the second floor, with comprehensive improvements including demolition, structural work, architectural modifications, and mechanical/electrical/plumbing upgrades.

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Other files attached to Van Dyke Mixed Use Rehabilitation Project, newest first.
File	Type	Posted
ITB-W-1148 A2 Asbestos Abatement Report.pdf	PDF	Mar 8, 2024
ITB-W-1148 A3.pdf	PDF	Mar 8, 2024
ITB-W-1148.pdf	PDF	Mar 8, 2024
ITB-W-1148 Exhibit A - Prevailing Wage Rates.pdf	PDF	Mar 8, 2024
ITB-W-1148 A1.pdf	PDF	Mar 8, 2024
ITB-W-1148 A2 Pre-Renovation HMS.pdf	PDF	Mar 8, 2024
ITB-W-1148 Drawings.pdf	PDF	Mar 8, 2024

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City of Warren TIFA Van Dyke Mixed-Use Rehabilitation Addendum No. 2 3/22/2024

ADDENDUM

Project Name: City of Warren TIFA Addendum No: Two (2)

Van Dyke Mixed-Use Rehabilitation

Project Number: 22-149 Issue Date: March 22, 2024 Project Location: Warren, MI

This Addendum forms a part of the above-described Contract Documents and supersedes, supplements or clarifies parts thereof to the extent defined by the terms set forth in this Addendum.

This Addendum consists of (3) typed pages and the following (13) attachments:

Specification Sections: Section 003100 - Bid Form (Re-issued with revisions)

Drawings: A1-02, A2-01, A3-02, A4-01, A5-02, A5-10, A6-01, A6-02, A6-10, A6-11.

Attached Separately: Pre-Renovation Hazardous Materials Survey, dated June 13, 2023 by Tetra Tech, Inc.

Asbestos Abatement Report, dated September 21, 2023, by BDS Environmental.

CLARIFICATIONS:

ITEM CL1 The restoration of the back bar millwork as indicated by demolition key note #3, part of Allowance #3 may take place on site or the unit may be removed for restoration off-site at the contractor’s option. The millwork must at minimum be moved from its present location to allow for renovation to the wall behind. If the millwork remains on-site, adequate measures must be taken to provide protection during demolition and construction.

The unit is not intended to be permanently re-installed in the building as part of this scope of work.

ITEM CL2 The building has not received an official designation as a historic building or historic landmark.

ITEM CL3 The metal panel ceiling and trim indicated to be salvaged by demolition key note #23 is intended to be removed and turned over to the owner and not re-installed as part of this scope of work. The key note indicates areas where the metal ceiling is present. The owner is aware that not all of the ceiling will be able to be saved, but the contractor is expected to take care in removing the pieces of the ceiling so as to preserve as much as possible.

SPECIFICATIONS:

ITEM SP1 Section 000000 – Advertisement for Bids (Revised but Not Reissued) A. Last day for questions is extended to March 26, 2024 at 2:00 pm.

ITEM SP2 Section 003100 - Bid Form (Revised and Reissued) A. Added Alternate #3 to the bid form.

ITEM SP3 Section 003100 - Bid Form (Revised but Not Reissued) A. Add subsection 3.1.C - Alternate #3:

C. ALTERNATE 3: Paint exterior of neighboring building, 23146 Van Dyke Ave.

Addendum No. 2 3/22/2024

1. Base Bid: Building to remain unpainted.

2. Alternate: Paint all (4) elevations of adjacent building as indicated on sheet “A5-02 – Exterior

Elevations – Alternate #3”.

3. Price shall include painting of all exposed construction as noted on the elevations in (2) colors to be selected by the owner and architect.

4. Lump sum amount is to include all costs for labor, material, equipment, supervision, taxes, general conditions, and OH&P and incidentals.

ARCHITECTURAL DRAWINGS:

ITEM A1 A1-02 – Demolition Elevations (Revised & Reissued) A. Sheet Name changed to “Demolition Elevations”.

B. Added a photo of the back bar millwork to be salvaged per Allowance #3.

ITEM A2 A2-01 – Architectural Site Plan (Revised & Reissued) A. Exterior of neighboring building 23146 Van Dyke Ave. to be prepped & re-painted as part of Alternate #3.

B. Added exterior elevation tags to plan for Alternate #3 painting scope.

ITEM A3 A3-02 – Second Floor & Basement Floor Plans (Revised & Reissued) A. Revised dimensions associated with windows W-1 and W-4; added key note 26 describing work required to modify openings at windows.

B. Revised wood deck:

a. Added deck framing details 3 through 5.

b. Revised deck size.

c. Noted additional rail sections to be removable for roof access.

d. Revised key note #13 describing deck construction.

C. Added gypcrete floor topping and sound control mat in all second floor rooms as noted by key note #27.

D. Added plywood subfloor and gypcrete floor topping in interstitial spaces to provide a fire-rated barrier at the second floor, as noted by key notes 27 & 28.

E. Shifted the cut line of building section 1/A5-10 to align with the cut line on the first floor plan.

ITEM A4 A4-01 – Reflected Ceiling Plans (Revised & Reissued) A. Changed the construction of the 1-hour fire and acoustic separation at the second floor to as reflected in updated details 4 - 6.

B. Added an attic access door at the second floor attic as indicated by key note #9.

ITEM A5 A5-02 – Exterior Elevations – Alternate #3 (Issued in This Addendum)

ITEM A6 A5-10 – Building Sections (Revised & Reissued) A. Second floor attic insulation shown changed to spray-foam.

B. First and second floor 1-hour fire and acoustic separation construction shown changed.

C. Roof of second floor stairwell shown raised.

D. Extents of wall sections 1/A6-01 & 4/A6-01 are extended to include the roof top deck railing.

ITEM A7 A6-01 – Wall Sections (Revised & Reissued) A. Omitted the drainage mat from all exterior wall assemblies with fiber-cement siding.

B. Added / corrected elevations datum lines at windows in sections 1 and 4.

C. Roof of second floor stairwell was raised.

D. Revised the wood deck guard rail construction & attachment.

E. Second floor attic insulation changed to spray-foam as indicated.

F. Changed the First and second floor 1-hour fire and acoustic separation construction as indicated.

Addendum No. 2 3/22/2024

G. The wood deck and railing is now shown in section 3.

ITEM A8 A6-02 – Wall Sections (Revised & Reissued) A. Omitted the drainage mat from all exterior wall assemblies with fiber-cement siding.

B. Added / corrected datum elevations in sections 1 & 2.

C. Second floor attic & roof insulation changed to spray-foam as indicated.

D. Changed the First and second floor 1-hour fire and acoustic separation construction as indicated.

ITEM A9 A6-10 – Section Details (Revised & Reissued) A. Omitted the drainage mat from all exterior wall assemblies with fiber-cement siding.

B. Revised & added additional notes regarding the wood deck & railing construction in details 4, 8 and 14.

C. Added / revised notes regarding insulation at the rim joist in details 1 & 11.

D. Revised details 5 & 8 indicating gypsum topping & sound control mat.

E. Detail 8:

a. Raised the doorway & stair elevation; added dimensions to stair.

b. Added notes regarding fire stopping at top of wall.

ITEM A10 A6-11 – Section Details (Revised & Reissued) A. Omitted the drainage mat from all exterior wall assemblies with fiber-cement siding.

B. Corrected detail #3 number.

C. Revised construction at detail #3 window sill framing.

D. Revised roof insulation at gambrel roof in details 11 & 12.

**END OF ADDENDUM**

PARTNERS 22-149

BID FORM

003100-1

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

MARCH 22, 2024 / ADDENDUM 2

CITY OF WARREN PROJECT NUMBER: ITB-W-1148

BID PROPOSAL FOR: City of Warren Tax Increment Finance Authority (TIFA) Van Dyke Mixed Use Rehabilitation

BID TO: Bids shall be submitted electronically through the MITN site.

BID DUE DATE: April 3, 2024; 12:30 PM

BIDDERS NAME: ______________________________________________________________________

We have examined the Contract Documents for the proposed City of Warren Tax Increment Finance Authority (TIFA) -Van Dyke Mixed Use Rehabilitation project as prepared by PARTNERS in Architecture, PLC.

In accordance therewith, the undersigned proposes to furnish all labor and materials for construction as set forth in the Contract Documents, including the following Addenda, if any (fill in the addenda number, thus confirming receipt):

Addendum Number ________ Addendum Number ________

1. Accompanying the proposal is a bid security for work required to be furnished by the Contract Documents, the same being subject to forfeiture in the event of default by the undersigned.

2. I agree to complete the Project, by the dates listed in Specification Section 011000 – Summary; provided that a notice to proceed is issued within thirty (30) days.

3. I understand that the Owner reserves the right to reject any or all bids, and it is agreed that this bid may not be withdrawn for a period of ninety (90) days from the opening thereof.

4. Attached herewith are the documents requested in the Supplementary Instructions to Bidders, Specification Section 002213, paragraph 4.3.5.

A. BASE BID: (Insert a base bid amount)

__________________________________________________________Dollars $___________________ (Write out bid amount)

B. ALLOWANCES: Refer to section 012100 for a complete description.

(These amounts are included in the “Base Bid” amounts listed above)

1. Allowance No. 1 – Floor Leveling at New Openings: $1,500.00

2. Allowance No. 2 – Miscellaneous Masonry Repairs: $10,000.00

3. Allowance No. 3 – Restore “Back Bar Millwork”: $10,000.00

PARTNERS 22-149

BID FORM

003100-2

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

MARCH 22, 2024 / ADDENDUM 2

C. UNIT PRICES: Refer to section 012200 for a complete description.

1. Unit Price No. 1 - Repoint existing brick masonry work in select areas. $_____________ per Sq. Ft.

(Enter value of unit price)

D. ALTERNATES: Refer to section 012300 for a complete description.

1. Alternate 1: Delete all work associated with exterior second floor deck, complete.

Circle One: Add or (Deduct) Alternate Dollars $___________________

2. Alternate 2: Provide aluminum storefront in lieu of overhead doors for doors 101 and 102A.

Circle One: Add or (Deduct) Alternate Dollars $___________________

3. Alternate 3: Paint exterior of neighboring building.

Circle One: (Add) or Deduct Alternate Dollars $___________________

E. SCHEDULE: Refer to Specification Section 011000 for schedule requirements.

(Fill in proposed substantial completion date)

F. NON-IRAN LINKED BUSINESSES

By signing below, I certify and agree on behalf of myself and the company submitting this proposal the following: (1) that I am duly authorized to legally bind the company submitting this proposal; and

(2) that the company submitting this proposal is not an “Iran linked business,” as that term is defined in Section 2(e) of the Iran Economic Sanctions Act, being Michigan Public Act No. 517 of 2012; and

(3) that I and the company submitting this proposal will immediately comply with any further certifications or information submissions requested by the City in this regard.

G. COMPANY / CONTACT INFORMATION

Company Name: ____________________________________________________________________

Contact Name: _____________________________________________________________________

Address: __________________________________________________________________________

Phone Number: _______________________ Cell Number: __________________________________

Email: _____________________________________________________________________________

Corporate Officer Name: ________________________________Title___________________________

Corporate Officer Signature: _____________________________ Date: __________________________

Federal ID Number: __________________

END OF BID FORM

FIRST FLOOR

100'-0"

FIRST FLOOR

100'-0"

SECOND FLOOR

±111'-6"

SECOND FLOOR

±111'-6"

EXISTING BACK FLOOR

±101'-4"

3 8

4 4 79 9

10 1112

12 13

14 13 15

161616 1

CHIMNEY

±126'-0"

CHIMNEY

±126'-0"

5 51717

±19'-5"

-1

EXISTING CASEWORK & COUNTER TO BE

REMOVED COMPLETE, INCLUDING PLUMBING,

ELECTRICAL, WOOD SUPPORTS, ETC.

EXISTING BACK BAR MILLWORK UNIT TO BE SALVAGED

AND RESTORED - REFER TO ALLOWANCE #3

TAPS & ALL ASSOCIATED

EQUIPMENT TO BE REMOVED

FURRED OUT WALL CONSTRUCTION TO BE

REMOVED BACK TO STUDS, INCLUDING

BEHIND BACK BAR MILLWORK

Statement of Intellectual Property

The ideas, concepts, drawings and thoughts conveyed herein are the intellectual property of PARTNERS in Architecture, PLC, 65 Market Street, Mount Clemens, MI, 48043 (P 586.469.3600). This set of drawings, in whole or in part, may not be reproduced, without the written consent of PARTNERS in Architecture, PLC. This information is protected under U.S. Copyright Law, all rights reserved.

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A1-02_Demo Exterior Elevations.dwg - 3/22/2024 2:10:06 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

West Demolition Elevation 1/4" = 1'-0"

A1-01

DEMOLITION

ELEVATIONS

A1-02

North Demolition Elevation 1/4" = 1'-0"

A1-01

CJJ

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED AND VERIFY

IN FIELD. IF A CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION

IS NOT PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS WITH

FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL DEMOLITION DRAWINGS & DETAILS ARE PROVIDED TO SHOW THE

GENERAL SCOPE OF THE DEMOLITION WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM ALL DEMOLITION WORK NECESSARY TO

ACCOMPLISH NEW WORK. THE DEMOLITION DRAWINGS AND DETAILS

MAY NOTE TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER

AREAS (AND ARE DESIGNATED WITH DASHED LINES) COORDINATE ALL

DEMOLITION WORK WITH ALL ARCHITECTURAL, CIVIL, STRUCT, MECH

AND ELEC DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO

REFERENCE ALL DRAWINGS & SPECIFICATIONS TO CONFIRM EXTENT

OF DEMOLITION WORK.

D. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY

PRECAUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

E. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.

F. ASBESTOS AND OTHER HAZARDOUS MATERIALS WILL BE REMOVED BY

OWNER'S ABATEMENT CONTRACTOR PRIOR TO START OF

CONSTRUCTION. IF ANY SUSPECTED HAZARDOUS MATERIAL IS

ENCOUNTERED, STOP WORK IN THAT AREA AND IMMEDIATELY INFORM

THE OWNER & ARCHITECT

G. REMOVE ALL INTERIOR FURNISHINGS, REFUSE, APPLIANCES, OBJECTS

ETC. REMAINING AT START OF DEMOLITION.

DEMO ELEVATION KEY NOTES:

GENERAL NOTES:

1 EXISTING DECORATIVE BRICK TO REMAIN - PROTECT DURING DEMO

APPROX PORTION OF MASONRY TO BE REMOVED FOR LINTEL

REPLACEMENT - COORD W/ STRUCTURAL

REMOVE MASONRY WALL COMPLETE DOWN TO 100'-0". SALVAGE

BRICK FOR REINSTALLATION.

REMOVE INFILLED BRICK & CMU FROM EXISTING OPENING

REMOVE BACKER BOARD & RESIDUAL MORTAR BACK TO MASONRY

/ WOOD FRAMING

REMOVE BRICK CHIMNEY DOWN TO ELEVATION 100'-0". SALVAGE

BRICK FOR REINSTALLATION.

REMOVE STUD WALL COMPLETE INCL DOORS / WINDOWS WITHIN

WALL, OR A PORTION THEREOF AS INDICATED ON PLAN.

WOOD-FRAMED ROOF STRUCTURE TO BE REMOVED COMPLETE

ASPHALT SHINGLES & UNDERLAYMENT COMPLETE DOWN TO DECK

- SEE DEMO ROOF PLAN

REMOVE HM DOOR & FRAME COMPLETE

REMOVE ALUM STOREFRONT SYSTEM & MASONRY LOW WALL

BELOW COMPLETE

REMOVE WD CLAPBOARDS & TRIM FROM 2ND FLOOR WALLS &

ROOF COMPLETE

REMOVE WINDOW & PLYWOOD COVERING FROM ROUGH OPENING

COMPLETE

REMOVE METAL SIGN & STRUCTURE COMPLETE

REMOVE METAL PANELS COMPLETE

MECHANICAL UNIT / VENT TO BE REMOVED - SEE MECH

REMOVE SOFFIT MATERIAL COMPLETE

Photo - Back Bar Millwork N.T.S.

3/22/2024Addendum 2

NOT IN CONTRACT - PARKING LOT & SITEWORK BY OTHERS

EGRESS DOOR

RESTAURANT UTILITY / EGRESS DOOR

CONTINENTAL AVENUE

APARTMENT ENTRANCE / EGRESS

23146 VAN DYKE

4'-0"

NEW 4" REINF CONC PORCH SLAB &

MTL HANDRAILS - SEE FLOOR PLANS

RESTAURANT ENTRANCE / EGRESS

FIN FLOOR: ±624.65

=100'-0"

RAISED FLOOR OVER

BASEMENT

FIN FLOOR: ±625.94

±101'-3 1/2"

FIN FLOOR: ±624.65

=100'-0"

FIN FLOOR: ±624.65

=100'-0"

RESTAURANT

ENTRANCE / EGRESS

A5-02

ALTERNATE #3: EXTERIOR OF NEIGHBORING

BUILDING TO BE PREPPED & PAINTED

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A2-01_Architectural Site Plan.dwg - 3/22/2024 2:09:34 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

Architectural Site Plan - New Work 1" = 10'-0"

ARCHITECTURAL

SITE PLAN

A2-01

CJJ

A. DO NOT SCALE DRAWINGS. IF A CONFLICT IS ENCOUNTERED,

REQUEST A CLARIFICATION FROM THE ARCHITECT. DIMENSIONS

SHOWN ARE APPROXIMATE. ALL DIMENSIONS ARE TO BE FIELD

VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS

WITH SITE PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES AND PROTECT

THEM DURING CONSTRUCTION. PRIOR TO CONSTRUCTION, ALL

LOCATION AND DEPTHS OF EXISTING OVERHEAD AND

UNDERGROUND UTILITIES (IN CONFLICT WITH THE CONSTRUCTION

OF PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD.

CALL MISS DIG PRIOR TO STARTING ANY WORK.

D. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING

UTILITIES. ALL COSTS ASSOCIATED WITH RESTORATION OF UTILITIES

DAMAGED DURING CONSTRUCTION SHALL BE RESTORED AND/OR

REPLACED BY THE CONTRACTOR TO EQUAL OR BETTER CONDITION

THAN PRIOR TO CONSTRUCTION.

E. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT. ALL WORK AREAS

ARE TO BE PROPERLY BARRICADED AT ALL TIMES.

F. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE

OWNER'S OPERATIONS AND OTHER TRADES WORKING IN THE AREA.

G. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE FROM SITE

AND LEGALLY DISPOSE OF ANY DEBRIS, ASPHALT, CONCRETE,

EXCESS EXCAVATED MATERIAL, ETC. AS A PART OF THE CONTRACT.

H. THE CONTRACTOR IS RESPONSIBLE TO KEEP PAVED AREAS CLEAN

AT ALL TIMES. DIRT TRACKED ONTO ADJACENT ROADS AND PAVED

WALKS SHALL BE CLEANED ROUTINELY.

I. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND

SEDIMENTATION CONTROL MEASURES. CONTRACTOR SHALL

REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT

STABILIZATION OF SLOPES, DITCHES AND OTHER EARTH CHANGES

HAVE BEEN ACCOMPLISHED.

LEGEND:

GENERAL NOTES:

UTILITY POLE

EXISTING ELEVATION

WATER SHUTOFF VALVE

DINING

KITCHEN /

BEDROOM

LIVING

BEDROOM

MASTER

CLOSET

BATHROOM

HALLWAY

BASEMENT

STAIRWELL

APARTMENT

DECK

A5-10

A6-02

SIM, OPP

HAND

A3-10

1 A8-01

A5-01

SIM, OPP

HAND

CLOSET

201 200

MECHANICAL

CLOSET

W-2 W

-1

W-4 S-1

S-1

W-3

S-1

±9'-10" 2'-0" 1'-4" 8'-5" 6'-1"± 7'

-8

3' -8

4' -1

3'-7" 2'-4"

A6-01

4" 3'

-0

1' -4

2'-6"

6'-4 1/2"

±14'-11" ±9'-10"

3'-0"

EQ EQ 3'-4" MIN

A5-10

A3-10

TYP

±2'-8"

'-6

3' -6

-6

3' -0

'-5

2' -0

'-0

2' -8

±1'-7" ±2'-0" 2'-6" 2'-6"

2'-6"

'-7

9'-3"

±8'-3"

D0B4 0B4

0B4

0A4 0B4

0B4

A3-10

REMOVABLE RAIL SECTIONS

FOR ROOF ACCESS

1A6

W -1

W-2 W-2

W-4

2'-8"

±2'-8" ±2'-8" 2'

-8

2' -8

EQEQ

EQ EQ

1'-6"

LOW HEADROOM

A5-10

3'-6"

0A4

CENTER

ON STAIR

3" 1'-8" 5"

EX DOOR JAMB

A3-02

TYP

A3-02

TYP

A3-02 TYP

A6-01

42"H PT WD GUARDRAIL

AT ROOF EDGE

REMOVABLE RAIL SECTIONS

FOR ROOF ACCESS

27 28

2x8 PT RIM JOIST

5/8"Ø THREADED ROD W/

NUTS & BEARING PL

STRAP ANCHOR, SIMPSON 'HTT4HDG' OR

APPROVED EQ, SECURED TO BLOCKING

PER MANUFACTURER'S INSTRUCTIONS

4X4 PT GUARD RAIL POST

2X PT WD SLEEPERS @ 16" O.C. CUT

TO SLOPE OF ROOF

2X8X16" PT WD BLKG, BUTT UP TO POST,

ATTACHED TO SLEEPER

2x8 PT RIM JOIST

5/8"Ø THREADED RODS W/

NUTS & BEARING PL - OFFSET

BOLTS 1/2" VERTICALLY

STRAP ANCHOR, SIMPSON 'HTT4HDG' OR

APPROVED EQ, SECURED TO BLOCKING

PER MANUFACTURER'S INSTRUCTIONS

4X4 PT GUARD RAIL POST

2X PT WD SLEEPERS @ 16" O.C. CUT

TO SLOPE OF ROOF

2X8X16" PT WD BLKG, BUTT UP TO

POST, ATTACHED TO SLEEPER

2X8 PT WD BLKG, BUTT UP TO

POST, ATTACHED TO RIM JOIST

2X8 PT WD BLKG, ATTACHED TO RIM JOIST

STRAP ANCHOR, SIMPSON 'HTT4HDG' OR

APPROVED EQ, SECURED TO BLOCKING

PER MANUFACTURER'S INSTRUCTIONS

2x8 PT RIM JOIST

5/8"Ø THREADED RODS W/

NUTS & BEARING PL - OFFSET

BOLTS 1/2" VERTICALLY

4X4 PT GUARD RAIL POST

2X PT WD SLEEPERS @ 16" O.C. CUT

TO SLOPE OF ROOF

2X8 PT WD BLKG, BUTT UP TO POST

(2) PIECES 2X8 PT WD BLKG

STRAP ANCHOR, SIMPSON 'HTT4HDG' OR

APPROVED EQ, SECURED TO BLOCKING

PER MANUFACTURER'S INSTRUCTIONS

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A3-02_Basement & 2nd Floor Plans.dwg - 3/22/2024 2:10:36 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

Second Floor Plan 1/4" = 1'-0"

SECOND FLOOR &

BASEMENT FLOOR

PLANS

A3-02

A. DO NOT SCALE DRAWINGS. IF A CONFLICT IS ENCOUNTERED,

REQUEST A CLARIFICATION FROM THE ARCHITECT. DIMENSIONS

SHOWN ARE APPROXIMATE. ALL DIMENSIONS ARE TO BE FIELD

VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS

WITH FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL

THICKNESSES ARE SHOWN NOMINAL - SEE WALL TYPES FOR

ACTUAL THICKNESS.

FLOOR PLAN KEY NOTES:

GENERAL NOTES:

1 EXISTING COLUMN TO REMAIN

EXISTING MASONRY PIER TO REMAIN

HATCHED AREA OF NEW INFILL CONC SLAB WHERE SLAB WAS

REMOVED FOR UNDER-SLAB WORK. REPLACE W/ CONC TO MATCH

EXISTING THICKNESS (4" MIN) & FINISH ON VAPOR BARRIER.

CONC MASS ENTRANCE SLAB, TYP 4'-0" X 3'-6" - SEE STRUCT

NEW CONC PORCH SLAB & FOUNDATION WALLS

INFILL DEPRESSION IN CONC SLAB FROM REMOVED WALL W/ NEW

CONC TO BE FLUSH W/ T.O. SLAB

GRIND FLOOR / PROVIDE FLOOR PREP AT NEW OPENINGS - SEE

ALLOWANCE ##

NEW OPENING IN STRUCTURAL MAS WALL - SEE STRUCT

INFILL OPENING IN FOUNDATION WALL W/ NEW CMU TO MATCH

EXIST THICKNESS

WOOD-FRAMED STAIRS

WOOD HANDRAILS

SHADED AREA OF NEW WD-FRAMED FLOOR CONSTRUCTION - SEE

STRUCT

ALTERNATE #1: PT WD DECK & SLEEPERS ON ROOF SYSTEM: 2X PT

WD SLEEPERS CUT TO MATCH SLOPE OF ROOF @ 16" O.C., ON

ROOF PROTECTION PADS, W/ 5/4x6 PT WD DECKING

NEW FIBER-CEMENT CLAPBOARD & RIGID INSUL ON EXIST

SHEATHING

NEW STOREFRONT SYSTEM ON EXIST MAS LOW WALL - TO BE VIF.

EXIST COLS MAY BE FOUND IN INFILL WALL UPON DEMO.

BASE BID: OVERHEAD SECTIONAL DOOR

ALTERNATE #2: PROVIDE ALUM STOREFRONT IN LEIU OF

OVERHEAD DOOR

CURB-MOUNTED SKYLIGHT & WD-FRAMED LIGHT SHAFT

STRIP DETERIORATING PNT FROM CMU, PREP & RE-PAINT WALL

METAL HANDRAILS

FIBERGLASS SHOWER BASE & WALLS W/ GLASS ENCLOSURE -

COORD W/ MECHANICAL

TOILET PARTITIONS

RECESSED WASHING MACHINE OUTLET BOX - SEE MECH

FRAME NEW OPENING IN EXIST WOOD STUD-FRAMED WALL WITH

NEW HEADERS & TRIMMER STUDS.

NEW THICKENED SLAB - SEE STRUCTURAL

36"W VANITY CABINET W/ SOLID SURFACE TOP & INTEGRAL SINK -

SEE MECH FOR FAUCET.

NEW WINDOW IN MODIFIED EXISTING OPENING - MODIFY EXISTING

FRAMING / PROVIDE NEW HEADERS & STUDS AS REQ'D FOR NEW

WINDOW SIZE.

3/4" POURED GYPSUM TOPPING & SOUND CONTROL MAT OVER

WOOD SUBFLOOR - PART OF 1-HR FIRE RATED / ACOUSTICAL

ASSEMBLY - SEE CEILING DETAILS FOR ADDITIONAL INFORMATION.

DASHED OUTLINE OF NEW 3/4" T&G PLYWD SUBFLOOR ON JOISTS

IN EXISTING INTERSTITIAL SPACE

CJJ

Basement Floor Plan 1/4" = 1'-0"

3/22/2024Addendum 2

Typ. Guardrail Detail @ Sleeper 1 1/2" = 1'-0"

A3-02

Typ. Guardrail Detail @ Corner 1 1/2" = 1'-0"

A3-02

Typ. Guardrail Detail @ Mid Post 1 1/2" = 1'-0"

A3-02

1 1

±8'- 0"

6'- 8"

2' -9

-9

2'-9"

EQ EQ 2'-9"

2'-0"2'-0" EQ

2'-4" 2'-4"

2' -0

-0

2'-0" 2'-0"

2' -0

-0

EQ EQ

2' -8

-3

2' -8

2' -0

2'-10"EQEQ2'-10"

1' -6

3' -9

8'- 0"

'-0

±7'- 1"

9'- 0"

6'- 8"

'-6

EDGE OF 1-HR RATED GYP BD

ALIGN W/ WALL ABOVE

A4-01

TYP

A6-11

SIM

A4-01

Typ. Detail @ Acoustical Ceiling Perimeter 1 1/2" = 1'-0"

A4-01

Section Detail 1 1/2" = 1'-0"

A4-01

Section Detail 1 1/2" = 1'-0"

A4-01

- 3/4" GYPCRETE TOPPING

- 1/8" SOUND CONTROL MAT

- EXISTING WOOD SUBFLOOR

- EXISTING WOOD FLOOR JOISTS

- NEW WD FLOOR JOISTS SISTERED

AGAINST EXISTING (SEE STRUCT)

- RESILIENT CLIPS & LT GA FURRING

CHANNELS @ 16" O.C.

- 3 1/2" ACOUSTICAL BATT INSULATION

- (2) LAYERS 5/8" GYP BOARD

CEILING

±110'-7"

B.O. EX JOISTS

±111'-0"

RESILIENT FILLER STRIP

CONT ACOUSTICAL / FIRE SEALANT

2" MIN SPRAY-FOAM INSULATION

2X4 WD STUDS STOP AT BLOCKING -

EVERY OTHER STUD

FRT WD STUDS CONTINUOUS THROUGH

HORIZ ASSEMBLY @ 32" O.C.

1-HR FIRE RATED / ACOUSTICAL

CEILING ASSEMBLY

HOLD T.O. BLOCKING 1/2" BELOW

CEILING ASSEMBLY. FILL VOID W/

ACOUST INSULATION & SEALANT.

2X4 WD BLOCKING BETWEEN CONT

VERT FRT STUDS

CEILING

±110'-7"

1-HR FIRE RATED / ACOUSTICAL

CEILING ASSEMBLY

RESILIENT FILLER STRIP

CONT ACOUSTICAL / FIRE SEALANT

EXISTING WD FRAMING

WD HEADER - SEE STRUCTURAL

EXISTING FLOOR DECK & JOISTS ROOF ASSEMBLY

FIRE / ACOUSTICAL SEALANT

SECOND FLOOR (SUBFLOOR)

±111'-6"

RESILIENT CLIPS & LT GA HAT CHANNEL

WD BLOCKING

5/8" GYP BOARD

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A4-01_RCP.dwg - 3/22/2024 2:40:53 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

REFLECTED

CEILING PLANS

A4-01

First Floor Reflected Ceiling Plan 1/8" = 1'-0"

Second Floor Reflected Ceiling Plan 1/8" = 1'-0"

Basement Reflected Ceiling Plan 1/8" = 1'-0"

A. REFER TO FLOOR PLANS FOR ROOM NAMES, NUMBERS AND ROOM

DIMENSIONS

B. REFER TO ELECTRICAL FOR LIGHT FIXTURE TYPES AND

SPECIFICATIONS

C. REFER TO MECHANICAL FOR DIFFUSERS, REGISTERS, AND RETURNS

D. ALL LIGHT FIXTURES ARE TO BE CENTERED WITHIN CEILING TILE AND

GYP SOFFIT U.O.N.

CEILING PLAN KEY NOTES:

CEILING PLAN GENERAL NOTES:

1 SHADED AREA OF 1-HOUR FIRE-RATED ACOUSTICALLY-ISOLATED

HORIZ ASS'Y, SUSPENDED FROM 2ND FLOOR FRAMING, CONT

ACROSS NEW INTERIOR PARTITIONS. SEE TYP DETAIL.

SHADED AREA OF 1-HOUR FIRE-RATED FLOOR-CEILING ASSEMBLY

SHADED AREA OF 1-HOUR FIRE-RATED SHAFT WALL ASSEMBLY ON

UNDERSIDE OF STAIRS - UL #U415

EXPOSED ROOF / FLOOR STRUCTURE

OVERHEAD DOOR TRACK

GALVANIZED STEEL LINTEL; PAINTED (PNT-#)

DEFS SOFFIT FINISH ON NEW 5/8" PLYWOOD SHEATHING ON EXIST

SOFFIT FRAMING.

WRAP ROOF JOISTS SUPPORTING 2ND FLOOR STAIR LANDING W/

TYPE X GYP BD TO AFFORD 1-HOUR FIRE PROTECTION

20" X 30" MIN ATTIC ACCESS HATCH

NEW SUSPENDED 1/2" GYP BD CEILING, UNO

NEW 2' X 4' LAY-IN LED LIGHT FIXTURE IN GRID

SUPPLY AIR DIFFUSER - REFER TO MECHANICAL

RETURN AIR GRILLE - REFER TO MECHANICAL

EXIT LIGHT - CEILING / WALL MOUNTED - REFER

TO ELECTRICAL

NEW 2' X 2' LAY-IN LED LIGHT FIXTURE IN GRID

NEW SUSPENDED LINEAR LIGHT FIXTURE

CEILING SYMBOLS LEGEND

CONTROL JOINT IN GYPSUM OR PLASTER CEILINGCJ

CJJ

100'-0"

FIRST FLOOR

100'-0"

FIRST FLOOR

100'-0"

'-0

'-7

±20'-0"

2929 30 3231 29 3128 2929 193219

±68'-0"

'-8

-4

±19'-0"±35'-0"

±14'-0"

29 2819

-4

±35'-0"

292929 19 19 30

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A5-02_Exterior Elevations - Alternate 4.dwg - 3/22/2024 2:08:59 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

East Elevation 1/4" = 1'-0"

A2-01

EXTERIOR

ELEVATIONS -

ALTERNATE #3

A5-02

South Elevation 1/4" = 1'-0"

A2-01

CJJ

North Elevation 1/4" = 1'-0"

A2-01

A. REFER TO SHEET A0-01 FOR ABBREVIATIONS AND OTHER SYMBOL

DEFINITIONS.

B. REFER TO MATERIAL FINISH SCHEDULE (SPEC SECTION 000200) FOR

MATERIAL & COLOR DESIGNATIONS.

KEY NOTES:

EXTERIOR ELEVATIONS - GENERAL NOTES:

1 EXISTING FACE BRICK & STONE ACCENTS: CLEAN WALL - SEE

SPECS; TUCKPOINT DETERIORATED MORTAR JOINTS - ASSUME 25%

OF EXISTING WALL TO BE TUCKPOINTED; REPLACE BROKEN /

DAMAGED BRICK W/ SALVAGED BRICK. ALL NEW MORTAR TO

MATCH EXISTING COLOR.

PORTION OF EXISTING WALL TO BE RESTORED FOLLOWING

REPLACEMENT OF STEEL LINTEL - DOCUMENT EXISTING BRICK

PATTERN PRIOR TO DEMOLITION AND RE-INSTALL EXISTING BRICK.

TOOTH IN NEW / SALVAGED FACE BRICK AT OPENING

REMOVE EXISTING STONE CAP TO ALLOW FOR NEW FLASHING.

RE-INSTALL EACH STONE IN PRIOR LOCATION W/ SST ANCHORS -

SEE SECTION DETAILS.

REMOVE EXISTING METAL ANCHORS EMBEDDED IN BRICK WALL &

PATCH IN SALVAGED BRICK TO MATCH EXISTING PATTERN.

BLEND OF NEW FACE BRICK TO MATCH EXISTING (FB-1) AND

SALVAGED BRICK

ALUMINUM-CLAD WOOD SKYLIGHT ASSEMBLY

CAST STONE SILL (CS-1)

THIN BRICK CLADDING - FIELD (TB-1) INSTALLED IN VARIOUS BOND

PATTERNS AS SHOWN

THIN BRICK CLADDING - ACCENT (TB-2)

ALTERNATE #2: ALUMINUM BRAKE MTL CLADDING

NEW DECK & GUARD RAILS - SEE PLAN

FIBER-CEMENT CLAPBOARD SIDING (FS-1)

FIBER-CEMENT TRIM (FRIEZE, CORNER, SUB RAKE, AS OCCURS) -

4" (NOM) U.O.N.

ALUMINUM-CLAD WOOD FASCIA

ASPHALT SHINGLES - SEE ROOF PLAN

METAL GUTTERS & DOWNSPOUT

METAL COPING

PREP & PAINT EXISTING BLOCK PER MANUFACTURER'S

RECOMMENDATION

ALUMINUM STOREFRONT

VINYL WINDOWS

BASE BID: OVERHEAD SECTIONAL DOOR

ALTERNATE #2: PROVIDE ALUM STOREFRONT IN LEIU OF

OVERHEAD DOOR

EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL

HOLLOW METAL DOOR, PAINTED

REMOVE DETERIORATING BRICK MASONRY & RECONSTRUCT -

COORD W/ ROOFER TO FLASH INTO SHINGLE ROOF.

CLEAN VERT JNT AT THIN BRICK AT CHANGE IN WALL PLANE

SEALANT ON BACKER ROD

EXISTING SIDING TO REMAIN

EXISTING WINDOW / DOOR TO REMAIN

PREP & RE-PAINT EXISTING BRICK INCL ALL INCINDENTAL ITEMS ON

SURFACE INCLUDING BUT NOT LIMITED TO ELEC CONDUIT, WOOD

TRIM, METAL BRACKETS, ETC.

PREP & PAINT EXISTING WOOD PANELING / WOOD TRIM. REMOVE &

RE-INSTALL ADDRESS AND OTHER SIGNAGE.

PREP & RE-PAINT EXISTING HM DOOR & SECURITY GRATE.

West Elevation 1/4" = 1'-0"

A2-01

FIRST FLOOR

100'-0"

SECOND FLOOR

±111'-6"

SECOND FLOOR

±111'-6"

BACK FLOOR

101'-6"

BASEMENT

±93'-6"

ROOF PEAK

121'-11"

ROOF FRMG HIGH PT

ELEV: 113'-0"

A6-02

A6-01

A6-02

A6-01

'-0

6' -6

E Q

A6-01

A6-10

T.O. WALL FRAMING

113'-2"

BASEMENT

±93'-6"

BACK FLOOR

101'-6"

A5-10

ASSEMBLY SPACE

FUTURE

RESTROOM

WOMEN'S

ASSEMBLY SPACE

FUTURE OFFICE /

STAIRWELL

BASEMENT

RESTROOM

MEN'S

RESTROOM

WOMEN'S

HALLWAY

MUD ROOM

HALLWAY

STAIRWELL

BASEMENT

STAIRWELL

APARTMENT

RESTROOM

MEN'S

MUD ROOM

ASSEMBLY SPACE

FUTURE

DINING

KITCHEN /

LIVING

BEDROOM

MASTER

STAIRWELL

APARTMENT

STAIRWELL

APARTMENT

DINING

KITCHEN /

BASEMENT

A6-11

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A5-10_Building Sections.dwg - 3/22/2024 2:15:05 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

Building Section 1/4" = 1'-0"

A3-01

BUILDING

SECTIONS

A5-10

Building Section 1/4" = 1'-0"

A3-01

Building Section 1/4" = 1'-0"

A3-01

Building Section 1/4" = 1'-0"

A3-01

A6-10

B.O. WINDOW

103'-4"

T.O. WINDOW

108'-8"

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X6 WD STUDS @ 16" O.C.

- R19 MIN BATT INSUL

- 5/8" GYP BOARD

FIRST FLOOR

100'-0"

BACK FLOOR

101'-6"

SECOND FLOOR

±111'-6"

Wall Section 3/4" = 1'-0"

A5-10

Wall Section 3/4" = 1'-0"

A5-10

Wall Section 3/4" = 1'-0"

A3-01

Wall Section 3/4" = 1'-0"

A5-10

ROOF

VARIES

A6-10

Wall Section 3/4" = 1'-0"

A5-10

A6-10

- 4" BRICK VENEER

- AIR SPACE

- R5 MIN RIGID BD INSUL

- WEATHER BARRIER

- 5/8" PLYWOOD SHEATHING

- R19 MIN BATT INSUL

- 2X6 WD STUDS @ 16" O.C.

- 5/8" GYPSUM BOARD

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X4 WD STUDS @ 16" O.C.

- R13 MIN BATT INSUL

- 5/8" GYP BOARD

- SINGLE-PLY ROOF MEMB

- COVER BOARD

- R30 POLYISO INSUL

- 5/8" PLYWOOD

- 2X10 WD JOISTS - SEE STRUCT

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- 5/8" PLYWOOD

- 2X6 WD FRAMING @ 16" O.C.

- CLOSED-CELL FOAM, R38 MIN

ALUMINUM STOREFRONT

GLAZING SYSTEM

STEEL LINTEL - SEE STRUCTURAL

METAL PARAPET COPING

& WD NAILER

2X WOOD LEDGER - SEE STRUCT

EXISTING CMU FOUNDATION

TO REMAIN - VIF

A6-10

- 5/8" GYP BOARD

- 2X4 WD STUDS @ 16" O.C.

- EXISTING 2" X 4" WD STUDS

- EXISTING 3/4" WD BOARD SHEATHING

- 2X4 WD STUDS @ 16" O.C.

- 3 1/2" ACOUSTICAL BATT INSUL

- RESILIENT CLIPS

- 5/8" GYP BOARD

- RESILIENT CLIPS

- 2X6 WD STUDS @ 16" O.C.

- 5 1/2" ACOUSTICAL BATT INSUL

- 5/8" GYP BOARD

ROOF PEAK

122'-4"

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- EXISTING SHEATHING

- EXISTING WD FRAMING

- R13 MIN BATT INSUL

- 5/8" GYP BOARD

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- 5/8" PLYWOOD

- 2X6 WD FRAMING @ 16" O.C.

- CLOSED-CELL FOAM, R38 MIN

- 2X4 WD FURRING

- 5/8" GYP BOARD

- R19 MIN BATT INSUL

- 2X6 WD STUDS @ 16" O.C.

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- WEATHER-RESISTANT BARRIER

- R5 MIN RIGID INSULATION

- DRAINAGE MAT

- FIBER-CEMENT CLAPBOARD SIDING

- 3/4" T&G PLYWOOD

- 2X10 WD STUDS @ 16" O.C.

T.O. WALL FRAMING

111'-0"

8" CMU, GROUTED SOLID

WALL FINISH TO EXTEND ONTO

FACE OF CMU

ALUMINUM STOREFRONT

GLAZING SYSTEM

METAL GUTTER

- 3/4" T&G PLYWOOD

- 2X10 WD STUDS @ 16" O.C.

- 5/8" GYP BOARD

- RESILIENT CLIPS

- 2X6 WD STUDS @ 16" O.C.

- ACOUSTICAL BATT INSULATION

- 5/8" GYP BOARD

- (2) LAYERS 5/8" GYP BOARD

- 2X8 WD JOISTS @ 16" O.C., CANTILEVERED

- 3/4" T&G PLYWOOD

- SOUND ISOLATION MAT

- 3/4" GYPCRETE FLOOR TOPPING

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X4 WD STUDS @ 16" O.C.

- R13 MIN BATT INSUL

- 5/8" GYP BOARD

- 2X6 WD STUDS @ 16" O.C.

- 5/8" GYP BOARD

PRESSURE-TREATED WOOD DECK ON

ROOF PROTECTION PADS

SITE PAVING / GRADE - BY OTHERS

STUD-FRAMED HALF WALL

WOOD-FRAMED STAIR

PROVIDE RESILIENT ANCHOR AT

HANDRAIL ATTACHMENTS, TYP

A6-12

FLASHING @ SHINGLE -

SIDING TRANSITION

ALUMINUM-CLAD EXISTING WD FASCIA BD

& SOFFIT - SIM TO NEW DETAIL 9/A6-10

MIN 2" SPRAY FOAM INSUL, &

MINERAL WOOL INSUL

A6-12

SIM

42" HIGH PRESSURE-TREATED

WOOD GUARD RAIL

42" HIGH PRESSURE-TREATED

WOOD GUARD RAIL

B.O. WINDOW

103'-4"

T.O. WINDOW

108'-8"

MAX 6'-0" LONG REMOVABLE

DECK ACCESS PANEL AT EDGE

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A6-01 & 02_Wall Sections.dwg - 3/22/2024 2:47:52 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

WALL SECTIONS

A6-01

Wall Section 3/4" = 1'-0"

A3-01

Wall Section 3/4" = 1'-0"

A5-10

Wall Section 3/4" = 1'-0"

A5-10

Wall Section 3/4" = 1'-0"

A3-02

A6-11

SIM

SECOND FLOOR

±111'-6"

A6-11

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- EXISTING ROOF SHEATHING

- EXISTING ROOF FRAMING

- MIN R38 CLOSED CELL SPRAY FOAM

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- EXISTING SHEATHING

- EXISTING WD FRAMING

EXISTING SUBFLOOR & WD JOISTS

TO REMAIN

ASPHALT SHINGLE ROOF

& UNDERLAYMENT ON

EXISTING WD FRAMING

ALUMINUM-CLAD EXISTING WD FASCIA BD &

SOFFIT - SIM TO NEW DETAIL 9/A6-10

- 5/8" ADHERED THIN BRICK VENEER

- MTL MASONRY SUPPORT PANEL W/

INTEGRAL DRAINAGE PLANE

- R5 MIN CONT RIGID INSULATION

- WEATHER-RESISTANT BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X6 WD STUDS @ 16" O.C.

- R19 MIN FIBERGLASS BATT INSUL

- 2X HORIZ WD FURRING @ 16" O.C. VERT

- 5/8" GYP BOARD

- 5/8" ADHERED THIN BRICK VENEER

- MTL MASONRY SUPPORT PANEL W/

INTEGRAL DRAINAGE PLANE

- WEATHER-RESISTANT BARRIER

- EXISTING CMU WALL (ASSUMED)

- 4" BRICK VENEER

- AIR SPACE

- R5 MIN RIGID BD INSUL

- WEATHER BARRIER

- 5/8" PLYWOOD SHEATHING

- R19 MIN BATT INSUL

- 2X6 WD STUDS @ 16" O.C.

- 5/8" GYPSUM BOARD

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- EXISTING SHEATHING

- EXISTING WD FRAMING

- R13 MIN BATT INSUL

- 5/8" GYP BOARD

- 1/2" GYP BOARD

- EXISTING WD JOISTS

- 5/8" GYP BOARD

- EXISTING WOOD FRAMING

- R13 MIN BATT INSULATION

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- EXISTING ROOF SHEATHING

- R38 MIN CLOSED-CELL SPRAY FOAM

ALUMINUM-CLAD WOOD

SKYLIGHT ASSEMBLY

Wall Section 3/4" = 1'-0"

A5-10

B.O. SOFFIT

±108'-3"

T.O. WALL

±115'-0"

T.O. PARAPET

±115'-6"

- EXISTING FACE BRICK

- AIR SPACE

- EXIST WD BD SHEATHING

- EXIST 2"x6" WD FRAMING

- R19 MIN BATT INSUL

- 5/8" GYP BOARD

3'-2" R.O.

A6-11

6' -1

0" T

.O . R

6' -8

3' -5

-2

/2 " F

REMOVE, CLEAN AND RE-INSTALL EXISTING

STONE PARAPET CAP ON NEW ROOF

FLASHING - SEE ROOF DETAILS

REMOVE, CLEAN AND RE-INSTALL

EXISTING STONE PARAPET CAP

ON NEW ROOF FLASHING - SEE

ROOF DETAILS

ROOF FRAMING HIGH PT

113'-0"

ROOF ASSEMBLY ON 5/8" PLYWOOD

DECK - SEE ROOF PLANS & STRUCT

MASONRY WALL STEPS BACK -

VERIFY CONDITION IN FIELD

2X10 ROOF JOIST - SEE STRUCT

ROOF FLASHING MMEBRANE - SEE

ROOF DETAILS

ALUMINUM-CLAD EXISTING WD FASCIA BD

& SOFFIT - SIM TO NEW DETAIL 9/A6-10

NEW DEFS SOFFIT

SECTIONAL OVERHEAD DOOR

(BASE BID)

SECTIONAL OVERHEAD DOOR

(BASE BID)

CAST STONE SILLCAST STONE SILL

METAL PARAPET COPING

ACOUSTICAL CEILING ASSEMBLY -

SEE REFLECTED CEILING PLAN

ACOUSTICAL CEILING ASSEMBLY -

SEE REFLECTED CEILING PLAN

EXISTING FLOOR FRAMING TO BE

REINFORCED - SEE STRUCTURAL

ACOUSTICAL CEILING ASSEMBLY -

SEE REFLECTED CEILING PLAN

3/4" POURED GYPSUM TOPPING &

SOUND CONTROL MAT

B.O. LINTEL

±109'-0"

INSTALL NEW 3/4" T&G

SUBFLOOR ON JOISTS

IN INTERSTITIAL SPACE

W/ NEW 3/4" GYPCRETE

TOPPING

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A6-01 & 02_Wall Sections.dwg - 3/22/2024 2:20:47 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

WALL SECTIONS

A6-02

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A6-01

Section Detail 1 1/2" = 1'-0"

A5-10

Section Detail 1 1/2" = 1'-0"

A6-01

- 4" BRICK VENEER

- AIR SPACE

- R5 MIN RIGID BD INSUL

- WEATHER BARRIER

- 5/8" PLYWOOD SHEATHING

- R19 MIN BATT INSUL

- 2X6 WD STUDS @ 16" O.C.

- 5/8" GYPSUM BOARD

FIRST FLOOR

100'-0"

GRADE - EXISTING SIDEWALK

OPEN CELL WEEPS @ 32" O.C.

GALV BRICK TIES @ 16" X 24" O.C., NAILED

INTO FRAMING ONLY

EXISTING CMU, ASSUMED 12" - VIF. GROUT

SOLID. VERIFY CONDITION OF CMU IN FIELD

AND REPLACE DAMAGED UNITS - SEE

ALLOWANCE IN SPEC

2X8 WD LEDGER

EXPANSION ANCHORS INTO EXISTING

CMU - SEE STRUCT

JOIST HANGER

3/4" T & G PLYWOOD SUBFLOOR

2X8 WD FLOOR JOISTS - SEE STRUCT

2X PT WD BOTTOM PLATE

ANCHOR BOLTS SET IN GROUT. IF EXISTING

CMU IS ALREADY SOLID, PROVIDE

EXPANSION ANCHORS. SEE STRUCT

TERMINATION BAR & CONT SEALANT

THRU-WALL FLASHING, MIN 8" VERT LEG

MORTAR NET

FLAT PLATE SST DRIP FLASH'G SET IN MASTIC

BRICK ROWLOCK SILL - GROUT CORES SOLID

SEE DETAIL 1 THIS SHEET FOR

TYPICAL WALL COMPOSITION

SEE DETAIL 1 THIS SHEET FOR

TYPICAL WALL COMPOSITION

SEE DETAIL 1 THIS SHEET FOR

TYPICAL WALL COMPOSITION

1'-1" 6 3/4" 6 1/4"

ALUMINUM STOREFRONT SYSTEM W/

DRAINABLE SILL RECEPTOR

BRICK TIE @ HEAD JNTS @ 8" O.C.

OPEN CELL WEEPS @ 32" O.C.

THROUGH-WALL FLASHING, LAP UP INTO

WINDOW OPENING

MORTAR NET

FLAT PLATE SST DRIP FLASH'G SET IN MASTIC

EXTEND WEATHER BARRIER INTO OPENING

3" 4 1/2" 5 1/2"

DOUBLE SILL PLATE

CONT SEALANT BTWN STOREFRONT & BRICK

SILL FLASHING W/ END DAMS

GALV BRICK TIES @ 16" X 24" O.C., NAILED

INTO FRAMING ONLY

ROUGH OPENING

103'-4"

ALUMINUM STOREFRONT SYSTEM

OPEN CELL WEEPS @ 24" O.C. ABOVE OPENING

THROUGH-WALL FLASHING, MIN 8" VERT LEG,

LAPPED OVER STL ANGLE

MORTAR NET

SST DRIP EDGE

TERMINATION BAR & CONT SEALANT

GALV STL BRICK ANGLE, PAINTED

MINERAL WOOL INSULATION

2X6 WD HEADER

FILL VOID W/ INSULATION

CONT SEALANT ALL AROUND, BOTH SIDES

ROUGH OPENING

108'-8"

T.O. WALL FRAMING

113'-4 1/2"

COMPRESSIBLE FILLER

2X PT WD SLEEPER, CUT TO

SLOPE OF ROOF

PRE-FINISHED MTL COPING W/ 5" VERT FACE

LAP ROOF MEMBRANE OVER TOP OF

WALL AND FASTEN - SEE ROOF

DETAILS FOR ADD'L INFO

(2) LAYERS 3/4" PLYWOOD

LAP WEATHER BARRIER UP AND

OVER TOP OF WALL FRAMING

SECOND FLOOR

±111'-6"

ROOF DECK

VARIES

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X4 WD STUDS @ 16" O.C.

- R13 MIN BATT INSUL

- 5/8" GYP BOARD

WEATHER BARRIER STOP

BELOW ROOF TERMINATION

ROOF TERMINATION - SEE ROOF DETAILS

8" M

FIBER CEMENT STARTER STRIP

GYP BOARD CONTINUOUS ACROSS

TOP OF PARTITION

2X WD BLOCKING

3/4" T & G PLYWOOD SUBFLOOR

2X8 WD FLOOR JOISTS -

SEE STRUCT

NON-BEARING INTERIOR PARTITION

2X10 ROOF JOIST

(2) LAYERS TYPE 'X' GYP BOARD - WRAP

UP TO B.O. ROOF DECK & FIRE SEAL

2X WD BLOCKING

ROOF ASSEMBLY ON 5/8" PLYWOOD DECK

- SEE ROOF PLANS & STRUCT

SEE DETAIL 5 THIS SHEET FOR

TYPICAL WALL COMPOSITION

ROOF FLASHING MEMBRANE

PRE-FIN MTL COUNTERFLASHING,

SECURED BEHIND FIBER-CEMENT SIDING

ROUGH OPENING

MATCH EX. WINDOW

ROUGH OPENING

MATCH EX. WINDOW

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- 5/8" PLYWOOD

- 2X6 WD FRAMING @ 16" O.C.

- CLOSED-CELL FOAM, R38 MIN

- 2X4 WD FURR, PERPENDICULAR TO

ROOF FRMG

- 1/2" GYP BOARD

SEE DETAIL 5 THIS SHEET FOR

TYPICAL WALL COMPOSITION

SCABBED ON 2X8 EAVE BOARDS @ 16" O.C.

ATTACHED TO WD SHEATHING @ STUDS

2X SUBFASCIA

1X6 WD FASCIA BOARD, ALUM-CLAD

PRE-FIN MTL DRIP EDGE

ICE & WATER BARR - LAP OVER DRIP EDGE

RIGID INSUL CONT THROUGH SOFFIT

1/2" PLYWOOD SOFFIT, ALUM-CLAD

WD BLOCKING

5/4X4 FIBER-CEMENT TRIM BD, TYP

WINDOW NAILING FLANGE SET ON

RIGID INSULATION

FLASHING TAPE, APPLIED OVER JAMB FLASHING

TAPE. LAP MIN 1/2" HORIZ ONTO WINDOW FR

2X4 WD HEADER

NO SHIM AT T.O. WINDOW; FILL VOIDS W/

NON-EXPANDING SPRAY FOAM INSUL

VINYL WINDOW

SEALANT ON BACKER ROD

MTL DRIP EDGE, MIN 1/4" GAP AT T.O. TRIM

FIBER CEMENT STARTER STRIP

WOOD BLOCKING

ROOF LEDGER

111'-11 1/2"

SECOND FLOOR

±111'-6"

T.O. STAIR

113'-2 3/4"

'-8

2'-2"

2X8 FLOOR JOISTS CANTILEVERED

OVER 2X6 STUD WALL

A6-10

VINYL WINDOW

WINDOW NAILING FLANGE SET

ON RIGID INSULATION

2-PIECE SILL FLASHING TAPE W/ END DAMS

PRE-FIN MTL DRIP EDGE OVER TOP OF TRIM BDSHIM AS REQ'D; FILL VOIDS W/

NON-EXPANDING SPRAY FOAM INSUL

5/4X4 FIBER-CEMENT TRIM BD, TYP

LEAVE GAP & SEAL

CONT SEALANT

2X4 DOUBLE SILL PLATE

PT WOOD NAILER

FLASHING MEMB LAPPED

OVER WD NAILER

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER-RESISTANT BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X4 WD STUDS @ 16" O.C.

- R13 MIN BATT INSUL

2X6 WD ROOF RAFTER EXTENSION

2X SUBFASCIA

1X6 WD FASCIA BOARD, ALUM-CLAD

PRE-FIN MTL DRIP EDGE

ICE & WATER BARRIER - LAP OVER DRIP EDGE

RIGID INSUL CONT THROUGH SOFFIT

1/2" PLYWOOD SOFFIT, ALUM-CLAD

WD BLOCKING

MTL DRIP EDGE, MIN 1/4" GAP AT T.O. TRIM

10"

7 1/4"

T.O. WALL FRAMING

120'-5"

T.O. WALL FRAMING

VARIES ON SLOPE

5/4X4 FIBER-CEMENT TRIM BD, TYP

MTL DRIP EDGE

CONT SEALANT ON BACKER

ROD @ DR FRAME

WRAP WEATHER BARRIER

INTO OPENING

FILL VOIDS W/ NON-EXPANDING

SPRAY FOAM INSUL

DOOR FRAME

2X4 CEILING FRAMING

1/2" GYP BD CEILING

- ASPHALT SHINGLES

- UNDERLAYMENT - SEE ROOF PLAN

- 5/8" PLYWOOD

- 2X6 WD FRAMING @ 16" O.C.

- CLOSED-CELL FOAM, R38 MIN

MTL DRIP EDGE

MTL FLASHING

ICE & WATER BARR UP & OVER VERT PLYWD

5/8" PLYWOOD

2X4 WD NAILER

ICE & WATER BARRIER - LAP OVER DRIP EDGE

SEE DETAIL 9 THIS SHEET FOR

TYPICAL ROOF COMPOSITION

NEW MIN R13 BATT INSULATION

EXISTING WD FRAMING

- 1/2" GYP BOARD

- EXISTING WD JOISTS

- FIBER-CEMENT CLAPBOARD SIDING

- R5 MIN RIGID INSULATION

- WEATHER BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X6 WD STUDS @ 16" O.C.

- R19 MIN BATT INSUL

- 5/8" GYP BOARD

ANCHOR BOLT SET IN GROUTED

CMU - SEE STRUCT

INSECT SCREEN

8" CMU, GROUTED SOLID

3/4" T&G PLYWOOD SUBFLOOR ON 2X10 WD

JOISTS @ 16" O.C.

FIRST FLOOR

100'-0"

BACK FLOOR

101'-6"

FIBER CEMENT STARTER STRIP

SITE PAVING - BY OTHERS

EXISTING CMU TO REMAIN - VERIFY CONDITION

OF CMU IN FIELD AND REPLACE DAMAGED

UNITS - SEE ALLOWANCE IN SPEC

2x10 RIM JOIST

SEE DETAIL 11 THIS SHEET FOR

TYPICAL WALL COMPOSITION

SEE DETAIL 11 THIS SHEET FOR

TYPICAL WALL COMPOSITION

SEE DETAIL 11 THIS SHEET FOR

TYPICAL WALL COMPOSITION

ROUGH OPENING

103'-4"

ROUGH OPENING

108'-8"

T.O. WALL FRAMING

111'-0"

ROOF EDGE

112'-3"

ALUMINUM STOREFRONT SYSTEM W/

DRAINABLE SILL RECEPTOR

EXTEND WEATHER BARRIER INTO OPENING

DOUBLE SILL PLATE

SILL FLASHING W/ END DAMS

PRE-FIN MTL SILL FLASHING, EXTEND OUT

OVER TRIM BD W/ DRIP EDGE

CONT SEALANT ALL AROUND, TYP

5/4X4 FIBER-CEMENT TRIM BD, TYP

LEAVE GAP & SEAL

8 3/4"

6 1/8" 2 5/8"

ALUMINUM STOREFRONT SYSTEM

2X6 WD HEADER

FILL VOID W/ INSULATION

CONT SEALANT ALL AROUND, BOTH SIDES

5/4X4 FIBER-CEMENT TRIM BD, TYP

MTL DRIP EDGE, VERT EDGE BEHIND

DRAINAGE MAT.

FIBER CEMENT STARTER STRIP

FLASHING MEMBRANE, LAP OVER MTL DRIP

MTL DRIP EDGE OVER TRIM BD. MIN 1/4"

GAP AT T.O. TRIM

DOUBLE TOP PLATE

2X10 RIM JOIST

FILL VOID W/ BATT INSULATION

2X4 WD BLOCKING

5/4X8 FIBER-CEMENT TRIM BD

MTL GUTTER & BRACKET - SEE ROOF DETAILS

ROOF MEMB TIED INTO GUTTER FLASHING -

SEE ROOF DETAILS

BUILD UP WD BLOCKING AT ROOF EDGE TO

MATCH INSULATION THICKNESS

PT WD NAILER

ROOF ASSEMBLY ON 5/8" PLYWOOD DECK -

SEE ROOF PLANS & STRUCT

PT 2X6 SILL PLATE

ANCHOR BOLT

R19 MIN MINERAL WOOL INSUL

2" MIN SPRAY FOAM INSULATION

16" O.C.

4X4 WD GUARDRAIL - SEE DETAIL 14 THIS SHEET

3' -6

" M

5/8"Ø THREADED ROD W/ NUTS & BEARING PL

2" 2"

STRAP ANCHOR, SIMPSON

'HTT4HDG' OR APPROVED EQ

(2) PIECES 2X8 PT WD

BLKG, SEE PLAN DTL

ROOF ASS'Y ON 5/8" PLYWD

DECK - SEE ROOF PLANS &

STRUCT

ROOF PROTECTION PAD

2X10 WD ROOF JOIST

STRAP ANCHOR, SIMPSON

'HTT4HDG' OR APPROVED EQ

PT 2X4

PT 4X4 POSTS @ 4'-0" O.C., AT SLEEPERS

PT 2X6 W/ BULLNOSE TOP EDGES

PT 2X2 BALUSTER, MAX 4" BETWEEN

PT 2X4

5/8"Ø THREADED ROD

W/ NUTS & BEARING PL

2X8X16" PT WD BLKG, BUTT UP TO

POST, ATTACHED TO SLEEPER

CONT PT 2X8 RIM JOIST

1X10 PT WD FASCIA, SHIM OUT OVER

BOLT HEADS

2X PT WD SLEEPERS @ 16" O.C. CUT TO

SLOPE OF ROOF, ON ROOF PROTECTION PADS

5/4X6 PT WD DECKING. CREATE REMOVABLE

ACCESS PANEL AT EDGE, MAX 6' LONG.

SECURE DECKING TO 2X2 BATTENS

MIN R38 CLOSED CELL SPRAY FOAM

3/4" POURED GYPSUM TOPPING &

SOUND CONTROL MAT 3/4" POURED GYP TOPPING

& SOUND CONTROL MAT

11 1/8" 1 5/8"

1'-0 3/4"

2T @ 10" EA = 1'-8"

WD BLOCKING

FIRESTOP @ TOP OF WALL W/ FIRE

SAFING INSULATION

FIRE / ACOUSTICAL SEALANT

RESILIENT CLIP & LT GA HAT CHANNEL

(2) LAYERS TYPE 'X' GYP BOARD -

WRAP UP TO B.O. ROOF DECK &

FIRE SEAL

2" MIN SPRAY FOAM INSULATION

2" M

DOOR FRAME W/ INTEGRAL SILL

PRE-FAB PVC SILL FLASHING SET

IN BED OF SEALANT

TERMINATION BAR & SEALANT

ROOF FLASHING MEMBRANE

PRE-FIN MTL COUNTERFLASHING,

LAPPED BELOW PVC SILL FLASHING

PLYWD STAIR TREAD

2X4 WALL CONSTRUCTION

FLASHING MEMBRANE OVER

PLYWD & INSULATION

Statement of…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 1, 2025.