ESBD_File_351193_77612 _Addendum No. 01_24.03.13.pdf

SSC Services for Education Facilities Services

File: Documents / 06 Bid & Awards / Bid Package

Project Title: SEA AGGIE CENTER- ROOF REPLACEMENT

Project #: GAL24- 77612

Bldg. Name: SEA AGGIE CENTER

ADDENDUM #01- Dated 3/13/2024

The following items have been amended:

Contractor shall incorporate the following additions, deletions and clarifications into the proposal for this project to be submitted by 2:00 P.M., 04/02/2024, ATTN: Tommy Matheaus, 200 Seawolf Parkway- Building 3006, Galveston, Texas 77554. Contractor shall acknowledge receipt and consideration of this Addendum No. 1 on the

Proposal Form.

The addendum serves to clarify, revise, and supersede information in the Project Manual, the Drawings, and previously issued Addenda. The following additions, deletions and clarifications shall be made part of the plans and specifications for this project:

Item 1 for Revised Proposal

1. Revised Proposal form attached shall be used to submit bids for this project. Changes incorporated in the form include:

a. Install a 1/8- inch per foot tapered insulation system with a minimum starting thickness of 1-inch, 1st layer mechanically attached to metal roof deck. All other layers of iso insulation will be adhered per manufacturer requirements utilizing a 2-part foam adhesive or as directed by manufacturer. Contractor must verify the starting thickness meets R-25.

b. Raise all wall flashings to a height of ten inches (10") above finished roof surface. Install new thru-wall flashing with a 3-course brick removal at all roof to brick risewall conditions.

c. Install new Kynar coated gutters and down spouts to match existing size, shape and installed to slope to downspouts. All downspouts are required to be strapped every 48-inches. Gutters are required to have straps every 36-inches and supported by gutter hangers every 36-inches. Owner to select color of metal.

d. Provide a manufacturer’s twenty (20) year NDL warranty to include 120mph wind rider. All attachment must meet TDI wind requirements for SEAWARD coastal regions for 130mph 3-second wind gusts.

e. Contractor to provide a WPI8 and Texas Windstorm Engineer to review all roofing progress work. All mechanical strapping to meet wind uplift is the responsibility of the contractor.

3/13/2024

Armko Industries, Inc.

Texas Registered Engineering Firm

F-006498

1320 SPINKS ROAD

FLOWER MOUND, TX 75028

972.874.1388 www.armko.com

File: Documents / 06 Bid & Awards / Bid Package

f. CONTRACTOR TO INCLUDE A $15,000 CONTINGENCY IN THEIR BASE PROPOSAL BID.

2. Revised Roof Plan No. R1.01 dated 3/12/24 are attached, which shall be made part of the plans and specifications for this project.

Question: On Section 07 22 16 / 2.01FILLER FOR FLUTES OF METAL.

A. Expanded polystyrene board of appropriate thickness to match depth of flute of existing metal roof deck.

Q1, Can we eliminate the use and installation of the flute filler as it was indicated during the site walk?

Answer: Yes, this was removed from the scope of work attached in Addendum 1

Question: On Section 07 22 16 / 2.02 INSULATION – TAPERED.

B. Insulation shall be of thickness required for one-eighth inch (1/8") slope per foot to roof edge with gutter as shown on drawings with a minimum edge thickness of one- and one-half inch (1-1/2").

Q2, Will the tapered insulation change to one-sixteenth inch (1/16”) slope per foot in lieu of the 1/8” requested in the specifications section above?

Answer: The decision to stay with 1/8-inch taper was decided.

Question: On Roof Plan R1.01 / item 1. Base Proposal, third paragraph, notes indicate the tapered insulation shall be mechanically attached to the metal deck.

Answer: This was adjusted for the new scope of work after it was determined that there was slope in the structure no previously seen but tapered insulation will still be part of the scope of work.

Question: Can the tapered insulation be adhered to the first layer of flat stock insulation that will be mechanically fastened to the top of the metal deck as specified?

Answer: Yes, the first layer as shown in the updated scope of work allows for attachment to ASCE7-16 and all other layers adhered per manufacturer requirements to meet local windzone requirements.

Question: On Roof Plan R1.02 / Specific Roof note #10, indicates the replacement of the existing metal coping with new.

Answer: Notes 10 and 11 were removed for clarity.

Question: During the site walk we observed that there is no existing metal coping, instead there is an existing stone coping in place. Please provide scope of work to be implemented over the parapet wall.

Answer: Thru-wall flashing was determined to be the requested base flashing and coping detail. The existing stone cap and brick wall will not be touched.

END OF ADDENDUM #01

Attachment: Revised Proposal, 6 pages Revised Roof Plan, 1 page

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Projects over $100,000

Page - 1 of 6

SSC SERVICES FOR EDUCATION

COMPETITIVE SEALED PROPOSAL

PART 1

PROPOSAL FORM & PRICING SCHEDULE

SECTION 00 42 13

Texas A&M University- Galveston

Project No.: GAL24- 77612

Project Title: Sea Aggie Center – Roof Replacement

__________________________________________doing business as _________________________________

Business Name (Corporation, Partnership or Individual) hereby proposes to furnish and install all work required by the Contract Documents that includes, SSC Uniform

General and Supplementary Conditions ("UGSC"), SSC Special Conditions, the Drawings, the Project

Manual/Specifications and any Addenda issued prior to the Proposal.

The "Total Contract Cost" shall include the cost of delivery, insurance, bonds, taxes, labor, materials, supervision, overhead, profit, incidentals and the use of all equipment and tools required to complete the work. The proposed Contract Cost, indicated in the Pricing Schedule included shall constitute full compensation for work required by the Contract Documents and the Addenda.

The RESPONDENT certifies that this proposal is made in good faith, without collusion or connection with any other person or persons offering a proposal for the same work, and that it is made in pursuance of and subject to all the terms and conditions of the Construction Documents for the work to be accomplished, all of which have been examined by the RESPONDENT.

All work required by the Contract Documents and enumerated in the Pricing Schedule included, whether specifically mentioned, included by implication or appurtenant thereto, shall be performed by the

RESPONDENT, irrespective of whether it is named in the Pricing Schedule.

The Proposal will remain subject to acceptance for 90 calendar days after submittal, or for such longer time as the RESPONDENT may agree to in writing upon request by the Owners Designated Representative

(ODR).

The RESPONDENT will submit a construction schedule and execute the contract within 10 business days after notification of contract award.

Proposal amounts must be shown in both written words and figures. In case of discrepancy, the amount shown in words will govern.

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 2 of 6

DESCRIPTION TOTAL PRICE

Contractor must list an amount for each line item as required for the scope of this project OR bid will be disqualified for being incomplete. Blank division entries are acceptable if the division is not in the scope of work.

Division 01 - General Requirements

Division 02 - Existing Conditions

Division 03 - Concrete

Division 04 - Masonry

Division 05 - Metals

Division 06 - Wood, Plastics and Composites

Division 07 - Thermal and Moisture Protection

Division 08 - Openings

Division 09 - Finishes

Division 10 - Specialties

Division 11 - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14 - Conveying Equipment

Division 21 - Fire Suppression

Division 22 - Plumbing

Division 23 - Heating, Ventilating, and Air Conditioning (HVAC)

Division 25- Integrated Automation

Division 26 - Electrical

Division 27 - Communications

Division 28 - Electronic Safety and Security

Division 31 - Earthwork

Division 32 - Exterior Improvements

Division 33 - Utilities

Division 34 - Transportation

Division 44 - Pollution Control Equipment

Division 45 - Industry-Specific Manufacturing Equipment

BASE PROPOSAL AMOUNT

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 3 of 6

ITEM 1- BASE PROPOSAL 1: SEA AGGIE CENTER (Roof Areas A and B)

• Work shall include all labor and materials to provide a FULL REROOF on Roof Areas A and B. The entire roofing system is to be removed down to the existing metal roof deck.

• Install a 1/8- inch per foot tapered insulation system with a minimum starting thickness of 1-inch, 1st layer mechanically attached to metal roof deck. All other layers of iso insulation will be adhered per manufacturer requirements utilizing a 2-part foam adhesive or as directed by manufacturer. Contractor must verify the starting thickness meets R-25.

Install 1-layer of half-inch (1/2”) gypsum coverboard set in ribbons of adhesive. Ribbons spacing as per manufacturer’s designed assembly letter.

Install 90-mil (min) smooth sanded base ply (torch application) as part of a multi-ply PVC roof system as required by manufacturer.

Install 1-layer of 60mil fleeceback Elvaloy PVC membrane set in cold process adhesive as primary membrane to be used. Approved Manufacturers are listed in PVC Spec.

• Install new wood blocking as required to meet new roof thickness.

Raise any curbs that are not a minimum of 8-inches above finished roof height to achieve 10-inches. 8-inches will be allowable if once the roof system is installed it meets the minimum requirement by the manufacturer issuing the warranty.

• Raise all wall flashings to a height of ten inches (10") above finished roof surface. Install new thru-wall flashing with a 3-course brick removal at all roof to brick risewall conditions.

• Remove and replace all counter flashings and replace with new stainless-steel metal.

Remove and replace all edge metals and install required edge metal to meet wind warranty. Typically, a 2-piece sheet metal, manufactured, edge system and supplied by the manufacturer. Owner to select color of outside edge metal.

• Extend existing soil pipes to a height of eight inches (8") above finished roof surface and utilize the manufacturer’s premanufactured PVC boot. No field wraps will be allowed.

• Install crickets at the high side of each unit larger than twenty-four inches (24”).

Install new Kynar coated gutters and down spouts to match existing size, shape and installed to slope to downspouts. All downspouts are required to be strapped every 48-inches. Gutters are required to have straps every 36-inches and supported by gutter hangers every 36-inches. Owner to select color of metal

All small piping is required to be supported by small pipe supports with rollers, adhered to membrane pad and strapped to support.

• All measurements are the responsibility of the Contractor.

• Provide a five (5) year Contractor’s warranty.

• Provide a manufacturer’s twenty (20) year NDL warranty to include 120mph wind rider. All attachment must meet TDI wind requirements for SEAWARD coastal regions for 130mph 3-second wind gusts.

All mechanical, electrical, plumbing disconnections shall be the responsibility of the contractor. This is considered a turn-key project, Texas A&M Galveston is to furnish nothing. All work is the responsibility of the contractor.

• All installation shall be per NRCA, SPRI, ES-1, ASCE-7-16, the specifications, and manufacturer's guidelines.

• Contractor to provide a WPI8 and Texas Windstorm Engineer to review all roofing progress work. All mechanical strapping to meet wind uplift is the responsibility of the contractor.

Base Proposal w/ contingency_________________________________________ Dollars $___________________

________________ Calendar Days

________________ Lead Time on Materials

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 4 of 6

ITEM 2- ALTERNATE PROPOSAL 1: SEA AGGIE CENTER (Roof Areas C, D, E)

Work shall include all labor and materials to provide a ROOF COATING on Roof Areas C, D and E. The entire roofing system is to cleaned and swept in preparation of a roof coating.

Contractor to pressure wash all existing modified roof systems on these roof areas to remove all algae, dirt and loose granules.

Contractor to allow roofing system to be completely dry and absent of all debris and dirt prior to applying the multiple coating roof system.

Apply required Gaco bleed blocker as first coat over all SBS roofing system @ 1 gal per square.

Apply a high-quality elastomeric silicone roof coating on all existing SBS roof areas not being replaced. Gaco Flex

Gacoflex S4200 Elastomeric Silicone Coating as basis of design @ 1.75 gal per square of roofing. Carlisle, Greenshield and Gaco are all preapproved manufacturers.

Provide a one (1) year Contractor’s warranty for workmanship.

Provide a manufacturer’s ten (10) year coating warranty.

___________________________________________________________Dollars $_________________________

________________ Calendar Days

________________ Lead Time on Materials

CONTRACTOR TO INCLUDE A $15,000 CONTINGENCY IN THEIR BASE PROPOSAL BID _______ Initials.

UNIT PRICE PROPOSAL:

1. Remove and replace deteriorated nailers: $_____________ per board foot.

2. Remove and replace damaged or deteriorated metal deck: $_____________per square foot

3. Install through-wall system w/ 3-course brick removal $_____________ per linear foot

Contractor agrees that prices quoted above shall remain in effect for a period of ninety (90) days from date of bid.

_____________ Contractor Initial

Acknowledgement of preapproved concrete/landscape contractor _______________ (initials)

"Contractor to perform all corrective site work and provide name and references of these subs prior to starting work on site"

In submitting this proposal, it is understood that the contractor shall provide part of this proposal and contain the following information:

a. Site plan showing staging Areas to accomplish the scope of work __________

b. Roof plan showing schedule of construction and location sequence of work __________

c. Name and qualifications of superintendent __________

d. Name and qualifications of Project Manager __________

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 5 of 6

e. List current work load __________

f. Acknowledgment that Company owner will be in attendance at each weekly meeting __________

Acknowledgement of items a-f………………………………………………………………………………………. __________ (initials)

SUBSTANTIAL COMPLETION DATE

After Commitment Approval or Notice to Proceed issued by Fort Bend County all of the work must be substantially completed by the accepted contract days. Final Completion shall be achieved within 30 consecutive calendar days after the date of Substantial Completion as determined by the Owner

Designated Representative (ODR).

ADDENDA – (Contractor must list number of Addenda issued or indicate “N/A”. If left blank bid will be disqualified for being incomplete.)

Respondent has received the following Addenda to the Request for Proposals, but agrees and understands that it will be responsible for performing the Work in accordance with all terms and conditions in all Addenda issued in connection with the Request for Proposals, and that its Proposal will be construed to include all requirements of all such Addenda:

Addenda No. 1 _______________(initial) Addenda No. 3 _______________(initial)

Addenda No. 2 _______________(initial) Addenda No. 4 _______________(initial)

NOTE: Failure to acknowledge Addenda does not release Contractor from financial obligation to complete all Addenda.

Revised 1/2023

CSP Part 1 - Proposal Form & Pricing Schedule

Page - 6 of 6

The undersigned Respondent has carefully examined and considered the Project Site and relevant conditions and circumstances for the Work, information and requirements set out in the Request for Proposals, the Drawings and Project Manual/Specifications, and the requirements of the proposed Contract Documents, including the

ODR’s Agreement, the Uniform General and Supplemental Conditions, Special Conditions, and Tex. Gov. Code pertaining to Prevailing Wages Rates, in making this Proposal. Capitalized terms used but not otherwise defined in this Proposal Form shall have the same meanings as designated in the Request for Proposals.

The undersigned Proposer further agrees to the following conditions:

1. An incomplete Proposal or one having additional information or other modifications or qualifications inscribed thereon, may be cause for rejection of the entire Proposal.

2. That, if accepted by the Owner ODR, this Proposal becomes a part to the Contract Documents upon the signing of the Contract Agreement, and failing to comply with any part of this Bid will be taken as failure of the

Proposer to comply with the Contract Documents, and will be just cause for rejection of the Work.

RESPONDENT:

Company Employer Federal Identification Number (EIN)

By:

Signature

Title Company Phone Number

Date Company Email or Fax Number

Company Contact and Address for Invoice

END OF SECTION

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BASE PROPOSAL

REFER R1.03

ALTERNATE PROPOSAL

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JOB:

DATE:

DRAWN BY:

TEXAS REGISTERED

ENGINEERING FIRM F-6498

1320 SPINKS ROAD

FLOWERMOUND

TEXAS 75028

(972) 874-1388

IN

D U S T R

IE

S ,I N C

ARMKO

CONTRACTOR SHALL VERIFY ALL

SUBSTRATES, DIMENSIONS,

CURBS, PENETRATIONS, ECT.

THOSE SHOWN ARE TYPICAL BUT

MAY NOT BE ALL INCLUSIVE

Copyright 2024 by Armko Industries

ISSUES

CHECKED BY:

THIS DOCUMENT WAS

PRODUCED BY OR UNDER

THE DIRECT SUPERVISION

OF REGISTERED ENGINEER

REVISIONS

ISSUE DATE:

02/01/24 - 100% Construction Docs

OVERALL ROOF

PLAN - SCOPE OF

WORK

23-1008-42

02/01/2024

HS/NT

R1.01

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SCOPE OF WORK:

ITEM 1- BASE PROPOSAL 1: SEA AGGIE CENTER (ROOF AREAS A AND B)

• WORK SHALL INCLUDE ALL LABOR AND MATERIALS TO PROVIDE A FULL REROOF ON

ROOF AREAS A AND B. THE ENTIRE ROOFING SYSTEM IS TO BE REMOVED DOWN TO

THE EXISTING METAL ROOF DECK.

• INSTALL A 1/8- INCH PER FOOT TAPERED INSULATION SYSTEM WITH A MINIMUM

STARTING THICKNESS OF 1-INCH, 1ST LAYER MECHANICALLY ATTACHED TO METAL

ROOF DECK. ALL OTHER LAYERS OF ISO INSULATION WILL BE ADHERED PER

MANUFACTURER REQUIREMENTS UTILIZING A 2-PART FOAM ADHESIVE OR AS

DIRECTED BY MANUFACTURER. CONTRACTOR MUST VERIFY THE STARTING THICKNESS

MEETS R-25.

• INSTALL 1-LAYER OF HALF-INCH (1/2”) GYPSUM COVERBOARD SET IN RIBBONS OF

ADHESIVE. RIBBONS SPACING AS PER MANUFACTURER’S DESIGNED ASSEMBLY

LETTER.

• INSTALL 90-MIL (MIN) SMOOTH SANDED BASE PLY (TORCH APPLICATION) AS PART OF A

MULTI-PLY PVC ROOF SYSTEM AS REQUIRED BY MANUFACTURER.

• INSTALL 1-LAYER OF 60MIL FLEECEBACK ELVALOY PVC MEMBRANE SET IN COLD

PROCESS ADHESIVE AS PRIMARY MEMBRANE TO BE USED. APPROVED

MANUFACTURERS ARE LISTED IN PVC SPEC.

• INSTALL NEW WOOD BLOCKING AS REQUIRED TO MEET NEW ROOF THICKNESS.

• RAISE ANY CURBS THAT ARE NOT A MINIMUM OF 8-INCHES ABOVE FINISHED ROOF

HEIGHT TO ACHIEVE 10-INCHES. 8-INCHES WILL BE ALLOWABLE IF ONCE THE ROOF

SYSTEM IS INSTALLED IT MEETS THE MINIMUM REQUIREMENT BY THE MANUFACTURER

ISSUING THE WARRANTY.

• RAISE ALL WALL FLASHINGS TO A HEIGHT OF TEN INCHES (10") ABOVE FINISHED ROOF

SURFACE. INSTALL NEW THRU-WALL FLASHING WITH A 3-COURSE BRICK REMOVAL AT

ALL ROOF TO BRICK RISEWALL CONDITIONS.

• REMOVE AND REPLACE ALL COUNTER FLASHINGS AND REPLACE WITH NEW

STAINLESS-STEEL METAL.

• REMOVE AND REPLACE ALL EDGE METALS AND INSTALL REQUIRED EDGE METAL TO

MEET WIND WARRANTY. TYPICALLY, A 2-PIECE SHEET METAL, MANUFACTURED, EDGE

SYSTEM AND SUPPLIED BY THE MANUFACTURER. OWNER TO SELECT COLOR OF

OUTSIDE EDGE METAL.

• EXTEND EXISTING SOIL PIPES TO A HEIGHT OF EIGHT INCHES (8") ABOVE FINISHED

ROOF SURFACE AND UTILIZE THE

MANUFACTURER’S PREMANUFACTURED PVC BOOT. NO FIELD WRAPS WILL BE

ALLOWED.

• INSTALL CRICKETS AT THE HIGH SIDE OF EACH UNIT LARGER THAN TWENTY-FOUR

INCHES (24”).

• INSTALL NEW KYNAR COATED GUTTERS AND DOWN SPOUTS TO MATCH EXISTING SIZE,

SHAPE AND INSTALLED TO SLOPE TO DOWNSPOUTS. ALL DOWNSPOUTS ARE

REQUIRED TO BE STRAPPED EVERY 48-INCHES. GUTTERS ARE REQUIRED TO HAVE

STRAPS EVERY 36-INCHES AND SUPPORTED BY GUTTER HANGERS EVERY 36-INCHES.

OWNER TO SELECT COLOR OF METAL

• ALL SMALL PIPING IS REQUIRED TO BE SUPPORTED BY SMALL PIPE SUPPORTS WITH

ROLLERS, ADHERED TO MEMBRANE PAD AND STRAPPED TO SUPPORT.

• ALL MEASUREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

• PROVIDE A FIVE (5) YEAR CONTRACTOR’S WARRANTY.

• PROVIDE A MANUFACTURER’S TWENTY (20) YEAR NDL WARRANTY TO INCLUDE 120MPH

WIND RIDER. ALL ATTACHMENT MUST MEET TDI WIND REQUIREMENTS FOR SEAWARD

COASTAL REGIONS FOR 130MPH 3-SECOND WIND GUSTS.

• ALL MECHANICAL, ELECTRICAL, PLUMBING DISCONNECTIONS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THIS IS CONSIDERED A TURN-KEY PROJECT,

TEXAS A&M GALVESTON IS TO FURNISH NOTHING. ALL WORK IS THE RESPONSIBILITY

OF THE CONTRACTOR.

• ALL INSTALLATION SHALL BE PER NRCA, SPRI, ES-1, ASCE-7-16, THE SPECIFICATIONS,

AND MANUFACTURER'S GUIDELINES.

• CONTRACTOR TO PROVIDE A WPI8 AND TEXAS WINDSTORM ENGINEER TO REVIEW ALL

ROOFING PROGRESS WORK. ALL MECHANICAL STRAPPING TO MEET WIND UPLIFT IS

THE RESPONSIBILITY OF THE CONTRACTOR.

ITEM 2- ALTERNATE PROPOSAL 1: SEA AGGIE CENTER (ROOF AREAS C, D, E)

• WORK SHALL INCLUDE ALL LABOR AND MATERIALS TO PROVIDE A ROOF COATING ON

ROOF AREAS C, D AND E. THE ENTIRE ROOFING SYSTEM IS TO CLEANED AND SWEPT IN

PREPARATION OF A ROOF COATING.

• CONTRACTOR TO PRESSURE WASH ALL EXISTING MODIFIED ROOF SYSTEMS ON THESE

ROOF AREAS TO REMOVE ALL ALGAE, DIRT AND LOOSE GRANULES.

• CONTRACTOR TO ALLOW ROOFING SYSTEM TO BE COMPLETELY DRY AND ABSENT OF

ALL DEBRIS AND DIRT PRIOR TO APPLYING THE MULTIPLE COATING ROOF SYSTEM.

• APPLY REQUIRED GACO BLEED BLOCKER AS FIRST COAT OVER ALL SBS ROOFING

SYSTEM @ 1 GAL PER SQUARE.

• APPLY A HIGH-QUALITY ELASTOMERIC SILICONE ROOF COATING ON ALL EXISTING SBS

ROOF AREAS NOT BEING REPLACED. GACO FLEX GACOFLEX S4200 ELASTOMERIC

SILICONE COATING AS BASIS OF DESIGN @ 1.75 GAL PER SQUARE OF ROOFING.

CARLISLE, GREENSHIELD AND GACO ARE ALL PREAPPROVED MANUFACTURERS.

• PROVIDE A ONE (1) YEAR CONTRACTOR’S WARRANTY FOR WORKMANSHIP.

• PROVIDE A MANUFACTURER’S TEN (10) YEAR COATING WARRANTY.

NORTH

1" = 20'-0"

OVERALL ROOF PLAN

1 03/12/24 Addendum # 1

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JOB:

DATE:

DRAWN BY:

TEXAS REGISTERED

ENGINEERING FIRM F-6498

1320 SPINKS ROAD

FLOWERMOUND

TEXAS 75028

(972) 874-1388

IN

D U S T R

IE

S ,I N C

ARMKO

CONTRACTOR SHALL VERIFY ALL

SUBSTRATES, DIMENSIONS,

CURBS, PENETRATIONS, ECT.

THOSE SHOWN ARE TYPICAL BUT

MAY NOT BE ALL INCLUSIVE

Copyright 2024 by Armko Industries

ISSUES

CHECKED BY:

THIS DOCUMENT WAS

PRODUCED BY OR UNDER

THE DIRECT SUPERVISION

OF REGISTERED ENGINEER

REVISIONS

ISSUE DATE:

02/01/24 - 100% Construction Docs

ENLARGED ROOF

PLAN - BASE

PROPOSAL

23-1008-42

02/01/2024

HS/NT

R1.02

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PARTIAL ROOF PLAN - AREA A & B

NORTH

SPECIFIC ROOF NOTES:

1. PROVIDE TAPERED INSULATION TO PROVIDE POSITIVE

DRAINAGE TOWARDS ROOF DRAINS 1/8" PER FOOT SLOPE.

2. REMOVE ALL ABANDONED CURBS WHERE THEY OCCUR.

3. INSTALL NEW METAL DECKING TO MATCH EXISTING PROFILE,

MIN 22GA WITH 12-INCH OVERLAP EACH DIRECTION. STITCH

FASTEN AT ALL RIBS AND 6-INCHES O.C. PARALLEL WITH

FLUTES.

4. CONTRACTOR TO INSTALL NEW STAINLESS-STEEL BRAIDED

WIRE AT ALL GUY WIRE LOCATIONS AND REPOUR NEW PITCH

PAN SEALANTS (CHAD, PUT THIS NOTE AT ALL CF LOCATIONS)

5. NEW 3-COURSE BRICK REMOVAL AT BRICK PARAPET WALL.

6. RAISE EXISTING THRU-WALL FLASHING AND INSTALL NEW SS

RECEIVER AT ALL METAL WALL PANELS TO GIVE 10-INCHES MIN.

FLASHING HEIGHT ABOVE FINISHED ROOF SYSTEM.

7. INSTALL NEW ALUMINUM WALL MOUNTED ROOF TO ROOF

LADDER.

8. WIRE BRUSH EXISTING MOUNTED ROOF TO ROOF LADDER AND

PAINT.

9. REMOVE AND REPLACE EXISTING ROOF HATCH, REPLACE WITH

NEW BILCO OR SIMILAR MATCHING LENGTH AND WIDTH. INSTALL

ON REQUIRED WOOD BLOCKING TO MAINTAIN 8-INCHES

MINIMUM FLASHING HEIGHT. PAINT NEW ROOF HATCH WITH

ALUMINIZED PAINT.

TYP

TYP

6 6

ROOF HATCH

1 03/12/24 Addendum # 1

/4

/4

/4

/4

ME/GME/G

M E

/G

M E

/G

ME

M E

M E

R W

R W

DE C

RTU

RTU

DS/SP

DS/SP DS/SP

DS/SP

DS/SB

DS/SB

DS/SB

DS/SB

DS/SB DS/SB

DS/SB

DS/SB

DS/SB

DS/SB

D S

/S B

D S

/S B

D S

/S B

D S

/S B

D S

/S B

DS/SB

DS/SB

D S

/S B

DS/SP

DS/SP

TYP

M E

G

M E

G

M E

G

M E

G

REFER R1.02 BASE PROPOSAL

1/4" / 1'-0" 1/4" / 1'-0"

JOB:

DATE:

DRAWN BY:

TEXAS REGISTERED

ENGINEERING FIRM F-6498

1320 SPINKS ROAD

FLOWERMOUND

TEXAS 75028

(972) 874-1388

IN

D U S T R

IE

S ,I N C

ARMKO

CONTRACTOR SHALL VERIFY ALL

SUBSTRATES, DIMENSIONS,

CURBS, PENETRATIONS, ECT.

THOSE SHOWN ARE TYPICAL BUT

MAY NOT BE ALL INCLUSIVE

Copyright 2024 by Armko Industries

ISSUES

CHECKED BY:

THIS DOCUMENT WAS

PRODUCED BY OR UNDER

THE DIRECT SUPERVISION

OF REGISTERED ENGINEER

REVISIONS

ISSUE DATE:

02/01/24 - 100% Construction Docs

ENLARGED ROOF

PLAN - ALTERNATE

PROPOSAL

23-1008-42

02/01/2024

HS/NT

R1.03

P R

O J E

C T

F O

R

T E

X A

S A

M

G A

L V

E S

T O

N S

E A

A G

G

IE

B L

D G

T E

X A

S C

L

IP

P E

R R

D G

A L

V E

S T

O N

T

X

BG/DB

02/01/2024

3/32" = 1'-0"

PARTIAL ROOF PLAN - AREA C, D, & E

NORTH

1 03/12/24 Addendum # 1