680 Shipyard Boulevard PB-BMG-0217 January 9, 2017 DRAWINGS SPECI

Finance Purchasing Division 305 Chestnut Street, 5th Floor Post Office Box 1810 Wilmington, NC 28402-1810

910 341-7830 910 341-7842 fax wilmingtonnc.gov Dial 711 TTY/Voice

ADDENDUM NUMBER 1 Fire Station No.5 – 680 Shipyard Boulevard PB-BMG-0217 January 9, 2017

To all holders of Bid Documents; please be advised to the following: The following items supplement, change, delete or add to the Construction Documents as though repeated in full therein. All general conditions, special conditions, etc., as originally specified shall apply to these items.

Item No. 1 DRAWINGS

a. The following sheets have been revised and are attached to this addendum in PDF format: i. G001 ii. C502 iii. C503 iv. CG101 v. CS101 vi. A301 vii. P101

Item No. 2 SPECIFICATIONS

a. Section 012100 ALLOWANCES has been updated and is attached to this addendum.

Item No. 3 ADDITIONAL INFORMATION

a. See attached SUBSTITUTION REQUEST form.

All other terms and conditions remain unchanged.

Acknowledge receipt of this Addendum in the space provided in the Proposal. Failure to do so may disqualify the Bidder.

Daryle L. Parker, Purchasing Manager Purchasing Division END OF ADDENDUM ONE ATTACHMENTS Addendum 1 Page 1 of 1 ABBREVIATIONS DESIGN TEAM

BECKER MORGAN GROUP, INC. ARCHITECT AC. ACOUSTIC F.E.B. FIRE EXTIGUISHER BRACKET PNL. PANEL CATLIN ENGINEERS & SCIENTISTS CIVIL ENGINEER AL., ALUM. ALUMINUM F.E.C. FIRE EXTINGUISHER CABINET P&S POLE AND SHELF A.P. ACCESS PANEL F.F.,FIN.F. FINISHED FLOOR P.S. PROJECTION SCREEN HOWARD T. CAPPS & ASSOCIATES, INC. LANDSCAPE ARCHITECT A.F.F. ABOVE FINISHED FLOOR F.O.S. FACE OF STUD PTD. PAINTED ANDREW CONSULTING ENGINEERS, P.C. STRUCTURAL ENGINEER RAC IHTECT U ER BD. BOARD FTG. FOOTING P.T.D. PAPER TOWEL DISPENSER FIRE STATION #5 CBHF ENGINEERS, PLLC. PME ENGINEER ALP NN NI G BLDG. BUILDING FURR. FURRING R.D. ROOF DRAIN B.M. BENCH MARK F.V. FIELD VERIFY REC. RECESSED BIG SKY DESIGN, INC. INTERIOR DESIGNER Wilmington, NC BRG. BEARING GA. GAUGE RECPT. RECEPTIONIST AIKEN COST CONSULTANTS, INC. COST CONSULTANT BSMT. BASEMENT G.B. GRAB BAR REF. REFRIGERATOR 3205 Randall Parkway, Suite 211 CAB. CABINET GL. GLASS REQD. REQUIRED Wilmington, NC 28403 C.B. CHALKBOARD G.M.U. GLAZED MASONRY UNIT R.L. RAIN LEADER 680 SHIPYARD BOULEVARD 910.341.7600 C.T. CERAMIC TILE GR. STOP GRAVEL STOP RM. ROOM Salisbury, MD C.H. CEILING HEIGHT G.W.B. GYPSUM WALLBOARD R.O. ROUGH OPENING C.J. CONTROL JOINT GYP. BD. GYPSUM BOARD R&S ROD AND SHELF 312 West Main St. Suite 300 CL CENTER LINE H, HT., HGT. HEIGHT S.D. SOAP DISPENSER WILMINGTON, NORTH CAROLINA 28412 Salisbury, MD 21801 CLG. CEILING H.C. HANDICAPPED SECT. SECTION 410.546.9100 CLOS. CLOSET HDW. HARDWARE S.G.F.T. STRUCT. GLAZED FACING TILE Dover, DE CLR. CLEAR H.M. HOLLOW METAL S.H. SHOWER HEAD C.M.U. CONCRETE MASONRY UNIT HR. HOUR SHT. SHEET 309 S Governors Ave COL. COLUMN H.P. HIGH POINT SIM. SIMILAR GENERAL NOTES Dover, DE 19904 CONC. CONCRETE I.D. INSIDE DIAMETER S.M. SURFACE MOUNTED 302.734.7950 CONST. CONSTRUCTION INSUL. INSULATION S.P. STAND PIPE CONT. CONTINUIOUS JAN. JANITOR S.S. SERVICE SINK www.beckermorgan.com CORR. CORRIDOR JST. JOIST S/S STAINLESS STEEL 1. DIMENSIONS ARE FROM FACE OF MASONRY OR METAL STUD UNLESS NOTED OTHERWISE. CPT. CARPET JT. JOINT ST. STEEL C.R. COLD ROLLED LAM. LAMINATE STOR. STORAGE 2. CHASE WALLS SHALL MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE SHOWN BY WALL TYPE, TYP. D.A. DISTURBED AREA LAV. LAVATORY STRUCT. STRUCTURAL DET. DETAIL L.P. LOW POINT SUSP. SUSPENDED 3. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY D.F. DRINKING FOUNTAIN M. MEN SYN. FL. SYNTHETIC FLOORING VARIATIONS, DISCREPANCIES OR FIELD ALTERATIONS TO THESE DESIGN PRIOR TO CONSTRUCTION. DISCREPANCIES DBL. DOUBLE MACH. MACHINE TACKBD., T.B. TACKBOARD OR OTHER SUCH CONDITIONS NOT REPORTED PRIOR TO CONSTRUCTION MAY NOT BE USED AS GROUNDS FOR DIA. DIAMETER MAINT. MAINTENANCE TEL. TELEPHONE ADDITIONAL EXPENSE CLAIMS BY THE CONTRACTOR NECESSARY TO ADEQUATELY COMPLETE THE WORK. DIM. DIMENSION MAS. MASONRY T&G TONGUE AND GROOVE DISP. DISPENSER MAT. MATERIALS THRESH. THRESHOLD DR. DOOR MAX. MAXIMUM T.OF B. TOP OF BEARING 4. ANY ITEMS NOT SPECIFICALLY SHOWN ON THE DRAWINGS, BUT REASONABLY INCIDENTAL TO AND NECESSARY DW DRYWALL M.C. MEDICINE CABINET TOM TOP OF MASONRY FOR THE SATISFACTORY COMPLETION OF THE PROJECT IN ACCORDANCE WITH INDUSTRY STANDARDS, ARE DS DOWNSPOUT MECH. MECHANICAL TOS TOP OF STEEL INCLUDED WITHIN THE INTENT OF THESE DESIGN DRAWINGS. DWG DRAWING MET., MTL. METAL T.P. TOILET PAPER HOLDER EA. EACH MFG. MANUFACTURER TYP. TYPICAL 5. CODES: ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES, EIFS EXT. INSUL. FINISH SYSTEM MIN. MINIMUM U.L. UNDERWRITERS LABORATORIES ORDINANCES, REGULATIONS AND ANY ADDITIONAL REQUIREMENT SO STATED IN ANY LAW, ORDINANCE OR E.J. EXPANSION JOINT M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE REGULATION PERTAINING TO CONSTRUCTION WITHIN THE SAID LIMITS OF THE AUTHORITY HAVING JURISDICTION EL., ELEV. ELEVATION M.S. METAL SHELVING VERT. VERTICAL OVER THE PROPOSED WORK, ZONING, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL ELEC. ELECTRIC MTD. MOUNTED VEST. VESTIBULE ENERGY CONSERVATION AND FIRE. CONFORMITY TO ALL CODES APPLICABLE TO THIS PROJECT SHALL BE THE EQ. EQUAL N.C. NON COMBUSTIBLE V.R.S. VINYL REDUCING STRIP CONTRACTORS RESPONSIBILITY. EQUIP. EQUIPMENT N.I.C. NOT IN CONTRACT W WOMEN GAN GR E.W.C. ELECTRIC WATER COOLER NO. NUMBER W/ WITH OR OU 6. PROPER ASSEMBLY, INSTALLATION, AND OPERATION OF ALL MATERIALS, COMPONENTS, SYSTEMS AND FINISHES M P EXIST. EXISTING N.T.S. NOT TO SCALE WAIN. WAINSCOT h i t ecur a , ARE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S R r c l E A C EXP EXPANSION O.C. ON CENTER WARD. WARDROBE o I K d INSTRUCTIONS. r N e p C r EXT. EXTERIOR O.D. OUTSIDE DIAMETER W.B. WHITE BOARD o C e E r t

a .

F.C. FIRE CODE OFF. OFFICE W.C WATER CLOSET B

t i

7. COMPONENTS FOR CONSTRUCTION SAFETY ARE NOT INDICATED IN THESE DRAWINGS. IT SHALL BE THE g o

e F.C.U. FAN COIL UNIT OPNG. OPENING WD. WOOD n

CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY R

F.D. FLOOR DRAIN ORD. OVERFLOW DRAIN WL. WALL N o a AND HEALTH ACT DURING ALL CONSTRUCTION. r n

FDN. FOUNDATION PART. PARTITION W.M. WALL MOUNTED W t h l i I C a r o C

PL. PLATE O F.E. FIRE EXTIGUISHER WWM WELDED WIRE MESH L I N M , PLY. PLYWOOD 8. ALL PLUMBING FIXTURES, LAVATORY ACCESSORIES, MOUNTING HEIGHTS AND NECESSARY FLOOR CLEARANCES NG T N SHALL COMPLY WITH ANSI A117.1 AND THE REQUIREMENTS SET FORTH BY THE AMERICANS WITH DISABILITIES ACT.

SYMBOLS OF MATERIALS

EARTH WOOD - BLOCKING PROJECT TITLE

GRAVEL WOOD - ROUGH

CONCRETE WOOD - FINISH 100% CONSTRUCTION DOCUMENT SET FIRE STATION No. 5 SAND PLYWOOD AUGUST 1, 2016 680 SHIPYARD BLVD. CONCRETE WILMINGTON, NC MASONRY UNITS METAL (SECTION)

SOLID CONCRETE MASONRY UNITS BATT INSULATION LIST OF DRAWINGS

BRICK RIGID INSULATION GENERAL S502 STRUCTURAL DETAILS PLUMBING G001 COVER SHEET S503 STRUCTURAL DETAILS P001 PLUMBING SCHEDULES/LEGEND/ABBREVIATIONS EXTERIOR INSULATED G002 CODE SUMMARY/SITE PLAN/ENERGY CODE COMPLIANCE S601 STRUCTURAL SCHEDULES & DIAGRAMS P002 PLUMBING DETAILS STONE FINISH SYSTEM A G003 LIFE SAFETY PLAN S602 STRUCTURAL SCHEDULES & DIAGRAMS P003 PLUMBING RISER DIAGRAMS G004 CONSTRUCTION SUBSYSTEMS S603 STRUCTURAL SCHEDULES & DIAGRAMS P004 PLUMBING UL PENETRATION DETAILS STUCCO G005 CONSTRUCTION SUBSYSTEMS S701 TYPICAL DETAILS P101 PLUMBING DRAIN-WASTE-VENT PLAN G006 U.L. DETAILS U465 S702 TYPICAL DETAILS P102 PLUMBING DRAIN-WASTE-VENT ROOF PLAN G007 U.L. DETAILS U465/420/U937 S703 TYPICAL DETAILS P201 PLUMBING DOMESTIC WATER PLAN G008 U.L. DETAILS HW-D-0045 S704 TYPICAL DETAILS P301 PLUMBING NATURAL GAS & COMPRESSED AIR PIPING PLAN SHEET TITLE G009 SIGN DETAILS/MOCK UP ELEVATION COVER SHEET DRAWING KEYS ARCHITECTURAL MECHANICAL CIVIL A101 FLOOR PLANS M001 MECHANICAL SCHEDULES/MECHANICAL & ENERGY SUMMARIES/LEGEND C501 DETAILS A102 REFLECTED CEILING PLAN M002 MECHANICAL SCHEDULES C502 DETAILS A103 ROOF PLAN M003 MECHANICAL UL DETAILS C503 DETAILS A201 EXTERIOR ELEVATIONS M004 MECHANICAL UL DETAIL & DETAILS COLUMN GRID LINES X C504 DETAILS A202 EXTERIOR ELEVATIONS M005 MECHANICAL VRF SCHEMATIC-CENTRALIZED SYSTEM C505 DETAILS A203 EXTERIOR ELEVATIONS M101 MECHANICAL HVAC FLOOR PLAN C506 UTILITY DETAILS A204 EXTERIOR ELEVATION DETAILS M102 MECHANICAL HVAC ROOF PLAN X SECTIONS C507 UTILITY DETAILS A205 EXTERIOR ELEVATION DETAILS Y C508 UTILITY DETAILS A301 BUILDING SECTIONS ELECTRICAL C509 UTILITY DETAILS A302 BUILDING SECTIONS E001 ELECTRICAL LEGEND/SCHEDULE/DETAIL C510 UTILITY DETAILS A303 WALL SECTIONS E002 ELECTRICAL LIGHTING FIXTURE SCHEDULE & GENERAL NOTES X DETAILS IN PLAN / SECTION Y CD101 EXISTING CONDITIONS AND DEMOLITION PLAN A304 WALL SECTIONS E003 ELECTRICAL RISER DIAGRAM & DETAILS CG101 GRADING, DRAINAGE AND EROSION CONTROL PLAN A305 WALL SECTIONS E004 ELECTRICAL PANEL SCHEDULES & DETAILS CS101 SITE PLAN A401 ENLARGED TOILET PLAN/INTERIOR ELEVATIONS E005 ELECTRICAL PANEL SCHEDULES & DETAILS ISSUE BLOCK A 01.06.17 ADDENDUM NO. 1 CU101 UTILITY PLAN A402 ENLARGED KITCHEN PLAN/INTERIOR ELEVATIONS E006 ELECTRICAL DETAILS A403 ENLARGED DORMITORY PLAN/ENLARGED MECHANICAL PLAN/INTERIOR ELEVATIONS E007 TELECOM DATA/CATV RISER DIAGRAMS/UL DETAIL LANDSCAPING A404 FITNESS ROOM INTERIOR ELEVATIONS E008 FOLDING DOOR RISER L1 LANDSCAPE PLAN A501 DETAILS E100 ELECTRICAL SITE POWER PLAN & DETAILS 2 A502 DETAILS E101 ELECTRICAL POWER PLAN XXX ROOM NUMBER 1 3 INTERIOR ELEVATIONS 4 STRUCTURAL A503 ROOF DETAILS E201 ELECTRICAL LIGHTING PLAN A400 S001 Q/A & SPECIAL INSPECTION PLAN A504 ROOF DETAILS E301 ELECTRICAL SYSTEMS PLAN A505 DETAILS EH101 ELECTRICAL HVAC POWER PLAN XXX DOOR NUMBER S002 STRUCTURAL NOTES & DESIGN CRITERIA NOTE S101 FOUNDATION & FIRST FLOOR PLAN A601 DOOR TYPES/FRAME TYPES/DOOR SCHEDULE/WINDOW ELEVATIONS EH102 ELECTRICAL ROOF POWER PLAN S102 FIRST FLOOR WALL PLAN A602 DOOR HEADER DETAILS F001 FIRE ALARM LEGEND/RISER/NOTES/DETAILS MARK DATE DESCRIPTION A603 DOOR JAMB DETAILS F101 FIRE ALARM PLAN X WINDOW TYPE S103 ROOF FRAMING PLAN PROJECT NO: 2015028.00 X REVISION A604 DOOR DETAILS FP101 FIRE SPRINKLER PERFORMANCE PLAN S301 STRUCTURAL SECTIONS DATE: 8/1/2016 S302 STRUCTURAL SECTIONS A605 STOREFRONT HEADER DETAILS A606 SCALE: X WALL TYPE S303 STRUCTURAL SECTIONS STOREFRONT JAMB & SILL DETAILS S304 STRUCTURAL SECTIONS A701 FINISH SCHEDULE & LEGEND DRAWN BY: EJS / NMY PROJ MGR: LML S305 STRUCTURAL SECTIONS A702 ENLARGED TOILET PLANS & WALL TILE LOCATIONS X FIRE RATED WALL TYPE S306 STRUCTURAL SECTIONS S501 STRUCTURAL DETAILS G001 COPYRIGHT C 2016 A R C H I T EC T U R E P L A N N I N G Wilmington, NC 3205 Randall Parkway, Suite 211 Wilmington, NC 28403 910.341.7600 Salisbury, MD 312 West Main St. Suite 300 Salisbury, MD 21801 410.546.9100 Dover, DE 309 S Governors Ave Dover, DE 19904 302.734.7950 www.beckermorgan.com

PROJECT TITLE

FIRE STATION No. 5 680 SHIPYARD BLVD. WILMINGTON, NC

SHEET TITLE

ISSUE BLOCK

MARK DATE DESCRIPTION

PROJECT NO: 2015028.00 DATE: 6/30/2016 SCALE: DRAWN BY: EJS / NMY PROJ MGR: LML

C-502

COPYRIGHT C 2016 A R C H I T EC T U R E P L A N N I N G Wilmington, NC 3205 Randall Parkway, Suite 211 Wilmington, NC 28403 910.341.7600 Salisbury, MD 312 West Main St. Suite 300 Salisbury, MD 21801 410.546.9100 Dover, DE 309 S Governors Ave Dover, DE 19904 302.734.7950 www.beckermorgan.com

PROJECT TITLE

FIRE STATION No. 5 680 SHIPYARD BLVD. WILMINGTON, NC

SHEET TITLE

ISSUE BLOCK

MARK DATE DESCRIPTION

PROJECT NO: 2015028.00 DATE: 6/30/2016 SCALE: DRAWN BY: EJS / NMY PROJ MGR: LML

C-503

A R C H I T EC T U R E P L A N N I N G Wilmington, NC 3205 Randall Parkway, Suite 211 Wilmington, NC 28403 910.341.7600 Salisbury, MD 312 West Main St. Suite 300 Salisbury, MD 21801 410.546.9100 Dover, DE EROSION CONTROL NOTES 309 S Governors Ave Dover, DE 19904 302.734.7950 www.beckermorgan.com

ŹTD ŹTD ŹTD ŹTD ŹTD ŹTD ŹTD ŹTD

PROJECT TITLE

CONSTRUCTION SEQUENCE FIRE STATION No. 5 680 SHIPYARD BLVD. WILMINGTON, NC

GRADING NOTES SHEET TITLE

SEED SCHEDULE

ISSUE BLOCK

TEMPORARY SEEDING PERMANENT SEEDING MARK DATE DESCRIPTION

PROJECT NO: 2015028.00 DATE: 6/30/2016 SCALE: DRAWN BY: EJS / NMY PROJ MGR: LML

CG-101

A R C H I T EC T U R E P L A N N I N G Wilmington, NC 3205 Randall Parkway, Suite 211 Wilmington, NC 28403 910.341.7600 Salisbury, MD 312 West Main St. Suite 300 Salisbury, MD 21801 410.546.9100 Dover, DE 309 S Governors Ave Dover, DE 19904 VICINITY MAP 302.734.7950 www.beckermorgan.com GENERAL NOTES

PROJECT TITLE

FIRE STATION No. 5 680 SHIPYARD BLVD. NOTES WILMINGTON, NC

SURVEY NOTES

SHEET TITLE

GEOTECHNICAL NOTES

ISSUE BLOCK

MARK DATE DESCRIPTION

PROJECT NO: 2015028.00 DATE: 6/30/2016 SCALE: DRAWN BY: EJS / NMY PROJ MGR: LML

CS-101

35'-0" Wilmington, NC TRUSS BRNG. 3205 Randall Parkway, Suite 211 Wilmington, NC 28403 910.341.7600 Salisbury, MD 28'-8" 312 West Main St. Suite 300 T.O. TOWER CAP Salisbury, MD 21801 410.546.9100 Dover, DE 309 S Governors Ave Dover, DE 19904 302.734.7950 ATTIC SIM 12 www.beckermorgan.com 1/4 12 14'-0" 5 T.O. PLATFORM

11'-0" T.O. BEAM

0'-0" FIRST FLOOR LOCKERS BY OWNER

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35'-0" T.O. RAFTER BEARING PROJECT TITLE

28'-8" T.O. TOWER CAP FIRE STATION No. 5 22'-8" BAY HIGH JBE 21'-4" 680 SHIPYARD BLVD. BAY LOW JBE WILMINGTON, NC

12 TRAINING PLATFORM 5 OPENING

AREA MAPS BY OWNER

0'-0" FIRST FLOOR SHEET TITLE BUILDING SECTIONS

ISSUE BLOCK

12 5 11'-0" T.O. BEAM

MARK DATE DESCRIPTION 0'-0" FIRST FLOOR PROJECT NO: 2015028.00 DATE: 8/1/2016 SCALE: DRAWN BY: EJS / NMY PROJ MGR: LML A301 COPYRIGHT C 2016

WILMINGTON FIRE STATION NO. 5 2015028.00

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Lump-sum allowances. 2. Unit-cost allowances. 3. Quantity allowances. 4. Contingency allowances. 5. Testing and inspecting allowances.

C. Related Requirements:

1. Section 012200 "Unit Prices" for procedures for using unit prices, including adjustment of quantity allowances when applicable. 2. Section 014000 "Quality Requirements" for procedures governing the use of allowances for field testing by an independent testing agency.

1.3 DEFINITIONS

A. Allowance is a quantity of work or dollar amount established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

ALLOWANCES 012100 - 1 WILMINGTON FIRE STATION NO. 5 2015028.00

1.5 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.6 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.7 LUMP-SUM, UNIT-COST AND QUANTITY ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include [taxes, ]freight[,] and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.8 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups. 3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

ALLOWANCES 012100 - 2 WILMINGTON FIRE STATION NO. 5 2015028.00

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower- priced materials or systems of the same scope and nature as originally indicated.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Quantity Allowance: Include 2000 cu. yd. of unsatisfactory soil excavation and disposal off-site and replacement with satisfactory soil material from off-site, as specified in Section 312000 "Earth Moving."

1. Coordinate quantity allowance adjustment with unit-price requirements in Section 012200 "Unit Prices."

B. Allowance No. 2: Unit-Cost Allowance: Include the sum of $350.00 per thousand for face brick as specified in Division 04 Section "Unit Masonry" and as shown on Drawings.

C. Allowance No. 3: Unit-Cost Allowance: Include the sum of $300 per door for door hardware as specified in Division 08 Section "Door Hardware".

D. Allowance No. 4: Lump Sum Allowance: Include the sum of $1,000.00 for interior panel signage.

E. Allowance No. 5: Lump Sum Allowance: Include the sum of $8,000 for emergency generator platform and stairs.

END OF SECTION 012100

ALLOWANCES 012100 - 3 SUBSTITUTION REQUEST (based on CSI Form 13.1A)

Project: Substitution Request Number: From: To: Date: A/E Project Number: Re: Contract For:

Specification Title: Description: Section: Page: Article/Paragraph:

Proposed Substitution: Manufacturer: Phone: Address: Trade Name: Model No.: Installer: Phone: Address:

History:  New product  2-5 years old  5-10 years old  More than 10 years old

Differences between proposed substitution and specified product:

 Point-by-point comparative data attached - REQUIRED BY A/E

Reason for not providing specified item:

Similar Installation: Project: Architect: Address: Owner: Date Installed:

Proposed substitution affects other parts of Work:  No  Yes - explain below:

Savings to Owner for accepting substitution: $ Proposed substitution changes Contract Time: No Yes Add Deduct days

Supporting Data Attached:  Drawings  Product Data  Samples  Tests  Reports 

1 of 2 SUBSTITUTION REQUEST (Continued)

The Undersigned certifies:  Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.  Same warranty will be furnished for proposed substitution as for specified product.  Same maintenance service and source of replacement parts, as applicable, is available.  Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule.  Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived.  Proposed substitution does not affect dimensions and functional clearances.  Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.  Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects.

Submitted by: Signed by: Firm: Address:

Telephone: Attachments:

A/E’s REVIEW AND ACTION

Substitution approved - Make submittals in accordance with Specification Section 01330. Substitution approved as noted - Make submittals in accordance with Specification Section 01330. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials.

Signed by: Date:

Additional Comments: Contractor Subcontractor Supplier Manufacturer A/E Other

bmg_substitutionrequest.doc

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