1. Amendment Number:

2. Issued By:

3. Amendment of Solicitation (IFB) No. Dated Posted: 09/30/2016

Thank You!

David Cortez, Procurement Specialist

Vendor Signature

Company

Date

Submit this document to dcortez@allied-orion.com; or fax (713) 622-4762 prior to the hour and date specified for receipt of

bids/proposals

Amendment - 04

5. Description of Amendment

David Cortez

APV-16-03

Except as provided herein, all terms and conditions of the solicitation remain unchanged and in full force and effect.

INVITATION FOR BIDS (IFB) NO. : APV-16-03 , PITCHED ROOFS REPLACEMENT PROJECT

SOLICITATION AMENDMENT

Tuesday, November 1, 2016

4. The above-numbered solicitation is amended as set forth below. Bidders/offerors must acknowledge receipt of this

amendment prior to the hour and date specified for receipt of bids/proposals, by signing this form below or by completing the

acknowledgement on the form titled “Solicitation, Bid/Proposal and Award.”

Responses to bidders/offerors questions for Project Number - APV-16-03, please review the following documents provided

from AT3 & RDC Architect and Allied Orion Group.

Allied Orion Group - Solicitation Amendment

TASK ORDER 02 ALLEN PARKWAY VILLAGE OCTOBER 2016

AT3+RDC Architects 4141 SW Freeway, Suite 150 Houston, Texas 77027 713.521.2808 713.521.2804 Fax

October 31, 2016

Allen Parkway Village – Pitched Roof Project 1600 Allen Parkway Houston, Texas 77019

ADDENDUM NO. ONE (Green)

Please consider the following revisions and clarifications in the bidding for the Allen Parkway Village – Pitched Roof Project (42 Buildings). All information, project manual sheets and/or drawings under this addendum shall supersede and/or replace the previously issued bid documents or information.

General Revisions and Clarifications from Contractor Pre-Bid Meeting, RFI’s, and Questions submitted for response.

PROJECT INFORMATION

1) Reference attachments I-1, I-2, I-3 and I-4 for revised information. PROJECT MANUAL

1) Revised Specification Section 07 01 50 PREPARATION FOR RE-FOOFING ARCHITECTURAL/ROOFING ITEMS:

1) Will a site map of the complex A-1.0 of the plans be provided with corresponding matching building number that are noted on pages A-2.00 through A-2.18 of the plans?

No, bid documents shall remain issued as is to correspond with approved permit documents. Provided bid documents made be marked and noted as required by General Contractor and/or their Sub-Contractor.

2) Does the new drip edge have to be painted metal or galvanized metal?

Provide paint grip galvanized metal drip edge.

TASK ORDER 02 ALLEN PARKWAY VILLAGE OCTOBER 2016

3) How are existing damaged gutters and downspouts to handle? Replace with

new or re-install damaged?

Replace all existing gutters and downspouts with new sheet metal gutters and

downspouts to match the existing sizes, lengths and profiles. Minimum 26 gauge

pre-finished sheet metal color to be selected by Architect. Provide roof attached

strap applied gutter and downspout anchors. Typical at all forty-two (42) buildings.

4) The existing metal turtle vents, are these to be reused and painted or replaced

with new? The existing vents are of better quality than typical new metal turtle

vents.

Salvage and store all existing metal turtle vents and repair existing deteriorated

and/or damaged roof decking as required to re-install all existing metal turtle vents.

Clean, prepare and provide new paint finish for all existing metal turtle vents. Paint

color to be selected by Architect.

5) Specification Section 07 31 13; Part 3.4 Ice and Water Shield. Is Ice and Water

shield required only in the valleys? Manufactures only require at the eaves in

ice prone areas of the country.

Yes, provide Ice and Water shield at both locations. All roof valleys and eaves.

6) The form that we submit the bid price on is the sheet entitled “project cost

estimate” with header as Division Code, Davison Name, Unit Cost, Labor Cost

and Total Cost?

Provide General Contractor’s standard tabulation form to itemize and quantitate

proposed Unit Cost for material and Labor for Division Name, Unit Cost, LABOR

Cost and Total Cost to comply with “Drawing Sheet A2.0, Items;1A, 1B and 1C as

noted.

7) Also, Clarification or definition of Davion Code etc.….we are trying to be sure to

be provide an understandable base bid as well as providing unit break down for

rotten decking etc.….So we are thinking that perhaps the division Code would

be one line item for roofing and another for 5” gutter cost for example and

another for ½” plywood decking cost?

Proceed as stated in response Number 6 above.

8) Permit FEES.

Permit FEES will be posted under Addendum No. 2 to be issued no later than

11/3/2016 before close of business.

TASK ORDER 02 ALLEN PARKWAY VILLAGE OCTOBER 2016

DRAWINGS:

1) Reference attached re-issued Drawing Sheet A 0.01

2) Reference attached issued Drawing Sheet R2.01

3) Reference attached Sketch SK-1 ridge vent detail to replace detail 4/R2.01 keyed on

Drawing Sheet R2.01

MISCELLANEOUS ITEMS: NONE

End of Addendum No. 1

AT3+RDC Architects

Calvin W. Deese, Sr., CSI

Senior Project Manager

I: PROJECT INFORMATION

HHA – APV 02 I-1

1.0 PROJECT NAME/ADDRESS

Allen Parkway Village, Pitched Roofing Replacement Project

1600 Allen Parkway Houston, Texas 77019

2.0 OWNER

Houston Housing Authority 2640 Fountain View, Suite 400 Houston, Texas 77057

Real Estate Investment and Development Department Contact: Chris Bergmann, Vice President - REID Phone: 713-260-0800 E-mail: CBergmann@housingforhouston.com

Contact: Lawrence Bowie, Manager, Capital Funds Projects Phone: 713-260-0683 E-mail: LBowie@housingforhouston.com

3.0 PROJECT MANAGER Houston Housing Authority’s Program Administrator/Project Manager.

Project Manager: THE ALLIED ORION GROUP 2051 Greenhouse Road, Suite 300

Houston, Texas 77084

Contact: Cynthia Fowler, Sr. Regional Supervisor Phone: 713-622 – 5844 Ext 1153 E-mail: CFowler@Allied-Orion.com

Contact: Chris Varnell, Project Manager Phone: 713-622 – 4949 Ext 1117 E-mail: CVarnell@Allied-Orion.com

ARCHITECT/ENGINEER/ROOF CONSULTANT Drawings and Specifications have been prepared by the Architect/Engineer (A/E), AT/3+RDC Architects, at 4141 SW Freeway, Suite 150, tel. 713-521-2808, fax 713-521-2804. Documents include Drawings and Specifications. Information and inquiries about these documents should be directed to the A/E through the Project Manager.

AT/3+RDC Architects 4141 SW Freeway, Suite 150 Houston, Texas 77004

Contact: Stennis Lenoir, AIA, LEED AP OFF: 713-521-2808 FAX: 713-521-2804 stennis@rdcarchitectstx.com

I: PROJECT INFORMATION

HHA – APV 02 I-2

Contact: Calvin Deese, PM

OFF: 713-868-0088 FAX: 713-468-2613 cdeese@architech3.com

ARMKO Industries, INC. 3411 Cobblestone Creek Way Houston, Texas 77064

Contact: Jim Barton OFF: 281-398-1300 FAX: 281-398-1328 jbarton@armko.com

5.0 SCOPE OF WORK

WORK COVERED BY THE CONTRACT DOCUMENTS

5.1.1 Project Identification: Allen Parkway Village- Pitched Roofing Replacement Project

5.1.1 Project Location: Allen Parkway Village, 1600 Allen Parkway

Pitched Roofing Scope of Work.

The Allen Parkway Village Pitched Roofing Project is a Capital Improvement project that will be implemented and Managed by the Houston Housing Authority. The Construction Documents and Specifications are produced by AT3+RDC Architects. The Documents will be available for pickup/review at the Houston Housing Authority on _____________________.

There are a total of forty two (42) buildings involved in this project.

Two buildings (1 Story) Laundry Room Facilities,

Forty Buildings (2 Story and 3 Story) buildings dispersed throughout the APV Property Site.

This project involves the removal of the existing composition shingle roof and base protection layers down to the Ply Wood Roof deck. Replacement roof shall be a new 25 year composition shingle roof as specified in the Construction Documents. Existing Metal Gutters and Downspouts shall be removed and replaced with new Gutters and Downspouts to match existing/as specified, after installation of the new composition shingle roof system. The existing ply wood roof decking shall be inspected and if any water damaged decking is encountered, it shall be replaced. An established Allowance for decking replacement will be

I: PROJECT INFORMATION

HHA – APV 02 I-3

specified in the Project Manual. All existing wood Fascia and Trim shall be inspected and if any water damaged Fascia/Trim is encountered, it shall be replaced. Established Allowance for Fascia/Trim replacement will be specified in the Project Manual. All new Fascia/Trim shall be painted to match the removed Fascia/Trim boards. All New materials color selections at all locations shall be coordinated with Architect.

The Forty Two buildings in the Historic Oaks Section are occupied facilities and will remain so throughout this project. The selected Roofing Contractor will participate in the development and Coordination of the work schedules for the Roofing work with HHA, Allied-Orion, and the A/E Team will be required

PRE-PROPOSAL MEETING AND SITE TOUR:

A pre-proposal conference and site tour will be held on, October, 18, 2016 starting at 11:00 A. M. in the Seniors Center, located at 1600 Allen Parkway, Houston Texas. All general contractors and sub-contractors are encouraged to attend this meeting.

6.0 RECEIPT OF PROPOSALS: Sealed Proposals for the Allen Parkway Village Flat

Roofing Replacement Project are due on November 07, 2016 at 12:00 P.M. CTS.

7.0 OWNER PROVIDED DOCUMENTS

Drawing and Specification List **(100% CONSTRUCTION DOCUMENTS ISSUED DRAWINGS) **

COVER SHEET

A 0.1 DESIGN TEAM/INDEX OF DRAWINGS A 0.2 EXISTING CONDITIONS PHOTOS A 0.3 EXISTING CONDITIONS PHOTOS A 0.4 EXISTING CONDITIONS PHOTOS

ARCHITECTURAL DRAWINGS A 1.0 COMPOSITE SITE PLAN A 2.0 ROOF PLAN BUILDING TYPE G-I, II A 2.1 ROOF PLAN BUILDING TYPE G-III A 2.2 ROOF PLAN BUILDING TYPE R-I, II A 2.3 ROOF PLAN BUILDING TYPE R-IIt, III A 2.4 ROOF PLAN BUILDING TYPE R-IV A 2.5 ROOF PLAN BUILDING TYPE R-IVt A 2.6 ROOF PLAN BUILDING TYPE R-V A 2.7 ROOF PLAN BUILDING TYPE R-VI A 2.8 ROOF PLAN BUILDING TYPE R-VII A 2.9 ROOF PLAN BUILDING TYPE R-VIII A 2.10 ROOF PLAN BUILDING TYPE R-IX

I: PROJECT INFORMATION

HHA – APV 02 I-4

A 2.11 ROOF PLAN BUILDING TYPE R-X A 2.12 ROOF PLAN BUILDING TYPE R-XI A 2.13 ROOF PLAN BUILDING TYPE R-XII A 2.14 ROOF PLAN BUILDING TYPE R-XIIt A 2.15 ROOF PLAN BUILDING TYPE R-XIII t1 A 2.16 ROOF PLAN BUILDING TYPE R-XIII t2 A 2.17 ROOF PLAN BUILDING TYPE R-XIV A 2.18 ROOF PLAN BUILDING TYPE R-XIV R 2.01 ROOFING SECTION DETAILS

End of Section

AT/3+RDC Architects HHA_APV 02 100% CD Submittal

HHA / APV-02 07 01 50

SECTION 07 01 50 PREPARATION FOR RE-ROOFING

1.1 SUMMARY

A. Roof tear-off.

B. Partial roof tear-off.

C. Roof re-cover preparation.

D. Removal of base flashings.

E. Protection of existing roofing system that is not to be re-roofed.

1.2 PROJECT CONDITIONS

A. Owner will occupy portions of building immediately below reroofing area. Conduct reroofing so owners operations are nor disrupted.

B. Construction Loads on Roof: Concentrated Loads not to exceed. _______ Uniformly Distributed Loads not to exceed. _______ C. Roof Moisture Survey: NONE.

D. Test Cores: NONE.

E. Asbestos: Contractor to (Verify w/owner provided reports where necessary)

1.3 MATERIALS

A. Temporary Roofing: [Sheathing paper] or [base underlayment sheet] .

B. Recover Boards: [NONE]

C. Plywood: DOC PS1, Grade CD Exposure 1.

D. OSB: DOC PS2, Exposure 1

1.4 EXECUTION

A. Roof Tear-Off: Existing roofing shingles, underlayment and fasteners to be removed.

B. Remove all existing Gutters and Downspouts such as not to damage existing fascia boards, walls and trim boards. Prepare surfaces for installation of new gutters and downspouts as scheduled in the drawings and the specifications.

AT/3+RDC Architects HHA_APV 02 100% CD Submittal

HHA / APV-02 07 01 50

C. Inspect existing Ply Wood Decking for water damaged areas and structural integrity. Coordinate with Project Manager if any Ply Wood sheet replacement is needed.

D. Fastener Pull-Out Testing: By Contractor-engaged testing agency as required.

E. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations.

F. Conditions existing at time of inspection for bidding are maintained by Owner as far as practical. Contractor is responsible for conclusions derived from existing conditions.

G. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building. Remove only as much roofing in one day as can be made watertight in the same day.

H. Maintain Drainage: Ensure each roof area has suitable drainage at the end of each day of work.

1.5 DISPOSAL

A. Collect demolished materials and place in dumpster/containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Storage or sale of demolished items or materials on-site is not permitted.

C. Transport and legally dispose of demolished materials off Owner’s property.

END OF SECTION 07 01 50

OLD METAL COUNTER-FLASHING RE-USED

IF SERVICABLE AS SPEC.

NONCORRODING METAL COUNTER-FLASHING

TO EXTEND DOWN OVER BASE FLASHING AS SPEC.

ROOFING CEMENT AS SPEC.

STEP FLASHING POSITIONED OVER

SHINGLE SO THAT NEXT COURSE OF

SHINGLES COVERS IT COMPLETELY AS SPEC.

1. INSTALL LEAK BARRIER AT LEAST 16" ON ALL SIDES.

2. ALL METAL FLASHING TO BE A MINIMUM .024" (24 GAUGE) ALUMINUM, 16 OZ. COPPER OR 1.5 LB LEAD.

3. EXTEND FLASHING A MINIMUM OF 4" BEYOND THE CHIMNEY ON THE FRONT AND SIDES AND A MINIMUM OF 16" BEHIND THE

CHIMNEY.

4. A CRICKET IS REQUIRED BEHIND ALL CHIMNEYS WIDER THAN 24 INCHES OR LOCATED ON ROOFS STEEPER THAN 6 INCHES PER

FOOT.

WEATHERWATCH OR STORMGUARD LEAK BARRIER

AROUND ENTIRE CHIMNEY AS SPEC.

ALTERNATE:

OPTION:

1. NOT ALL SHINGLES ARE SHOWN FOR CLARITY.

2. UNDERLAYMENT TYPE AND NECESSITY MAY VARY DEPENDING ON CLIMATIC CONDITIONS.

L-TYPE EDGE METAL

FLASHING AS SPEC.

EDGE METAL

FLASHING AS

SPEC.

ICE DAM PROTECTION

MEMBRANE AS SPEC.

ASPHALT SHINGLES

AS SPEC.

UNDERLAYMENT AS

SPEC.

1. UNDERLAYMENT CAN BE INSTALLED ON TOP OF OR UNDER THE EAVE EDGE METAL FLASHING

DEPENDING ON CLIMATIC CONDITIONS.

2. UNDERLAYMENT TYPE AND NECESSITY MAY VARY DAPENDING ON CLIMATIC CONDITIONS.

3. THIS DETAIL SHOWS ONE TYPE OF GUTTER SUPPORT. GUTTER SECUREMENT AND SUPPORT

OPTIONS VARY ACCORDING TO REGIONAL PRACTICES AND MANUFACTURERS SPECIFICATIONS.

OPTIONAL STRIPPING

PLY AS SPEC.

GUTTER

AS SPEC.

UNDERLAYMENT AS

SPEC.

''T'' TYPE EDGE METAL

FLASHING AS SPEC.

ASPHALT SHINGLE STARTER

COURSE AS SPEC.

''L'' TYPE EDGE METAL FLASHING

AS SPEC.

GUTTER AS SPEC.

ALTERNATE:

1 PIECE GUTTER

4

EAVE AND RAKE FLASHING DETAIL

NOT TO SCALE

1

EAVE FLASHING WITH GUTTER DETAIL

NOT TO SCALE

3

NOT TO SCALE

2

NOT TO SCALE

UNDERLAYMENT OR ICE DAM

PROTECTION MEMBRANE AS

SPEC.

ASPHALT SHINGLE STARTER

COURSE AS SPEC.

''T'' TYPE METAL EDGE

FLASHING AS SPEC.

''T'' TYPE METAL EDGE FLASHING

AS SPEC.

ASPHALT SHINGLES AS

SPEC.

5

NOT TO SCALE

CHIMNEY FLASHING DETAIL

VENTED RIDGE DETAIL

6

NOT TO SCALE

CLOSED VALLEY DETAIL

EXTEND END OF SHINGLE AT

LEAST 12" BEYOND VALLEY

CENTER LINE. NAIL PUTTING

EXTRA FASTENER IN TOP

CORNER OF SHINGLE AS

SPEC.

CARRY UNDERLAYMENT

AT LEAST 6" OVER LEAK

BARRIER AS SPEC.

EXTEND STARTER

STRIP ACROSS

VALLEY AT LEAST

12" AND WEAVE

WITH OPPOSITE

SIDE STARTER

STRIP SHINGLE AS

SPEC.

CENTER FULL WIDTH ROLL OF

LEAK BARRIER. DO NOT PLACE

FASTENERS WITHIN 6" OF

CENTER LINE. HORIZONTAL

LAPS MUST BE AT LEAST 6" AS

SPEC.

OVERLYING SHINGLES

MUST BE CUT SO THEY ARE

2" AWAY FROM VALLEY

CENTER LINE. CLIP

SHINGLE CORNERS 45

DEGREES TO KEEP WATER

FLOW IN THE VALLEY

CENTER. SEAL THE VALLEY

SINGLE TO EACH OTHER

USING ASPHALT PLASTIC

CEMENT AS SPEC.

OPTIONAL: FASTENERS AS

SPEC.

OPTIONAL: SEALANT UNDER

SHINGLES AS SPEC.

MIN. 4'' UPSLOPE AS SPEC.

MIN. 4'' DOWNSLOPE AS SPEC.

METAL FLASHING SLEEVE AS

SPEC.

ASPHALT SHINGLES AS SPEC.

OPTION:

PRE-FABRICATED

FLASHING AS SPEC.

ASPHALT

SHINGLES

AS SPEC.

7

PENETRATION FLASHING DETAIL

NOT TO SCALE

SHEET METAL

RIDGE CAP AS

SPEC.

SHEET METAL AIR

DAM WITH

WEEPHOLES AS

SPEC.

ASPHALT

SHINGLES AS

SPEC.

UNDERLAYMENT OR ICE DAM PROTECTION

MEMBRANE AS SPEC.

WEATHERPROOF

FLASHING

MEMBRANE AS

SPEC.

RIDGE VENT

MATERIAL AS

SPEC.

RIDGE DETAIL

SPECIFIED

UNDERLAYMENT

OVER PLYWOOD

DECKING AS SPEC.

PREMIUM

HIP/RIDGE

SHINGLES 2 PLY AS

SPEC.

SHINGLES AS SPEC.

EXISTING 5/8" PLYWOOD TO

REMAIN. REPLACE ANY

DAMAGED OR ROTTEN

AREAS AS SPEC.

PLYWOOD AS SPEC.

EXISTING ROOF DECK

PLYWOOD AS SPEC.

EXISTING ROOF DECK

PLYWOOD AS SPEC.

EXISTING ROOF DECK

EXISTING ROOF DECK

PLYWOOD

AS SPEC.

13

NOT TO SCALE

SHINGLE-MATE INSTALLATION DETAIL

SHINGLE-MATE ROOF

DECK PROTECTION AS

SPEC.

ALONG RAKE, PUT

NON-CORROSIVE

METAL DRIP EDGE ON

TOP OF SHINGLE-MATE

ROOF DECK

PROTECTION AS SPEC.

9

NOT TO SCALE

SHINGLE INSTALLATION DETAIL

10

NOT TO SCALE

STEP FLASHING DETAIL

11

NOT TO SCALE

SEAL-A-RIDGE IR RIDGE CAP SHINGLE

12

NOT TO SCALE

PROSTART STARTER STRIP SHINGLE

INSTALLATION DETAIL

CONTINUE WITH

FULL SIZE

STARTER STRIP

SHINGLE AS SPEC.

PLACE SHINGLE

1/4"-3/4" OVER

EAVES AND RAKE

EDGES TO

PROVIDE DRIP

EDGE AS SPEC.

NAIL

APPROXIMATELY

1-1/2"-3" ABOVE

THE BUTT EDGE OF

THE SHINGLE AND

APPROXIMATELY

1"-2" AND 10"-12" IN

FROM OF EACH

SIDE AS SPEC.

FOR MAXIMUM WIND

RESISTANCE ALONG

RAKES, INSTALL

STARTER STRIP OR

CEMENT SHINGLES

TO UNDERLAYMENT

AND EACH OTHER IN

A 4" WIDTH OF

ASPHALT PLASTIC

CEMENT AS SPEC.

OVERLAP EAVES EDGE

STARTER STRIP AT LEAST 3"

AS SPEC.

TRIM 3" FROM END OF FIRST

SHINGLE IF USING 39-3/8"

FIELD SHINGLES AS SPEC.

12"

1/2"

12"

36"

6- 2/3"

ALONG RAKE, PUT SHINGLE-MATE ROOF

DECK PROTECTION ON TOP OF

NON-CORROSIVE METAL DRIP EDGE AS

SPEC.

4

"

E

N

D

L

A

P

PLACE FIRST COURSE

OF SHINGLES 1/4" - 3/4"

OVER EAVE AND RAKE

EDGES, COVERING

STARTER COURSE

OVERHANG, TO

PROVIDE DRIP EDGE

AS SPEC.

SECOND COURSE:

TRIM 6" OFF FIRST

SHINGLE AS SPEC.

THIRD COURSE:

TRIM 11" OFF FIRST

SHINGLE AS SPEC.

FOURTH COURSE:

TRIM 17" OFF FIRST

SHINGLE AS SPEC.

6

"

1

1

"

1

7

"

1. CONTINUE EACH COURSE WITH WHOLE SHINGLES.

2. STRIKE A CHALK LINE ABOUT EVERY 6 COURSES TO CHECK PARALLEL ALIGNMENT WITH EAVES.

5"

5

"

7

-

5

/

8

"

F

I

R

S

T

C

O

U

R

S

E

S

E

C

O

N

D

C

O

U

R

S

E

T

H

R

E

E

C

O

U

R

S

E

F

O

U

R

T

H

C

O

U

R

S

E

F

I

F

T

H

C

O

U

R

S

E

2 NAILS AS SHOWN

1"-2" FROM TOP AS

SPEC.

INSTALL 1 PIECE OF

STEP FLASHING TO

FULLY COVER TOP

HALF OF EACH

SHINGLE AS SPEC.

FIRST COURSE OF

STEP FLASHING

UNDER SHINGLE AS

SHOWN AS SPEC.

SET NEXT SHINGLE IN

A QUARTER-SIZED DAB

OF PLASTIC CEMENT

AS SPEC.

F

I

R

S

T

C

O

U

R

S

E

U

N

D

E

R

L

A

Y

M

E

N

T

A

S

S

P

E

C

.

STEP FLASHING FOR METRIC SIZE

SHINGLES 13-1/4" x 39-3/8" WITH

5-5/8" EXPOSURE

6"

PERFORATION

PLYWOOD AS SPEC.

EXISTING ROOF DECK

6"

U

N

D

E

R

L

A

Y

M

E

N

T

A

S

S

P

E

C

.

SHINGLE

INSTALLATION

START AT EITHER

RAKE AND LAY IN

EITHER DIRECTION

FIRST COURSE:

START WITH FULL

SHINGLE

REMAINING COURSE:

REPEAT THE 1ST-4TH

COURSE INSTRUCTIONS

ON THE REMAINING

COURSES, STARTING THE

FIFTH COURSE WITH A

FULL SHINGLE

AP

PR

OX

4

"

COUNTERFLASHING AT RAKE FLASHING

UNDERLAYMENT TURNED UP WALL MIN. 8

INCHES

SELF-ADHERING UNDERLAYMENT AS SPEC.

REMOVE AND REPLACE ALL ROTTEN AND/OR

DAMAGED FIRE RATED PLYWOOD DECKING.

REFASTEN ALL EXISTING DECKING. REFER TO

GENERAL ROOF NOTES FOR FASTENING

REQUIREMENTS.

SHEET METAL STEP

FLASHING FOR EACH

COURSE OF

SHINGLES

30# ORGANIC FELT

NEW DIMENSIONAL SHINGLES AS

SPEC. COLOR TO MATCH EXISTING

8

NOT TO SCALE

SIDE WALL WITH REGLET DETAIL

ROOFING

DETAILS

R2.01

ISSUES AND REVISIONS

1 6

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November 1, 2016 Pitched Roofs Replacement Project IFB: APV-16-03

Allen Parkway Village 1600 Allen Parkway Houston, Texas 77019

Responses to Vendor Questions

1. HHA Section 3 Form –What is Solicitation Title and Solicitation # This is the title of the project and IFB Number-Pitched Roof Replacement Project IFB Number APV-16-03... are they? Are these boxes necessary to have filled out with bid packet?It is not necessary but recommend that this section is completed.

2. HUD-5370 Pages 8-23. Warranty of Construction (a) 20 years, 9-27. Payments (d) 22-days , 12-33. Liquidated Damages (a) $500 and 36. Insurance (2) $1,000,000.00, & 13-36. Insurance (3) $1,000,000.00-have blanks to fill in. Are these filled in by the architect or owner after project award or do I fill in at bid time?, The coverage amounts required must be on the COI before contract execution and before Notice to Proceed will be extended to contractor.

3. Good Faith Declaration – Who are the Persons of Interest? Architect, Project Manager, and Owner? - Persons of Interest are the partners for the contractor's firm.

4. WME – By checking these boxes on documents, we are stating we are a WBE. Do we have to submit paperwork to show we are at the time of bid or sometime after? M/WBE form must be completed and submitted with bid, even if you are not an M/WBE

5. Dept. of Housing & Urban Development / Public and Indian Housing Programs – Check all appropriate boxes and sign, correct? Yes