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2321 MAYPORT RD - DOLLAR TREE SPEC
L 1 A NEW RETAIL STORE FOR 1 LQ) 0 /4/4/ /Ai' yL /TL 1 IN ATLANTIC BEACH, FLORIDA CGL PROJECT# 1405-137 1 DEVELOPER CDA HOLDINGS, LLC do DYNAMIC COMMERCIAL REAL ESTATE ADVISORS 1 1 NOVEMBER 2014 1 1 ARCHITECT/ENGINEER 1 CLARK, GEER. LATHAM & ASSOCIATES, INC. 3901 SPRING HILL AVENUE 1 MOBILE, ALABAMA TEL 251-344-7073 FAX 251-343-9179 I I A NEW RETAIL STORE FOR DOLLAR TREE I ATLANTIC BEACH, FLORIDA CDA HOLDINGS, LLC I do DYNAMIC COMMERCIAL REAL ESTATE ADVISORS I TABLE OF CONTENTS PART 1 I INDEX TO CONTRACT DOCUMENTS INVITATION FOR BIDS B1 ' INSTRUCTIONS TO BIDDERS IB-1 FORM OF PROPOSAL P-1 THRU P-2 I • EXHIBIT"A"- SUBCONTRACTOR'S LIST Exhibit A-1 THRU Exhibit A-2 DOLLAR TREE BID BREAKDOWN(Spreadsheet) Submitted Electronically LIEN WAIVER FORM (Spreadsheet) Submitted Electronically I PART 2 INDEX TO TECHNICAL SPECIFICATIONS I DIVISION 1 —GENERAL REQUIREMENTS 00110 DEFINITION OF TERMS 2 Pages 1 00120 GENERAL CONDITIONS 1 Page 00130 SUPPLEMENTAL GENERAL CONDITIONS 4 Pages 00140 SPECIAL CONDITIONS 19 Pages 1 DOLLAR TREE FURNISHED MATERIALS &EQUIPMENT 2 Pages DIVISION 2-SITEWORK I 02220 SITE DEMOLITION 2 Pages 02230 SITE CLEARING 3 Pages 02310 GRADING 2 Pages 02315 EXCAVATION&FILL 3 Pages 02335 SUBGRADE 1 Page 02360 SOIL TREATMENT 2 Pages I 02630 STORM DRAINAGE 4 Pages 02700 BASES, BALLASTS, PAVEMENTS, &APPURTENANCE 2 Pages 02810 IRRIGATION SYSTEM 1 Page I 02870 LITTER RECEPTACLES 1 Page 02871 JOBSITE CONSTRUCTION CAMERAS 1 Page 02890 TEMPORARY SITE SIGNAGE 1 Page I 02900 PLANTING 2 Pages ASBESTOS REPORT GEOTECHNICAL REPORT I I IDIVISION 3 - CONCRETE 03050 BASIC CONCRETE MATERIALS & METHODS 3 Pages 03210 REINFORCING STEEL I Page 03310 STRUCTURAL CONCRETE 4 Pages 03313 FOUNDATIONS 1 Page II 03316 PLACING CONCRETE 2 Pages 03317 CONSTRUCTION JOINTS 1 Page 03318 BONDING 1 Page I 03319 03350 REMOVAL OF FORMS 1 Page FINISHING 1 Page 03390 CURING 1 Page I03910 CLEANING 1 Page DIVISION 4 - MASONRY I 04220 CONCRETE MASONRY UNIT 5 Pages 04720 CAST STONE 7 Pages I DIVISION 5 -METALS 05100 STRUCTURAL METAL FRAMING 7 Pages 05210 STEEL JOISTS 3 Pages 05310 STEEL ROOF DECK 2 Pages 05500 METAL FABRICATIONS 3 Pages 05510 METAL LADDER 1 Page IDIVISION 7—THERMAL& MOISTURE PROTECTION 07210 PARTITION INSULATION 1 Page I 07240 EIF SYSTEM 6 Pages 07500 SINGLE PLY MEMBRANE ROOF 9 Pages 07600 FLASHING& SHEET METAL 1 Page I 07720 ROOF HATCH 4 Pages 07900 CAULKING & SEALANTS 2 Pages I DIVISION 8—DOORS & WINDOWS 08110 STEEL DOORS & FRAMES 1 Page 08210 WOOD DOORS 1 Page 08410 ALUMINUM STOREFRONT DOORS & FRAMES 3 Pages 08710 DOOR HARDWARE 3 Pages 08800 GLAZING 2 Pages 11 I DIVISION 9 - FINISHES 09250 GYPSUM BOARD 5 Pages 11 I 09260 GYPSUM BOARD ASSEMBLIES 2 Pages 09510 ACOUSTICAL CEILING 2 Pages 09660 RESILIENT BASE 1 Page 1 09900 PAINT 9 Pages I I DIVISION 10- SPECIALTIES I 10440 INTERIOR SIGNAGE 1 Page 10500 LOCKERS 1 Page I 10530 LUMIDECK 2 Pages 10810 TOILET ACCESSORIES 1 Page DIVISION 15—MECHANICAL I (ON DRAWINGS) DIVISION 16-ELECTRICAL I (ON DRAWINGS) PART 3 1 INDEX TO DRAWINGS T-1 COVER SHEET I T-2 GENERAL NOTES T-3 BUILDING CODE SUMMARY I T-4 DUMPSTER ENCLOSURE PLAN& SECTIONS ALTA/ACSM LAND TITLE SURVEY C-1.0 CIVIL COVER SHEET I C-2.0 DEMOLITION PLAN C-3.0 SEDIMENT AND EROSION CONTROL PLAN I C-4.0 SITE PLAN C-4.1 SITE LIGHTING&PHOTOMETRICS PLAN C-5.0 SITE DETAILS I C-6.0 HORIZONTAL CONTROL PLAN C-7.0 PAVING, GRADING,AND DRAINAGE PLAN C-8.0 GRADING AND DRAINAGE DETAILS I C-9.0 UTILITY PLAN C-10.0 UTILITY DETAILS C-11.0 PAVEMENT MARKING AND SIGNAGE PLAN I C-12.0 TRAFFIC CONTROL PLAN L-1.0 LANDSCAPE PLANTING PLAN I L-2.0 LANDSCAPE DETAILS&NOTES L-3.0 IRRIGATION PLAN L-4.0 IRRIGATION SCHEDULES &NOTES I L-5.0 IRRIGATION DETAILS F-1.0 FOUNDATION PLAN I F-2.0 FOUNDATION SECTIONS &DETAILS S-1.0 ROOF FRAMING PLAN S-2.0 FRAMING ELEVATIONS&DETAILS I S-3.0 FRAMING SECTIONS&DETAILS I ■ I IA-1.0 FLOOR PLAN A-1.1 INTERIOR FLOOR PLAN &WALL CONSTRUCTION TYPES I A-1.2 REFLECTED CEILING PLAN A-1.3 LIFE SAFETY PLAN A-1.4 ENLARGED PLANS I A-2.0 A-2.1 EXTERIOR ELEVATIONS EIFS DETAILS A-2.2 INTERIOR ELEVATIONS I A-2.3 A-2.4 OFFICE DETAILS&ELEVATIONS TOILET ROOM DETAILS &ELEVATIONS A-2.5 EMPLOYEE AREA DETAILS &ELEVATIONS I A-2.6 A-3.0 MISCELLANEOUS DETAILS&ELEVATIONS STOREFRONT ELEVATIONS &DETAILS A-3.1 INTERIOR DOOR&FINISH SCHEDULE&DETAILS I A-4.1 WALL SECTIONS A-4.1 WALL SECTIONS A-4.2 WALL SECTIONS IA-5.0 ROOF PLAN& SECTION DETAILS MP-1.1 HVAC PLAN, KEYED NOTES,&LEGEND I MP-1.2 PLUMBING PLAN&RISERS MP-2.1 HVAC &PLUMBING SCHEDULES MP-3.1 HVAC&PLUMBING DETAILS I MP-4.1 SPECIFICATIONS MP-4.2 SPECIFICATIONS I ES-1.1 SITE LIGHTING PLAN E-1.1 POWER PLAN E-1.2 FIRE ALARM PLAN I E-2.1 LIGHTING PLAN E-3.1 SCHEDULES,NOTES,DETAILS E-4.1 ELECTRICAL SPECIFICATIONS IDS FREEZER COOLER DETAILS& SPECIFICATIONS I EM-1 ENERGY MANAGEMENT PLAN EM-2 ENERGY MANAGEMENT PLAN EM-3 ENERGY MANAGEMENT PLAN IEM-4 ENERGY MANAGEMENT PLAN II I INVITATION FOR BIDS 111 Emailed bids, subject to the conditions herein, will be received by Clark, Geer,Latham & Associates, Inc., from invited bidders for furnishing all labor and materials and performing all work for construction of a new retail store for Dollar Tree in Atlantic Beach,Florida. Bids must be emailed on BOTH the Form of Proposal &the Dollar Tree Bid Breakdown (Digital File)not later than 4:00 pm, December 17,2014,at the Architect/Engineer's office; Clark, Geer, Latham&Associates, Inc. 3901 Springhill Avenue, Mobile,Alabama 36608. I The right is reserved,as the interest of the Owner may require,to reject any and all bids and to waive any informality in bids received. , No bid will be accepted from anyone except a qualified Contractor, licensed by the State of Florida. Contractor's State License Number shall be noted in the email containing the bid. I Emailed bids shall be sent to the following: Tim Bennett—tbennett@dollartree.com , Sam Lovelace—slovelace@dollartree.com Ric Bushey—drbushevna„dynamiccommercial.com Thomas E. Latham—tlatham@cglengineers.com , Plans and specifications will be available online at a link supplied by Clark, Geer,Latham& Associates, Inc. All cost of reproduction of the plans and specifications are on the Contractor. I Clark,Geer,Latham&Associates, Inc.will not provide copies of plans or specifications but will issue addenda as appropriate. Bid Bond shall not be required. Payment and Performance Bonds shall not be required. r Time for completion shall be "Substantially Completed”on June 15, 2015, or as agreed to by the Owner. , Liquidated damages will be accessed at$1,000.00 per day for delays after the"Substantially Complete"date for agreed date. Rain days will not be allowed as an extension of time. 1 Each bidder shall list the appropriate subcontractor that will be utilized in the construction of the project. The Owner reserves the right to either accept or reject the subcontractor prior to the , issuance of the contract. If the Owner rejects the subcontractor,the successful bidder shall then resubmit a new subcontractor with the adjusted bid price for the Owner's approval. Upon Owner's approval of the subcontractors,the General Contractor may not alter the approved subcontractor list without approval from the Owner. B1 , I INSTRUCTIONS TO BIDDERS I. PROPOSALS A. Shall be emailed to the parties identified on Page B 1 on the Bid Date by the prescribed time. The email subject shall include the name of the bidder&the name of the project. B. Shall include the Dollar Tree Bid Breakdown filled out entirely& attached to the email containing the bid. C. Shall be made upon the bidder's letterhead. Refer to attached Form of Proposal. ' D. Shall not contain any recapitulation of the work to be done. No oral,telegraphic or telephone proposal or modification will be considered. No partial bids shall be accepted. Any alternate bids provided shall be clearly identified and shown as a separate item. E. Shall be quoted on a lump sum basis, based on the drawings and specifications. F. Shall include a guaranteed time for completion of work. G. Will be evaluated by the Owner on basis of lump sum quote and on guaranteed time for completion of work. H. All addenda shall be acknowledged in the Bid Form. I. Bids shall be held for a period of thirty(30)days. I IB-1 I t ■r FORM OF PROPOSAL (On Bidder's Letterhead) To: Clark,Geer,Latham&Associates, Inc. 3901 Spring Hill Avenue Mobile,Alabama 36608 ' Submitted ,2014 The undersigned,as Bidder,hereby declares that he has/has not(IDENTIFY IN BOLD LETTERS) physically examined the site of the work and informed himself fully in regard to all conditions pertaining to the place where the work is to be done; that he has examined the plans and 111 specifications for the work and contractual documents relative thereto, and that he has satisfied himself relative to the work to be performed. The Bidder proposed and agrees,if this proposal is accepted,to contract with Dollar Tree Stores,Inc. in the form of a contract specified,to furnish all necessary material,equipment, machinery, tools, apparatus,means of transportation and labor necessary to complete the construction of a new retail store for Dollar Tree in Atlantic Beach, Florida in full and complete accordance with the shown, noted, described and reasonably intended requirements of the plans, specifications and contract documents to the full and entire satisfaction of Dollar Tree Stores, Inc., with a definite understanding that no money will be allowed for extra work except as set forth in the attached General Conditions and Contract Documents. It is agreed that the description under each item, being briefly stated, implies,although it does not mention all incidentals and that the prices stated are intended to cover all such work,materials and incidentals as constitute a bidders' obligation as described in the specifications and any details not specifically mentioned,but evidently included in the contract shall be compensated for in the items which most logically includes it. The Bidder further proposes and agrees hereby to commence the work with an adequate force,plant and equipment at the time stated in the notice to the Contractor from the Architect to proceed. ' The Bidder acknowledges receipt of Addenda Nos. thru , inclusively. 1 I I P-1 I Base Bid IThe undersigned proposes to furnish all material and labor to complete the project as stated herein I for the lump sum price of dollars($ )as broken down in the Dollar Tree Bid Breakdown (must be included with all bids). I ALTERNATE#1-UNIT PRICE —In the event unforeseen soil conditions exist,Contractor shall excavate and dispose of unsuitable on-site material and install structural fill, compacted in place. I $ CYSP ALTERNATE#2—CONCRETE PAVING —This alternate consists of the contractor designing, I furnishing and installing a minimum 6" thick reinforced concrete with all expansion and control joints as required (or as specified by the geotechnical engineer) in all locations where asphalt is shown on the drawings. The contractor shall provide stamped engineering drawings for approval if Ithe alternate bid is selected. The cost of engineering shall be included. $ 1 CONTRACTOR'S ACKNOWLEDGEMENT: IContractor agrees that any change orders, additive or deducted, will be marked up on top of the actual cost of construction at overhead and profit at 6%. IBy Contractor IAddress State License No. Classification 1 Date 1 I I P-2 I 111 I / Exhibit"A" SUBCONTRACTOR'S LIST—PAGE 1 Subcontractor ' Work to be Performed Name/Address/Telephone# Sitework , Backfilling& Excavation, Etc. Storm Drainage g Site Utilities i Site Electrical Site Paving Site Curb&Gutters , Site Paving , Concrete Foundation Masonry Structural Steel Fabrication Erector Carpentry Interior Insulation Metal Doors Storefront&Entrance Metal Studs Gypsum Board Walls ' Floorings Exhibit A-1 I 1 t Exhibit"A" ' SUBCONTRACTOR'S LIST—PAGE 2 Acoustical Ceilings Painting Specialty Items Plumbing HVAC Electrical Controls Notes: 1. If the General Contractor is self performing this service, then he/she shall so identify as t "GC". 2. If more then one subcontractor is performing the itemized scope of work to be performed, then list all subcontractors. I Exhibit A-2 I I I DIVISION 1 GENERAL REQUIREMENTS 00110 DEFINITION OF TERMS ' A. Owner—Dollar Tree Stores, Inc. B. Developer/Owner's Representative—CDA Holdings, LLC do Dynamic Commercial Real Estate Advisors. Whenever in Contract Documents the term Owner is used, it shall mean the Owner,Dollar Tree Stores, Inc.and/or the Owner's Developer, CDA Holdings, LLC c/o Dynamic Commercial Real Estate Advisors. All contract requirements shall apply to each and both. C. Engineer—Clark,Geer, Latham&Associates, Inc. , D. Engineer's Office-Whenever in Contract Documents the term "Engineer" is used, it shall mean the office established and located at 3901 Springhill Avenue, Mobile, Alabama 36608. E. Architect—Clark, Geer,Latham&Associates, Inc. F. Architect's Office—Whenever in Contract Documents the term "Architect" is used, it shall mean the office established and located at 3901 Springhill Avenue,Mobile,Alabama 36608. G. Contractor-Contractor shall be a General Contractor who shall be , responsible for the fabrication, installation,management coordination,and completion of all phases of the Work within the completion date. The terms, "Vendor", "General Contractor", "Prime Contractor", "This Contractor",or "Contractor",where used in this Contract shall refer to the General Contractor or any of his sub-contractors. The settlement of any questions of a jurisdictional nature regarding the division of Yq jurisdictional $ g o the work between the various trades, particularly in connection with, but not limited to the unloading, handling and installing of any equipment or materials, shall be the General Contractors' sole responsibility and any such settlement shall p Y Y not become a basis for any claim for additional renumeration under this contract. H. Work - As used in the Contract Documents, the "Work" shall mean the work to be done by Contractor as described in the Specifications, and anything called for by said Specifications but not shown on the Drawings, shall be as if called for and described in both these ways, and also anything not shown on either said Specifications or Drawings which conditions or circumstances require to be done or provided in order to complete the work in accordance with the general 1 plan and intent thereof, except work to be done or furnished by Owner or other 1405-137 ' DEFINITION OF TERMS 00110-1 r I t contractors as set forth in the Specifications. The work includes furnishing all plant, labor, materials and incidentals to complete the construction of a new retail store for Dollar Tree in Atlantic Beach, 1 Florida. 1 i 1 i 1 1 1 1 1 II 1 1405-137 1 DEFINITION OF TERMS 00110-2 I 00120 GENERAL CONDITIONS I The "Standard General Conditions of the Contract for Construction, AIA J Document A201, latest edition shall be the "General Conditions" of this contract. In case of conflict, these specifications shall take precedence over and modify the aforesaid AIA "General Conditions". Copies of these "General Conditions" are on file with the Architect. Submission of a proposal will be taken as evidence that these articles have been read, understood and accepted as a part of these contract documents. 1 1 1 t 1 1 1 1 1 1 1 I 1405-137 GENERAL CONDITIONS 00120-1 3 I 1 I00130 SUPPLEMENTAL GENERAL CONDITIONS The following paragraphs add to or modify the "General Conditions of the Contract for Construction", AIA Documents A201, Fourteenth Edition, 1997. Where a portion of the IGeneral Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. 1 1.1.8 The term "provide" as used in the Project Manual means to furnish and install Contractor and Owner (DTS) supplied material complete and ready for Iintended use. 1.1.9 The term "product" as used in the Project Manual includes materials, fabrication, systems, and equipment. I1.1.10 The term "Architect" shall mean the "Professional" responsible for design and shall mean "Architect" and/or "Engineer" as appropriate to the Project. I1.2.2 Add the followin g sentence: "Contractor has conducted or voluntarily decided not to conduct all site examinations to determine differing site Iconditions, barriers, impediments, etc.,to perform the Work". 1.2.6 Standard specification and manuals of technical societies, organizations or I associations or statutes and regulations of governmental agencies used as a reference in the Contract Documents, either by specific statement or implication, shall mean the latest edition of that document in effect at the time I of project design and as noted on Sheet T-3. No provisions of any reference used in the Contract Documents shall change or reassign the duties and responsibilities of the Owner, Contractor, Architect or any consultants and Iagents of any of them from those set forth in the Contract Documents. 2.2.2 Place a period following the word "Project" and delete the words: "and a legal Idescription of the site." 2.2.5 The Contractor will not be furnished free of charge copies of Drawings and IProject Manuals, but may be obtained from the Engineer or thru the Owner. 2.3.1 Delete the work "persistently" in the third line of the text and insert in the I fifth line following the word "Documents" the following: "following 10 days notice in writing from the Owner to the Contractor of failure to carry out Work in accordance with the Contract Documents". IIi 3.1.2 Contractor - Contractor shall be a General Contractor who shall be responsible for the fabrication, installation, management, coordination, and completion of all phases of the work within the completion date. The terms "Vendor", "General Contractor", "Prime Contractor", "This Contractor", or "Contractor", where used in this contract shall refer to the General Contractor Ior any of his sub-contractors. I1405-137 SUPPLEMENTAL GENERAL CONDITIONS 00130-1 I The settlement of any question or a jurisdictional nature regarding the 111 division of the work between the various trades, particularly in connection with, but not limited to the unloading, handling, and installing of any equipment or materials shall be the General Contractor's sole responsibility and any such settlement shall not become a basis for any claim for additional renumeration under this contract. 3.2.1 In the ninth line of the text following the work "recognized" insert the following: "or should have recognized". In the tenth line of the text delete the word "knowingly". 3.2.2.1 Contractor shall ascertain the location of all utilities prior to beginning the work. Contractor shall verify locations of utility lines shown on drawings; locate and mark utility lines not shown prior to start of work. Any damages caused to any utility as a result of work on this project shall be promptly repaired or replaced at the sole expense of the Contractor and no additional money will be paid by the Owner. 3.18.4 Reference in Article 3 to Owner shall be considered to include Owner, its officers, directors, affiliates, subsidiaries, underwriters and subrogees. Article 11 - Insurance & Bonds shall be amended to include the following coverages: General - The Contractor shall provide, at his own expense, insurance in accordance with the following paragraphs. 2. Contractor Coverage - The Contractor shall not commence work under the Contract until he has obtained all insurance required under the following 1 paragraphs and until such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence work on his subcontract until all similar insurance required of the subcontractor has been obtained and approved. If any subcontractor fails to take out insurance in its own name the contractor shall provide the required insurance coverage on the subcontractor in the form of a rider on each of the appropriate policies of the Contractor in the name of the subcontractor. 3. Public Liability - The Contractor shall provide broad form (commonly termed Comprehensive) Public Liability Insurance for not less than $1,000,000 in any one incident and not less than $1,000,000 for damage to property for one incident, with a total limit of$2,000,000 for damages to property arising during the course of the construction and/or during the policy period. Such comprehensive policy 3 shall include: a. All liability of the Contractor, the Owner and the Architect for the Contractor's direct operations. b. Subcontractor's operations. 3 1405-137 SUPPLEMENTAL GENERAL CONDITIONS 00130-2 3 c. Completed Operations Coverage, thereby meaning thereby any such loss 1 which shall occur after the contract has been completed, but which can be traced back to the contract. td. The Contractor shall indemnify and save harmless the Architect/Engineer and the Owner against all loss, cost or damage on account of injuries to persons or property occurring in the performance of the Contract, including all ' reasonable attorney's fees incurred by the Owner or the Architect/Engineer, on account thereof. e. The Owner and the Architect/Engineer will be protected by an endorsement adding the Owner's and the Architect/Engineer names as additional insureds on the Contractor's policy, or by the issuance of a separate Owner's Protective Insurance in the names of the Owner and the Architect/Engineer, but such shall not relieve the underwriters of their responsibility to indemnify Contractor's liabilities to Owner. f. Broad Form Property Damage Coverage, including Completed Operations Coverage. g. Waiver of all rights of subrogation against the Owner and the Architect/Engineer. 4. The Contractor shall carry for himself, and shall require from all subcontractors and all owners of automobiles or trucks rented or hired on the contract, until the contract is completed, automobile and truck Comprehensive Automobile Liability and Bodily Injury and Property Damage Liability Insurance for not less than $1,000,000. The Contractor also shall carry for himself, insurance for non-owned and hired automobiles and truck coverage to at least the limits prescribed above. 5. Workmen's Compensation-The Contractor shall provide Workmen's ' Compensation Insurance for the Statutory limits required by State or any Federal statutes plus Employer's Liability limit of$100,000.00. Insurance shall include longshoreman and harbor workers and Jones Act Coverages if appropriate for the work of the contract. a. The Owner and the Engineer will be protected by an endorsement adding the Owner's and the Architect/Engineer names as additional insureds on the Contractor's policy, or by the issuance of a separate Owner's Protective Insurance policy in the names of the Owner and the Architect/Engineer. b. All Workmen's Compensation Insurance policies will include provisions forfeiting all rights of subrogation against the Owner and the Architect/Engineer. 1 I1405-137 SUPPLEMENTAL GENERAL CONDITIONS 00130-3 1 I 6. Insurance and Bonds - All insurance and bonds in connection with the work to be performed under the contract shall be countersigned by a licensed agent, resident in the State of Florida. All coverage and bonds shall be provided by companies acceptable to the Owner and Architect/Engineer. ' 7. Transmittal of Bond and Proof of Carriage of Insurance -All bonds and all Proof of Insurance, as called for by the Contract Documents shall be delivered by the Contractor in triplicate to the Owner with a letter of transmittal, giving date of delivery. A copy of this letter shall be delivered to the Architect/Engineer with copies of the bonds and insurance certificates. 8. Builder's Risk Builder's Risk Insurance, naming the Owner and developer as additional insureds shall be provided by the Contractor. j 11 j I 1405-137 SUPPLEMENTAL GENERAL CONDITIONS 00130-4 I 00140 SPECIAL CONDITIONS These Special Conditions to the Contract shall modify and/or clarify the Drawings, Specifications, Contract, General Conditions, Supplemental General Conditions and other Contract Documents. A. Form of Contract The form of the Contract shall be the "Standard Form of Agreement Between Owner and Contractor where the Basis of payment is a Stipulated Sum", (AIA Document A101, 1997 ed.) 1 B. Examination of Site: The Contractor shall examine the site of the work to determine differing site conditions or visible obstructions, barriers, impediments,etc. to perform work,the quantity of work and time of completion, and satisfy itself that the work can be completed as set forth in the Plans and Specifications. Dimensions for existing structures are shown to relative scale on the Contract Documents for bidding purposes only, and the Contractor shall be responsible for correct dimensions of equipment, clearances, structures, and walls. The Contractor shall verify all dimensions shown for existing structures and equipment in the field. All dimensions shown on submittal data and final drawings shall be in feet and inches. The Contractor shall be responsible for uncovering existing utilities, marking all existing utilities and hand digging if required to find existing damage to any and all existing utilities shall be at Contractor's cost. C. Safety, Health and Environmental Regulations ' The Contractor shall comply with all Federal, State and local safety, health and environmental laws and regulations, and shall hold the Owner, Developer and the Architect/Engineer harmless from the consequences of any violations by the Contractor of these laws and regulations. D. Permits and Licenses Contractor shall obtain and pay for all permits, fees, licenses, and any fee that includes manual labor, and materials, etc. and shall give all notices, pay all fees, and comply with all laws, ordinances, rules and regulations bearing on the work. If Contractor shall do any work contrary to such laws, ordinances, rules and regulations without the written consent of Architect/Engineer, Developer or Owner, Contractor shall bear all costs and expenses arising therefrom. The Owner shall pay for all application fees and permanent service connection fees that do not include direct work by the Contractor. Temporary utility fees and Iservice connection fees shall be paid for by the Contractor. I1405-137 SPECIAL CONDITIONS 00140-1 II 3 E. Shop Drawings and Equipment/Material Data Submittal Log: The contractor shall submit a Submittal Log in digital (MS Excel) format within ten (10) days of the contract date. The Submittal Log shall ij be simply a list of each individual submittal required by the contract documents in chronological order for review and approval. Contractor shall plan for required time for review by the construction manager, architect, and consultants, as well as re-submittal, ordering, manufacturing, fabrication, & delivery when establishing dates. Shop Drawings /Submittals: Prior to the purchase or installation of any item of equipment or material, the Contractor shall submit to the Architect/Engineer for review electronic shop drawings and data. The drawings/data shall consist of 3 dimensioned layouts and materials list for all materials, manufacturer's descriptive data, diagrams specifications and performance data for all specialty items of equipment and other items specified. If a product is identical to that specified in the drawings and/or as stated in the specifications and does not require review of dimensions (i.e. structural steel or cast stone), then the Contractor may order the product without prior approval. However, shop drawings will still be required for record purposes. Required Shop Drawing/Submittal Items: Division 3: Concrete Submittals/Shop Drawings 1. Concrete Mix Design 2. Curing Compound 3. Concrete Reinforcing 4. Vapor Barrier Division 4: Masonry Submittals/ Shop Drawings 1. Masonry Block 2. Masonry Block Fill Mix Design 3. Masonry Wall Reinforcing J 4. Cast Stone Division 5: Metals Submittals/ Shop Drawings 1. Structural Steel 2. Steel Joist 3. Metal Deck 4. Exterior Metal Stud Framing Division 7: Thermal & Moisture Protection Submittals/Sho p Drawings Drawin g 1. XPS Insulation 2. EIF System 3. Single-Ply Membrane Roof A 1405-137 SPECIAL CONDITIONS 00140-2 3 I 1 4. Roof Hatch Division 8: Doors & Windows Submittals/Shop Drawings 1. Steel Doors & Frames 2. Aluminum Storefront Doors& Frames 3. Glazing SDivision 10: Specialties Submittals/Shop Drawings 1. Lumideck Other Items Ii. Fire Alarm 2. Electrical (Site Lighting) 3. HVAC (Curbs,Air Devices, & Fans) 1 4. Plumbing(Piping& Specialties) Shop drawings shall be reviewed by the Contractor and stamped with his approval 1 stamp before being submitted to the Architect/Engineer. Shop drawings shall be reviewed by the Architect/Engineer and returned to the Contractor prior to fabrication and/or placement of any items into the job. INOTE: When submitting shop drawings, the contractor shall also provide any applicable Florida Product approvals or Notices of Acceptance for simultaneous review. ' All required drawings/submittals are to be submitted within four (4) weeks of the contract date. The Contractor shall allow ten (10) working days for the review and return of all shop drawings/submittals submitted during this time period. The Architect/Engineer will not be responsible for any delays related to shop drawings/submittals that are not submitted within four (4) weeks of the contract date. Review by the Architect/Engineer of shop drawings for any material, apparatus, devices, and layouts shall only be for compliance with the "Design" requirements of the Contract Documents and shall not relieve the Contractor from the responsibility of furnishing same of proper dimension, size, quantity, quality and all performance characteristics to efficiently perform the requirements and intent of the contract documents. Shop drawing review by the Architect/Engineer shall not relieve the Contractor I from responsibility for errors of any sort on the shop drawings. If the shop drawings deviate from the Contract Documents, the Contractor shall advise the Engineer of such deviations in writing, accompanying the shop drawings, including the reasons for the deviation. No a ment shall be made to the Contractor for materials, equipment and/or P Y 1405-137 SPECIAL CONDITIONS 00140-3 specialties which do not comply with the requirements and intent of the Contract Documents. F. General Guarantee The Contractor shall guarantee for a period of not less than one (1) year all work and materials, and he shall promptly repair and replace any and all defects and damage which occur as a result of defective materials or workmanship, at no additional cost to the Owner. Additional guarantees are required in specific Divisions of the specifications. G. Special Controls 1. Workmen who may, because of improper conduct, become objectionable, r will be promptly removed by the Contractor at the request of the Owner. 2. No burning of trash or rubbish shall be allowed on site. J H. Protection of Property The Contractor shall protect all facilities and ground at all times and any damage occurring to such properties shall immediately be repaired at the Contractor's ,w expense. Owner is under no obligation to provide security. Contractor's Responsibility for Work Until the final acceptance of the work by the Owner is evidenced in writing, it shall be in the custody and under the charge and care of the Contractor and he shall take every necessary precaution against injury or damage to any part thereof or any existing structures or property, whether arising from the execution of, or from the non-execution of the work unless otherwise provided elsewhere in the Contract Documents. The Contractor shall rebuild, repair, restore and make good at his own expense all injuries or damages to any portion of the work or any existing structures or property before its completion and acceptance and shall bear the expense thereof. J. Definitions Wherever, in the specifications, or upon the drawings the words directed, required, ordered, designated, prescribed or words of like import are used, it shall be understood that the direction, requirements, permission, order, designation or prescription of the Architect/Engineer is intended; and similarly, the words, "no exception taken", "acceptable", "satisfactory" or words of like import shall mean acceptable to, or satisfactory to, the Owner and the Architect/Engineer, unless `. otherwise expressly stated. K. Manufacturer's Names and Catalog Numbers: 3 In instances where specific references have been made to one or more i 1405-137 SPECIAL CONDITIONS 00140-4 I I I manufacturer's names and model or catalog numbers, it should be noted that such use does not indicate that the equipment specified is necessarily an "off the shelf' item; variances may be due to special requirements or modifications. The Contractor shall ascertain that such requirements and/or modifications are fully Iconsidered before proposing substitutions. Substitution of equipment and materials of all types shall meet the requirements of the project. IL. Surveys and Controls The Contractor shall have on the job, a skilled instrument man and other Ipersonnel as required to accurately lay out his work. M. Code Requirements: IThe Contractor shall be responsible for all Contractor furnished items conforming to the latest revisions of all applicable codes promulgated by Federal, State, local or other regulating bodies applicable to the specified equipment including all codes referenced on the drawings. These codes include but are not limited to the following: I1. The National Electrical Code, 2011 Edition. 1 2. Florida Building Code,2010 Edition. 3. Florida Building Code, Plumbing Volume, 2010 Edition. I4. Florida Building Code, Mechanical Volume, 2010 Edition. 1 5. Florida Building Code, Fire Volume, 2010 Edition. 6. Florida Building Code, Energy Conservation Volume,2010 Edition. I7. National Fire Protection Association. 1 8. American Society for Testing& Materials. 9. U.S. Department of Labor& other Government Agencies. I10. Florida Department of Transportation Standard Specification for Highway Construction, latest edition. IN. Procedures and Methods I Notwithstanding any general clauses, wording, paragraphs or other references contained in the Plans or Specifications, the Engineer/Architect is not charged with the responsibility of directing the actual procedures and detailed methods of I construction to be used by the Contractor in accomplishing the work contained in the Contract between the Owner and the Contractor, nor is the Architect/Engineer responsible to act as superintendent, foreman or safety engineer for the I 1405-137 SPECIAL CONDITIONS 00140-5 11 I 3 Contractor, for the safety of the Contractor's personnel or for personnel who may be within the work area. Neither Owner, Developer nor Architect/Engineer have any control of Contractor's employees, sub-contractors, agents, servants, etc., and all such are within the exclusive control of the Contractor. O. Project Clean-Up Clean-up shall be performed continuously by the Contractor to keep the work area and any part of the Owner's premises disturbed by the Contractor free from accumulation of waste materials and rubbish and to comply with all laws and regulations regarding safe workplaces. At the completion of the work, the Contractor shall remove all waste, rubbish and unused surplus materials from and about the Owner's premises and leave the work area clean. Just prior to inspection, the Contractor shall remove all dust, dirt and stains from finished surfaces and leave the work area ready for the Owner's occupancy and use. All removal and disposal of materials and wastes associated with the work of this J Contract shall be conducted by the Contractor in strict accordance with all applicable local, State and Federal laws and regulations. P. Project Meetings 1. Preconstruction Conference - The Owner shall arrange for a conference on 3 the job site between representatives of the Owner, Developer, the Architect/Engineer, the sub-contractors, superintendent for the project and the Contractor prior to any construction work. The purpose of conference shall be to review and affirm the construction sequence, time schedule and the limits of use of the areas surrounding the project. 2. Construction Conference - Contractor shall arrange for a meeting at the job site between the above parties on a monthly basis. The purpose of conference shall be to review the progress of the work and to discuss any proposed changes in construction sequence or schedule and safety. A formal scheduling procedure, suitable to the needs of the project, shall be utilized by the Contractor to provide weekly schedule updates. Q. Temporary Facilities and Controls Contractor shall furnish and maintain sanitary temporary toilets for the workmen on the job, subject to any and all sanitary codes having a jurisdiction theron. The toilets shall be fully enclosed and weatherproof, and kept in sanitary conditions at 3 all time. Location shall be approved by the Owner. R. Temporary & Permanent Utilities 3 1. The Contractor shall install, at his expense, all required temporary utility service connections. 2. All temporary utility service connections shall be removed by the 1405-137 SPECIAL CONDITIONS 00140-6 3 I IContractor, at his expense, upon completion of the work. 3. The Contractor shall be responsible for setting up and activating all I permanent utility accounts to include water, sewer, electric, gas and telephone service. These accounts shall be set up in the General Contractor's name and shall be transferred to the Owner upon completion 1 of the project. S. Barriers and Security I1. Protective devices such as signs, lights, signals and barriers shall be utilized at all times for safety of the public, the Contractor's employees, and the Owner's employees. The Contractor shall submit his plan to control traffic Iand provide safety for the adjacent properties. 2. The Owner, Developer or Architect/Engineer will not be responsible for the Iprotection and/or safety of the Contractor's work, materials, or equipment; nor for the protection and/or safety of the materials or equipment of others used by the Contractor. 3. The Contractor may, at his own expense, provide security guards at his discretion. IT. Guarantees, Bonds,Affidavits, and Close Out Documents: I Prior to or concurrent with submission of the final request for payment, the Contractor shall submit to the Architect/Engineer, for transmittal to the Owner, the following: I1. Certification that all work, including that of all subcontractors, has been completed in accordance with the requirements of the Contract Documents. I2. Invoices for all items for which allowances are specified, if any. I 3. Copies of all warranties, guarantees and bond required by the Contract Document. I 4. The Contractor's one (1) year written guarantee that all defects in materials and workmanship will be promptly remedied by the Contractor without additional cost to the Owner, including all extended warranties required under Ithe contract. 5. The Contractor's final payment affidavit and final releases of lien for the I Contractor and all suppliers and subcontractors on a form approved by the Owner including all final release of liens of subcontractors and materialmen for any value over twenty five hundred dollars 1 6. Consent of Surety for release of final payment to the Contractor, if bonded. 1405-137 SPECIAL CONDITIONS 00140-7 j 7. Advertisement of Notice of Completion as required. 8. Certificate of occupancy from the local governing authority. 9. As-built drawings. J 10. The above closeout documents shall be submitted to the developer and/or architect within 60 days of Dollar Tree opening for business. If all closeout documents are not received with the stated 60 days, then the developer will charge the contractor all costs after the 60 days for administration services necessary to extend the project completion. Administration service costs will include the developer's time, the Architect/Engineer's time, administration assistant's time and all reimbursable expenses expended after the 60 days. All cost will be billed at $100.00 per hour. The total cost to extend the project's closeout time will be submitted to the contractor as a change order to the project's contact and shall be paid prior to release of final payment, or the cost can be deducted from the Contractor's retainage. U. Operation/Maintenance Data and Spare Parts/Material Operation and maintenance instructions, as well as spare parts lists for all equipment and specialties included in this project shall be submitted to the Architect/Engineer for approval and transmittal to the Owner, prior to final payment. All spare parts, replacement tiles and other material stores required to be provided 3 by the Contractor to the Owner under the provisions of other parts of the specifications shall be submitted to the Architect/Engineer for approval and transmittal to the Owner, prior to final payment. V. Quality Control 1. Mill certificates for reinforcing and structural steel, and required Underwriter's Laboratories labels and certificates for fire rated doors, shall be provided by the Contractor. j 2. All manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the r manufacturer, unless herein specified otherwise. 3. Furnish copies of all printed directions with the materials. .1 W. Cost Breakdown Prior to start of construction, the Contractor shall provide the Architect/Engineer, .1 Developer and the Owner, a cost breakdown of the project, showing the various divisions of work to be performed and the dollar amount of the contract price 1 designated for each division of the work. The schedule of values shall be in accordance with paragraphs 2.6.3 and 2.9 of the AIA General Conditions. The 1405-137 - SPECIAL CONDITIONS 00140-8 3 I I purpose of this schedule of values shall be to provide a basis for the approval of monthly progress payments to the Contractor. Contractor shall also provide the breakdown in accordance with the Owner's SLM schedule of values. IX. As-Built Drawings: During construction, a set of drawings shall be maintained at the site by the IContractor with all changes and deviations legibly marked thereon in red. Prior to acceptance of the installation by the Owner, the marked-up drawings shall be delivered to the Architect/Engineer, for transmittal to the Owner. As-built Idrawings for all underground utilities must be verified, marked up, which includes actual routing and depths of all such utilities. Final payment will not be issued until as-built drawings are received by the Architect/Engineer. IY. Intent of Plans and Specifications: IAny detail which may be incomplete or lacking in the Plans or Specifications shall not constitute claim for extra compensation. Such detail, if requested by the Contractor, shall be supplied by the Architect/Engineer and submitted to the I Contractor in advance of its requirement on the job. The true intent of the Plans and Specifications is to produce a complete working facility and incomplete detail will not abrogate this intent. IZ. Superintendence by the Contractor I At all times during the performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work and shall assign and have on the job a competent superintendent who is satisfactory to 1 the Owner and who has the authority to act for the Contractor. The superintendent shall have a minimum of ten (10) years experience in construction of new free standing retail stores of similar size and the Contractor shall submit I evidence of such experience. The superintendent shall be on the project full time and not share his time among other projects. The contractor may not change the approved superintendent without approval of the Owner and Architect. IAA. Project Work Hours I Subject to the normal course of business of those entities, the Contractor may work as the City of Atlantic Beach allows, and is expected to work adequate hours to meet the required project schedule. No payment, above the contract I amount, will be allowed for overtime or any other extended work conditions of the Contractor. IBB. Payment Monthly payments will be made to the Contractor based on estimates for each I month, submitted by the Contractor and approved by the Architect/Engineer, with 10% of each month's payment retained until final acceptance of the entire work, unless otherwise required by law. I 1405-137 SPECIAL CONDITIONS 00140-9 On or before the 25th day of each month, the Contractor shall submit to the Architect/Engineer an Application for Payment, dated the 25th day of the previous month, filled out and signed by the Contractor, covering the work completed as of the end of the previous month, and accompanied by such supporting documentation as is required by the Contract Documents. The Application for Payment shall be based on the schedule of values referenced in paragraph W of these Special Conditions, above. If payment is requested for materials and/or equipment not yet incorporated into the work of the Contract, but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by the documents referenced in Article 9 of the General Conditions. The Architect/Engineer shall review the Contractor's Application for Payment and the extent of completion reflected therein and shall, within ten (10) business days of receipt of pay request, either approve or forward it to the Owner with a recommendation for payment; or return it to the Contractor for adjustment and resubmission. Application for Payment, that have been recommended for payment and forwarded to the Developer, Owner by the Architect/Engineer, will be paid to the Contractor on the date which is nearest to 30 days from the date of the Application for Payment; or, in the case of Applications for Payment that were returned to the Contractor for adjustment and resubmission, either on the date which is nearest the 30 days from the Application for Payment or on the date which is twenty one (21) days after receipt by the Owner of the Application bearing the Engineer's/Architect recommendation for payment, whichever is later. In addition,Application of Payment shall be itemized as required by the Owner in its format and itemization. CC. Drug and Alcohol Testing The Contractor is encouraged to require present proof that his employees, and the employees of his subcontractors, who are assigned to work on this project have j passed drug and alcohol screening tests, prior to those employees being allowed to enter the property of the Owner. DD. General Operation 1. The Contractor shall schedule and coordinate his work to minimize interference with the adjacent business. If certain critical operations of the Contractor or of the Owner can only be accomplished by a deviation on the part of the other party, such deviation must be fully coordinated and agreed to well in advance. 2. Prior to commencing any excavation work, the Contractor shall contact the appropriate utility companies and determine the location of any know underground utility systems that could be affected by such excavation. 1405-137 SPECIAL CONDITIONS 00140-10 j 1 Contractor shall present proof of evidence that the appropriate utility line locations have performed their work at the site. 3. All work shall be phased and accomplished in the order depicted by the Drawings and/or specifications (if any). 4. The Contractor shall control drainage of the project area as required to avoid restriction of waters from upstream of the project, to protect the work in progress, to properly drain the project area, and to protect areas downstream of the project from the harmful effects of altered flow patterns and/or contaminants. EE. Disposal of Materials Contractor shall observe all laws and regulations which prescribe handling, use, and disposal of certain materials and substances -- ALL DISPOSAL OF MATERIALS, BY-PRODUTS, WASTES, AND SPENT EXPENDABLES AND IMPLEMENTS SHALL BE OFF OF OWNER'S PROPERTY in accordance with prevailing laws. FF. Work Progress Schedule Contractor shall furnish in a bar chart form satisfactory to Architect/Engineer a Work Progress Schedule showing proposed dates for starting and completing the work as specified by Owner. This schedule shall be furnished within one (1) week after the date of notice to proceed and before the first monthly partial payment is applied for and shall be brought up to date and resubmitted showing cumulative progress, on every Thursday during the course of the project. GG. Copies of Drawings and Specifications Contractor shall keep in good order on the job site, one copy of the Specifications and one copy of each drawing, and Architect/Engineer, Developer and Owner's representative shall have free access to such copies. HH. Figures to Govern In no case shall measurements from the drawings be scaled for purposes of construction. Figured construction must be followed, and large scale drawings shall take precedence over those of small scale. All dimensions shall be based on "work points" shown in Drawings. II. Ownership of Drawings The Drawings and Specifications furnished by Architect/Engineer shall be used I for this work only. As instruments of service they are the property of Architect/Engineer and shall be returned to the Architect/Engineer upon completion of the work. 1405-137 SPECIAL CONDITIONS 00140-11 I JJ. Layout of Work- Lines and Levels The Contractor shall be responsible for establishing the work points and base lines as necessary. These points and lines shall be established by the Contractor who shall certify to the Architect/Engineer their correctness and tolerances. Contractor shall lay out all work and assume full responsibility as to the correctness of the relative location of all parts of the work, both horizontally and vertically, as shown on the Drawings and described in the Specifications. All measurements shall be verified on the site by the Contractor. In no case will any allowance be made for errors arising through scaling of drawings. KK. Inspection of Work Owner shall at all times have access to the work wherever it is in preparation or progress, and Contractor shall provide facilities for such access and for inspection. Testing and inspection services are to be contracted for and paid by the Owner, but coordinated by the Contractor, with copies of all testing and inspection reports supplied to the Owner and Architect/Engineer. Should the Contractor fail to coordinate these services, then the cost of completing these test post construction will be the responsibility of the General Contractor. Any and all re-inspection fees shall be passed on to the Contractor. If the Specifications, instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, Contractor shall give timely notice of its readiness for inspection. If any such work should be covered up without approval or consent, it must, if required, be uncovered for examination at Contractor's expense. LL. Removal of Rejected Material During performance of the work and prior to substantial completion and acceptance as defined herein, Contractor shall promptly remove from the j premises all materials, whether worked or unworked, and take down and remove all portions of work condemned by Architect/Engineer, Developer and/or Owner as failing to conform to this contract; Contractor shall promptly replace such materials and reexecute such work in accordance with the requirements of this contract and without expense to Owner, and shall bear the expense of making good, to the Owner approved, the work destroyed or damaged by such removal or replacement to include all required additional manpower and/or overtime to meet the original schedule. MM. Approval of Sub-contractors and Materials Contractor recognizes that the ability and reputation of the party to whom any part of the work may be sublet is a matter of importance to Owner. Therefore, Contractor shall not let any subcontract without first obtaining Owner's written 1405-137 SPECIAL CONDITIONS 00140-12 3 C approval of the party to whom Contractor proposes to sublet. Contractor shall furnish a complete list of subcontractors, together with a list of the major items of materials or equipment which he and the sub-contractor will be furnishing. Requests for approval of a different article or material from that specified shall be in writing and shall be accompanied by samples, records of performance, certified copies of tests by impartial and recognized laboratories, I and such other information as Owner may request. Samples and data shall be furnished sufficiently in advance to allow time for investigation before a decision must be made. When Owner approves a substitution, it is with the understanding that Contractor guarantees the substituted article or material to be equal to or better than the one specified. In addition, at lease one week prior to ordering any finish materials, Contractor shall provide color samples for all finishes including the split faced masonry block, pre-finished metal trim, cap flashing, gutters and downspouts, EIFS, and paint finishes (interior and exterior). Should any sub-contractor or supplier fail to supply material, or to perform the work undertaken by him in a satisfactory manner, the employment of said sub-contractor or supplier shall be summarily terminated by Contractor on receiving a written order from Architect/Engineer. Notwithstanding Owner's approval or disapproval of any sub-contractor, shall under any circumstances relieve Contractor of any part of his liabilities or obligations under this contract. B. Safety and Health Regulations The Contractor shall comply with all local, state and federal laws and regulations pertaining to health and safety of employees, and hold harmless the Owner and Architect/Engineer regarding such actions. To this end, the Contractor shall comply with all of safety policies and procedures prior to commencing work. C. Protection of Work and Property r IMr Contractor shall provide and maintain adequate protection of all his said equipment from damage and from loss, and shall protect Owner's and adjacent properties from any and all damage or injury arising in connection with said work. Contractor shall make good any such damage or injury so occurring without any expense whatsoever to Owner. All work hereunder shall be performed by Contractor as an independent contractor, maintaining complete control over Contractor's personnel and method of operation, and not as agent or employee of Owner. All work shall be performed entirely at the risk of Contractor, and Contractor shall defend, indemnify, and hold harmless Owner, Developer and Architect/Engineer from and 1405-137 SPECIAL CONDITIONS 00140-13 L ii against any and all loss, liability, damage, claims demands, action and/or proceedings (and all expenses connected with any thereof, including attorney's fees which Contractor agrees to pay), of whatever nature, on account of any and all damage to, or loss or destruction of any property (including property of Owner not in the care, custody or control of Contractor), or injury to, or death of, any person (including employees of Owner, Developer, Architect/Engineer ), arising directly or indirectly out of, or in connection with, the performance by Contractor of the work. Contractor shall provide and maintain all passageways, walks, fences, lights, and other facilities needed for the protection of workmen and the public. Contractor agrees to comply with and abide by all safety standards or regulations and all legal requirements of the United States and of the State of Florida and any political subdivision thereof in which the work is done. D. Guarantee 3 Contractor guarantees that he will, at his own expense, rectify, repair and replace any and all defects arising from defective or improper materials or workmanship furnished by him or those employed by him including subcontractors which may appear within one year after the acceptance of the work. See Specific Specification Divisions for other required guarantees. E. Liens and Lien Waivers Contractor shall pay or cause to be paid promptly when due, all claims, debts and charges against Contractor or subcontractors employed by Contractor which might become a lien upon Owner's property or the premises upon which the work is located arising out of the work performed or materials furnished by Contractor or any subcontractors under this contract,and shall not suffer or permit any lien or encumbrance of any kind to be filed against or upon said property or premises, regardless of whether the basis of such lien is a claim against contractor or against ss a subcontractor employed by contractor. In case any lien is threatened or filed against such property or premises, or any lienable charge is not paid promptly when due, or in case Owner shall be charged with any item of cost, tax, contribution or other obligation to be borne by Contractor under this contract, a sufficient amount of money payable or to become payable hereunder or upon any j other account from Owner to Contractor may be retained by Owner to cover and offset the lien, cost, tax, contribution or other obligation until the same shall be settled or discharged without cost or liability to Owner, or, after ten (10) days prior written notice to Contractor, said money may be applied by Owner directly to the discharge thereof. The following are contract requirements and documentation to be received by the Developer during the course of construction through final completion of the project. The Contractor shall submit to Developer for approval, prior to start of construction, Contractor's lien waiver forms, both for the General Contractor and Subcontractors. 1405-137 SPECIAL CONDITIONS 00140-14 3 I During Construction General Contractor shall: 1. Provide conditional lien waiver for full amount for each pay request. 2. Provide each subcontractor's conditional and/or unconditional lien waiver .I on all subcontracts over$2,500.00 for the full amount. 3. Provide a complete list of vendors regardless of the amount per the attached Exhibit"A". 4. Provide an unconditional lien waiver for the full amount of all payments after receipt of payment and prior to next pay request. 5. Provide cancelled checks to all subcontractors and materialmen. 6. Provide conditional and/or unconditional lien waivers for materialmen that 1 1 provide a"Preliminary Notice." 1 Subcontractors shall: 1. Provide conditional lien waiver for the full amount of all payments to GC for each pay request. 2. Provide a complete list of all vendors and materialmen to GC. I I 3. Provide an unconditional lien waiver for the full amount of all payments upon receipt of payment and prior to next pay request. Upon Completion of Construction General Contractor shall: 1 1. Provide an unconditional final waiver of lien of the full amount of contract and any change orders. 2. Provide a conditional waiver of lien from subcontractors plus an unconditional final waiver of lien for full amount of subcontract. 3. Provide a list of all vendors paid and amount due, if any. 4. Provide cancelled checks to all subcontractors and materialmen. Lien Waiver Forms are included in these specifications. A. Extra Work and Alterations Owner and Developer, without invalidating this contract, may order extra work or make changes by altering, adding to, or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of this contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, Architect/Engineer shall have authority to make minor changes in the work not involving extra costs and not inconsistent with the purposes of the construction, and such changes shall not be considered as extra work, but in any case, except in an emergency endangering life or property, no I extra work or change shall be made unless in pursuance of a written change order, signed by Owner and no claim for an addition to the Contract Sum shall be valid unless the work is covered by such an order. There will be no verbal change I1405-137 SPECIAL CONDITIONS 00140-15 I orders for any amount. All Change Orders are to be in writing and approved prior to the commencement of the work. No verbal Change Orders or Change Orders after the fact will be approved or paid. NO EXCEPTIONS. ori The price to be paid or deducted for each such extra or deducted work or change shall be determined in one of the following ways, it being understood that if no agreement is reached between the parties under sub-paragraphs (a) or (b) below, the price for such extra or deducted work will be determined under sub-paragraph (c) below. a. By estimate and acceptance in a lump sum. b. By unit prices named in this contract or subsequently agreed upon. c. By a written cost plus agreement agreed to prior to commencement of the work. Contractor, provided he receives an order as above, shall proceed with the work. In the event, the price is to be determined under sub-paragraph (c) above, he shall keep and present in such form as Architect/Engineer may direct, a correct account of the net cost of labor and materials relative to each item of extra work or each change, together with vouchers, and Contractor shall submit to Architect/Engineer weekly, a detailed statement of the number of men employed, wage rates, and the time spent during each day on each item of extra work. SS. Explanations and Interpretations: Should any bidder observe any ambiguity, discrepancy, omission, or error in the Drawings and Specifications, or in any other Contract Document, or be in doubt as to the intention and meaning thereof, he should at once report such to the Architect/Engineer and request clarification, in writing. Clarification will be made only by written Addenda sent to all prospective bidders. Neither the Architect/Engineer, Developer nor Owner will be J responsible in any manner for verbal answers regarding intent or meaning of the Contract Documents, or for any verbal instructions, by whomsoever made, prior to the award of the Contract. Should conflict occur in or between Drawings and Specifications, a bidder will be deemed to have estimated on the more expensive way of doing the work involved unless he shall have asked for and obtained the written decision of the Architect/Engineer before submission of his proposal, as to method, materials, or equipment which will be required. TT. Contractor Requested Changes and Errors: After the contract has been executed, if the Contractor requests changes and/or J substitutions to the plans and specifications, he shall formally request subject 1405-137 SPECIAL CONDITIONS 00140-16 I I changes and/or substitutions in writing to the Owner, Developer and Architect/Engineer. By making requests for changes and/or substitutions, the contractor: 1. Represents that the Contractor has personally investigated the proposed change and/or substitution product and determined that it is equal or superior in all respects to that specified. 2. Represents that the Contractor will provide the same warranty for the change and/or substitutions that the contract would for that specified. 3. Certifies that the cost data presented is complete and includes all related cost with this contract but excludes costs under separate contract, and excludes the Engineer's and/or Architect's evaluation, redesign cost and all associated costs thereof, and waives all claims for additional costs related to the change and/or substitutions which may subsequently become approved, and will coordinate the installation of the accepted change or substitution, making such changes as may be required for the work to be completed in all aspects. 4. Acknowledges that the Contractor will be responsible for all engineering and architectural fees associated with each requested changes and/or substitutions and accepts such fees by the Engineer and/or Architect will be deducted by the Owner from the Contractor's contract whether such request is accepted or rejected. 5. There will be no verbal change orders for any amount. All Change Orders are to be in writing and approved prior to the commencement of the work. No verbal Change Orders or Change Orders after the fact will be approved or paid. NO EXCEPTIONS. If errors in construction occur as a result of the Contractor's or any of his subcontractor's misinterpretation of plans, negligence, omission, requirements of building codes, or any other cause and causes additional Engineering and Architectural Services either through inspections and/or redesign, Contractor acknowledges that the cost of said Engineer and Architectural Services to rectify such errors may be deducted from the Contractor price as a deducted change order if elected by the Owner. UU. Owner Specific Requirements and Clarifications GENERAL 1. Construction is expected to commence on February 1, 2015, and be fully completed no later than June 15, 2015, with penalties for late delivery. It is the owner's preference to deliver the building as soon as possible. If the General Contractor feels you can complete the building sooner than June 15, 2015, please indicate how many days from Notice to Proceed you will need. 2. The General Contractor's proposal shall include a detailed divisional 1405-137 SPECIAL CONDITIONS 00140-17 I I breakdown of costs per Dollar Tree Bid Breakdown Form. 3. All building plans and site plans are available online and are supplied by Clark, Geer, Latham &Associates, Inc. CONTRACT , 4. The General Contractor shall provide Builder's Risk Insurance, naming the owner, Developer as additional insured in your proposal. 5. The General Contractor shall incorporate ALL permits, including buildings, land disturbance, bond,or right-of-way fees in the bid. Any bonds posted by the Owner prior to commencement of work are to be transferred to the General Contractor. 6. The Owner is responsible for all utility application and connection fees. 7. Retainage will be 10%through completion of the job and reduced to 5% upon receipt of Certificate of Substantial Completion issued by the Architect and Engineer and agreement that uncompleted or deficient items do not exceed the amount of the retainage. All retainage will be released upon sign-off by the Architect and Engineer,closeout of punch list, release of construction bonds and a Certificate of Occupancy issued by the City of Atlantic Beach. 8. There will be no verbal change orders for any amount. All Change Orders are to be in writing and approved prior to the commencement of the work. No verbal Change Orders or Change Orders after the fact will be approved or paid. NO EXCEPTIONS. 9. Provide a one(1)year warranty on all materials and labor for all work including all pavement and concrete surfaces and landscaping. In addition,the roof is to have a twenty(20)year warranty for Labor and Materials. GENERAL CONDITIONS I 10. Testing& Inspection services are to be contracted for and paid by the Owner,but coordinated by the General Contractor,with copies of all testing and inspection reports supplied to the Owner and Architect/Engineer. Should the General Contractor fail to coordinate these services,then the cost of completing these test post construction will be the responsibility of the General Contractor. Any re-inspection fees shall I be passed on to the General Contractor. SITE , 11. The General Contractor shall be responsible for setting up and activating all the utility accounts to include water, sewer,electric,gas,and telephone service. These accounts shall be set up in the General Contractor's name and shall be transferred to the Owner upon completion of the project. 12. Provide irrigation and timer controls&circuitry for all landscaped areas, including any required back flow preventers(BFP). The irrigation system will need to be operational and tested, and detailed irrigation plans are to be provided to the owner prior to building turn over. All BFPs will need to be covered and/or enclosed in an owner-approved vandal proof lockable box if not located inside the building. The irrigation timer controls and circuitry needs to be located inside the building in a lockable box. Ensure 1405-137 SPECIAL CONDITIONS 00140-18 I that 2" conduit is installed in the appropriate locations (change to as shown on site plan if we can) prior to the paving upgrades for the use of the irrigation subcontract to pull his lines. The irrigation shall be connected to city water only. No well water. 13. All disturbed areas are to be solid sodded unless noted otherwise on the plans. 14. The location of the water meter is only an approximate. The General Contractor will need to verify the exact location of the existing meter box in the field, and coordinate any necessary repairs of the meter box with the county at no cost to Owner. 15. Contractor shall provide an on-site job construction camera per section 02871 as soon as possible. If temporary power is not available,then the Contractor shall provide a generator for daytime operation. BUILDING 1 16. Provide coordination for a security system. Ensure front door is suitable for a magnetic locking device. 17. For the owner's approval, at least one week prior to ordering the materials, provide color samples for all finishes. 18. Ensure that the irrigation system and all exterior(wall pack and pole) lights are connected to the panel and in good working order prior to building turn over. 19. The Owner will furnish certain materials and equipment per the following attachment. The Contractor shall coordinate delivery of these materials and equipment with the Owner and shall be responsible for his activities in the installation of all items. I I I I I I 1 1405-137 SPECIAL CONDITIONS 00140-19 I co 0 X x XXXXXXXXXXXXXX X ❑ _ — w a J C Q J > H co Z p U X X X X X X X X X X X X X X X X X m0 Q . W W a U O O w Z Ct ❑ 0 mo ❑ W CC W 0 X X X X X X X X X X X X X X X X X ❑ W 0 U) w H O v Z 0 N N it "E) >. co m rn O G C C 0 cm al c9 3- O - N r Q Q m Q J C . J J N N N N CO O 0 O O U N N � 0 n@ C a @ @ C U U CO N N d d co O O O O LL O O n f CO co co O O m D ++ ❑ N C r:_) U u C E N N C 'O .6 .6 ~ S1 = W 6 ° O _ ° X m rn u m d d @ J E > U Z F-- = U C Y 12 _93 J o 0 0 M 0 0 co 0. Z cr — W W Q w w w Z Y Z V) Q J LL J m Q CC1 J o6 cc- W W J U) w0 � w ZU rwQQ 0 2 Q < cc = Z W Y O w Y U To � � COI OU5U) ❑ O W J CDUJO LL. I WU) -- aS Owwp U) Q W EE < OaU Z PE ca 2 00 ZJ } U ❑ LL CD C) XW � I wOOC? � � cnU) W -� � O � HQ °6O Y � WOOS Z � � u_ 0 � rU LA CL) o EEcL2: ) Y U � JCC Owco < � wOY � C� O0[ _C v @ 0) w0WC) — Qco QOcc 2w w — HO u) o JHUWOQ ° w U Y >- J � OwYIwZZFc ry C 1. a) `O ZZWODOoo U ❑ CCHOZZ < W � < - a. I- = LL' d U) U) Q X ❑ U = X W Y F- Q O m 2 Z U) O U) �X CD cII U U) JUUQ W OJU)< 6: ❑ZUJUU ❑ aCDCi () UJ cL O@ F_ Q W >> J — Q Q H Z Q = J — O ~�U ~ Z O m J L j Y w O -- U m �p x W W 0 U U O ❑ d U oc ❑ Y J u) U W ❑ Y — U X U H CC F- 03 c o ° W �— > J -- UZJH < IHOOI ❑ IHWOILU � JIi < HO 0 W Q H = w ❑ Owa. cnUUcD0v) JU) ? UJU) ULL HOwOU ? 0 CD I m U X X X X X 0 . W - a I J � J > X XXXXX X X H Z p I xxxxxx m U 0 0 � 0 w CO W 0 z woo xxxxxxx O U J P.W Z Q CC D U ii 111 >- 0 XXXXX W co D (I) w ,6 wo xxxxxxxx z o J O > a OW o C as 0 Q- 0 o o H o = �- m z 0 (I) 71 `o 0 _1 w v z J N Z > > < 5 J N— p z Q ct Z m OU m H oo a 0 Q ci To W • 0 m J Q ` L a. O) O) Q) a 0 U Q O 0 N N 0 c N 0 z ZZ O L L N O � O O Q W @ C c a� 0 0 0 0 0 >. 0 > > Q Q CD W O > _co` 0 CO Co O o z W Q > W o Z cc H Y U 0 Q U Q Y W Ct Q U 0 m U W Q Q 0 0 z < O W < a � w z D L U z U W J W cW7o z Waljdz > � m 0 o J > oz0u) O 00w - w � 0 _ o2 � D O00 m 0 cncn (n (~n O � U � H ►U- � � W I-- u) I- cL OH >-- a_ } DUW w U J z W z 0 N H J p p 0 W W I 0 - 0 O � D � m � � Q � � �sC� ODZZ IJi _IQHO2Q (nRZz m O w a W Q = Q W p = c 2 .5E. J - H 0 H H o m � � D 0 U p � � _ � o_ W >- w 2 W w c, U 0 0 W W WOH > 00DEZO WJ � � W W J � W w p wH � CLZZCLUIL W OmZW OH WO W CC X >- Q O O D Q W 0- H Q — o X ~ H W wa 0 0 0 m > a0U) Ho U. Q W U) I I I DIVISION 2 SITEWORK 02220 SITE DEMOLITION A. Scope of Work Complete all demolition and disposal of demolished material for all items of work indicated on drawings, specified herein or as required for construction of the project. Contractor shall inspect the site and review construction drawings to determine level of work and details of pertinent information that would affect demolition work to be completed. Contractor shall also review the attached asbestos report and follow all procedures, permits and construction requirements required in the report. Demolition work includes but is not limited to: 1. Demolish all existing concrete walks and existing asphalt paving where shown and/or as required and haul off site to an approved disposal area. 2. Demolish the existing building and foundation complete and haul off site to an approved disposal area. 3. Contact all utility companies to disconnect any services prior to demolition. 4. Demolish all utilities after receiving necessary permits and haul off-site to j an approved disposal area. 5. Contact necessary authorities for permits, pay and secure permits for all J work to be demolished in the R.O.W. Demolish all items as shown on drawings and/or as required for new work and haul off site to an approved disposal area. 6. Install all safety barriers as required by City or as necessary to protect public. 7. Install all erosion and sedimentation control measures as shown on drawings. 8. Install all tree protection barrier prior to starting work. 9. Install all traffic control and/or construction signage as required by the City and/or FDOT. 10. Contractor shall use demolition methods that shall not damage adjacent structures, road and utilities. 11. Contractor shall wet down or use other dust control measures to keep I 1405-137 SITE DEMOLITION 02220-1 I i airborne debris, resulting from demolition work, from adjacent Owners ' and R.O.W. 12. Contractor shall work times as approved by the Owner or as required by ' City. I I I I 1 1 1405-137 SITE DEMOLITION 02220-2 r j 02230 SITE CLEARING A. General J Perform all clearing, grubbing, filling and related items necessary to complete work shown on the drawings and specified herein. The subsurface exploration and evaluation are included in this Division and shall be followed in the execution of this work, except as noted on plans. B. Clearing and Grubbing 1. This contractor shall perform all of the required clearing and grubbing for this project. Work shall include but shall not be limited to the following. a. Complete all necessary clearing and grubbing. b. Properly dispose of all existing debris off-site and all debris generated by this contractor. This includes all soils, roots, and other debris. Excess soils not used in the project shall be removed from site. c. This entire site, within clearing and grubbing limits, shall be cleared of miscellaneous deleterious materials such as glass, metal, plastics, underbrush, stumps, roots, stones larger than 3 inches, roots larger than V2 inch, wood, brick batts, paving materials and other debris. This clean up shall be accomplished and approved prior to beginning of stripping of top soil and rough grading. All such deleterious materials shall be disposed of off-site in an approved manner. d. All trees shall be completely removed including roots, to a depth not less than 2 feet below existing grade and also not less than 4 feet below finished building floor elevation. J e. All trees under traffic and parking areas shall be completely removed including roots to a depth not less than 2 feet J below existing grade and also not less than 3 feet below final finish pavement grade. f. Existing trees to remain shall be protected from damage by construction activities with suitable barriers (plastic orange barrier fence). j 1405-137 SITE CLEARING 02230-1 j I g. All trees to be saved shall be marked with tape ID. Trunk and roots of these trees shall be protected by a suitable I "barrier"which extends to the tree drip line. I h. All debris from clearing and grubbing operations shall be disposed of off-site by this contractor. Burning of debris on-site will not be allowed. Ii. STRIPPING IA. All areas under buildings extending 5' five feet in all direction beyond the limits of these facilities shall be "stripped" of top soil, organics and other deleterious material. This stripping operation shall extend a minimum Idepth of 6" to 1' below existing grades unless noted otherwise in the Geotechnical report. IWalkways, roadways and parking areas and extending 5' in all directions beyond the limits of these facilities shall be stripped of top soil, organics and other deleterious materials per the Geotechnical Report. IB. Handlin g Pp of Stripped Materials I1. Top soil from stripping operation shall be stored on site for use in grassing operations. All materials not used in the project shall be hauled to the approved off site location. I 2. Organics, roots and other deleterious materials removed by the g � Y stripping operations shall be disposed of off-site by the contractor tin an approved manner. 3. Contractor shall provide all cost necessary to remove ground water Iincluding dewatering systems if necessary. Approval of Stripping IC. 1. After the completion of stripping operation, the site shall be inspected by the geotechnical consultant to observe any areas of I "unsuitable materials" which may remain in place after the stripping operation. If areas of "unsuitable materials" are encountered, these areas shall be excavated an additional 12 twelve I inches and these "unsuitable materials" shall be properly disposed of by the contractor. All areas of"unsuitable materials" removed shall be measured for payment as "in place" measurements. I2. All areas of under- cut shall be backfilled with suitable "general 1405-137 SITE CLEARING 02230-2 I fill" material provided from on-site and/or off-site by the contractor as approved by the Geotechnical Engineer. , 3. After stripping and under cutting is completed the entire stripped area shall be compacted until the soils at a depth of 12" achieve the ' requirements as listed in the Soils Report The Geotechnical Consultant.. This operation shall be observed by the geotechnical consultant and approved before the beginning of"rough grading" operation. j j j j j J j j j j j j 1405-137 SITE CLEARING 02230-3 I I 02310 GRADING IA. Rough grading includes the movement of suitable on-site material (cut and fill) within the limits of buildings, walkways, roadways, and parking areas I and yard areas to obtain appropriate subgrade levels as required for these areas. IB. FDOT Specifications All references in these technical specifications and on drawings refer to I FDOT Specifications as described in the Soils Report by Geotechnical Consultant. C. Placement of Material The operators of mechanical equipment shall be observed by a qualified I geotechnical technician. It is intended that subgrade soils shall have a net bearing capacity of not less than 2500 psf, at 2 foot or more below final grade and below bottom of foundation. This value shall be confirmed Iwith a penetrometer. If these values are not obtained, undercutting shall be performed as I directed by and as defined by the Geotechnical Consultant. (Refer to Paragraph E, which follows.) Undercut& Backfill ID. Undercut & Backfill of some "soft spots" may be required during the grading of on-site soils during the rough grading operations. IUndercut of "unsuitable materials", where authorized shall extend to a depth of eighteen inches (18"). Unsuitable material shall be disposed of Ioff-site. Undercut areas shall be measured for payment. Undercut area shall be backfilled with any of the following as approved by the Geotechnical Engineer. I1. Suitable On-Site Soil. 2. Suitable "General Fill". I3. Suitable "Select Structural Fill". This backfill shall be placed the same day as the excavation and shall be Icompacted to not less than 95%of Modified Proctor Density. Payment for the work shall include the following: Payment shall be "in I place" measurements. Backfill shall be "in place" compacted measurements and includes the following in the cubic yard in place cost. 1405-137 GRADING 02310-1 r j 1. Excavation. 2. Disposal of Unsuitable Material. 3. Furnishing and Placing Backfill to Grade. j E. Protection against erosion and standing water. All grading operations shall be performed in such manner that erosion will be prevented and accumulation of standing water will be prevented. F. Unsuitable or excess earth shall be disposed of on-site. J G. Restore to original grades and conditions all properties damaged by any activity related to the work and take adequate precautions to avoid settlement or cave-in of properties higher than site and silting, eroding or other damage to properties lower than site. H. In-place soils may be highly sensitive to moisture. Never allow water to stand or become trapped on a foundation subgrade area. Provide positive drainage to any excavated areas at all times. If subgrade becomes 3 saturated after undercutting, an additional amount of soil, to be determined by the Engineer, shall be removed at no cost to the Owner. j j j J 1405-137 GRADING 02310-2 I I 02315 EXCAVATION & FILL IA. General I Work under this paragraph shall include furnishing and placing of borrow fill material to bring the site, building area and roadway areas to the required subgrade elevation. IB. FDOT Specifications I All references in these technical specifications and on drawings refer to FDOT Specifications as specified in the Soils Report by the Geotechnical Consultant. IC. Materials Ii. "General fill" may be used in yard areas not under building or roadway areas. This general fill shall be friable granular soil including little or no organic matter and which can be spread and compacted by conventional earth moving equipment. This I material shall generally meet the requirements of FDOT Standard Specification. Additional requirement of this"general fill" shall be per the Geotechnical Report. I 2. "Select structural fill" shall be used for all areas under buildings g and all roadway areas to bring elevations up to required subgrade Ielevation. This select structural fill shall be clean fine sand with less than 5%fines. ID. Placement of Borrow Fill Material Placement of borrow fill shall be accomplished with standard earth I moving equipment and shall be spread in layers not exceeding 8 inches of thickness and compacted to not less than 95 percent of the soils Modified Proctor Density,ASTM D1557. IE. Protection Against Erosion and Standing Water I It shall be required that grading operations be performed in a manner to prevent the erosion of soils and to prevent the accumulation of standing water in any graded areas. Do all pumping as required to prevent the Iaccumulation of standing water. F. Compaction of Soils IAll compaction of soils shall be in accordance with Section 02335 of these I1405-137 EXCAVATION & FILL 02315-1 j r specifications and in accordance with the Geotechnical Report, which is included as part of this specification. �1 G. Placement of Soils I. Loosen existing soil for a depth of two inches (2") just before filling. 2. Do not place fill on frozen or frosty areas; or over debris, wood, or J foreign material. 3. Place all fills and backfill in layers not over ten inches (10") thick ,J and compacted per Section 02335. 4. Fill shall be compacted by approved equipment. J 5. Soil moisture shall be maintained within 2 percentage points of the laboratory optimum moisture content during construction. 6. Positive surface drainage shall be maintained during earthwork operations. Do all pumping as required to maintain dry conditions. 7. All soil compactors shall be in accordance with Section 02335 of these specifications and with the soils reports of the Geotechnical Consultants. EXCAVATION AND BACKFILL A. Furnish all labor, material and equipment necessary to complete all -1 excavating and backfilling as indicated on the drawings and specified herein. B. The items of work to be performed include, but are not limited to: Excavation and backfill for 1. Footings and other structures 3 2. Site utilities 3. Site drainage 4. Walls 5. Asphalt Paving C. Excavation Excavate to lines and elevations as necessary for the demolition and for removal down to and inclusive of foundations. Equipment and methods ' shall be suitable for the work at hand. Work shall conform to the 1405-137 EXCAVATION & FILL 02315-2 1 following unless indicated otherwise on the drawings. 1 1. Excavated material suitable for filling shall be separated from unsuitable materials. ' 2. Excavated material unsuitable for filling shall be removed from the construction site promptly, and disposed of. ' 3. Backfill to line and elevation, as necessary for proper construction of the work. Equipment and method shall be suitable for the work ' at hand. Work shall conform to the following, unless otherwise indicated on the drawings. a. Loosen existing soil for a depth of 2"just before filling. b. Do not place backfill in water, on muddy, frozen or frosty areas, or over debris, wood or foreign material. D. Backfill ' Backfill shall be laced in layers not exceeding ten inches (10") in P Y g thickness (loose) and compacted to not less than 98% Modified Proctor ' Density. Backfill shall be "Select Structural Fill" conforming to FDOT Standard ' Specifications with the additional requirement of the recommendations in the Soils Report. I 1 1405-137 EXCAVATION & FILL 02315-3 02335 SUBGRADE A. Scope of Work Furnish all labor, materials and equipment necessary to perform soil 3 compaction as indicated on the drawings and specified herein. B. Minimum Densities 1. The following minimum direction of compacting soils in this project shall be as follows: 3 a. Yard Area - 92%. b. Subgrade under buildings and traffic area- 98%. c. Structural fill and base course under building and foundations - 98%. 2. All densities shall conform to Modified Proctor Density/ASTM J D1557. 3. Compaction of soils shall be performed in accordance with the 3 report of the Geotechnical Consultant which is included as part of these specifications. C. Field Test Field density tests to check compaction compliance shall be conducted in all fill areas at a frequency of one per 2500 square feet of fill per lift. Testing will be the responsibility of the Contractor to coordinate with the Geotechnical Consultant. The cost of testing shall be paid by the Owner. GEOTECHNICAL REPORT 3 A comprehensive Geotechnical Investigation has been performed by the Owner's Geotechnical Consultant. 3 This investigation was performed by Tierra South Florida. The report of this investigation is included in its entirety herein, as part of these Contract Documents, at the end of Division 2. j j 1405-137 - SUBGRADE 02335-1 I II 1 02360 SOIL TREATMENT IA. Scope IiQualifications: Treatment shall be performed by an experienced . pest control operator registered and licensed in accordance with the regulations of the State of Florida. I2. Guarantee: Ia. The Owner shall receive a written subterranean Termite Protection Contract with an effective date commencing on the date of Substantial Completion. Ib. This Protection Contract shall be in full force for 12 months from Substantial Completion and is guaranteed in accordance with the terms of the Contract, renewable Iannually, at Owner's option, for the lifetime of the new structure(non-cancellable except by Owner). Ic. The Termite Protection Contract shall provide for regular preventative inspections and any subsequent treatment needed. Any new subterranean termite damage done to the new structure or contents after the effective date of this Protection Contract shall be corrected at no additional cost to the Owner (except the annual renewal fee) up to I $50,000.00. d. The Pest Control Operator shall provide the General IContractor proof that there are adequate financial resources to fulfill the above contract terms. 1 B. Materials Chemicals in Current Use, approved by E. P. A. shall be submitted for Iapproval with proper application information prior to starting work. Application for Sand/Clay Material IC. 1. General: The following rates and location of application may be adjusted for job conditions to provide the cited guarantee. If 1 application adjustment is indicated, advise the Contractor and the Engineer/Architect. Application of chemical shall not be in conflict with procedures indicated on the product label or the EPA. I2. Do not begin soil poisoning work until all soil preparations for slab 1 1405-137 SOIL TREATMENT 02360-I I j j placement and backfill have been completed. Do not apply soil poison when surface water is present. 3 3. Under New Slabs: Treat fill under all new concrete floor slabs at the rate of 1-gallon per 10 square feet of area. 4. New Foundation Walls: Treat each uniformly on both sides of all exterior and interior foundation walls with the solution in a one foot wide strip at the rate of 2-gallons per linear feet of walls. 3 Treat voids in unit masonry at the rate of 1-gallon per linear feet with treatment made at or near the footings. 5. Below Slab at expansion and control joints, conduit, pipes, etc., apply 2 gal./51f. 3 3 3 3 3 3 I 3 I I 3 3 1405-137 SOIL TREATMENT 02360-2 3 I I 02630 STORM DRAINAGE IA. Scope of Work I Furnish all labor, material and equipment necessary to complete all new drainage piping, drainage structures and curbs as shown on the plans or specified herein. Type of drainage pipe shall be as shown on drawings. IB. Permits and Codes I All new work shall comply with all applicable codes and regulations including the requirements of the City of Atlantic Beach& FDOT. C. Materials 1. Drainage Castings ICastings shall be of gray iron conforming to requirements of ASTM C-48, Class 30, unless specified elsewhere. All frames and covers shall be "heavy duty", "traffic bearing" type. (H-20 ILoading). 2. Drainage Stone I Shall be #57 washed concrete gravel with less than 5% passing a g P g #200 sieve. IC. HDPE Pipe IHigh Density Polyethylene (HDPE) Storm sewer pipe shall be ADS N-12 or approved equal. The prescribed sized of pipe or nominal inside diameters. Pipe sizes Ishall be of the size and length as shown on the plans. The product supplied under this specifications shall be high density I polyethylene pipe with a corrugated exterior and smooth interior for 12" to 36:@ diameters meeting AASHTO M294-96 (Type S). I All material shall meet ASTM D3350 resin cell classification 335420C. Flow calculations shall be based on Mannings An® value of 0.012. IJoints shall consist of a bell and spigot type joint with an 0-ring rubber gasket meeting ASTM F477 place on the spigot end. At I least two (2) corrugations of the spigot end must insert into the bell end. Pipe fittings shall conform to AASHTO M294 or as designed I1405-137 STORM DRAINAGE 02630-1 by the Engineer. 4. Concrete Pipe All concrete drainage pipe shall be reinforced concrete pipe, Class III, conforming to FDOT Specifications. Joints for storm drainage piping shall be factory made compression joints, conforming to ASTM Specification C-443. , 5. PVC Pipe - Ribbed PVC Drainage Pipe ULTRARIB PVC Gravity Storm Drain Pipe shall meet the requirements of ASTM F794, and shall be as manufactured by UPONOR ETI Co.,or an approved equal. Pipe shall have a smooth interior and manning flow coefficient of ' not less than 0.012. Pipe shall have an Aimpact resistance@ and a Astiffness@ not less 1 than required by AASHTO M304. Joints for ULTRARIB PVC shall be slip on type with a rubber gasket meeting the requirements of ASTM F477. Fittings as manufactured by the UPONOR ETI Co. Shall be used Ist for correcting sections of piping system. 6. Concrete-See Division 3. D. Trench Excavation, Bedding and Backfill for Drains 1. Trenching-Trenches for drain piping shall proceed along the lines and grades shown on the drawings. Width of trenches at any point below the centerline of the pipe shall not be greater than twelve inches (12"), plus the outside diameter of the pipe. Trench shall be sloped, braced, or sheeted sufficiently to prevent caving in of trench walls. Care shall be taken not to undercut desired bottom of pipe trench. In the event undercutting of the trench occurs, the Contractor shall provide structural backfill to bring trench bottom to its proper grade. Provide all pumping necessary for keeping trenches in a dry condition. 2. Removal of Unstable Materials - Where wet or otherwise unstable I soil, incapable of properly supporting pipe is encountered, such 1405-137 STORM DRAINAGE 02630-2 I I material shall be removed to depth required and replaced to the I proper grade with structural fill material, and compacted as provided herein. I 3. Bedding - The bedding surface for the pipe shall provide a firm foundation of uniform density throughout the entire length of the pipe. The pipe shall be bedded carefully in a soil foundation I shaped to match the outside diameter of the pipe for a minimum of 25% of the height of the pipe laid flat. All pipe bedding shall be tamped. Bell holes and depressions for joint shall be only of such I length, depth and width as required for properly making the particular type of joint. I 4. Backfilling - After pipe has been placed in bedding and the pipe joints have been completed, selected material from excavation or borrow shall be placed along both sides of the pipe in layers not to I exceed six inches (6") in depth. The Backfill shall be brought up evenly on both sides of the pipe for its full length, and shall be thoroughly compacted with hand or mechanical tampers. The I Backfill and compaction effort shall be repeated to a minimum cover of twelve inches (12") lifts and compacting by hand or mechanical tampers. Trench Backfill shall be compacted to not Iless than 95% Standard Proctor Density(ASTM D-698). E. Pipe Laying 1 1. Drain Piping shall be carefully laid to lines and grades indicated. Any pipe which is not true in alignment or which shows settlement after laying, shall be taken up and relaid at Contractor's Expense. IInterior of pipes shall be kept clear of debris as work progresses. No pipe shall be laid which is cracked, checked, spalled or otherwise damaged or which in any way fails to meet requirements I of these specifications and all such rejected pipe shall be immediately and permanently removed from the site. Laying of drain pipe shall be started at outlet ends and proceed upgrade. I2. When a section of drain pipe is installed and prior to backfilling, pipes shall be visually inspected internally by "flashing" with I mirrors or by strong spotlight. Any evidence of poor alignment, settlement or leakage shall be corrected by Contractor. II3. Trench Excavation, Bedding and Backfill: I Trench excavation, bedding and backfill shall be in accordance with paragraph 2.4. 1405-137 STORM DRAINAGE - 02630 3 I F. RCP and HDPE Installation In addition to installing the pipes per the manufacturer=s specifications, each pipe joint shall be completely wrapped externally with a non-woven filter fabric. The fabric shall be tightly laid against the pipe and shall extend 2' on either side of joint. The fabric shall be overlapped a minimum of 12", with the seam located at the top of the pipe. The overlapped fabric shall be securely attached to each other by stitching the fabric or epoxy the fabric together. The fabric shall be AMOCO 4506 or approved equal. 3 1 1 1 I 1 1 I 1405-137 STORM DRAINAGE 02630-4 I I 02700 BASES, BALLASTS, PAVEMENTS & APPURTENANCE ' A. Scope of Work: ' The Contractor shall perform all necessary items of work to complete Paving and Surfacing as shown on the plans and specified herein. Contractor shall meet all requirements per Geotechnical Report prepared ' by Tierra South Florida. B. Materials ' 1. Subgrade material shall be compacted "Select Structural Fill". Where existing subgrade is found to be "unsuitable" such material shall be removed to a depth of not less than one foot (1') and replaced with soils equal to "Select Structural Fill". 2. Base Course - Asphalt paved areas shall receive a base course of "Lime Rock" with a minimum LBR of 100% in accordance with FDOT Standard Specification. Base courses shall be placed and 1 compacted to a minimum thickness as indicated on the contract documents. These base courses shall be placed on a prepared subgrade. 1 3. Bituminous Binder Course shall be "Bituminous Concrete Binder Layer" in accordance with FDOT Type S-111 Standard Specification. A minimum Marshall Stability of 1200 psi shall be ' required. Place binder layer to the thickness shown on the plans. 4. Bituminous Wearing Surface Pavement - shall be "Bituminous Concrete Wearing Surface" in accordance with FDOT Standard Specification Type S-111 or S-1. The job mix shall have a Marshall stability of not less than 1500 pounds and shall be placed to a thickness as shown on the plans. 5. Concrete paving,. curbs and sidewalks shall be as indicated on the drawings and in accordance with Division 3 Concrete. 6. Paint Striping and marking shall be paint (Class I) Reflective (Type A) materials. Traffic marking materials shall meet the material requirements of FDOT Standard Specification. Construction requirements for the striping and markings shall be in accordance with FDOT Standard Specification entitled "Traffic Stripe" and "Traffic Control Markings and Legends", respectively. I 1405-137 BASES, BALLASTS, PAVEMENTS, & APPURTENANCE 02700-1 C. Construction Requirements Construction requirements, including placement methods and compaction 3 shall conform to the requirements of FDOT Standard Specification. j j j j j j j j j j j r j 3 1405-137 BASES, BALLASTS, PAVEMENTS, & APPURTENANCE 02700-2 I I I 02810 IRRIGATION SYSTEM IA. The Contractor shall design, furnish and install a complete irrigation system and controls. IB. This Contractor shall furnish and install the irrigation tap, meter and all PVC, Schedule 40, sleeves under walkways and roadways, where shown Ion the plans. Sleeves shall extend 3 feet beyond pavement. C. Materials for sleeves shall be Schedule 40 PVC, Glue Joint Pipe & I Couplings. Sleeves shall be 4 inch diameter. All sleeves shall have removable plugs at each end for removal by Owner. I D. Irrigation sleeves shall have 18 inches to 24 inches of cover to finish grade. I E. Sleeves shall be installed in the same manner as specified for storm drain piping. I F. The Control System shall be located inside the building at the main electrical panel and shall be housed in a lockable assembly. I I I I I I I I - Y 1405 137 IRRIGATION 02810-1 S I I 02870 LITTER RECEPACLES A. SCOPE OF WORK Includes installing 2 Litter Receptacles to be provided by Dollar Tree as specified. See 3 plans for exact location of installation. B. MATERIALS 3 All materials will be ordered by Dollar Tree for contractor installation. C. INSTALLATION Receptacles shall be anchored into the sidewalk with 3/4"anchor bolts. Anchor bolts shall be set in epoxy with 3" minimum embed into concrete. 1 I j j 1 j j j A 1405-137 LITTER RECEPTACLES 02870-1 I t 02871 JOBSITE CONSTRUCTION CAMERAS A. SCOPE OF WORK I Includes ordering& installing 6 megapixel jobsite construction cameras from OxBlue as described below. The contractor shall include in his bid a Lump Sum of$3,980 for a 4 month rental with optional $995/month extension as required to complete the job. I1. UPON AWARD OF THE PROJECT: a. Submit project information at www.oxblue.com/order I b. Contractor shall provide 110v temporary power or suitable alternative power at the camera prior to commencing construction. OxBlue to provide cellular data connectivity. c. Procure camera by signing an OxBlue quote and agree to give full image access to Dollar Tree Stores. I . 2. PRIOR TO COMMENCING CONSTRUCTION: a. Order camera a minimum of 10 days prior to commencing construction. Orders submitted less than 10 days prior to construction shall require a$250 I expediting fee. b. Camera shall be installed, tested and fully functional prior to commencing construction. Contractor shall maintain power to the camera and ensure the I camera is functional for the entire duration of the project. c. Install camera a minimum of 12' above finished floor elevation (higher preferred)and in a location which provides an unobstructed view of the site. 1 3. AFTER COMPLETION OF CONSTRUCTION: a. Return camera and all accessories to OxBlue within 7 days of completing I project. Shipment must use original OxBlue packaging materials. Insure package for$4,000. II B. SUPPLIER Requirements & pricing is subject to change. Contact OxBlue with any questions. OxBlue Corporation 814 Bellemeade Ave NW Atlanta, GA 30318 (888) 849-2583 (404) 917-0200 Ijpschaaf @oxblue.com 1 I II 1405-137 J OBSITE CONSTRUCTION CAMERAS 02871-1 02890 TEMPORARY SITE SIGNAGE A. SCOPE OF WORK J Includes constructing& installing a frame for a 4' high x8' wide"Dollar Tree Coming Soon" sign on a portable wood frame sled. Sign will be provided by Dollar Tree for 3 contractor installation. B. MATERIALS Frame shall be constructed of PT 2x4s & 1/2"treated plywood. 4'x8' opening shall be clad with plywood for anchoring of banner.All framing material shall be screwed for disassembly. C. INSTALLATION „I Sign shall be installed on frame by contractor. Sign & frame shall be maintained in good 3 condition for the duration of construction and set in a location that maximizes visibility. Sign& frame shall be removed at completion of project and upon store opening at store manager's approval. j 2x4 FRAME 1/2"TREATED j PLYWOOD j'll I I II II I vii II II l a I 1 II II 1 k. "' 1 1 II 11 1 Zo iii CQ N t 1 2 ail 1-0" 2'-O" 2'-0" 2'-0" 2x STRONGBACK i 8'-0" 3'-9112" ,i . j al 1405-137 TEMPORARY SITE SIGNAGE 02890-1 I 02900 PLANTING IA. Scope of Work The work covered by this section includes furnishing all labor, material and I equipment and incidentals necessary for grassing and soil preparation within the limits shown on the drawings. All disturbed areas shall be solid sod. Temporary stabilization may be seeded and mulched. IB. Material 1 1. Topsoil - The Contractor shall place topsoil over the area to be grassed or landscaped. Topsoil shall be the best available soils from the stockpile on the project site. Material shall be free from roots or other materials which I may be harmful to plant growth. The areas to receive topsoil shall first be brought to approximate grade and line and shall be approved prior to commencement of the top soiling operations. Where insufficient topsoil is I not available provide an approved topsoil from off-site. Topsoil shall be 2 inch minimum thickness. 1 2. Solid Sod Provide strongly rooted sod, inspected and found free of diseases, not less Ithan two (2) years old and free of weeds and undesirable native grasses. a. Provide only sod capable of growth and development when planted I (viable, not dormant). b. Sod shall be machine cut at a uniform minimum soil thickness of I 5/8" at the time of cutting. Measurement for thickness shall exclude top growth and thatch. Thatch shall be a maximum of 1/2", uncompressed. Ic. Individual pieces of sod shall be cut to the supplier's standard width and length. Broken pads, torn pads, or pads with uneven Iends shall not be acceptable. 3. Seed - All seed used shall be labeled in accordance with U.S. Department I of Agriculture Rules and Regulations under the Federal Seed Act in effect on the date of Invitation for Bids. All seed shall be furnished in sealed standard containers, unless exception is granted in writing by the I Engineer/Architect. Seed which have become wet, moldy, or otherwise damaged in transit or in storage will not be acceptable. Seed shall conform to the requirements of Federal Specification JJJ-S-181. Type of Iseed shall be Common to the area at a rate of 30 lbs. per acre, unhulled. 4. Lime - Lime shall be ground agricultural lime-stone containing not less I than 85% of total carbonates and shall be ground to such fineness that at least 50% will pass through a 100-mesh sieve and at least 90% will pass through Ia 20-mesh sieve. Coarser material will be acceptable provided the 1405-137 PLANTING 02900-1 specified rate of application are increased proportionately, on the basis of quantities passing the 100-mesh sieve, but no additional payment will be made for the increased quantity. Apply loose at the rate of 2000 lbs. per 3 acre. 5. Water- Water shall be free from oil, acid, alkali, salt and other substances harmful to growth of grass. The source shall be subject to the approval of the Engineer prior to use. 6. Fertilizer - Initial Application of fertilizer shall be 8-8-8, uniform in composition, free-flowing and suitable for application with approved equipment, delivered to the site in bags or other convenient containers, each fully labeled, conforming to the applicable State Fertilizer Laws, and bearing the name, trade name or trademark, and warranty of the producer. Apply fertilizer at the rate of 1,000 lbs. per acre. 7. Mulch -Mulch shall be hay, straw, or approved biodegradable netting. 8. Water and maintain sod and seed areas until completion of the project. 2 3 3 11 3 3 3 2 r 3 1405-137 PLANTING 02900-2 j 0 PMI ENVIRONMENTAL Risk Well Managed Environmental & Engineering Services Nationwide VOW r ENVIRONMENTAL SERVIC BUILDING ARCHITECTURE, ' ENGINEERING&SCIENCE PRE-DEMOLITION ASBESTOS INDUSTRIAL HYGIENE SERVICES CONTAINING MATERIALS SURVEY BROWNFIELDS&ECONOMIC — INCENTIVES CONSULTING 2321 Mayport Road I Atlantic Beach, Florida PM Project Number 18-3242-2 is Prepared for: CDA Holdings, LLC LOne Columbus Center, Suite 600 Virginia Beach, Virginia 23462 L Prepared by I Know Your Risk. Take Control. PM Environmental, Inc. Work with the Experts. 2131 Hollywood Boulevard, Suite 503 Hollywood, Florida 33020 00 www.pmenv.com Imo Tampa Miami Orlando i 4897 W.Waters Ave., 2131 Hollywood Blvd., 801 International Pkwy., Suite C Suite 503 Suite 500 PA/II 0 Tampa,FL 33634 Hollywood,FL 33020 Lake Mary,FL 32746 ENVIRONMENTAL f 877.884.6775 f:877.884.6775 f.877.884.6775 wi Risk Weft Managed t 813.731.1177 t:954.924.1801 t:800.313.2966 November 12, 2014 mit Mr. D. Richard Bushey CDA Holdings, LLC One Columbus Center, Suite 600 u` Virginia Beach, Virginia 23462 Re: Pre-Demolition Asbestos Containing Materials Survey • For the Proposed Dollar Tree Property Located at 2321 Mayport Road in Atlantic Beach, Florida PM Environmental, Inc. Project No. 18-3242-2 or Dear Mr. Bushey, PM Environmental, Inc. (PM) was retained by CDA Holdings, LLC to perform a NESHAP compliant Asbestos Inspection of the Proposed Dollar Tree property located at 2321 Mayport Road in Atlantic Beach, Florida that is scheduled for demolition. The inspection for asbestos containing materials (ACM) was performed in accordance with 40 CFR 61 (NESHAPs or National Emissions Standards for Hazardous Air Pollutants) and followed the sampling requirements specified in 40 CFR 763 (AHERA or the Asbestos Hazard Emergency Response Act) in preparation for the building's demolition/renovation. Ms. Candace E. Chin Fatt (AHERA Certified Building Inspector, Certification No. 156256) of PM inspected the buildings and collected samples on August 15, 2014. AHERA considers "Asbestos Containing Materials" or ACM as materials containing more than one percent asbestos. According to NESHAP, all friable regulated asbestos-containing materials (RACMs) must be removed from a facility being demolished or renovated before any wrecking or dismantling that would break up the materials. RACM is defined as friable asbestos containing material or materials that may become friable if subjected to sanding, grinding, cutting, or abrading during demolition. RACM also includes asbestos containing materials with a high possibility of becoming crumbled, pulverized, or reduced to a powder during construction. ACM, which is determined to be non-friable asbestos containing material, must be classified as Category I or Category II non-friable asbestos. This classification then determines, based on handling procedures, whether the material must be removed prior to renovation or demolition _ and the preferable means to remove the ACM. The subject property is occupied by an approximate 900 square foot single-story convenience store building and an approximate 325 square foot storage and restroom building. The convenience store interior consists of ceramic tile floor, metal sheet and gypsum board panel walls, and suspended ceilings (ceiling tile) present throughout the building. The interior of the storage and restroom building consists of ceramic and vinyl floor tile, gypsum board walls, and suspended ceilings (ceiling tile). The exterior of both buildings consists of poured concrete and cinderblock walls with a flat membrane rolled asphalt roof. ASBESTOS SITE INSPECTION/METHODOLOGY According to AHERA, suspect asbestos containing materials are categorized as thermal, surfacing, or miscellaneous materials. AHERA requires that at least three samples of thermal S ENVIRONMENTAL & ENGINEERING SERVICES NATIONWIDE I WWW.PMENV.COM I 1.800.313.2966 or I Pre-Demolition Asbestos Inspection for the Proposed Dollar Tree Property I Located at 2321 Mayport Road in Atlantic Beach, Florida PM Environmental, Inc. Project Number 18-3242-2, November 12, 2014 materials (i.e. pipe wrap) must be collected and analyzed. Surfacing materials (i.e. plaster, I textured ceiling material, fireproofing, etc.) samples need to be collected according to the quantity present. If less the 1,000 square feet is present, a minimum of three bulk samples must be collected and analyzed. If between 1,000 and 5,000 square feet is present, a minimum I of five bulk samples must be collected and analyzed. If greater than 5,000 square feet of the material is present, a minimum of seven samples needs to be collected. According to AHERA, Miscellaneous materials (i.e. floor tile, mastics, roofing materials, drywall, ceiling tile, etc.) need Ito be sampled "in a matter sufficient to determine" which is determined by the inspector. PM collected samples of suspect ACM throughout the entire building. PM entered all accessible areas and performed visual inspection for suspect materials as well as performed some invasive Iinspection into wall and ceiling cavities. Sampling for ACM was conducted within homogenous areas, defined as suspect asbestos containing building materials that appear to be similar based on color, texture, and date of application or installation. IASBESTOS SURVEY RESULTS I PM collected a total of 48 samples from 16 different homogenous areas. The samples were placed inside laboratory provided sealed bags and submitted to EMSL Analytical, Inc. of North Miami Beach, Florida under chain of custody for Polarized Light Microscopy (PLM) laboratory analysis. Analytical results are attached. Results are summarized below: ITable No. 1: Summary of Asbestos Bulk Sample Results ISample Id. Material Type Location Condition Estimated % Asbestos I HA1:1-3 Floor Tile -Green Interior– Good 100 SF None Convenience store Detected HA2:1-3 Floor Tile-White Interior– Good 600 SF None 1 Convenience store Detected HA3:1,1A,2 Floor Tile–Tan and Interior– Good 200 SF None I ,2A,3,3A Mastic Convenience Store Detected HA4:1-3 Ceiling Tile Entire Interior– Good 900 SF None Convenience Store Detected IHA5:1-3 Tile Grout Entire Interior– Good 900 SF None Convenience Store Detected — I HA6:1-3 Baseboard Mastic Sales counter Good 25 LF None Detected I HA7:1 3 Roof Roof–Convenience Good 900 SF None store Detected HA8:1 3 Gypsum wallboard Entire Interior– Good 1,400 SF None Convenience store Detected 1 PM Environmental, Inc. Page 2 I Pre-Demolition Asbestos Inspection for the Proposed Dollar Tree Property Located at 2321 Mayport Road in Atlantic Beach, Florida PM Environmental, Inc. Project Number 18-3242-2, November 12, 2014 Sample Id. Material Type Location Condition Estimated % Asbestos 1 No. Quantity HA9:1,1A,2 Concrete brick and Exterior Wall Good 700 SF None ,2A,3,3A grout Detected HA10:1-3 Roof Roof—Storage and Good 325 SF None bathroom building Detected also HA11:1-3 Ceiling tile Storage Room Interior Good 125 SF None Detected HAl2:1,1A, Floor Tile—grey and None .r 2,2A,3,3A Mastic Bathroom Interior Good 200 SF Detected HA13:1-3 Gypsum Wallboard Storage Room and Good 900 SF None Bathroom Interior Detected HA14:1,1A, Vinyl Floor Tile and None 2,2A,3,3A Mastic Storage Room Good 125 SF Detected HA15:1-3 Floor Tile Grout Bathroom Good 200 SF None Detected HA16:1,1A, Concrete Brick and Exterior Wall—Storage Good 820 SF None 2,2A,3,3A Grout and Bathroom Building Detected aso Notes: HA—Homogenous Area;LF-Linear Feet;SF—Square Feet The highest percentage of asbestos identified by the laboratory was reported within the table. The results of the laboratory datasheets indicate that none of the sampled and analyzed suspect ACM was identified to contain asbestos in concentrations that exceed the analytical method detection limits. As noted in the summary table, the suspect ACM was also assessed to be in good condition at the time of the inspection. CONCLUSIONS AND RECOMMENDATIONS: Based on the results of the ACM Survey, the following conclusions and recommendations were identified and are presented below. • A total of 48 bulk materials samples from 16 separate homogeneous areas of suspect ACM were identified during the conduction of the survey. Analytical results showed all sampled building materials to be non-asbestos containing. PM notes that if additional materials that could be considered suspect ACM are identified during demolition activities, that these materials should be sampled to determine their characteristics (i.e. whether they must be treated as ACM or not) or presumed to be ACM and handled accordingly prior to their removal and disposal. PM's reporting of quantities of materials are to be interpreted as good faith estimates for contractors inspecting and bidding on project abatement and/or demolition activities; however, contractors should use their own estimates of material quantities as a basis for their project cost estimates. PM Environmental, Inc. Page 3 r Pre-Demolition Asbestos Inspection for the Proposed Dollar Tree Property Located at 2321 Mayport Road in Atlantic Beach, Florida PM Environmental, Inc. Project Number 18-3242-2, November 12, 2014 This report has been reviewed for its completeness and accuracy. Please feel free to contact our office at (954) 924-1801 to discuss this report. REPORT PREPARED BY: REPORT REVIEWED BY: PM Environmental, Inc. PM Environmental, Inc. 1 O Candace E. Chin Fatt Jon M. Balsamo Project Manager Manager— Industrial Hygiene Services Certification No. 156256 eo'/- John M. Stump, P.G. Florida Licensed Asbestos Consultant FLAG No. AX42 jAPPENDICES Appendix A: Photo Log Appendix B: Laboratory Analytical Data and Chain of Custody Documentation Appendix C: Inspector Building Inspector Certificate Appendix D: Florida Asbestos Consultant License Appendix E: Laboratory NVLAP Certification I I I PM Environmental, Inc. 1 Page 4 I I t Appendix A PMEnvironmental & Engineering ENVIRONMENTAL Services 3 t Photographs From Site Reconnaissance 1 p� PM Project No. 18-3242-2 ENVIRONMENTAL Location: 2321 Mayport Road, Atlantic Beach, Florida k Photograph 1 I Y. _- I , n � ;C < 4, as I 4 B. • r10 Interior view of the subject property. I I i II Photograph 2 IL. . • ilk ` ', k:-�—'IP y yy SIC £ ' '. ,I.:, View of the floor tile at the subject property. I I pNif Photographs From Site Reconnaissance PM Project No. 18-3242-2 ENVIRONMENTAL Location: 2321 Mayport Road, Atlantic Beach, Florida Photograph 3 INN §1Ano« 4 ras* Interior view of the subject property. wr• Photograph 4 View of ceiling at the subject property. S PM Photographs From Site Reconnaissance t` PM Project No. 18-3242-2 oppv ENVIRONMENTAL Location: 2321 Mayport Road, Atlantic Beach, Florida li Photograph 5 I I I I j It 'f R . � ' � �' 1 �".. View of the roof at the subject property. I \. w I .1 I Photograph 6 I _____ _. i _ # ______ _ Storage and Bathroom building at the subject I al f property. At pJIJ Photographs PM pro j From Site Reconnaissance Project No. 18-3242-2 0 ENVIRONMENTAL Location: 2321 Mayport Road, Atlantic Beach, Florida Photograph 7 Interior view of the bathroom at the subject property. ti 2 r ,„ .ref,yp'",,' a Y t if Photograph 8 {RR • Interior view of the storage room at the subject • property. q iYri ..A t 1 1 1 1 1 t 1 Appendix B 1 1 PM t 1 1 1 Environmental & Engineering ENVIRONMENTAL Services i 1 EMSL Analytical, Inc. EMSL Order: 171405320 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD: PME5OB Phone/Fax: (305)650-0577/(305)650-0578 CustomerPO: http://wwa.EMSL corn miamilab(a)emsl.com ProjectlD: .r Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax: 2131 Hollywood Boulevard Received. 10/21/14 11:45 AM Suite 503 Analysis Date: 10/22/2014 Hollywood, FL 33020 Collected: 10/16/2014 ti.r Project: 18-3242-2 Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type HA1-1 Floor Tile Green 100% Non-fibrous(other) None Detected 171405320-0001 Non-Fibrous Homogeneous HA1-2 Floor Tile Green 100% Non-fibrous(other) None Detected 171405320-0002 Non-Fibrous Homogeneous HA1-3 Floor Tile Green 100% Non-fibrous(other) None Detected 171405320-0003 Non-Fibrous Homogeneous HA2-1 Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0004 Non-Fibrous Homogeneous HA2-2 Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0005 Non-Fibrous Homogeneous HA2-3 Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0006 Non-Fibrous Homogeneous HA3-1 Floor Tile Tan 100% Non-fibrous(other) None Detected 171405320-0007 Non-Fibrous Homogeneous HA3-1A Mastic Tan 100% Non-fibrous(other) None Detected 171405320-0007A Non-Fibrous Homogeneous Analyst(s) �„l,`�L,�;�'C.�,� Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full.without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government. Non-friable organically bound materials present a problem matnx and therefore EMSL recommends graNmetnc reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy.precision and uncertainty data available upon request.Unless requested by the client,building matenals manufactured with multiple layers(i.e.linoleum.wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.N Miami Beach.FL NVLAP Lab Code 200204-0 Initial report from 10/22/2014 15:32:17 j Test Report PLM-7.28.9 Printed: 10/22/2014 3:32:17 PM 1 EMSL Analytical, Inc. EMSL Order: 171405320 Y 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD. PME5OB Phone/Fax: (305)650-0577/(305)650-0578 CustomerPO: ,,r htto://www,EMSL.corn miamiiabc)emsl corn ProjectlD: Ann: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax: 2131 Hollywood Boulevard Received. 10/21/1411.45 AM Suite 503 Analysis Date: 10/22/2014 Collected: 10/16/2014 Hollywood, FL 33020 Project: 18-3242-2 I Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-93/116 Method using I Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type I HA3-2 Floor Tile Tan 100% Non-fibrous(other) None Detected 171405320-0008 Non-Fibrous Homogeneous I I HA3-2A Mastic Tan 100% Non-fibrous(other) None Detected 171405320-00084 Non-Fibrous Homogeneous I HA3-3 Floor Tile Tan 100% Non-fibrous(other) None Detected 171405320-0008 Non-Fibrous Homogeneous HA3-3A Mastic Tan 100% Non-fibrous(other) None Detected 171405320-00094 Non-Fibrous Homogeneous HA4-1 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 11 171405320-0010 Fibrous Heterogeneous HA4-2 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 171405320-0011 Fibrous Heterogeneous HA4-3 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 171405320-0012 Fibrous I Heterogeneous HA5-1 Tile Grout Brown 100% Non-fibrous(other) None Detected 1714053200013 Non-Fibrous Homogeneous I a /�/aS L Analysts) '✓J/r�(�i G t"r7 W ' EKdgar i RodriWallguez(30)(33) Kimberly Wallace.Laboratory Manager m ace or other approved signatory EMSL maintains liability fmiled to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full.without written approval by EMSL. EMSL bears no I responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results am the responsibility of the client. This report must not be used by the client to claim product certification,appmval,or endorsement by NVLAP,NIST or any agency of the federal government. Non-liable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request.Unless requested by the client.building materials manufactured with multiple layers(re.linoleum.wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical.Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 PP Initial report from 10/22/2014 15:32:17 Test Report PLM-7.28.9 Printed:10/22/2014 3:32:17 PM 2 EMSL Analytical, Inc. EMSL Order 171405320 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD. PME5OB Phone/Fax: (305)650-0577/(305)650-0578 CustomerPO. htto'//www.EMSL corn miamilabt 5emsl corn ProjectlD: J Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax 2131 Hollywood Boulevard Received. 10/21/14 11:45 AM Suite 503 Analysis Date: 10/22/2014 Collected: 10/16/2014 Hollywood, FL 33020 Project: 18-3242-2 Test Report: Asbestos Analysis of Bulk Materials via EPA 600 1R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type HA5-2 Tile Grout Brown 100% Non-fibrous(other) None Detected 171405320-0014 Non-Fibrous Homogeneous HA5-3 Tile Grout Brown 100% Non-fibrous(other) None Detected 171405320-0015 Non-Fibrous Homogeneous HA6-1 Baseboard Mastic White 100% Non-fibrous(other) None Detected 171405320-0016 Non-Fibrous Homogeneous HA6-2 Baseboard Mastic White 100% Non-fibrous(other) None Detected 171405320-0017 Non-F I brou S Homogeneous HA6-3 Baseboard Mastic White 100% Non-fibrous(other) None Detected 171405320-0018 Non-Fibrous Homogeneous HA7-1 Roof Material Black 20% Cellulose 80% Non-fibrous(other) None Detected 171405320-0019 Non-Fibrous Heterogeneous HA7-2 Roof Material Black 20% Cellulose 80% Non-fibrous(other) None Detected 171405320-0020 Fibrous Heterogeneous HA7-3 Roof Material Black 100% Non-fibrous(other) None Detected 171405320-0021 Non-Fibrous Heterogeneous �7 /�/a CW�cc t Analyst(s) �"r7' Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains lia■lity limited to cost of analysis This report relates only to the samples reported and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection acti,ities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification,approval.or endorsement by NVLAP,NIST or any agency of the federal government. Non-friable organically bound matenals present a problem matrix and therefore EMSL recommends grammetric reduction prior to analysis. Samples received in good condition unless otherwise noted Estimated accuracy,precision and uncertainty data available upon request Unless requested by the client,building matenals manufactured with multiple layers(i.e.linoleum.wallboard,etc)are reported as a single sample Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.N.Miami Beach.FL NVLAP Lab Code 200204-0 Initial report from 10/22/2014 15:32:17 Test Report PLM-7.28.9 Printed: 10/22/2014 3:32:17 PM 3 EMSL Anal tical Inc. EMSL Order: 171405320 Y 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD: PME5OB I Phone/Fax (305)650-0577/(305)650-0578 CustomerPO: htto://www.EMSL.com miamilalemsl corn ProjectlD: I Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax 2131 Hollywood Boulevard Received: 10/21/14 11:45 AM Suite 503 Analysis Date: 10/22/2014 Hollywood, FL 33020 Collected: 10/16/2014 Project: 18-3242-2 I Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-93/116 Method using I Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % TYPe I HA8-1 Gypsum Walboard Brown 25% Cellulose 75% Non-fibrous(other) None Detected 171405320-0022 Fibrous Heterogeneous I HA8-2 Gypsum Wallboard Brown 25% Cellulose 75% Non-fibrous(other) None Detected 171405320-0023 Fibrous Heterogeneous I HA8-3 Gypsum Wallboard Brown 25% Cellulose 75% Non-fibrous(other) None Detected 171405320-0024 Fibrous Heterogeneous HA9-1 Concrete Brick Beige 100% Non-fibrous(other) None Detected ' 171405320-0025 Non Fibrous Homogeneous HA9-1A Grout White 100% Non-fibrous(other) None Detected I 171405320-0025A Non Fibrous Homogeneous HA9-2 Concrete Brick Beige 100% Non-fibrous(other) None Detected 1 171405320-0026 Non Fibrous Homogeneous HA9-2A Grout White 100% Non-fibrous(other) None Detected 171405320-0026A Non Fibrous I Homogeneous HA9-3 Concrete Brick Beige 100% Non-fibrous(other) None Detected 171405320-0027 Non Fibrous Homogeneous I Analyst(s) .�G%Jr ike. i * waXa L Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced.except in full,without written approval by EMSL. EMSL bears no Iresponsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification.approval,or endorsement by NVLAP,NIST or any agency of the federal govemment. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gra imetnc reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 I ( Initial report from 10/22/2014 15:32:17 ) 1 Test Report PLM-7.28.9 Printed:10/22/2014 3:32:17 PM 4 EMSL Analytical, Inc. EMSL Order: 171405320 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD: PME5OB Phone/Fax: (305)650-0577/(305)650-0578 CustomerPO: http://www.EMSL corn miamilab @emsl.com ProjectlD: Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax: 2131 Hollywood Boulevard Received. 10/21/14 11:45 AM Suite 503 Analysis Date: 10/22/2014 Collected: 10/16/2014 Hollywood, FL 33020 Project: 18-3242-2 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type HA9-3A Grout White 100% Non-fibrous(other) None Detected 171405320-0027A Non-Fibrous Homogeneous HA10-1 Roof Tan/Black 100% Non-fibrous(other) None Detected 171405320-0028 Non-Fibrous Heterogeneous HA10-2 Roof Tan 100% Non-fibrous(other) None Detected 171405320-0029 Non-Fibrous Heterogeneous HA10-3 Roof Tan/Black 100% Non-fibrous(other) None Detected 171405320-0030 Non-Fibrous Homogeneous HA11-1 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 171405320-0031 Fibrous Heterogeneous HA11-2 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 171405320-0032 Fibrous Heterogeneous HA11-3 Ceiling Tile White 60% Cellulose 40% Non-fibrous(other) None Detected 171405320-0033 Fibrous Heterogeneous HAl2-1 Floor Tile Gray 100% Non-fibrous(other) None Detected 171405320-0034 Non-Fibrous Homogeneous a w� Analyst(s) 'G Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full.without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client This report must not be used by the client to claim product certification.approval.or endorsement by NVLAP,NIST or any agency of the federal government. Non-friable organically bound materials present a problem maths and therefore EMSL recommends gravmetnc reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request Unless tot requested by the client,building materials manufactured with multiple layers 0.e.linoleum,wallboard,etc.)are reported as a single sample Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc.N.Miami Beach.FL NVLAP Lab Code 200204-0 [Initial report from 10/22/2014 15:32:17 Test Report PLM-7.28.9 Printed: 10/22/2014 3:32:17 PM 5 I E EMSL Order: 171405320 EMSL Analytical, Inc. 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD: PME5OB I _ Phone/Fax (305)650-0577/(305)650-0578 CustomerPO: httpl b<8/www EMSL.com miamila emsL 11 co ProjectlD: 1 Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax: 2131 Hollywood Boulevard Received: 10/21/14 11:45 AM Suite 503 Analysis Date: 10/22/2014 IHollywood, FL 33020 Collected: 10/16/2014 Project: 18-3242-2 I Test Report: Asbestos Analysis of Bulk Materials via EPA 600 1R-93/116 Method using I Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type I HAl2-1A Mastic Brown 100% Non-fibrous(other) None Detected 171405320-0034,4 Non-Fibrous Homogeneous . I HAl2-2 Floor Tile Gray 100% Non-fibrous(other) None Detected 171405320-0035 Non-Fibrous Homogeneous I HAl2-2A Mastic Brown 100% Non-fibrous(other) None Detected 171405320-0035A Non-Fibrous Homogeneous HAl2-3 Floor Tile Gray 100% Non-fibrous(other) None Detected ' 171405320-0036 Non-Fibrous Homogeneous HAl2-3A Mastic Brown 100% Non-fibrous(other) None Detected 171405320-0036A Non-Fibrous Homogeneous HA13-1 Gypsum Wallboard Brown 3% Glass 97% Non-fibrous(other) None Detected 171405320-0037 Fibrous Homogeneous HA13 2 Gypsum Wallboard Brown 3% Glass 97% Non-fibrous(other) None Detected 171405320-0038 Fibrous I Homogeneous HA13-3 Gypsum Wallboard Brown 3% Glass 97% Non-fibrous(other) None Detected Fibrous 171405320-0039 Homogeneous 1 li lei , (1/ G' toa �, Analyst(s) !✓%� "G�u • Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no Iresponsibility for sample collection activities or analytical method limitations, Interpretation and use of test results are the responsibility of the client This report must not be used by the client to claim product certification,approval.or endorsement by NVLAP.NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy.precision and uncertainty data available upon request Unless requested by the client,building materials manufactured with multiple layers(Le.linoleum,wallboard.etc.)are reported as a single sample Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc N Miami Beach.FL NVLAP Lab Code 200204-0 lAng Initial report from 10/22/2014 15:32:17 Test Reoort PLM-7.28.9 Printed:10/22/2014 3:32:17 PM 6 EMSL Analytical, Inc. EMSL Order: 171405320 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CustomerlD: PME5OB Phone/Fax (305)650-0577/(305)650-0578 CustomerPO: htio-//www.EMSL corn miamilab{a�emsl.corn ProjecllD: .� Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax: 2131 Hollywood Boulevard Received. 10/21/1411:45 AM Suite 503 Analysis Date: 10/22/2014 Collected: 10/16/2014 Hollywood, FL 33020 - Project: 18-3242-2 Test Report: Asbestos Analysis of Bulk Materials via EPA 6001R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type HA14-1 Vinyl Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0040 Non-Fibrous Homogeneous HA14-1A Mastic Yellow 100% Non-fibrous(other) None Detected 171405320-0040/i Non-Fibrous Homogeneous HA14-2 Vinyl Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0041 Non-Fibrous Homogeneous HA14-2A Mastic Yellow 100% Non-fibrous(other) None Detected 171405320-0041A Non-Fibrous Homogeneous HA14-3 Vinyl Floor Tile White 100% Non-fibrous(other) None Detected 171405320-0042 Non-Fibrous Homogeneous HA14-3A Mastic Yellow 100% Non-fibrous(other) None Detected 171405320-00424 Non-Fibrous Homogeneous HA15-1 Floor Tile Grout Gray 100% Non-fibrous(other) None Detected 171405320-0043 Non-Fibrous Homogeneous ' HA15-2 Floor Tile Grout Gray 100% Non-fibrous(other) None Detected 171405320-0044 Non-Fibrous Homogeneous Analyst(s) ./,/,,/ 'L.,, i LLld1c%wtt Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains hablity limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full,without wntten approval by EMSL. EMSL bears no responsibility for sample collection achNties or analytical method limitations Interpretation and use of test results am the responsibility of the client. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetnc reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy,precision and uncertainty data available upon request Unless requested by the client,building matenals manufactured with multiple layers(i.e.linoleum,wallboard,etc)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical,Inc N Miami Beach.FL NVLAP Lab Code 200204-0 Initial report from 10/22/2014 15:32:17 Test Report PLM-7.28.9 Printed:10/22/2014 3:32:17 PM 7 E EMSL Order. 171405320 EMSL Analytical, Inc. 19501 NE 10th Ave.Bay A,N.Miami Beach,FL 33179 CUStomerlD. PME5OB I . Phone/Fax (305)650-0577/(305)650-0578 CuStomerPO: http://www EMSL corn miamilab(8)emsLcorn ProjectiD: ' Attn: Candace Chin Fatt Phone: (954)921-7007 PM Environmental Services, Inc. Fax. 2131 Hollywood Boulevard Received: 10/21/1411.45 AM Suite 503 Analysis Date: 10/22/2014 Hollywood, FL 33020 Collected: 10/16/2014 Project: 18-3242-2 I Test Report: Asbestos Analysis of Bulk Materials via EPA 600 1R-93/116 Method using I Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type IHA15-3 Floor Tile Grout Gray 100% Non-fibrous(other) None Detected 171405320-0045 Non-Fibrous Homogeneous I HA16-1 Concrete Brick White 100% Non-fibrous(other) None Detected 171405320-0046 Non-Fibrous Homogeneous I HA16-1A Grout White 100% Non-fibrous(other) None Detected 171405320-00464 Non-Fibrous Homogeneous HA16-2 Concrete Brick White 100% Non-fibrous(other) None Detected I 171405320-0047 Non-Fibrous Homogeneous HA16-2A Grout White 100% Non-fibrous(other) None Detected I 171405320-00474 Non-Fibrous Homogeneous HA16-3 Concrete Brick White 100% Non-fibrous(other) None Detected ' 171405320-0048 Non-Fibrous Homogeneous HA16-3A Grout White 100% Non-fibrous(other) None Detected 171405320-00484 Non-Fibrous IHomogeneous I Analyst(s) if Z i Edgar Rodriguez(33) Kimberly Wallace,Laboratory Manager Kim Wallace(30) or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced,except in full.without written approval by EMSL. EMSL bears no responsibility for sample collection activities Or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim I product certification.approval.or endorsement by NVLAP.NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction poor to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy.precision and uncertainty data available upon request Unless requested by the client.building matenals manufactured with multiple layers(i e linoleum,wallboard.etc.)are reported as a single sample.Reporting limit is 1% Samples analyzed by EMSL Analytical.Inc.N Miami Beach,FL NVLAP Lab Code 200204-0 I Initial report from 10/22/2014 15:32:17 Test Report PLM-7.28.9 Printed: 10/22/2014 3:32:17 PM THIS IS THE LAST PAGE OF THE REPORT. 8 OrderlD: 171405320 1 Asbestos Chain of Custody EMSL ANALYTICAL, INC. 200 RouTE 130 NORTH .0,11- 1.: EMSL Order ^ Aber(Lab Use Only): ,. I ,I vlhiJt�YitJSGiJ.NJ 0QiQ77 i J i j a i��tJE; (800)220-3075 CMS..a�ALr.«�.L,INC. FAX: (856)786-5974 ...w.+ro.....ovuc».nuw.o PM Environmental, Inc. EMSL-Hill to: ❑ Same ❑ Different Company: II Bill to Is Different note instructions in Comments" Street:2131 Hollywood Blvd, Ste 503 mini Party Billing requires written authorization from third party City: Hollywood State/Province: FL ZiplPostal Code: 33020 —, Country: USA Report To (Name): Candace Chin Fatt Telephone#: (954)924-1801 Email Address: chinfatt gpmenv.com Fax#: Purchase Order: Project Name/Number: �t'y �� Please Provide Results: ❑•Fax ❑Email ❑Mail U.S.State Samples Taken: J4 Connecticut Samples: ❑Commercial ❑ Residential Turnaround Time A O.tions`-Please Check _ ❑3 Hour ❑6 Hour I ❑24 Hour [❑48 Hour _ 72 Hour ❑ 96 Hour ❑1 Week ❑ 2 Week For TEM Air 3 hr thmugh 6 hr,please call ahead to schedule.'There is a premium charge for 3 t lour TEM AHERA or EPA Level II TAT. You will be asked to Sign an authorization form for this service Analysis completed in accords nce with EMSL's Terms and Conditions located in trio Analytical Price Guide. PCM-Air ❑Check if samples are from NY TEM-Air El 4-4.5hr TAT(AHERA only) TEM-Dust ❑ MUSH 7400 ❑ AHERA40 CFR, Part 763 El Microvac-ASTM D 5755 ❑ w/OSHA Bhr.TWA ❑ NIOSH 7402 . ❑Wipe ASTM D6480 PLM-Bulk(reporting limits El EPA Level II ❑Carpet Soriication(EPA 600/J-93/167) ,aPLM EPA 600/R-93/116(<1%) ❑ 130 10312 SoillRockNermiculite ❑PLM EPA NOB (<1%) TEM-Bulk ❑PLM CARB 435-A(0.25%sensitivity) Point Count ❑TEM EPA NOB ❑PLM GARB 435-B(0.1%sensitivity) ❑400(<0.25%)El 1000(<0.1%) , El NYS NOB 198.4(non-friable-NY) ❑TEM CARE 435-6 (0.1%sensitivity) Point Count wlGravimetric ❑Chatfield SOP ❑TEM CARD 435-C (0.01%sensitivity) El 400(<0.25%)❑ 1000(<0.1%) ❑TEM Mass Analysis-EPA 600 sec.2.5 ❑TEM Qual.via Filtration Technique ❑ NYS 198.1 (friable in NY) TEM-Water:EPA 100.2 ❑TEM Qual.via Drop-Mount Technique ❑ NYS 198.6 NOB(non-friable-NY) Fibers>1opm ❑Waste ❑Drinking Other: El NIOSH 9002(<1%) All Fiber.Sizes ❑Waste ❑Drinking ❑ -- -0 Check-For Positive Stop-Clearly Identify Homogenous-Group- -Filter Pore Size-(Air Samples):..-❑0.8p 0.45pm -- Samplers Name: +,IN Samplers Signature: ■A �ge1I ( a1 J Volume/Area (. Date/Time Sample# Sample Description HA#(Bulk) Sampled -lt 1 - c -i-i Le - q- uin t lc 1 i G 6 LI- k4,4-z t - c:c.c. 4 -If--A-; t - n occ -1,' fO-IA etcri-1- " 44 2.-*-2- Cam1),14'0 �t�1e, 14-- . J c1 -3 rt- ,1 > ( - 861 . ash — — C -7 . 'r _ 'a --�-ci ct..1 7% • Client Sample#(s): 1-14-r/ j--�// - .1./ I-3 Total#of Samples: Relinquished(Client) 'r��� Date: 15 Z! l24-- Time: l f Received (Lab): j W Date: /0-02 ,�t 1 Time: /1 /,(S Comments/Special Instructions: I " LA CCaNOg.odOCamO,1-AhOttmcoc-n$-1/1112012 r F Page 1 of g pages Page 1 Of 2 ' • OrderlD: 171405320 ' EMSL ANALYTICAL INC. Asbestos Chain of Custody 200 ROUTE 130 NORTH EMSi. EMSL Order Number(Lab Use Only): CINNAMINSON,NJ 06077 EMSL ANALYTICAL,&JC. PHONE: (800)220-3675 ..,,.«...., .......�, FAX:(856)786-5974 Additional Pages of the Chain of Custody am only necessary if needed for additional sample information Volume/Area(Air) Date/Time Sample# Sample Description HA#(Bulk) Sampled gio 1 —s C , bn . -9 to/t(=lli- g- 10 , 411,41.: -A- S )--3 c, qt. . tfI { f �._- • . - GIL1.10A c"-reTe-4.-+ 1 IC1 • • I 1 I A ' I II • "Comments!Special Instructions: Page 2- of Zpages Cbnvv"M Dammam-Nlaaoa COG-R5-Ill 1,2312 Page 2 Of 2 Appendix C , pm Environmental I& Engineering ENVIRONMENTAL Services I I I �;t�1z ?Ara.=J �r Z 1 � e,{.: � it ( l,.3.�. ,� f:���.7 cn t�-•��i`+�� ��' � ��2! �'�,r - i?a�� 1 y :.r L ^i i 4 : +p•}'�Yl �s:; �?' ac ?!f!}i. U L 1 .0.-. - +r!'t lam „ rs - y v f p .w. + sy ..•{. tom* {o», .x ,. p.+ ,;,Y •`k-„ Yr vJ Jx-2 ti.-, ...1.11:,, )- -.-..T - 'P. s4 * s t- ' 1� .& a1�.' t1t8 1`. -..,star"�: oyf >- r� .'°a' , 's ; .1A- '-:+ , n •w ^w.(� • - I c.}k S, ,- wwwwwwwwwwwwnwnwwww. waw. , P.:- 4s(.. o � '� �� J :� -rn z t :'� r �. � \l�\ •^ v 7 3 w.„,� I=1.`am � I co ....-. cr) c.o , -/1 ,..r.0.%A'' n=-s `•{ �S IC °0 00 '�. C N GJ .... °z z a''=v w �_ `�i:i Z '2 �:/1 �� O d t r aola a C� i,ri....„,..-1:1 :. ,i,ti.,, ::, cri P>i, ,.. <, i __,,,41, ) ,.:....,,,„ :::::: , 141. F+'. .,, 4.) Q Z t y w t,"-", /y � , �H M o 1 _ h ?..yf\,.,.. 1 ,----._I { C C:j M =....r...--_virrs h r 1 i j Y i G �V w/ —i,_cr, ,, .13 0._„„! -o . < O V 0 �, a °' //�.• -F" 4,1 1� / L,1• h �r o ca Vl 9,. ® p r., 0 Cl) —X ..0 :.∎ O C js Ftt�r. a ,' =x o yy �, asf'i • r off! 7t" a) W '_ I : •„_..., -..14i ./..7%?.;•.!, Imo` '�*c . r '� N ®y ., )j 5 �■ O r� ` T . : i 92.' rg CZ W ' f ;r n /I v '. S W m U \ If 4. ,,,,( `r °", i•• I .:._ •_ ..„..„.. ......,__ ,..,, . ••, ., , . ., \.....,:. .... a.r. ,. • •'i""' J .• :, • .V, wa' .0 N''"x' i l fi j .'::4411.1.1.e:'": ''l t , "'`i t ,*4 J i i1f13, ;:r. Lit∎dt✓ .' t i1W' ',• ..i ' ,' •••k';hY• .:./..4r4,--...,{ . ' �{� : � i.- 7 � y tyf ri xq�.. .'f.? ]?r'x.. f::.. (l e'�" at'vV .o C ...+.I ii �. 3/04.-Af�T ,t\a•'"•'`� '/11`9!3/.%3/l ifs k" Y - i '+ .' ' 'VJ/' * :.•'� , .0, / A `fl '`x..,+11+" :X`d'x'`440.' , =r3/• I Appendix D pan Environmental 8� Engineering Ilhowl ENVIRONMENTAL Services I orrrs �.e STATE OF FLORIDA �'i DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ".,, • ASBESTOS LICENSING UNIT (850) 487-1395 `'c" 1940 NORTH MONROE STREET •tee -,..os TALLAHASSEE FL 32399-0783 I ISTUMP, JOHN M 26919 LAKE LENA LANE IMOUNT DORA FL 32757 I • Ys STATEOFFLORiDA AC:,, S4A 7 5 Z Congratulations! With this license you become one of the neary one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers,from ' ' boxers to harbeque restaurants, and they keep Florida's economy strong. AX0000042 10/26/12 127017850 I Every day we work to improve the way we do business in order to serve you better. ! For information about our services,please log onto www.myfloridalicense.com. ASBESTOS CONSULTANT _ There you can find more information about our divisions and the regulations that STUMP, JOHN M impact you,subscr.he to department newsletters and learn more about the I Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We • constantly strive to serve you better so that you can serve your customers. yg LZCENSp1) i,n cRe prcvi•ioas of c .469 rs. Thank you for doing business in Florida, and congratulations on your new license! NOV 30, 2014 L12102602761 I IDETACH HERE THIS DOCUMENT HAS A COt.ORED OACKGROUNO•M)CROPRINTING•UNMASK"'PATENTED PAPER IAC#6487572 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT SE(2#L12102602761 IDATE BATCH NUMBER LICENSE NBA {10/26/20121127017850 1AX0000042 . The ASBESTOS CONSULTANT Named below IS LICENSED Under the provisions of Chapter 469 FS. Expiration date: NOV 30, 2014 ISTUMP, JOHN M 26919 LAKE LENA LANE MOUNT DORA FL 32757 I RICK SCOTT KEN LAWSON I GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW i 1 1 1 1 1 Appendix E S PAR Environmental & Engineering • ENVIRONMENTAL Services I I Fe N I th L V) E O C N o 1 w 0 0 cr Ira o a . . c°y - g N ° Z Ca'. I N O ro • Q 1 o �= o ti _ Woo 1 _ °" _' O �_ U r o C U 0 0. C/) 'CB 0 Z tB I C .a c . • z o � a) � t o c'"a o.a o U C _ p = O ^/ i 4% Le- aS r ... -0 O N cro a wl a O I o� RS � Q N_ I k a Q ♦d— W = 13 0 :::::::) CKS a p O o U V O g co ci) ay oto CD 4-1 a r 4 3• O C4 Z o' � RS L ..., ...-.. A I N O V 0• a c.L , 0 W O.V � V O 0 O O z O E _ Q Z(4-6 a O 0 en QI = 0 RS 0 o in Z � � � o `� I — G) occ�o a /1'! U O O Li) 1 RS L CII O -Q a CO U m W O O I ° N 0 I 1 Q1 X90 HVA_DA' ® National Voluntary *w k ,.Laboratory Accreditation Program \ ¢I ,Fa . J �.Q .. sT47E5 Of go SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 EMSL Analytical, Inc. "� Skylake Executive Industrial Park 19501 N.E. 10th Ave., Bay A J N. Miami Beach, FL 33179 Ms. Kimberly A. Wallace Phone: 305-650-0577 Fax: 305-650-0578 4,1 E-Mail: kwallace @emsl.com URL: http://www.emsl.com J AIRBORNE ASBESTOS FIBER ANALYSIS (TEM) NVLAP LAB CODE 200204-0 NVLAP Code Designation/Description J 18/A02 U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods-Mandatory and "' Nonmandatory-and Mandatory Section to Determine Completion of Response Actions"as J found in 40 CFR, Part 763, Subpart E, Appendix A. 3 3 3 v 3 3 3 3 2014-04-01 through 2015-03-31 4114‘L 12. {A1{_LQ A Effective dates For the National Institute of Standards and Technology Page 1 of 1 NVLAP-01S(REV.2005-05-19) j N CS 0 ch / . O O W d p lc a U co N O n. . . cv � a g c' ° `° z cv co a CD '-- 9...N 1 co•0 U �Fr,- o cb p N • »a CA csii o a o I—I O> L.V = • E ~' O `o U C c L" o c o O_ 'a 0 N � � PI a � O L }i W • U V U pi/4 N * d0i d C A c Q Q o a Q cit d 4.. E 13 O W o o w `�° Q. Ul N U •.-■ n3 a> o Q r ,�• L.QV) A L~i 0 0 c �� � v� Q }/ t CA CD Z UV d Z * c W Uo � Cn _ z W o .�� V o .� ai ate ;Z ? -a 00 M C C FM 0 C O O 4■ N U O O Z ^, ( Q) ) (NI co W a •�bi) 03 4—• = 1 V _O E o V �_ a aU (U ( W • 4— �? U t F- _ a O N 0 3 VS'. co* P MM � National Voluntary a. U\J W it J Laboratory Accreditation Program y ¢. ' � 1 22'4res Of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 3 EMSL Analytical, Inc. Skylake Executive Industrial Park 19501 N.E. 10th Ave., Bay A 3 N. Miami Beach, FL 33179 Ms. Kimberly A. Wallace Phone: 305-650-0577 Fax: 305-650-0578 3 E-Mail: kwallace @emsl.com URL: http://www.emsl.com 1 BULK ASBESTOS FIBER ANALYSIS (PLM) NVLAP LAB CODE 200204-0 NVLAP Code Designation/Description � P 18/A01 EPA 600/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials 1 3 3 I 3 3 I .1 2014-04-01 through 2015-03-31 itil6L K 44- J Effective dates For the National Institute of Standards and Technology Page 1 of 1 NVLAP-01S(REV.2005-05-19) 3 tierra SOUTH FLORIDA GEOTECHNKM.040E&CNG MATERIAL TESTING.INSPECTION SERVICES 1 September 29,2014 1 PM Environmental,Inc. 2131 Hollywood Boulevard,Unit 503 Hollywood,Florida 33020 1 Attn: Ms.Candice Chin Fatt,Project Geologist Re: Geotechnical Engineering Services ' Proposed Dollar Tree Store 2301 Mayport Road City of Atlantic Beach,Florida 1 TSF File No. 7111-14-284 Dear Candice: TIERRA SOUTH FLORIDA, INC. (TSF) is pleased to transmit our Geotechnical Engineering Services Report for the referenced project. This report includes the results of field exploration and 1 laboratory testing, geotechnical recommendations for foundation and pavement design, as well as general site development. We appreciate the opportunity to perform this Geotechnical Study and look forward to continued ' participation during the design and construction phases of this project. If you have any questions pertaining to this report,or if we may be of further service,please contact our office. Respectfully submitted, • ' TIE' .11 r: ORIDA,INC. —moue i 'l t Raj asamy, Fr cois Th m as`P.E. � y, Princi sal Engineer P . cipal Engineer FL.Registration No. 53567 FL egistration No. 56381 1 2765 VISTA PARKWAY, SUITE 10 • WEST PALM BEACH, FLORIDA 33411 (561) 687-8539 LAX (561) 687-8570 State of Florida Professional Engineers License#28073 j j j TABLE OF CONTENTS J Page No. 1.0 EXECUTIVE SUMMARY 1 J 2.0 PROJECT INFORMATION 2 2.1 Project Authorization 2 1 2.2 Project Description 2 2.3 Purpose and Scope of Services 2 ' 3.0 SITE AND SUBSURFACE CONDITIONS 4 3.1 Site Location and Description 4 ' 3.2 Subsurface Conditions 4 3.3 Groundwater Information 4 ' 3.4 Borehole Permeability(BHP)Test Results 5 4.0 EVALUATION AND RECOMMENDATIONS 6 3 4.1 Geotechnical Discussion 6 4.2 Site Preparation 6 J 4.3 Foundation Recommendations 7 4.4 Floor Slab Recommendations 8 j 5.0 PAVEMENT RECOMMENDATIONS 9 6.0 CONSTRUCTION CONSIDERATIONS 10 j 6.1 Excavations 10 7.0 REPORT LIMITATIONS 11 APPENDIX- BHP TEST RESULTS j BORING LOCATION PLAN/SOIL PROFILE—SHEET 1 I 3 3 1 I -1 I1.0 EXECUTIVE SUMMARY A geotechnical exploration and evaluation of the subsurface conditions has been completed for the I Proposed Dollar Tree Store to be constructed at 2301 Mayport Road in the City of Atlantic Beach, Florida. In general, the borings performed at the site encountered asphalt pavement or topsoil underlain by sandy soils extending to the boring termination depths. IThe groundwater level at the time of drilling was between about 7 to 8 feet below existing grade. I The results of this exploration indicate that the subsurface conditions at the site are generally suitable for the use of shallow foundations for support of the proposed structural loads. The floor slab can be grade-supported. In order to prepare the site for new construction, site preparation will I involve densification of the upper soils. Details related to site development, foundation design, and construction considerations are included in subsequent sections of this report. I The owner/designer should not rely solely on this Executive Summary and must read and evaluate the entire contents of this report prior to utilizing our engineering recommendations. I I I I I I • I i I I I -2- 2.0 PROJECT INFORMATION J 2.1 Project Authorization TSF has completed a geotechnical exploration for the proposed Dollar Tree Store to be located at 2301 Mayport Road in the City of Atlantic Beach, Florida. This exploration was authorized by Ms. Candice Chin Fat of PM Environmental, Inc. by signing our proposal No. 1407-338 dated July 14, j 2014. 2.2 Project Description 3 Our understanding of the project is based on general information obtained from PM Environmental, Inc. as well as a"Concept Plan", dated August 18, 2014,prepared by Thomas Engineering Group, 1 indicating the proposed building/parking lot locations and existing site conditions. We understand that the proposed construction will include a single-story masonry building. The proposed structure will have a total footprint area of approximately 9,973 square feet. Detailed structural loading information regarding the proposed construction has not been provided; however, for the purposes of this report, we have assumed maximum column loads and wall loads in the order of 100 kips and 2.5 kips per linear foot,respectively. Floor slab loads of less than 150 psf are also assumed. J The geotechnical recommendations presented in this report are based on the available project information, building location, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform TSF in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. TSF will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. 2.3 Purpose and Scope of Services The purpose of this study was to explore the subsurface conditions at the site to enable an evaluation of acceptable foundation systems for the proposed construction. This report briefly outlines the testing procedures, describes the site and subsurface conditions, and presents geotechnical recommendations for foundation and pavement design,and general site development. Our scope of services included drilling a total of four(4) Standard Penetration Test(SPT)borings to j a depth of 20 feet below the surface in the building pad area, three (3) auger borings to a depth 10 feet, two Borehole Permeability(BHP) Tests, as well as the preparation of this geotechnical report. Geotechnical recommendations regarding the following items are presented herein: - Foundation soil preparation requirements. - Foundation es depths,pths, allowable bearing capacities, and an estimate of potential settlement. j I I -3- 1 - Pavement recommendations,and - Comments regarding factors that may impact construction and performance of the Iproposed construction. The scope of services did not include an environmental assessment for determining the presence or I absence of wetlands or hazardous or toxic materials in the soil,surface water,groundwater,or air on or below, or around this site. Any statement in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Prior 1 to further development of this site,an environmental assessment is advisable. I I I I 1 I I t I I I I I 1 1 i t I t i 1 i i I j -4- j 3.0 SITE AND SUBSURFACE CONDITIONS 3.1 Site Location and Description The project site is located at 2301 Mayport Road in the City of Atlantic Beach,Florida. At the time of field exploration, the site was occupied by a vacant retail store/gas station with associated parking. The existing parking lot and driveway were observed to be in poor condition. 3.2 Subsurface Conditions Review of the "Soil Survey of Duval County Area, Florida", are re d by the United States P P Y Department of Agriculture (USDA)Natural Resources Conservation Service(NRCS), indicates the site is mapped as Urban Land. Subsurface conditions at the site were explored with a combination of four(4) Standard Penetration Test(SPT)borings to a depth of 20 feet,three(3)auger boring to a depth 10 feet,and two Borehole j permeability (BHP) tests, located as shown on the Boring Location Plan, Sheet 1. The soil test boring profiles are presented on Sheet 1. The SPT borings were drilled using a Dietrich D-25 drill rig. Samples of the in-place materials were recovered at frequent intervals using a standard split J spoon driven with a 140-pound hammer freely falling 30 inches (the SPT after ASTM D 1586). Samples of the in-place soils were returned to our laboratory for classification by a geotechnical engineer,in general accordance with the Unified Soil Classification System(USCS). j The borings performed at the site, typically, encountered asphalt pavement (up to 12-inches of asphalt in some areas)or topsoil followed by sandy soils extending to the boring termination depths. J The Standard Penetration N-Values indicated that the materials are generally in loose to very loose condition. The above subsurface descrip tion is of a generalized nature to highlight the major subsurface surface stratification features and material characteristics. The soil boring profiles should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratifications, and Standard Penetration resistances. The stratifications shown on the soil profiles represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual. Water level information obtained during field operations is also shown on these soil profiles. Samples collected for classification and laboratory testing will be retained for 30 days from the date of this report and then will be discarded. 3.3 Groundwater Information Groundwater levels were measured in the borings upon completion of the drilling activities. The depths to the free water surface at the time of drilling the borings was encountered between 7 to 8 feet below existing grade. We expect the groundwater to typically fluctuate within about 2 feet from where it was encountered during the drilling activities. • I I I -5- II In general,the seasonal high groundwater level is not intended to define a limit or ensure that future seasonal fluctuations in groundwater levels will not exceed the estimated levels. Post-development groundwater levels could exceed the normal seasonal high groundwater level estimate as a result of I a series of rainfall events, changed conditions at the site that alter surface water drainage characteristics, or variations in the duration, intensity, or total volume of rainfall. We recommend that the Contractor determine the actual groundwater levels at the time of the construction to Idetermine groundwater impact on his or her construction procedures. 3.4 Borehole Permeability(BHP)Test Results ITwo BHP tests were performed using the usual open-hole, constant head methodology. The hole was 10 feet deep,and was drilled with a solid stem auger so that soil samples could be retrieved for I visual classification by an engineer. The boring was completed as open well with gravel pack(6-20 silica sand). The well screen slot widths were 0.020 inches. Water from the drill rig tank was then pumped into the open well, and the amount of water required maintaining constant head was li I recorded. The result of our field permeability tests are attached. I II I I 1 I 1 1 -6- 4.0 EVALUATION AND RECOMMENDATIONS 4.1 Geotechnical Discussion The geotechnical study completed for the proposed Dollar Tree Store confirms that the site is suitable for the planned construction when viewed from a soil mechanics and foundation engineering perspective. Subsurface conditions at the site are not expected to impose any major geotechnical constraints or limitations on the constructed project. The structure may be supported on shallow spread foundations and employ conventional slab-on- grade for the ground floor. Densification of the surficial soils of the site will be needed to increase the shear strength and reduce foundation and slab settlements to tolerable values. Recommendations for site preparation, foundation design and related construction are presented in the following sections of this report. 4.2 Site Preparation To prepare for construction, we recommend that previous construction including structures, and existing pavement be stripped and removed from the proposed construction areas.Depending on the location, the existing base course can remain in place. Existing utilities should be identified and removed or re-routed as required. Underground pipes that cannot be removed should be pressure grouted. Following stripping and demolition, the building footprint should be proof-rolled with a self-propelled roller (Ingersoll-Rand SD 100D or equivalent). The soil densification should encompass the entire footprint of the structure plus a 5-foot wide perimeter that extends beyond the r maximum lines of the superstructure. Rolled subgrade should be visually observed for signs of pumping, weaving or other types of J instability. Signs of such instability could be due to the existence of weak and/or compressible subsoils. Corrective action for this condition should include excavation of weak subsoils followed by replacement with clean granular fill compacted to 95 percent of the ASTM D 1557 maximum dry density. Structural fill used to raise the site to structure bottom levels should consist of clean sand and/or sand and gravel (ASTM D 2487), with a maximum of 12 percent passing the U.S. Standard No. 200 sieve. The structural fill should be placed in thin lifts (12-inch thick loose measure or less), near the optimum moisture content for compaction, and be compacted to at least 95 percent of maximum dry density(ASTM D 1557). Near existing buildings(within 50 feet),proofrolling should be performed in a static mode. Ground vibrations induced by the compaction operations should be closely monitored to assess if there is a potential impact to any existing adjacent structures. Following site preparation as discussed above, the foundation areas should be excavated and the footings formed and poured in-the-dry. Unsuitable material or organic soils (if any) found at foundation bottoms should be removed and replaced with structural fill, constructed as discussed above. In places where additional structural fill is required to achieve design grade, each lift of compacted J I engineered fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. The edges of compacted fill should extend 5 feet beyond the edges of buildings prior to sloping. 4.3 Foundation Recommendations Conventional spread footings are generally most economical when the existing soil conditions allow them to be founded at shallow depths. Based on the data currently available and given the site preparation is completed as discussed above, we recommend supporting the planned structure on ,ICI conventional spread foundations based in limestone and/or the surficial granular soils of the site. The footings should be designed and proportioned for a maximum bearing pressure of 2,500 pounds per square foot (psf). Footings should bottom at least 18 inches below final grade. Footings supporting individual columns should have a minimum width of 36 inches and continuous footings a minimum width of 24 inches, even if the geometry produces a bearing pressure less than the allowable. Settlement of foundations based in the in-situ granular soils and/or engineered fill will occur as an elastic response of the soils to the building loads applied. Given site and soil preparation that is completed before footing construction, and using the design criteria discussed above, we estimate that total and differential foundation settlements should be less than 1 inch and 1/2 inch,respectively. In our opinion,these settlements are within the range considered tolerable for the types of structures planned. The settlement forecast is based on imposed soil bearing pressure from structural loadings not exceeding 2,500 pounds per square foot. These settlement estimates need to be confirmed or modified once loading information becomes available. Because the subsoils of the site are granular in nature, settlement should occur as the loads are applied to foundations and should essentially be complete by the time the building superstructures are finished. Excavating equipment may disturb the granular bearing soil in foundation areas. For foundations bearing on granular fill, the upper 12 inches of foundation bottom soils should be compacted to achieve not less than 95 percent of the maximum dry density, as determined by ASTM D 1557, immediately prior to reinforcing and concrete placement. The foundation excavations should be observed by a representative of TSF prior to steel or concrete placement to assess that the foundation materials are capable of supporting the design lords and are consistent with the materials discussed in this report. Loose soil zones encountered at the bottom of the footing excavations should be adequately compacted to the aforementioned 95%criteria. • 1 1 J -8- 4.4 Floor Slab Recommendations J We recommend the procedures described in "Site Preparation" section of this report be used to prepare the floor slab subgrade. Slab-on-grade construction may then be employed for the ground floor of the building. The floor slab should be suitably reinforced to make it as rigid as practical. Joints should be provided at the junctions of the slab with the walls and columns so that a small amount of independent movement can occur without causing damage. The floor slab design,if based on elastic methods,should employ a modulus of subgrade reaction of 150 pounds per cubic inch(pci). If moisture intrusion into the floor slab is not desired, an impermeable membrane should be installed on the soil subgrade before the slab is cast. Normally, a 6-mil thick polyethylene film is satisfactory as a subgrade moisture barrier. However, some floor coverings may have a comparatively sensitive tolerance to moisture flux that a thin polyethylene film cannot suppress. Under these conditions,other types of moisture membranes may need to be considered. 3 • I 111 I -9- 5.0 PAVEMENT RECOMMENDATIONS The parking lot and drive thru areas should be prepared and densified as indicated in the Site Preparation section of this report. Flexible pavement structures in this geographic area typically consist of an asphaltic concrete wearing course,coquina base course and a stabilized subgrade. The following typical pavement component thicknesses should be used in the pavement design for vehicles and light duty trucks. TYPE OF MATERIAL LAYER THICKNESS (INCHES) PAVEMENT DESCRIPTION PARKING DRIVEWAY AREAS AREAS Flexible Asphaltic Concrete 1.5 2.0 Base Course 6 8 (LBR= 100) Stabilized Subgrade 6 8 ' (LBR=40) The base course materials in the pavements should consist of limerock, shell rock or coquina having a minimum Limerock Bearing Ratio (LBR) of 100. Base materials should meet the requirements presented in The latest revisions of the Florida Department of Transportation (FDOT) "Specifications for Road and Bridge Construction", Section 911. The base course should be compacted to at least 98 percent of maximum dry density(ASTM D 1557). The subgrade should have a minimum LBR of 40. The subgrade should be compacted to at least 95 percent of the ASTM D 1557 maximum dry density. If dumpsters are to be parked on the pavement, so that a considerable load is transferred from ' relatively small steel supports, it is recommended that rigid concrete pavement be constructed. In addition, the apron utilized for unloading the dumpsters by heavy-duty trucks should also be provided with a rigid pavement. A minimum Portland concrete pavement thickness of 6 inches is ' recommended for the project if a rigid pavement is employed. The concrete should be reinforced to withstand the traffic loadings anticipated and should be jointed to reduce the chances for crack development. The minimum rigid pavement thickness recommended above is based upon concrete with an unconfined compressive strength of 3,500 psi and a modulus of rupture of 450 psi. The design civil engineer based on traffic loads, volume, and the owner's design life requirements should provide actual pavement section thickness. The above sections represent minimum thickness representative of typical local construction practices and, as such, periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to FDOT,American Concrete Institute(ACI),or appropriate city/county requirements. 3 -10- 6.0 CONSTRUCTION CONSIDERATIONS J It is recommended that TSF be retained to provide observation and testing of construction activities involved in the foundation, earthwork, and related activities of this project to verify subsurface 3 conditions. TSF c annot accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the foundation if not engaged to also provide j construction observation and testing for this project. 6.1 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for 3 Excavations, 29 CFR,part 1926, Subpart P." This document was issued to better ensure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these j regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottoms. The contractor's"responsible person",as defined in 29 CFR j Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth,exceed those specified in local, state,and federal safety regulations. J We are providing this information solely as a service to our client. TSF does not assume responsibility for construction site safety or the contractor's or other parties' compliance with local, ...Istate,and federal safety or other regulations. j 0 Ili j J .1 1 • ii I7.0 REPORT LIMITATIONS The recommendations submitted are based on the available subsurface information obtained by TSF and design details furnished by PM Environmental,Inc.for the proposed project. If there are any revisions to the plans for this project or if deviations from the subsurface conditions ' noted in this report are encountered during construction, TSF should be notified immediately to determine if changes in the preliminary foundation recommendations are required. If TSF is not retained to perform these functions, TSF will not be responsible for the impact of those conditions Iof the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. IAfter the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. This geotechnical report has been prepared for the exclusive use of PM Environmental, Inc. for the specific application to the proposed Dollar Tree Store to be located at 2301 Mayport Road in the ' City of Atlantic Beach,Florida. 1 1 t t t 1 I 1 I APPENDIX BHP Test Results Boring Location Plan/Soil Profiles—Sheet 1 3 a' 3 3 3 I a' I a' I I I 2 0 r d N LL r as 111 co O II 30 R 0. m F- _.O OT I.L'' P 0 U-1 CO O O T 1.5 1, • co Q Q I— N U -0 H , a)-o k 0 Z J W I 7 O O i Q c� U CO • f— W s: - W Q = L... _ 5 N- W a 0 CO 1- _ . _ f4 wQ a> o + fn O • > a F- �i O a it = m E w - v i 0 it w . 1 W J• W U as V' LO O N CO II I i a m N w o0 M ! l Q. U = t` CO Z I C c-\--j CO CO N W Q m n3 CO O Q O I _jo L 2 II II II II ,,CO D 2 Z o ,o > 1 a F� U o 'Y = a -° oaoCaocao ° 00 i J C '-- �- 0 0 0 0 0 cr) O d) ns (wd6) aTe�{M01 j 0 I 0Qa w 01 o 0 o a 0 0 0 0 0 0 0 0 IQ $ U Q. O a 0 0 0 O 0 0 0 0 0 O r tJ k _� o � Y r a To U IL 0 a) = 3 C co � r H O O N E • D i c o o 7 N 0 n d o 04 III O -o .O LT_ E A .. •• Q O 't-- N M �t (0 O i� CJ C� CD 01 E a - w 1--- O 0 a ° -- -U I I il ____ .__ v rn co O a CO N C lf) II as I: W c 3 I-- m Q m N CO C> LL 1 ❑ ❑ Q 0O U` Q "' r J W = � 0 LO 0 r I E Q 2 0 O a) ■ W w -o 0 as v p LLI o_ I— Q 'a 2 I CO W ■ fn Z a) o + r m w I: -c -- _— 0 L I r J W 0 ' " L0 O LID CO iI cC O < N _ m v LL! N- N M Y p `E �. d ''... V = m M LL EtE`i 'v I w < m ca -a M co I I N �Y o E a , 0 „ Q „ II II it II U) 2 z ❑ .o D I- — co Y N to 0 N N Y = ❑ ° 00V N O CO 0 CO o o - J C O O O O O H 0 2 D - (wd6)ale>j Mold a s 0 � � w - s a IIIME O 3 Q ti r` r` ti r; i r` r- r- r- I` � ,� ? _ O � 000doodo0od c, u. < I i 0 T � //Q� y E co O N O N J L II v S_ O. co g S W f6 .- O N � V1 a ❑ r as .; 0 Li N CI) c d Cl O s-- N M V' L') CO n OD 0) C aa) Z c>S ,— CO N p w .- 0 0 Cl. ~ 0 i d I ., • `333 NI MUM 1 ' L O i' n y f' 1' I ' 1 ' I •133,1 NI NLd30 „ „ .. >2 0 co ° W ¢ otit�r I . I . :1 0 p § xx 172 i , T 4.....t .:), P Sz fir,:••_., '?;ne:;" "` . , Y i A S. 0 (/� %'3x x e to i a w A a Fs ggt y F 3 w w W x 8 .2 n j u, 7 X c> Z W m . •. .;m °N°..,.iv.C{r<`.y� . P+�%' W 2 � I a Y _.1• CC J g �4 3 N • Q a 1 $ i J .11 3 o g : �' w __I >- •�4;' .Y f'. r. :YS'.-:'Mir w'A w Z ti U ° =,'e W a Z b to I u�I aD S°4 N A'Od by q�y R h '' t, r� o N Wt ;L;^2vt °o NO � W OW�O r ma ° Ae'W7•l ;Y .Y: » vi avYM i Z ale wv %a1 = e •• WI .0 Q z ° ga gg 1r W a&8a x S ' og` d : • I : 1 ° $ 0 a i ` � kl e N qqtr,W •rY+4ii: +1,44 iw.Y: ',y.,k:t4,,.;- ,°A. m°�C Q tO N 9 h Q Q g0 O h O Q N ^ --.1 ii- •!33!NI N1dZI ,r, �Q I M . I .. .,l. .. . I . . I ... :I o:Oa�x Q.W C _ •.033 N/N1d3V vv�,2 x�W� ...c l. t/,8G ti t=i,W t~i,Q r�mly,9 � .WbW I v�: 5S' Y ' f?. t f �'� F.ea o;ti�i 3 Q sv v I 1 1 1 .. _ ..._ ; .t ; S-J�yTv * v "M Yb.ya _ "� ' .� O C LL r � a m I o C, - 0 t * n • T ui N , (T) I '?2dm6j�' •W }' e f:N i f 'yy T r ~n -.::-.1"4?��`tt'nSi \ O O O Q 4-,g to • i //,',....4.',7; ry.. n '''. 44 444.4. 1 ! ...:. .., . r7..,..'. 'ti,i.S.,. .• ---,;•0""`: in .E E E °,...,... n 0 0 0• '"s•,� Q O sd� 1-S'e-1: ` 1 I ______ _ './�.y- '%k=� _ Cam^ -}- W N 1 L 3 0 n r c � I t `�`I 4©i� s I rl DIVISION 3 CONCRETE 03050 BASIC CONCRETE MATERIALS & METHODS 1.1 Scope of Work: J The work under this section shall include furnishing all labor, materials, equipment and incidentals necessary to do concrete and cement finish work J shown on the plans or as specified. 1.2 Materials: A. Portland Cement - All cement used shall conform to the latest ASTM Specification C-150, Type 1. Only one (1) brand of Portland Cement shall j be used in any one structure. B. Concrete Aggregates - Concrete aggregates shall be sand and gravel, J conforming to "Standard Specifications for Concrete Aggregates", ASTM Serial Designation C-33, latest edition. The gradation from any one source shall be reasonably uniform and not subject to extreme percentages of gradation specified. For the purpose of determining the degree of uniformity, a Fineness Modulus determination ' shall be made upon representative samples submitted from such sources as is proposed to be used. Fine aggregates having a variation in Fineness Modulus greater than 0.20 either way from the Fineness Modulus of the representative sample submitted, may be rejected or may be accepted subject to such changes in proportions used as may be directed. The mortar strength under Paragraph 4, of ASTM C-33 shall be 100%. The gradation of coarse aggregates shall be as shown in Table 11, ASTM C-33. Coarse aggregates shall be graded in accordance with Table 11 of ASTM C-33 and the following: 1. Class "A" Concrete- Size No. 57 (1" to No. 4) Class"B"Concrete- 5/8" to No. 4 2. The Contractor shall submit, for approval, gradations and other , physical characteristics of aggregates to show conformity with the above requirements. C. Admixtures- 1. Air Entraining Admixtures shall meet the requirements of ASTM , C-260 1405-137 BASIC CONCRETE MATERIALS & METHODS 03050-1 illk I 2. Water Reducing Admixtures, if used, shall be Pozzolith I Type 200N, or an approved equal, meeting the requirements of ASTM C494M. 3. Set Retarding Agent, if used, shall be Pozzolith Type 100R, Ior an approved equal, meeting the requirements of ASTM C494M. I4. Flyash, if used, shall be Type C, meeting ASTM C618. Flyash will not be allowed in Class B Concrete. ID. Reinforcing Steel shall conform to ASTM Specification A-615, Grade 60 or better. IField inspection for section, rust, shape and dimensions will be required. IE. Wire Mesh - Wire fabric shall conform to ASTM Specification A-185. Field inspection for dimensions, spacing, size of wire and Irust will be required. F. Tie Wire for securing steel reinforcement shall be #18 black Iannealed. G. Forms- 1 1. Unexposed Surfaces shall have forms of #2 common (or better) lumber. 1 2. Exposed Surfaces designated as a smooth finish shall have plywood forms or form lining of #1 common, dressed, matched boards, uniform in thickness and of such quality as Ito produce good surfaces or such steel forms as may be approved. I a. Plywood Forms shall be at least 5/8 inch thick, not less than 5-ply. Ib. Form Lining may be either of the following: Fiber Board, Federal Specification LLL-H-35, Type I, Class 3, 3/15 inch thick, no less, or exterior plywood, 3-ply, 1/4 inch thick, not less. II II 1405-137 BASIC CONCRETE MATERIALS & METHODS 03050-2 I I H. Water shall be clean, fresh and free from alkali, acids, vegetable, sewage, organic or other deleterious matter. r I. Form Oil shall be a non-staining mineral oil. J. Waterproof Building Paper, Federal Specification UU-B-790. K. Form Lacquer shall be of a type specially prepared for the purpose and shall not stain or injure the concrete. L. Premolded Expansion Joint Material shall conform to ASTM Specification for "Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction", ASTM Designation D-1751, latest edition. M. Control Joint Sealant shall be a traffic bearing, (pour grade), one component, self leveling sealant, Fed. Spec. TT-S-00230C. Class 3 A, Type I. Install in all interior horizontal control joints. Submit sample for approval. N. Waterstop shall be polyvinylchloride (PVC) serrated 6" wide center bulb type, ASTM D-638, D-792, D-747 & D-624. Waterstops shall be welded at joints for profile continuity and not overlapped. Splices at corners shall be factory made. O. Vapor Barrier 1. Material - Vapor barrier shall be 10 mil Stego Wrap by Stego Industries or equal. 2. Application - Sheeting shall be placed under all interior slabs on ground. Sheeting shall be lapped 6" minimum. All punctures and joints (laps) shall be taped. All sheeting shall be new, (not previously used). 1 1405-137 BASIC CONCRETE MATERIALS & METHODS 03050-3 I I 03210 REINFORCING STEEL 1111111 1.1 Placing and shop detail drawings for reinforcing shall be furnished for approval. Reinforcement of size and shape shown shall be placed accurately where indicated on drawings or required to carry out intent of drawings and specifications. 1.2 Bars shall be cleaned of loose rust, scale or coatings. Steel shall not be bent or straightened in an injurious manner. Bars with kinks or bends, not shown, shall be discarded. Bars shall be ASTM A-615, deformed bars, Grade 60. Wire mesh shall be ASTM A-185. 1.3 Reinforcement shall be spliced where shown on plans. Splices in adjacent bars shall be staggered. Provide Class "B" Lap splices for all Ireinforcement as required by ACI 318 and all cases, splices shall be sufficient to transfer stress by bond. No lap shall be less than twelve inches (12"). Provide corner bars at all corners. 1.4 Reinforcement shall be securely tied at intersections with #18 annealed wire and be carried on spacers or chairs of sufficient weight and number to properly support same. Welding of reinforcing steel shall not be permitted. Heating of bars for field bending shall not be permitted. I1.5 Concrete covering over steel shall be in accordance with Paragraph 7.7.1 of ACI 318, unless otherwise shown. 1 1.6 Footing reinforcements shall be supported on precast concrete blocks. Reinforcement in masonry units shall be supported with wire ties. Provide • corner bars with proper laps. I 1405-137 REINFORCING STEEL 03210-1 I 03310 STRUCTURAL CONCRETE PART 1 -MATERIALS , 1.1 Measurement: All materials shall be measured by weighing and the apparatus for determining weights shall be suitably designed and constructed for the 3 purpose. Fine aggregate, coarse aggregate and cement shall be weighed separately, except sack cement shall be considered one (1) cubic foot per sack (94#) and need not be weighted. Weighing devices shall be accurate to within one-half of one percent. Water may be measured by weight or volume and measuring device shall be accurate to within one (1) quart. 1.2 Properties of Concrete: ,J All concrete placed under this contract shall meet all of the requirements hereinafter specified. Maximum Water Min. Cement Min. Compressive Range in Class Per Bag Cement Per Cu. Yd. Strength in 28 Days Slump J (Gallons) (bags) (PSI) A 5.5 5.5 3,000 B 7.5 6.0 3,000 Class "A" Concrete shall be used for foundation work and all other concrete in this project. Class"B"Concrete shall be used in CMU filled cells. 1.3 Admixtures: A. All Class "A" Concrete shall not be air-entrained concrete. Total ' natural air content shall not exceed 3.0 percent, plus or minus 0.5 percent. Air entraining admixtures shall not be used. B. All Class "B" Concrete shall have a set retardant added. If a set retardant is added to the mix, water reducing agent shall not be added. , C. Water reducing admixtures as specified may be used at the Contractors option. Application rates shall be in accordance with the manufacturer's written recommendations, but shall not be greater than eight (8) ounces per sack of cement. Water reducing admixtures shall not replace any of the specific minimum cement content. I 1405-137 STRUCTURAL CONCRETE 03310-1 I I rD. Class C Flyash may be used to replace not more than fifteen percent (15%) of the specified cement content except as noted 1 below. 1.4 Ready Mixed Concrete A. Ready mixed concrete shall be used in lieu of concrete mixed at the job. Ready mixed concrete shall be in conformance with the latest ASTM Specification C-94. B. All mixing requirements herein specified for concrete mixed at the site shall be in force, and the Engineer shall have free access to the mixing plant at all times. C. Concrete shall not be transported or used in any case after addition tof cement, if elapse time exceeds the following: Class "A" Concrete - 1.5 hours Class"B" Concrete - 1.5 hours D. The organization supplying ready mixed concrete shall have a plant of ' sufficient capacity and transportation facilities to assure continuous delivery at the rate required. PART 2—QUALITY CONTROL&TESTING 2.1 A testing laboratory shall be selected and paid for by the Owner to design the mixes of concrete to be used on the project, and to test and control the project concrete during the placement. Copies of all mix designs and the results of all test shall be furnished in triplicate to the Engineer. I2.2 The Contractor shall furnish to the designated testing laboratory samples of the materials to be used on the project, in quantities of at least one cubic 11 I foot each, to determine mix design. The laboratory shall be approved by the Owner. 1 2.3 The following shall be the minimum requirements of operations to be performed by the Testing Laboratory: A. Check the mix; submit reports of design mixes. B. Check ready mix plant for compliance with design mix and Imaterial requirements. 1405-137 STRUCTURAL CONCRETE 03310-2 I I C. Perform at least two (2) slump tests and prepare at least one (1) set of four (4) compression cylinders from each days pour and for 3 each 50 cu. yd. or increment thereof during days operations. All above operations shall be performed in accordance with the applicable ASTM Specifications C-31 and C-39. D. Cylinders shall be broken as follows: 1. One (1) at seven (7)days age. 2. Two (2)at twenty-eight(28)days age. 3. If the 28 day breaks are good, the fourth cylinder may be discarded. If the 28 day breaks are deficient the fourth cylinder shall be broken as instructed. E. Reports of all tests and control measures shall be submitted to the 1 Engineer in duplicate. Reports shall show the in-place location of the concrete. 2.4 If cylinder breaks show concrete to be of deficient strength,one or more of the following shall be performed: 3 A. Impact(Swiss) hammer tests. 3 B. Take in place cores and test as per ASTM C-24. C. Load test actual structure as per ACI 318. D. Remove portion(s) of structure in question and reconstruct in accordance with plans and specifications. 2.5 Application References The following Specification Standards and Publications forma part of this Division and shall be applicable where those specifications do not provide specific direction. , A. ACI STANDARD 318 - "Building Code Requirements for Reinforced Concrete". B. ACI STANDARD 301 - "Specifications for Structural Concrete for Building". ' E. ACI STANDARD 302 - "Guide for Concrete Flood and Slab Construction". , I 1405-137 STRUCTURAL CONCRETE 03310-3 I t 1 F. ACI STANDARD 224- " Joints with Concrete Construction". 1 G. ACI STANDARD 305 —"Hot Weather Concreting". H. ACI STANDARD 306 - " Cold Weather Concreting". 1 1 1 1 1 1 1 1 1 1 1 1 I 1 STRUCTURAL CONCRETE 03310-4 1405-137 II j j 03313 FOUNDATIONS 1.1 General The bottom of excavations shall be properly compacted as specified and leveled before receiving concrete. Footings and/or floors shall be poured monolithically, unless otherwise shown. 1.2 Footings - All footings shall be placed on soil which is properly leveled, compacted and wetted as specified. All footings shall be poured monolithically, unless otherwise shown or specified. 1.3 Slabs -All slabs on grade shall be placed on vapor barrier over compacted soil as indicated on the drawings or specified. The ground surface shall be properly graded. 1.4 Removal of Water Water shall be removed from excavations before concrete is deposited. Any flow of water shall be diverted through proper side drains to a sump or be removed by other approved methods which will avoid washing 3 freshly deposited concrete. Temporary drains shall be filled by grouting or otherwise. 3 1.5 Inspection All excavations, forms and reinforcements shall be inspected and J approved before concrete is placed and if found unsatisfactory, the work will not proceed until all defects have been remedied. Approval will in no way relieve the Contractor his obligation to produce the finished concrete 3 required by the drawings and specifications. r I 1405-137 FOUNDATIONS 03313-1 I t tI I 03316 PLACING CONCRETE ■ 1 II 1.1 Concrete shall be handled from mixer to place of final deposit in a continuous manner, as rapidly as practicable, by methods which will prevent the separation or loss of ingredients. Under no circumstances shall concrete that has partly hardened be deposited in the work. .2 Care shall be exercised to prevent splashing forms or reinforcement. Any hardened or partially hardened concrete already in place must be removed before the work proceeds. 1 1.3 Concrete shall not be placed on concrete which has hardened sufficiently to cause formation of seams and planes of weakness within the section. 1 1.4 Concrete shall not be carried or conveyed in or through any aluminum items. 1 1.5 Concrete, as soon as deposited, shall be spaded and worked into corners and around reinforcements. It shall be deposited in the forms as nearly as practicable in its final position to avoid rehandling. High frequency Ivibrators shall be used inside the form to properly consolidate the mix at the time of placing. Vibrators of an approved type shall be used, and care shall be exercised by the Contractor to prevent any displacement of forms or reinforcing. The concrete mixture shall be worked into all corners and around all reinforcement and inserts. Tapping or external vibration of forms will not be permitted. Satisfactory runways or other means must be provided to convey the concrete to the place of deposit in order not to disturb forms or reinforcement. Runways shall not be supported on reinforcement. Running wheelbarrows directly over reinforcement will not be permitted. II I A. Placing in Cold Weather: Concrete shall only be mixed and placed when temperature is at least 40 degrees and rising. Suitable means shall be provided for maintaining concrete at an temperature of at least 50 F. for a period of seven (7) days after I placing. The method of heating materials and protecting concrete shall be subject to approval. Salt, chemicals or other foreign materials shall not be mixed with the concrete for the purpose of llI preventing freezing. 0 111 1405-137- PLACING CONCRETE 03316-1 1 1 B. Placing by Chute: When concrete is conveyed by chutes, the plant and equipment ■ shall be of such size and design as to insure a practically continuous flow in the chute. The chute shall be of metal or metal lined, and the different portions shall have approximately the same slope. The slope shall not be less than one vertical to three horizontal and not more than one vertical to two horizontal, and shall be such as to prevent the segregation of the ingredients of the concrete. The discharge end of the chute shall be provided with a baffle plate to prevent segregation. If the height of discharge end of the chute is more than three (3) times the thickness of the layer being deposited, but not more than five feet (5') above the surface of the concrete in the forms, a spout shall be used, and the lower end maintained as near the surface of deposit as practicable. When the operation is intermittent, the chute shall discharge into a hopper. The chute shall be thoroughly cleaned before and after each run and the debris and any water shall be discharged outside the forms. C. Placing by Pumping: 1 Where concrete is indicated as being placed by pumping, the plant, equipment and mix shall be approved by the Engineer. The pumping operation shall be such that a continuous stream of concrete without separation of ingredients and without air pockets is being produced. Concrete shall not be handled or pumped in or through any aluminum containers or conduits. 3 ii 3 1 1 1 1405-137 PLACING CONCRETE 03316-2 1 I I 03317 CONSTRUCTION JOINTS 1.1 Concrete shall be placed continuously so that each unit will be monolithic in construction. At least 24 hours shall elapse between the pouring of adjoining units unless otherwise specified. 1.2 Joints not shown or specified shall be so located as to least impair the I I strength and appearance of the work. 1.3 Concrete slabs shall be poured in a continuous manner and saw-cut to the Idepth and pattern as shown on the plans within 24 hours of pour. 11 I 1 I I I I III I I I I I 1405-137 CONSTRUCTION JOINTS 03317-1 I 3 03318 BONDING Before depositing new concrete on or against concrete which has set, existing surfaces shall be thoroughly roughened and cleaned of all foreign matter and laitance. Forms shall be retightened and existing surface flushed with a neat coat of bonding agent. New concrete shall be placed before bonding agent has attained initial set. Work shall be performed in a manner assuring complete bonding of new and existing work. Contractor shall submit bonding agent for approval. Bonding steel reinforcing anchor dowel shall be installed in accordance with manufactures recommendations and requirements. Minimum depth embedment shall be fifteen (15) bar diameters. Bonding adhesive shall be CONCRESIVE 1490 by Degussa/Master Builders or an approved equal. J I I I 1 I I I I I I 1 405-137 BONDING 03318-1 I I 1 03319 REMOVAL OF FORMS 1.1 Forms shall not be disturbed until concrete has adequately hardened. Shoring shall not be removed until supported members have acquired sufficient strength to safely support their weight and the imposed load. 1.2 Care shall be exercised to avoid spalling concrete surfaces. 1 1.3 Under normal conditions, the minimum period elapsing before forms may be stripped shall be governed by the following schedule, but its use shall not operate to relieve the Contractor of responsibility for safety of structure. A. Side Forms Footings & Beams 1 Day Side Forms Piers, Columns & Walls 3 Days B. Wood forms shall be completely removed in order that no material Iwill be left for termite infestation. C. NOTE: When temperature below 40 F occurs, supports shall remain in place an additional time equal to period structure has been exposed to low temperatures. I I I 111 II REMOVAL OF FORMS 03319-1 1405-137 r r 03350 FINISHING The type of finish for the various parts of the work, unless otherwise noted on the drawings, shall be as follows: A. Curbs: Rubbed Finish. B. Walks: Broom Finish. 1. Exterior concrete walks and slabs shall be given a light to medium broomed finish to provide a slip resistant surface. Ramps shall receive a rough texture finish. Submit actual samples for approval, 12" x 12" size or larger. 1 C. Interior Floor Slabs: 1. General: Comply with ACI 302.1R recommendations for ii screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. 2. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. Apply a machine trowel finish to surfaces to be polished. a. Specified overall values of flatness, F(F)40; and of t levelness, F(L) 25; with minimum local values of flatness, F(F) 30; and of levelness, F(L) 17; for slabs-on-grade. b. Troweling of floor receiving polish finish shall be done using plastic D. Imperfect or Damaged Work 1. Imperfect or damaged work, or any material damaged before final acceptance, shall be satisfactorily replaced by the Contractor in accordance with requirements of the drawings and specifications. I 2. Removal and/or replacement of concrete work shall be done in such manner that strength will not be impaired. I I 1405-137 FINISHING 03350-1 I I 03390 CURING 1 1.1 Curing shall be accomplished by preventing loss of moisture, rapid temperature change and mechanical injury or injury from rain or flowing water, for a period of seven (7) days. Curing shall be started as soon as free water has disappeared from the surface of the concrete after placing and finishing. Curing may be accomplished by any of the following method: 1.2 Moist Curing: Unformed surfaces shall be covered with burlap, cotton or other approved fabric mats kepts in intimate contact with the surface or with sand, and shall be kept continually wet. Where formed surfaces are cured in the forms, the forms shall be kept continually wet. If the forms are removed before the end of the curing period, curing shall be continued as on unformed surfaces, using suitable materials. Burlap shall be in two (2) layers. 1.3. Membrane Forming Curing: Curing compound shall conform to ATM C- 309 and shall be applied by power spraying equipment using a spray nozzle equipped with a wind guard. The compound shall be applied in a two-coat continuous operation at coverage of not more than 200 square feet per gallon for each coat. Second coat shall be applied transverse to the original first coat. The compound shall form uniform, continuous, adherent film and shall not check, crack, or peel and shall be free from Ipinholes or other imperfections. Surfaces subjected to heavy rainfall within three (3) hours after compound has been applied, or surfaces damaged by subsequent construction operations within the curing period shall be re-sprayed at the rate specified above. Where membrane forming compounds are permitted, permanently exposed surfaces shall be cured by use of a clear-type membrane forming curing compound containing a fugitive dye. Surfaces coated with curing compound shall be kept free of foot and vehicular traffic and other sources of abrasion during the curing period unless curing compound is protected from abrasion. III 1.4. Polyethylene Sheeting and Polyethylene Coated-Waterproof Paper and Burlap: Surfaces shall be completely covered. Where a single sheet does not cover the entire surface, the ends and edges shall lapped not less than four inches (4"), and sealed with adhesive tape conforming to the Federal Specification PPP-T-60; Type III, Class I. Edges shall be securely Iattached to form and/or secured to prevent movement due to winds. I I 1405-137 CURING 03390-1 I j 03910 CLEANING 1.1 Upon completion of work, forms, equipment, protective covering and I rubbish resulting therefrom shall be removed from premises. 1.2 Finished concrete surfaces shall be left in a clean condition. 1 Finished concrete curbs and drainage structures shall be swept with an ordinary broom to remove loose dirt and left to a satisfactory manner. 3 I 11 2 I I I 1 t 1 1 1405-137 CLEANING 03910-1 I 1 DIVISION 4 MASONRY 04220 CONCRETE MASONRY UNIT A. Scope of Work: The work covered by this division of these specifications includes furnishing all plant, labor, equipment, materials and incidentals to complete the masonry work as shown on the drawings or specified herein. In addition to certificates required in Paragraph C, submit samples of masonry units, anchors, reinforcing, control joints and reglets. B. Materials: 1. Concrete Masonry Units (CMU) shall conform to the requirements of ASTM Specification for Load Bearing Units, medium weight block. Minimum Compressive Strength shall be f' =2,000 psi. 2. Masonry Cement: ASTM C-91, furnished in bags containing one (1) cubic foot each, marked with weight and shall be products of Holnam, Atlas, Longview, or approved equal. 3. Mortar shall conform to the requirements of ASTM C-270, be freshly prepared and uniformly mixed and shall meet the requirements for Type "M" mortar per the International Building Code for CMU. 4. Vertical Reinforcing Steel shall be deformed bars conforming to ASTM 1 Designation A-615, Grade 60. 5. Horizontal Reinforcement shall be Dur-O-Wall truss reinforcement for single wythe walls with#9 side rods and#9 gage truss wires. Reinforcement shall be galvanized and conform to requirements of ASTM Designation A-153. rEqual manufacturers include Wire-Bond, Hohmann & Barnard. 6. Column Anchors shall be fabricated bar type as detailed on the plans and shall be galvanized in accordance with ASTM Designation A-153. Refer to drawings for other types. t7. Refer to drawings for other anchor devices. All anchors shall be galvanized, ASTM A-153. I I8. Control Joints for masonry units shall be Hohmann & Barnard RS- Standard rubber control joint. I 1405-137 CONCRETE MASONRY UNIT 04220-1 I C. Certification: 1. Prior to delivery of masonry units to the job site,the Contractor t shall provide to the Owner,a letter from the manufacturer of the masonry units that all such items are within the requirements of these specifications. 2. Certification shall show results of tests made not more than twelve (12)months prior to delivery of concrete masonry units to the job site, shall show compliance with the specified ratings and values, and shall certify that the mix design,yield per batch, and curing procedures for the units delivered to the job site are equal to those submitted for the test. D. Storage and Handling: t Concrete masonry units shall be stored in a location off the ground covered at all times and protected from the weather. Concrete masonry units shall be so stacked to allow free circulation of air to all units. Concrete masonry units shall be laid in wall as soon as possible. E. Installation: 1. Cold-Weather Installation-No frozen work shall be built upon. If I the Contractor chooses to erect masonry during temperatures below 40 degrees F,he shall submit a written statement for approval of methods he proposes to utilize to heat masonry materials and to prevent freezing of freshly placed masonry prior to laying units. 2. Laying Concrete Masonry Units-Masonry units shall be set to line, level,plumb and true. Ends of units shall be full buttered with mortar and shall be fully bedded in the mortar. Masonry units shall be layed in running bond pattern having a minimum joint thickness of 3/8 inch. Lintel bond beams and tie columns shall be filled with concrete and required reinforcement and located as shown on the plans. Tool all joints concave. Joints shall be laid in "running"bond except as otherwise noted. Reinforcement shall be wire tied to hold rods in correct positions.Note that all split face block exposed surfaces shall be split faces. Special order blocks or cut blocks in field to obtain smooth face surface where storefront glass or doors abut split face block. I 3. Control Joints shall be installed where shown with masonry reinforcement interrupted but reinforcing horizontal rods shall be I continuous thru the joint. I 1405-137 CONCRETE MASONRY UNIT 04220-2 I I I 4. Use only sound masonry units free from cracks, chipped edges and corners and other defects. Exposed units shall have even textured faces without slicks or other surface imperfections. 1 5. Masonry Reinforcement- II A. Horizontal masonry reinforcement shall be placed at the first masonry joint and be placed every other course therefrom. In shear walls, reinforcement shall be at 8" o.c. I Fill shear walls with concrete. Reinforcement shall be continuous,with side bars being lapped a minimum of six (6") inches. Corner reinforcement sections shall be I provided for intersections of and at change of direction of walls. B. Column Anchors- When concrete masonry passes a Istructural steel column, install column anchors in same course as the horizontal reinforcement for the full height of wall welded to columns. I 6. Pointin g Cleaning and Cleanin - Mortar splashes and daubs shall be removed from all exposed masonry units. All defective joints shall ibe raked out as necessary and re-filled with mortar to match adjacent joints. Masonry surfaces shall not be cleaned until mortar joints have hardened, but shall be dry brushed after each day's 11 I operations to remove excess mortar. Metal tools or brushes shall not be used for cleaning. Masonry surfaces shall be left clean, neatly pointed, free of scum and debris,with tight joints throughout. Do not clean masonry with high pressure driven power machines. 1 7. Other Materials-The Contractor shall set and build in all materials furnished under other headings, such as miscellaneous metals, anchors and other accessories required to complete the work. He 0 I shall build around steel and concrete work, doors, frames and take care to see that all such are left in good condition. I 8. Head and Bed Joints shall be of such thickness as required to give even joints maintaining the number of courses shown on the plans. In no case shall any bed joint, in either be more than one-half inch. II I All head joints to be 3/8" unless otherwise shown. All head joints must be full with no "bugholes I 9. After mortar is "thumb print" hard, finish CMU joints with concave (unless shown otherwise) pointing tool, using sufficient 1 1405-137 CONCRETE MASONRY UNIT 04220-3 II I I pressure to compact mortar and provide smoothly concave finished joint with mortar in positive contact with brick. 10. MASONRY WORK SHALL BE REJECTED IF WALLS ARE NOT PLUMB OR ALL BED JOINTS, HEAD JOINTS, AND ALL OTHER JOINTS ARE NOT COMPLETELY FILLED WITH MORTAR, IF HEAD JOINTS ARE OUT OF VERTICAL ALIGNMENT. 11. Use dry saw blade to cut CMU. 12. Lintels shall be required over all openings in CMU walls whether specifically indicated or not. Build in lintels as work progresses. All lintels shall be hot dipped galvanized. 13. Unfinished Work shall be stepped back for joining with new work; do no toothing unless specifically approved. Remove loose mortar, clean exposed joints before laying new work. 14. Protection: Protect masonry surfaces at all times while not being worked on; when rain or snow is imminent and/or work is discontinued cover tops of exposed masonry work with a strong waterproof membrane, secured in place. Consult portion of this section devoted to frost and freezing weather. Take precautions to protect against staining or discoloration of finished work. 15. Guarantee masonry work against leakage due to mortar shrinkage 3 or pointing workmanship for a period of two (2) years. This guarantee shall run concurrently with the standard one (1) year 3 guarantee. 16. Block Sealer—All exterior walls are to be treated with a sealer. a. Block sealer shall not be applied until the wall had dried out a minimum of 72 hours without rain and there is no visible sign of efflorescence on the wall. b. Exterior block walls shall be sealed only with Prime-A-Pell 200 Clear Sealer as manufactured by Chemprode of Garland, TX. Apply materials in accordance with manufactures printed instructions. c. Apply a second coat of sealer of masonry surfaces that are pourous. I d. All windows must be covered and all cars removed before spraying as glass and finished metal can be damaged. Sealers are extremely hard if not impossible to remove - I from glass. I 1405-137 CONCRETE MASONRY UNIT 04220-4 I I F. Cleaning ICMU's must be cleaned properly including mortar droppings, mortar splatters and efflorescence. Improper cleaning materials and/or methods Iwill also harm water repellency. 1. DO NOT USE WATER PRESSURE OVER 50 PSI—Using high I pressure will most likely cause efflorescence, streaking and color variation. I 2. Use"Prosoco's Custom Masonry Cleaner" or equal to clean CMUs. I 3. Consistent application of water and cleaner on the wall system will ensure consistent color after completion of cleaning—inconsistent application will cause color variation. I I I I I I 1 1 i 0 1405-137 CONCRETE MASONRY UNIT 04220-5 3 04720 CAST STONE PART 1 - GENERAL A. SCOPE OF WORK: J Extent of cast stone work is indicated on drawings. 2. Furnish inserts and reglets in time to be installed in concrete of masonry. B. QUALITY ASSURANCE: Subcontract fabrication of stone to a firm which has successfully fabricated stone similar to the quality specified for a period of not less than 5 years and is equipped to provide the quantity shown. 2. Approved Manufactuerers: Building Solutions Inc. 459 Lloyd Rd. Morton, MS 39117 601-732-3583 Color: Custom Buff Willocks Brothers Co. 1021 Foch St. Maryville, TN 37801 865-983-3971 Color: Light Buff(Custom Cast Stone) Florida Architectural Precast 1252 NE 12th St. Okechobee, FL 34972 863-824-2260 Color: Regular Buff—Acid Etch Texture Advanced Cast Stone, Inc. 115 Lee St. Fort Worth, TX 76140 817-572-0018 Color: Classic White Motsinger Precast Products 199 Disher Road Winston-Salem, NC 27107 336-764-0350 Color: Salemstone 3190 I 1405-137 CAST STONE 04720-1 I Architectural Cast Stone 2775 Norton Creek Drive West Chicago. IL 60185 630-377-4800 Color: Mix 1613 Southern Castings 205 South Blanchard Street Valdosta, GA 31601 1 229-245-9788 Color: Gray NOTE: Use of an approved manufacturer waves the requirement for a product data& color submittal. When using an approved manufacturer, cast stone must be of the color listed. Shop drawings are required for ALL manufacturers. Any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Any contractor who fails to submit the product data & samples as requested will be subject to rejection. 1a; C. SUBMITTALS 1. Product Data: Submit specifications and testing data for cast stone work required, including certification that each type complies with specified requirements. Include instructions for handling, storage, installation and protection of each type. 2. Samples: Contractor shall submit sets of samples not less than 3"x 3"x 1" in size of manufacturers range of earth tone colors. Include in each set full range of exposed color and texture to be expected in complete work. Architect will select color desired from those submitted. Architect reserves the right to reject manufacturer if product data/color samples are not satisfactory. 3. Shop Drawings: Submit cutting and setting drawings showing sizes, dimensions, sections and profiles of cast stone units, arrangement and provisions for jointing, anchoring and fastening, supports and other necessary details for lifting devices and reception of other work. Indicate location of each cast stone unit on setting drawings with number designation corresponding to number marked on each unit. a. Show location of inserts (for stone anchors and supports)which are to be built into concrete masonry. I 1405-137 CAST STONE 04720-2 I j D. PRODUCT DELIVERY, STORAGE, AND HANDLING 1. Protect cast stone during storage and construction against moisture, g , soiling, staining and physical damage. 2. Handle cast stone to prevent chipping, breakage, soiling or other damage. Do not use pinch or wrecking bars without protecting edges of stone with wood or other rigid materials. Lift with wide belt type slings wherever possible; do not use wire rope or ropes containing tar or other substances which might cause staining. If required, use wood rollers and provide cushion at end of wood slides. 3. Store cast stone on wood skids or pallets, covered with non-staining, , waterproof membrane. Place and stack skids of cast stone to distribute weight evenly and to prevent breakage or cracking of cast stone. Protect stored cast stone from weather with waterproof, non-staining covers or enclosures, but allow air to circulate around cast stone. 4. Protect mortar materials and cast stone accessories from weather, moisture, and contamination with earth and other foreign materials. E. JOB CONDITIONS 1. Installer must review installation procedures and coordination with other work,with Contractor, and other contractors and subcontractors whose work will be affected by cast stone work. 2. During all seasons, protect partially completed cast stone work against weather when work is not in progress. PART 2 - PRODUCTS I A. CAST STONE: 1. Comply with ASTM C 1364. 1 2. Physical Properties: Provide the following: a. Compressive Strength—ASTM C 1194: 6,500 psi minimum for products at 28 days. b. Absorption—ASTM 1195: 6%maximum by the cold water method, or 10%maximum by the boiling method for products at 28 days. c. Air Content—ASTM C 173 or C 231, for wet cast product shall be 4-8%for units exposed to freeze-thaw environments. Air entrainment is not required for VDT products. d. Freeze-thaw—ASTM C 1364: The CPWL shall be less than 5% after 300 cycles of freezing and thawing. 1 1405-137 CAST STONE 04720-3 I C e. Linear Shrinkage—ASTM C 426: Shrinkage shall not exceed E0.065%. B. RAW MATERIALS: I. Portland Cement—Type I or Type III, white and/or grey,ASTM C 150. Blended Cement—ASTM C595 or Hydraulic Cement ASTM C 1157. 2. Course Aggregates—Granite, quartz,or limestone, ASTM C33, except for gradation, and are optional for the VDT casting method. 3. Fine Aggregates—Manufactured or natural sands, ASTM C33, except for gradation. 4. Colors: Inorganic iron oxide pigments, ASTM C979 except that carbon black pigments shall not be used. 5. Admixtures—Comply with the following: Ca. ASTM C 260 for air-entraining admixtures. b. ASTM C 494/C 495M Type A—G for water reducing, retarding accelerating and high range admixtures. c. Other admixtures: Integral water repellents and other chemicals, for which no ASTM Standard exists, shall be previously established as suitable for use in concrete by proven field performance or through laboratory testing. d. ASTM C 618 mineral admixtures of dark and variable colors shall not be used in surfaces intended to be exposed to view. ii e. ASTM C 989 granulated blast furnace slag may be used to improved physical properties. Tests are required to verify these features. 6. Water—Potable. 7. Reinforcing Bars: a. ASTM A 615/A 615M: Grade 40 or 60 steel galvanized or epoxy coated when cover is less than 1.5 in. b. Welded Wire Fabric: ASTM A 185 where applicable for wet cast units. 8. Fiber reinforcement(optional): ASTM 1116. 9. All anchors, dowels and other anchoring devices and shims shall be standard building stone anchors commercially available in a non-corrosive material such as zinc plated, galvanized steel. brass, or stainless steel 5 Type 302 or 304. 1405-137 CAST STONE 04720-4 I C. COLOR& FINISH: 1. All surfaces intended to be exposed to view shall have a fine-grained p g texture similar to natural stone, with no air voids in excess of 1/32 in. and the density of such voids shall be less than 3 occurrences per any 1 in2 and not obvious under direct daylight illumination at a ft. distance. 2. Units shall exhibit a texture approximately equal to the approved sample when viewed under direct daylight illumination at a 10 ft. distance. 3. Minor chipping resulting from shipment and delivery shall not be grounds J for rejection. Minor chips shall not be obvious under direct daylight illumination form a 20-ft. distance. 4. The occurrence of crazing or efflorescence shall not constitute a cause for rejection. 5. Remove cement film, if required, from exposed surfaces prior to packaging for shipment. 1 D. CURING: 1. Cure units in a warm curing chamber approximately 100°F (37.8°C)at 95 1 percent relative humidity for approximately 12 hours, or cure in a 95 percent moist environment at a minimum 70°F (21.1°C) for 16 hours after casting. Additional yard curing at 95 percent relative humidity shall be 350 degree-days (i.e. 7 days @ 50°F (10°C) or 5 days @ 570°F (21°C)) prior to shipping. Form cured units shall be protected from moisture evaporation with curing blankets or curing compounds after casting. E. MANUFACTURING TOLERANCES: 1. Cross section dimensions shall not deviate by more than +/- 1/8 in from approved dimensions. 2. Length of units shall not deviate by more than length/360 of+/- 1/8 inc., whichever is greater, not to exceed+/- '/4 in. a. Maximum length of any unit shall not exceed 15 times the average thickness of such unit unless otherwise agreed by the manufacturer. 3. Warp, bow or twist of units shall not exceed length/360 or+/- 1/8 in., whichever is greater. 4. Location of dowel holes, anchor slots, flashing grooves, false joints and similar features—on formed sides of units, 1/8 in., on unformed sides of units, 3/8 in. maximum deviation. 3 1405-137 CAST STONE 04720-5 r I F. PRODUCTION QUALITY CONTROL 1. Test compressive strength and absorption from specimens taken from every 500 cubic feet of product produced. 2. Perform tests in accordance ASTM C 1194 and C 1195. 3. Have tests performed by an independent testing laboratory every six months. 4. New and existing mix designs shall be tested for strength and absorption compliance prior to producing units. 5. Retain copies of all test reports for a minimum of two years. PART 3 - EXECUTION A. PREPARATION 1. Advise installer of other work about specific requirements relating to his placement of inserts and flashing reglets which are to be used by stone mason for anchoring and supporting and flashing of cast stone. Furnish installers of other work with draings or templates showing location of inserts for stone anchors and supports. 2. Clean cast stone before setting by thoroughly scrubbing with fiber brushes followed by a thorough drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh fillers or abrasives. If not thoroughly wet at time of setting, drench or sponge cast stone. Do not wet expansion or control joint surfaces. Installing contractor shall check Cast Stone materials for fit and finish prior to installation. Unacceptable units shall not be set B. SETTING& TOLERANCES: 1. Setting: a. Drench units with clean water prior to setting. b. Fill dowel holes and anchor slots completely with mortar or non- shrink grout. c. Set units in full bed of mortar, unless otherwise detailed. d. Rake mortar joints 3 in. in for pointing. e. Remove excess mortar from unit faces immediately after setting. f. Tuck point unit joints to a slight concave profile. 2. Tolerances: a. Comply with Cast Stone Institute Technical Manual. 1405-137 CAST STONE 04720-6 1 j b. Set stones 1/8"or less,within the plane of adjacent units. c. Joints, plus— 1/16 in, minum— 1/8 in. C. JOINTING: 1. Joint Size: a. At stone/brick joints 3/8 in. 1 b. At stone/stone joints in vertical position '/a in. (3/8 in. optional) c. Stones/stone joints exposed on top 3/8 in. 2. Joint Materials: a. Mortar,Type N,ASTM C 270. 1 b. Use a full bed of mortar at all bed joints. c. Flush vertical joints full with mortar. d. Leave all joints with exposed tops or under relieving angles open for sealant. e. Leave head joints in coping and projecting components open for 111 sealant. 3. Location of Joints: a. As shown on shop drawings. b. At control and expansion joints unless otherwise shown. I D. JOINT PROTECTION 1. Comply with requirements of Section 07 90 00. 1 2. Prime ends of units, insert properly sized backing rod and install required sealant. 3. Ferrous metal: Where cast stone will contact ferrous metal surfaces which will be concealed in back-up costruction (anchors, supports, structural framing and similar surfaces), apply a heavy coat of bituminous paint on metal surfaces prior to setting of stone. Do not extend coating onto portions of ferrous metal which will be exposed in finished work. Do not apply coating to stainless or non-ferrous metals. E. REPAIR & CLEANING , 1. Repair chips with touchup materials furnished by manufacturer. 2. Saturate units to be cleaned prior to applying an approved masonry cleaner. j 3. Consult with manufacturer for appropriate cleaners. 3 1405-137 CAST STONE 04720-7 3 DIVISION 5 METALS 05100 STRUCTURAL METAL FRAMING 1.1 Scope of Work: The work required consists of all structural steel, steel erection and related items necessary to complete the work shown on the drawings and/or specified herein. 1.2 Shop Drawings: A. Shop Drawings for all work included in this section shall be prepared by the steel fabricators and four(4) copies submitted to the Engineer. Drawings shall be submitted and processed in accordance with requirements of Division 1 of these specifications. Approval of drawings shall be obtained prior to fabricating any material or proceeding with the work. B. Shop Drawings shall include all information necessary for the fabrication of the component parts of the structure. They shall indicate size and weight of members,type and location of shop and field connections, the type, size and extent of all welds,and the welding sequence when required. The welding symbols used on the shop drawings shall be as adopted by the American Welding Society. C. The Review of Shop Drawings by the Engineer will be for size and arrangement of principal and auxiliary members and for"design" requirements of the Contract Documents. Any errors in dimensions, quantities and/or details shown on shop drawings shall be the responsibility of the Contractor. The Contractor shall check and approve/disapprove shop drawings prior to submitting them to the Engineer. The shop drawings/data shall consist of dimensioned layouts and materials list for all reinforcing steel and structural steel; manufacturer's descriptive data, diagrams, specifications and performance data for all specialty items of equipment and other items specified. Shop drawings shall be reviewed by the Contractor before being submitted to the Engineer. Shop drawings ■ shall be reviewed by the Engineer and returned to the Contractor prior to fabrication and/or placement of any items into the job. Review by the Engineer of shop drawings for any material, apparatus, devices, and layouts shall only be for compliance with the "Design" requirements of the Contract Documents and shall not relieve the Contractor from the responsibility of furnishing same of proper dimension, size quantity, quality and all 1405-137 STRUCTURAL METAL FRAMING 05100-1 I I I performance characteristics to efficiently perform the requirements and intent of the Contract Documents. Shop drawings review by the Engineer shall not relieve the Contractor from responsibility for errors of any sort on the shop drawings. 1.3 Design: I A. For structural steel,the rules and practices set forth in the latest edition of AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" shall govern this work. Welding shall be in accordance with the requirements of the AWS Standard Code for Arc and Gas Welding in Building Construction (Latest Edition). B. The design of members and connections for any portions of the I structure not indicated on the design plans shall be completed by the fabricator. Such design shall conform to the requirements of the current issue of the "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings"of the AISC. Shop drawings showing such design shall be submitted to the Engineer for approval before fabrication. No changes or modifications of the design will be permitted without approval. C. Members and connections designed by the Fabricator shall have I the full strength of the strongest element of the joint(s)or member(s) involved. 1.4 Materials: All materials shall be new and shall conform to the following: I A. Heavy Structural Steel -ASTM Designation A-992. B. High Strength Steel Bolts(HSB)-ASTM Designation A-325. Special anchor bolts are shown on drawings,tolerance shall be 1/16". All bolts shall be of American manufacturers. C. Mild Steel Bolts (MB)-ASTM Designation A-307. All bolts shall be of American manufacturers. D. Filler Metal for Welding-Welding electrodes for manual shielded metal arc welding shall conform to ASTM Specifications I A-233-64T, E70 series. E. Steel Pipe(Sch 40)-ASTM Designation A-53 and structural I tubing ASTM Designation A500B,(Fy 46KSI). I 1405-137 STRUCTURAL METAL FRAMING 05100-2 I I I I F. Galvanized Steel Shapes, Plates, Bars and Strips-All steel shapes, plates, bars and strips shall be hot-dip galvanized after fabrication in complete accordance with ASTM A-123, (where shown or I G. where listed herein). Galvanized Steel Hardware (Bolts, Nuts and Washers) -All steel hardware to be galvanized shall be hot dip galvanized in complete I accordance with ASTM A-153. Zinc coating shall be Class "C" (minimum). All of American Manufacturers. I Galvanized items shall be as shown on the drawings and as listed herein. The required galvanized items are: I 1. All anchor bolts, channels, plates, angles and plates embedded in concrete or masonry. All bolts and washers joining galvanized members. I2. Miscellaneous steel framing at exterior doors and door openings including embedded items, lintels and plates. I3. Refer to drawings for additional items. H. Evidence of Conformity - Certified test reports of structural steel, icast steel, steel forgings and rivet steel shall constitute sufficient evidence of conformity with the specifications. The manufacturer's certification for bolts and nuts and filler metal for 0 I welding shall constitute evidence of compliance. I. All steel not galvanized shall be shop finished as follows: All structural framing members shall be cleaned of all foreign matter and loose scale and shall be given one(1)complete coat of red oxide metal primer, which shall have a DFT of not less than 2.0 mils. I After erection,the field connections and all abraded places shall be repaired with a touch-up coat of the same primer. I J. Grout for setting anchor plates shall be Sono-grout by Sonneborn Building Products or other approved equals. 4 I K. Welding electrodes shall conform to the American Welding Society Specifications Class E-70. I 1405-137 STRUCTURAL T RAL METAL FRAMING 05100-3 III I J j 1.5 Structural Framing: All framing members except where noted shall be hot-rolled structural shapes, cold-formed shapes or built-up shapes of welded plate construction. All metals shall comply with applicable ASTM Designations and the manufacturer shall designate the submittal of Design Notes,the applicable ASTM Designation for the various type members used. The minimum thickness of all hot-rolled or built-up structural steel shall be 0.188"thickness. 1.6 Workmanship and Details of Construction: A. Connections shall be as shown on the plans; or when not shown on the drawings, shall conform to the requirements of the AISC and the AWS for welded and bolted connections. 1. Shop Connections shall be welded unless otherwise shown. 2. Field Connections on all major structural members shall be made with high strength bolts (A-325) as shown on contract drawings, except where welded connections are detailed. Connection not detailed on drawings shall be approved by the Engineer. Minor connections may utilize mild steel bolts ASTM-307. B. Formation of Holes shall be as follows: ' 1. Burning- Holes shall not be made or enlarged by burning. The burning of unfair holes in the field or shop will not be permitted. 2. Holes shall be provided in the structural steel as shown or 1 required to permit connecting the work of other templates and other information as required. Holes may be drilled or punched, except that holes in base or bearing plates shall be drilled. C. Nuts shall be of an approved self-locking type, or the bolt threads • shall be upset to prevent backing-off of the nuts. D. Bolting Except High Strength Bolting- Bolts shall be driven accurately into the hole without damaging the thread. Bolt heads shall be protected from damage during driving. Bolt heads and nuts shall rest squarely against the metal. Where bolts are to be 1 used on beveled surfaces having slopes greater than 1 in 20 with a I 1405-137 STRUCTURAL METAL FRAMING 05100-4 I 1 I plane normal to the bolt axis, beveled washers shall be provided to I give full bearing to the head or nut. Where self-locking nuts are not furnished, bolt thread shall be upset to prevent the nuts from backing off. Bolts shall be of the length that will extend entirely I through, but no more than 1/4 inch beyond the nuts. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench not less than fifteen (15") inches long. Bolt heads shall be I tapped with a hammer while the nut is being tightened, nuts shall be locked. Bolts shall be tightened to attain a stress of not less than 10,000 psi in the body of the bolt for A-36 or A-307 material. IHigh Strength Bolting shall comply with the requirements of AISC Specifications for Structural Steel Joints, using ASTM A-325. I1.7 Erection: The rules and practices set forth in "Code of Standard Practice for IA. Steel Buildings and Bridges" and "AISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" of the American Institute of Steel Construction (AISC) shall Igovern heavy structural steel work. Welding shall be in accordance with the Standard Code for Arc and Gas Welding in Building Construction of the American Welding Society(AWS). IAll applicable codes shall be those in effect at the time of Contract award. IB. Work under this heading shall be properly coordinated with the work of all other trades. The Contractor shall verify that work of IIother trades which is related to or will be incorporated with this work is properly placed, inspected and approved before proceeding with this installation. Isite No material shall be fabricated or delivered to the s to un t il after approval of shop drawings. ID. Substitution of sections and details may be made only when approved by the Engineer. In case structural sections shown on I plans cannot be readily obtained, substitution of sections of equal strength which conform to the requirements of the design may be approved for use. IE. Fabrication assembling and erection shall conform to the approved shop drawings. Structural material shall be fabricated and I assembled in the shop to the greatest extent possible. Shearing, flame cutting, and chipping shall be done carefully and accurately. i 1405-137 STRUCTURAL METAL FRAMING 05100-5 I I i Assembled pieces shall be taken apart, if necessary, for the removal of burrs and shavings produced by the fabricating operations. 1.8 Responsibility for Errors: A. The Contractor shall be responsible for all errors of fabrication and for the proper fitting of the various members shown on the shop drawings. Errors in the shop fabrication of deformation resulting from handling and transporting that prevent the proper assembly and fitting of parts shall be reported immediately to the Engineer and approval of the method of correction shall be obtained. Approved connections shall be made at no additional cost to the Owner. 1.9 Assembly and Fitting: A. Driftpins-driftpins may be used only to bring together the several parts and shall not be used in such manner as to distort or damage the metal. B. Gas-Cutting-The use of a gas-cutting torch in the field for correcting fabrication errors will not be permitted on any major member in the structural framing. The use of a gas cutting torch will be permitted only on minor members,when the member is not under stress, and then only after the approval of the Engineer has been obtained. C. All work done and materials furnished shall be of first class quality to the satisfaction of the Engineer. The work of erection shall be at all times, subject to the inspection and acceptance of the Engineer or his representative on the ground. 1.10 Welding A. Welding,where permitted or specified, shall be electrical arc 1 method in accordance with the American Welding Society Specifications for Welding in Building Construction. ' B. Welds shall be made only by operators who are currently qualified by tests, as prescribed by the American Welding Society "Standard ' Qualification Procedure",to perform the type of work required, except that this provision need not apply to tack welds not later incorporated into finishing welds carrying calculated stress. I I 1405-137 STRUCTURAL METAL FRAMING 05100-6 I C. All arc welding electrodes shall conform to the requirements of the American Welding Society Specifications for Iron and Steel Arc Welding Electrodes, latest edition. 11 I 1 1 1 1 1405-137 STRUCTURAL METAL FRAMING 05100-7 j j 05210 STEEL JOISTS 1.1 Scope of Work: The work required under this section consists of all open-web steel joists, joist girders, accessories and related items necessary to complete the work shown on the drawings and/or as herein specified. 1.2 Shop Drawings: Shop drawings and erection diagrams of steel joists shall be submitted in triplicate to the Engineer for approval. Drawings shall be submitted and processed in accordance with the requirements described in Division 1 General Requirements and 05100-5.2. Approval of Shop drawings shall be obtained prior to proceeding with manufacturing. Shop drawings shall indicate joists type, number, sizes, spacings, bridging, connections, headers, anchoring, bearing plates and all other details of erection. 1.3 Compliance with Standard & Industry Specifications: A. All material and fabrication shall comply with one or more of the ' following ASTM Specifications: A-36, A-242, A-529, A-572, A-588, A-606. ' B. An affidavit, if requested, shall be furnished by the Contractor from the manufacturer, certifying that the materials or products delivered to the job meets the requirements specified, however, such certification shall not relieve the Contractor from the responsibility of complying with any added requirements specified herein. 1.4 Joist-Type, Fabrication and Erection: Open-Web Joists and Joist Girders shall be provided where shown on the 3 drawings. The joists shall be designed, fabricated and erected in accordance with the Standard Specifications and Load Tables for Open-web Steel Joists, as adopted by the American Institute of Steel Construction, Inc., and the Steel Joist Institute,the latest edition, the applicable building code and with modifications as shown on the drawings and as herein specified. Provide bottom chord extensions where shown. J 1.5 General Requirements A. Painting-Joists, bridging, anchors and other accessories shall be 1405-137 STEEL JOISTS 05210-I 1 cleaned of all foreign matter and loose scale by hand or power tool (SSPC-SP15) and given one (I) shop coat of zinc chromate primer, joist manufacturer's standard metal primer, 2.0 mils DFT. 1. After erection, the field connections and all abraded places shall be repaired with a touch-up coat of the same primer. 2. Refer to Division 9 for final joist painting. B. Open Web Joist Loading-Additional loads applied to top chord and seat shall be as follows and as shown on the contract documents. All of these additional loads shall be transferred through the bar joist structure and through the seat of the bar joist into the structural system below. These loads are actual loads and are not to be factored for wind. 1. 1,500 pounds axial load tension or compression in top chord due to wind. This applies to all bar joist in the roof system except where larger specific loadings are required by contract documents. 2. 650 lb. horizontal (perpendicular to joist) load applied to top chord at seat due to wind. C. Open Web Joist Loading—Additional loads applied to top chord from roof top units and condensers shall be additive to the joint uniform loads. Open Web Joist shall be designed as shown on plans and with unsymmetrical panel point loading. D. Joist Girder Loading—Additional loads applied to top chord from roof top units and condensers shall be additive to the joist girder designation panel point loads. Joist girders shall be designed as shown on plans with unsymmetrical panel point loading. 1 1.6 Erection -Joists shall be set to spacing shown with minimum bearings in accordance with Specifications of the Steel Joist Institute. Headers, trimmers and bearing plates shall be provided as shown. ' A. Each joist resting on steel supports shall be welded to each support with two (2)welds, as shown on the drawings. Touch-up paint ' immediately after welding. 1405-137 OS 137 STEEL JOISTS 0 5210-2 1 1 B. Joists shall be bridged with diagonal or continuous horizontal bridging. Bridging shall be spaced at intervals shown and in I accordance with the Steel Joist Institute. C. The joists shall be permanently fastened to supports and all bridging and anchors completely installed before any construction loads, other than workmen, are placed on the joists. D. Welding shall be executed in accordance with the "Code for Arc and Gas Welding in Building Construction" of the American Welding Society as amended to date, and only by welding operators who are currently qualified to perform the type of work required. E. Open web joists shall have uplift bridging/bracing at the first ' bottom chord panel point. Joist girders shall be strutted at the ends of the bottom chord for uplift stability. Design joists for uplift pressures as shown on drawings. 1405-137 STEEL JOISTS 05210-3 05310 STEEL ROOF DECK 1.1 Scope of Work The work required consists of furnishing and installing all metal deck, accessories and related items necessary to complete the construction as shown on the drawings or specified herein. 1.2 Materials& Erection A. Steel Roof Deck shall be Vulcraft, Fy=33KS1, 22 gage, galvanized G-90. Deck shall be 1-1/2" deep. Submit shop drawings and fastener data. Equal product manufacturer include Bowman, Epic, Wheeling. B. Steel Roof Deck shall be attached to supporting members by means of galvanized steel,No. 12, Hex head, self drilling screws, in accordance with the following: 1. End parts shall have a four inch (4")thick lap and shall occur at supports. Fastening shall be done from the top side. Fastening of roof deck to supports shall be spaced as a ' minimum not more than 6" c.c. at edges and end termination. Interior fastening of roof deck shall be 12" c.c. at supports. 2. Attachment shall comply with FM-I-90 or as shown on plans. 3. Diaphragm shear strength screw pattern shall develop a minimum of 400 lbs/lf in plane, screw down application. 4. Steel for decks shall conform to the requirements of ASTM A568 and/or A-651, Grade A, or equal, having a minimum yield strength of 33,000 psi as noted above. 5. Accessories such as ridge and valley plates shall be supplied with the deck. 1.3 Structural Requirements: A. Gravity load requirements: Submit manufacturer's certification establishing the load carrying capacity of the specified integral roof deck assembly to include steel deck sheet and insulation; sealed by a licensed structural engineer registered to practice in the State of Florida. Individual component performance or 1405-137 STEEL ROOF DECK 05310-1 1 1 certification is not acceptable. B. Diaphragm load requirements: Submit manufacturer's certification establishing the shear strength and shear stiffness of the specified integral roof deck assembly to include steel deck sheet and insulation; sealed by a licensed structural engineer registered to practice in the State of Florida. Individual component performance or certification is not acceptable. 1 C. Wind uplift requirements: Submit manufacturer's certification establishing the wind uplift performance of the specified integral roof deck assembly to include steel deck sheet and insulation; sealed by a licensed structural engineer registered to practice in the State of Florida. Individual component performance or 1 certification is not acceptable. i 1 1 1 1 i 1 1 i i 1 , 1405-137 STEEL ROOF DECK 05310-2 j ii 05500 METAL FABRICATIONS • 1.1 Scope of Work A. The work required consists of all metal fabrication items. All items shall be free of defects impairing strength, durability and appearance. B. Submit shop drawings on all items to the Engineer prior to fabrication. S C. Verify dimensions and job conditions prior to fabrication. Y�r D. AWS "Structural Welding Code" of the American Welding Society shall govern. All exposed welds shall be ground smooth. 1.2 Materials A. Structural Steel shapes shall conform to ASTM A-992 and A-36. Loose lintels shall be hot dipped galvanized for all masonry, (ASTM A-123)1 Light gage metal shall be G90 galvanized. B. Miscellaneous Steel shall be mild steel unless otherwise specified and painted as per Section 0990 Painting. C. Cast Iron shall be of the best quality soft,tough gray castings obtainable conforming to ASTM A-48-74. D. Steel Pipes shall conform to ASTM A-53. E. Bolts, nuts, screws, plugs, washers, shall conform to ASTM A-307, hot dip galvanized to ASTM A-153. F. Mild Steel Arc-Welding Rods shall conform to ASTM A-233. G. Aluminum: Aluminum Alloy 6061-T6 Clear Anodized Finish. H. Fabricated Items 1. General: Provide Fabricated Metal items as shown on the drawings or otherwise required to complete the work even though each item may not be specifically mentioned herein. 1 The following items shall include all required parts, supports, anchorage, fittings and accessories. This list is for convenience only, and in no way relieves the Contractor from furnishing items indicated elsewhere or otherwise required. I 1405-137 METAL FABRICATIONS 05500-1 I 1 I 2. Miscellaneous Steel Bracing: Provide and install all miscellaneous steel shapes,angles, channels,etc.,for securing of and bracing door frames or other fabricated equipment to masonry or concrete as shown on the drawings or as necessary to insure proper stability and support. All items shall be galvanized. 3. Provide rough bucks as detailed or otherwise required, (galvanized). 4. Provide anchor bolts for miscellaneous items where not provide by trades furnishing the equipment. Wedge anchors shall generally be used,(galvanized). 1.3 Fabrication and Installation ' A. General , 1. Miscellaneous Items: Furnish and install fastening devices, anchor bolts,hangers, sleeves,angle frames,etc., as shown on the drawings,or otherwise required in the completion of the work. Even though every item is not herein specifically mentioned. Do not omit or duplicate required materials. 2. Provide all connecting members and attaching devices for properly securing fabricated items. Scribe and fit items as necessary.for installation. Attachment with wood or fiber plugs in masonry is not permitted. Use galvanized steel wedge anchors on exterior and ferrous anchors on the interior. B. Anchor bolts,nuts and heads shall be standard; provide proper washers where required. Attaching devices to be covered with masonry shall be installed as far as practicable as the work progresses,to avoid cutting or drilling. Masonry cutting shall be provided under the masonry contract. . C. All work shall be laid out,cut and assembled by mechanics skilled in metal fabricating so that the work will present a neat, , satisfactory appearance in the building. Measurements shall be accurate,cutting true to line,joints tight and secure, all in accordance with the best, current practice. , D. Required holes shall be accurately drilled or punched;do not cut with torch. Holes not matching shall be reamed and not drifted. I 1405-137 METAL FABRICATIONS 05500-2 i I E. Welding: Electrodes shall conform to the American Welding I Society Specifications Class E-70. Grind and remove scale from welded joints in metal burned or cut with torch; chip back to bright metal before welding. Welded joints to be exposed to view shall I have the welds so formed that the joint can be ground smooth with adjacent surfaces. IF. Shop assemble and fit work for installation, if possible. and erect work plumb, square, straight and true to line G. Construct a d p , sq g line, Iwith tight joints at intersections. H. Castings: Cast work shall be secured with bolts or tap screws I where practicable; all screws and bolt heads shall be concealed or countersunk if necessary to expose on finished exterior faces. 1 111 I. Protective Coatings I. Galvanizing: All ferrous metal items, structural shapes, , closures, fittings, anchoring devices, etc., used in Iconjunction with exterior work shall be hot-dipped galvanized even if specified to be painted. (ASTM A-123) unless otherwise indicated. Galvanize after fabrication. I 2. All material shall be thoroughly cleaned of all loose mill g Y scale, rust, splatter, sag and flux deposit, oil, dirt and other 1 foreign matter before applying finished coating. 1 3. Painting shall be applied only to dry surfaces and be allowed to dry before using. I4. Painting shall not be done in wet or freezing weather. 5. Bitumastic paint shall be of approved kind and quality. No a I thinning will be permitted. Apply heavy coat to contact area of dissimilar metals in contact with one another. I6. Refer to Division 9 for additional painting requirements. I I 1405-137 METAL FABRICATIONS 05500-3 1 2 05510 METAL LADDER PART 1 - GENERAL A. SCOPE OF WORK: j I. Furnish, construct and install a roof access ladder at the location shown on 1 the plans. 2. Ladder shall be stick built and conform to OSHA specifications. PART 2 - PRODUCTS A. METAL LADDER , 1. Fabrication: Ladder shall be fabricated from stick steel consisting of the following members. Field verify height of ladder. a. 2"x 3/8" flat bar rails spaced 18"apart. b. 3/4"diameter smooth bar rungs @ 14"O.C. max. capable of withstanding 300-pound load. c. Top rung shall be 2" below underside of roof deck. d. Toe spacing shall not be less than 6". PART 3 - EXECUTION , A. PREPARATION 1. Provide any wall blocking as nessecary. ' B. INSTALLATION 1. Ladder to be anchored at top, bottom, & 2 locations in between. 2. Paint SW6215 Rocky River(see division 9) ' 1 I 1405-137 METAL LADDER 05510-1 1 I DIVISION 7 THERMAL & MOISTURE PROTECTION I I 07210 PARTITION INSULATION IA. Scope of Work Include furnishing and installation of insulation in interior and exterior I partitions as indicated on drawings. Submit manufacturer's data for approval. B. Materials 1. Batts shall be flame resistant Sonobatts, OCF, (no Kraft Paper), I glass fiber bats. Insulation thickness, R-value, and location to be shown on the drawings. 2. Extruded Polystyrene Board Insulation: Rigid cellular polystyrene thermal insulation with closed cells and integral high density skin, formed by the exposition of polystyrene base resin in an extrusion process to comply with ASTM C 578, Type IV; 5-year aged r- ' value of 5 Btu/(hr x sf x degree F) at 75 degree F in manufacturer's standard lengths and widths. Compressive strength shall be 25 PSI. Flame spread rating shall be not more than 25 w/ Ismoke-developed index of not more than 450. Thickness shown on drawings. 1 a. Manufacturers: The following manufacturers' products have been used to establish minimum standards for materials, workmanship & function. Equal products of I other manufacturers may be used in the work, provided such products have been approved by the Architect. I "Styrofoam Scoreboard"; Dow Chemical USA. "Foamular 250"; Owens Corning. "Certifoam", Minnesota Diversified Products, Inc. I "GreenGuard"; Type IV 25 PSI b. Adhesive: Type recommended by insulation board Imanufacturer for application indicated. C. Installation Install in accordance with details on drawings and manufacturers instructions. II 1405-137 PARTITION INSULATION 07210-1 01 2 07240 EIF SYSTEM–NOA# 11-0606.03 PART 1 - GENERAL 1.01 SUMMARY 3 A. Materials and installation of Air and Moisture Barrier Drainable EIF System as indicated on the drawings. I 1.02 DESIGN REQUIREMENTS A. Moisture Control Prevent the accumulation of water behind the EIF system, either by condensation or leakage through the wall construction, in the design & detailing of the wall assembly. a. Provide flashing to direct water to the exterior where it is likely to penetrate components in the wall assembly, including, above window and door heads, beneath window and door sills, at roof/wall intersections, decks, abutments of lower walls with higher walls, above projecting features, and at the base of the wall. b. Air Leakage Prevention—provide continuity of air barrier system at foundation, roof, windows, doors, and other penetrations through the system with connecting and compatible air barrier components to minimize condensation and leakage caused by air movement. ' B. Color Selection & Submittals 1. There will be no prequalification of subcontractors, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Product data must be submitted along with color samples made to match those specified on the drawings. Any contractor who fails to submit the product data& samples as requested will be subject to rejection. Color samples must be submitted along with shop drawings regardless of the manufacturer chosen. a. STO Colors: See drawings for STO colors. ' b. Dryvit Colors: i. EIFS-1: DOTR011022 Sandstone (ST093860)w/ Sandpebble Fine Finish ii. EIFS-2: DOTR021022 Smoked Putty (ST093240) w/ Sandpebble Fine Finish iii. EIFS-G: DOTR031030 Envy (SW6925)w/Sandblast Finish c. BASF Colors: i. EIFS-1: Z 112554319-3 Sandstone w/Fine Finish ii. EIFS-2: Z 112554319-2 Smoked Putty w/Fine Finish iii. EIFS-G: Z 112554319-1 Green Envy w/Fine Finish 1405-137 EIF SYSTEM 07240-1 I C. Joints 1. Provide minimum 1/2 inch wide expansion joints in the EIFS at the locations shown on the drawings. 2. Provide minimum 1/2 inch wide sealant joints at all penetrations through the EIFS (windows, doors, etc.). 3. Install compatible backer rod and sealant that has been evaluated in accordance with ASTM C 1382, "Test Method for Determining Tensile Adhesion Properties of Sealants When Used in Exterior Insulation and Finish System (EIFS)Joints," and that meets minimum 50%elongation 1 after conditioning. 4. Provide joints so that Air Barrier continuity is maintained across the joint and drain joints to the exterior. D. Trim, Projecting Architectural Features and Reveals 1 1. All trim and projecting architectural features must have a minimum 1:2 [27°] slope along their top surface. All horizontal reveals must have a !!! minimum 1:2 [27°] slope along their bottom surface. Where trim/feature or bottom surface of reveal projects more than 2 inches from the face of the EIFS wall plane, protect the top surface with waterproof base coat. E. Insulation Thickness 1. Minimum EPS insulation thickness is 1 inch. See drawings for EPS thickness. 2. Maximum EPS insulation thickness is 12 inches when installed in accordance with ESR 1748 (including architectural features). 1 1.03 QUALITY ASSURANCE A. Manufacturer requirements 1. Member in good standing of the EIFS Industry Members Association (EIMA). 1 2. System manufacturer for a minimum of twenty (25) years. 3. Manufacturing facilities ISO 9001-2000 certified Quality System. B. Contractor requirements 1 1. Engaged in application of EIFS fora minimum of three (3) years. 1405-137 EIF SYSTEM 07240-2 I I 2. Knowledgeable in the proper use and handling of Sto materials and possessing certificate of completion of Sto on-line application test. I 3. Employ skilled mechanics who are experienced and knowledgeable in EIFS application, and familiar with the requirements of the specified I work. 4. Successful completion of minimum of three (3)projects of similar size I and complexity to the specified project. 5. Provide the proper equipment, manpower and supervision on the job site I to install the system in compliance with Sto's published specifications and details and the project plans and specifications. C. Insulation board manufacturer requirements I 1. Recognized by Sto as capable of producing insulation board to meet I system requirements, and hold a valid certification with Sto. 2. Listed by an approved agency. I 3. Label insulation board with information required by Sto, the approved listing agency and the applicable building code. ill D. Inspections II 1. Provide independent third party inspection where required by code or contract documents. 1.04 DELIVERY, STORAGE, & HANDLING A. Deliver all materials in their original sealed containers bearing manufacturer's 3 name and identification of product. B. Protect coatings (pail products) from freezing and temperatures in excess of 90°F (32° C). Store away from direct sunlight. C. Protect Portland cement based materials (bag products) from moisture and I humidity. Store under cover off the ground in a dry location. 1.05 PROJECT/ SITE CONDITIONS I A. Maintain ambient and surface temperatures above 40°F (4°C)during application and drying period, minimum 24 hours after application of Air/Moisture barrier and EIFS. B. Provide supplementary heat for installation in temperatures less than 40°F (4°C). 3 I 1405-137 EIF SYSTEM 07240-3 3 I C. Provide protection of surrounding areas and adjacent surfaces from application of materials. 1.06 COORDINATION SCHEDULING A. Coordinate installation of foundation waterproofing, roofing membrane, windows, doors, and other penetrations to provide a continuous Air and Moisture Barrier. ■ B. Provide protection of rough openings before installing windows, doors, and other penetrations through the wall and provide sill flashing. C. Coordinate installation of windows and doors so Air and Moisture Barrier components are connected to them to provide a continuous Air and Moisture Barrier. D. Install window and door head flashing immediately after windows and doors are installed. E. Install diverter flashings wherever water can enter the wall assembly to direct water to the exterior. F. Install copings and sealant immediately after installation of the EIF system and when EIFS coatings are dry. :11 G. Attach penetrations through EIFS to structural support and provide water tight seal at penetrations. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Provide EIFS System, Air/Moisture Barrier and accessories from single source manufacturer or approved supplier. B. The following are approved manufacturers: 1. Sto Corp.—EIFS System: StoTherm EIFS NExT L.M.I.– 10-year warranty (NOA# 11-606.03) 2. Dryvit–Outsulation Plus MD L.M.I.– 10-year warranty (NOA # 11-1108.02) 3. BASF Synerflex–Channeled Adhesive Design– 10-year warranty (NOA# 13-0717.04) There will be no prequalification of subcontractors, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Product data must be submitted along with color samples made to match those specified on the drawings. Any contractor who fails to submit the product data& samples as requested will be subject to rejection. 2.02 AIR/MOISTURE BARRIER A. StoGuardTM 1405-137 EIF SYSTEM 07240-4 1. Joint Compound: Sto Gold Fill—ready mixed flexible joint compound for ' rough opening protection and joint treatment of wall sheathing(not required for concrete/masonry surfaces) Note: Contractor has option of using Sto Gold Coat®over standard mesh. 111 2. Waterproof Barrier: Sto Gold Coat®ready mixed waterproof coating for wall substrates and sheathings. 3. Elastomeric Rough Opening Treatment(if shown on drawings): StoGuard I Rapid Sea1TM with StoGuard Mesh: moisture cure elastomeric waterproof air barrier material. 2.03 ADHESIVE A. Sto Primer/Adhesive-B---one-component polymer modified cement based, , factory blend adhesive with less than 33 percent Portland cement content by weight. 2.04 EXPANDED POLYSTYRENE BOARD INSULATION A. Nominal 1.O lb/ft3 (16 kg/m3)Expanded Polystyrene(EPS) Insulation Board in compliance with ASTM C 578 Type I requirements,and EIMA Guideline Specification for Expanded Polystyrene(EPS)Insulation Board. See drawings for thickness. (Must be Miami-Dade listed per NOA requirements if NOA#is specified) 2.05 BASE COAT I A. Sto Primer/Adhesive-B---one-component polymer modified cement based, factory blend adhesive with less than 33 percent Portland cement content by weight. 2.06 MESH , A. Standard Mesh: nominal 4.5 oz./yd2,symmetrical, interlaced open-weave glass fiber fabric made with alkaline resistant coating for compatibility with Sto materials. B. Detail Mesh: nominal 4.2 oz/yd2, flexible, symmetrical, interlaced glass fiber fabric,with alkaline resistant coating for compatibility with Sto materials (used for standard EIFS backwrapping, aesthetic detailing, and reinforcement of sheathing joints and protection of rough openings with air/moisture barrier). C. High Impact Reinforcing Mesh Sto Armor Mat XX–nominal 20 oz/yd2(510 g/m2), symmetrical, interlaced open-weave glass fiber fabric made with alkaline resistant coating for compatibility with Sto materials 2.07 PRIMER A. Sto Primer Smooth–acrylic based tinted primer for spray application,tinted to the color of the finish 1405-137 EIF SYSTEM 07240-5 2.08 FINISH COAT A. Sto 310 Essence Finish: Acrylic based textured wall coating with graded marble aggregate. Texture: Fine Sand#310,tinted to colors as indicated on drawings. B. Stolit 130D: Acrylic based textured wall coating specially formulated for tinting to dark, vibrant colors. (Use only where STO SW `Envy' SW 6925 is used) 2.09 SELF-ADHERING WATERPROOF AIR-BARRIER TAPE A. 6" Sto Guard Tape: (80269) Self adhering waterproof air-barrier material composed of spun bond polyester fabric laminated to rubberized asphalt adhesive. 2.10 JOB MIXED INGREDIENTS A. Water--Clean and potable. B. Portland cement—ASTM C 150, Type I, Type II, Type I-II 2.11 GYPSUM SHEATHING A. 5/8"National Gypsum e2XP sheathing fastened w/#8 x 1 1/4" corrosion resistant wafer head screws @ 6" o.c. along studs& system perimeter. 2.12 SCRATCH COAT A. Sto Primer/Adhesive-B---one-component polymer modified cement based, factory blend adhesive with less than 33 percent Portland cement content by weight. 1 PART 3—EXECUTION Refer to longform specification E10OG for detailed information on substrates,performance data, mixing and installation instructions 3.01 INSTALLATION A. Install Air/Moisture Barrier and EIFS in compliance with drawings& manufacturer's published instructions. 3.02 PROTECTION 1 A. Provide protection of installed materials from water infiltration into or behind them. B. Provide protection of installed materials from dust, dirt, precipitation, freezing and continuous high humidity until they are fully dry. I 1405-137 EIF SYSTEM 07240-6 1 07500 SINGLE PLY MEMBRANE ROOF—NOA# 14-626.02 PART 1 GENERAL 111 1.01 DESCRIPTION ' A. The project consists of installing Carlisle's Sure-Weld white TPO 60-mil membrane adhered Roofing System as outlined below. Apply the Sure-Weld Adhered Roofing ' System in conjunction with two layers of Carlisle HP-H Polyiso with total R-value of no less than that which is listed on the drawings over metal roof deck. 1.02 EXTENT OF WORK A. Provide all labor, material, tools, equipment, and supervision necessary to complete the installation of the Sure-Weld 60-mil thick white reinforced TPO (Thermoplastic Polyolefin)reinforced membrane Adhered Roofing System including flashings and insulation as specified herein and as indicated on the drawings in accordance with the manufacturer's most current specifications and details. B. The roofing contractor shall be fully knowledgeable of all requirements of the contract documents and shall make themselves aware of all job site conditions that will affect their work. C. The roofing contractor shall confirm all given information and advise the building owner, prior to bid,of any conflicts that will affect their cost proposal. D. There will be no prequalification of subcontractors, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Any contractor who fails to submit the product data as requested will be subject to rejection. 1.03 SUBMITTALS A. Prior to starting work,the roofing contractor must submit the following: 1. Shop drawings showing layout, details of construction and identification of 1 materials. 2. Sample of the manufacturer's Membrane System Warranty. I 3. Submit a letter of certification from the manufacturer which certifies the roofing contractor is authorized to install the manufacturer's roofing system and lists foremen who have received training from the manufacturer along with the dates training was received. 4. Certification from the membrane manufacturer indicating the membrane thickness over the reinforcing scrim (top ply membrane thickness) is nominal 15 mil or thicker. 5. Certification of the manufacturer's warranty reserve. 1405-137 SINGLE PLY MEMBRANE ROOF 07500-1 I B. Upon completion of the installed work, submit copies of the manufacturer's final inspection to the specifier prior to the issuance of the manufacturer's warranty. 7 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials to the job site in the manufacturer's original, unopened containers or wrappings with the manufacturer's name, brand name and installation instructions intact and legible. Deliver in sufficient quantity to permit work to continue without interruption. B. Comply with the manufacturer's written instructions for proper material storage. I. Store Sure-Weld membrane in the original undisturbed plastic wrap in a cool, shaded area. Sure-Weld membrane that has been exposed to the elements for approximately 7 days must be prepared with Carlisle Weathered Membrane Cleaner prior to hot air welding. 2. Store curable materials (adhesives and sealants)between 60°F and 80°F in dry areas protected from water and direct sunlight. If exposed to lower temperature, restore to 60°F minimum temperature before using. 3. Store materials containing solvents in dry, well ventilated spaces with proper fire and safety precautions. Keep lids on tight. Use before expiration of their shelf life. C. Insulation must be on pallets, off the ground and tightly covered with waterproof materials. D. Any materials which are found to be damaged shall be removed and replaced at the applicator's expense. 1.05 WORK SEQUENCE A. Schedule and execute work to prevent leaks and excessive traffic on completed roof sections. Care should be exercised to provide protection for the interior of the building and to ensure water does not flow beneath any completed sections of the membrane system. B. Do not disrupt activities in occupied spaces. 1.06 USE OF THE PREMISES A. Before beginning work, the roofing contractor must secure approval from the building owner's representative for the following: 1. Areas permitted for personnel parking. 2. Access to the site. 1405-137 SINGLE PLY MEMBRANE ROOF 07500-2 . 1 3. Areas permitted for storage of materials and debris. 4. Areas permitted for the location of cranes, hoists and chutes for loading and unloading materials to and from the roof. B. Interior stairs or elevators may not be used for removing debris or delivering materials, except as authorized by the building superintendent. 1.07 EXISTING CONDITIONS If discrepancies are discovered between the existing conditions and those noted on the drawings, ' immediately notify the owner's representative by phone and solicit the manufacturer's approval prior to commencing with the work. Necessary steps shall be taken to make the building watertight until the discrepancies are resolved. ' 1.08 SAFETY The roofing contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable local, state and federal requirements that are safety related. Safety shall be the responsibility of the roofing contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility's occupants including staff,visitors, customers and the occurrence of the general public on or near the site. ' 1.09 WORKMANSHIP A. Applicators installing new roof, flashing and related work shall be factory trained and approved by the manufacturer they are representing. B. All work shall be of highest quality and in strict accordance with the manufacturer's published specifications and to the building owner's satisfaction. C. There shall be a supervisor on the job site at all times while work is in progress. 1.10 QUALITY ASSURANCE I A. The Sure-Weld Membrane Roofing System must achieve a UL Class A. B. The specified roofing assembly must have been successfully tested by a qualified testing ' agency to resist the design uplift pressures calculated according to American Society of Civil Engineers (ASCE 7) and ANSI/SPRI WD-1 "Wind Design Standard Practice for Roofing Assemblies." C. The membrane must be manufactured by the material supplier. Manufacturer's supplying membrane made by others are not acceptable. D. Unless otherwise noted in this specification, the roofing contractor must strictly comply with the manufacturer's current specifications and details. E. The roofing system must be installed by an applicator authorized and trained by the 1405-137 SINGLE PLY MEMBRANE ROOF 07500-3 I manufacturer in compliance with shop drawings as approved by the manufacturer. The roofing applicator shall be thoroughly experienced and upon request be able to provide evidence of having at least five(5) years successful experience installing single-ply TPO roofing systems and having installed at least one(1) roofing application or several similar systems of equal or greater size within one year. F. Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and experienced superintendent on the job at all times roofing work is in progress. G. There shall be no deviations made from this specification or the approved shop drawings without the prior written approval of the specifier. Any deviation from the manufacturer's installation procedures must be supported by a written certification on the manufacturer's letterhead and presented for the specifier's consideration. H. The Sure-Weld TPO White membrane meets CRRC (Cool Roof Rating Council) for reflectance and emittance. When tested in accordance with ASTM C1549,the Sure-Weld White material has an initial solar reflectance of 0.79 and a 3-year aged reflectance of 0.70. The material has also been tested for emittance in accordance with ASTM C1371; an initial emittance of.90 and a 3-year aged emittance of 0.86 were achieved. I. The Sure-Weld White TPO membrane meets the emittance requirements set forth by the USGBC (U. S. Green Building Council) for their LEED (Leadership in Energy and Environmental Design) Program. The Sure-Weld White TPO material has an emittance of 0.95 (when tested in accordance with ASTM E408) and an SRI (solar reflectance index)of 110 (calculated using ASTM E 1980). J. Upon completion of the installation,the applicator shall arrange for an inspection to be J� made by a non-sales technical representative of the membrane manufacturer in order to determine whether or not corrective work will be required before the warranty will be issued. Notify the building owner seventy-two (72) hours prior to the manufacturer's • final inspection. 1.11 JOB CONDITIONS, CAUTIONS AND WARNINGS Refer to Carlisle's Sure-Weld Roofing System specification for General Job Site Considerations. A. Material Safety Data Sheets(MSDS) must be on location at all times during the transportation, storage and application of materials. B. When positioning membrane sheets, exercise care to locate all field splices away from low spots and out of drain sumps. All field splices should be shingled to prevent bucking of water. C. When loading materials onto the roof, the Carlisle Authorized Roofing Applicator must comply with the requirements of the building owner to prevent overloading and possible disturbance to the building structure. 1405-137 SINGLE PLY MEMBRANE ROOF 07 5 00-4 I I D. Proceed with roofing work only when weather conditions are in compliance with the manufacturer's recommended limitations, and when conditions will permit the work to I proceed in accordance with the manufacturer's requirements and recommendations. E. Proceed with work so new roofing materials are not subject to construction traffic. When I necessary, new roof sections shall be protected and inspected upon completion for possible damage. F. Provide protection, such as 3/4 inch thick plywood, for all roof areas exposed to traffic I during construction. Plywood must be smooth and free of fasteners and splinters. G. The surface on which the insulation or roofing membrane is to be applied shall be clean, I smooth, dry, and free of projections or contaminants that would prevent proper application of or be incompatible with the new installation, such as fins, sharp edges, I foreign materials,oil and grease. H. New roofing shall be complete and weather tight at the end of the work day. I I. Contaminants such as grease, fats and oils shall not be allowed to come in direct contact with the roofing membrane. I 1.12 WARRANTY A. Provide manufacturer's 20 year Total System Warranty covering both labor and material I with no dollar limitation. The warranty shall not be prorated or require the owner's signature, and shall be transferrable. The maximum wind speed coverage shall be peak gusts of 80 mph measured at 10 meters above ground level. Certification is required with bid submittal indicating the manufacturer has reviewed and agreed to such wind coverage. I B. A Reflectivity Warranty Amendment is available indicating the membrane will meet the Energy Star program reflectivity guidelines for both new and aged membrane for a period I of 10 years. C. Pro-rated System Warranties shall not be accepted. I D. Evidence of the manufacturer's warranty reserve shall be included as part of the project submittals for the specifier's approval. I PART 2 PRODUCTS 2.01 GENERAL I A. All components of the specified roofing system shall be products of an approved manufacturer. There is no prequalification of subcontractors, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Any contractor who fails to submit the product data as requested will be subject to rejection. I 1405-137 SINGLE PLY MEMBRANE ROOF 07500-5 I I a. Approved Manufactuerers: Carlisle Syntec (as specified) Firestone (Ultra Ply TPO) Versico (VersiWeld) B. All products (including insulation, fasteners, fastening plates, prefabricated accessories and edgings)must be manufactured and/or supplied by the roofing system manufacturer and covered by the warranty. C. Carlisle Roofing Systems(www.carlisle-syntec.com) Representatives: Dewayne Thomas (866) 480-4710 or Mark McBryde (205)942-9538 2.02 MEMBRANE Furnish Sure-Weld 60-mil thick white reinforced TPO (Thermoplastic Polyolefin)membrane as needed to complete the roofing system. Membrane thickness over the reinforcing scrim (top-ply thickness) shall be nominal 15 mil thick or greater. Membrane sheets in rolls 12', 10'or 8' wide by 100' long. 2.03 INSULATION BOARD A. When applicable, insulation shall be installed in multiple layers. The first and second layers of insulation shall be mechanically fastened to the substrate in accordance with the manufacturer's published specifications. B. Insulation shall be Carlisle HP-H Polyiso as supplied by Carlisle SynTec. Minimum R- value required is listed on the drawings, to be applied in two layers. 1. Carlisle HP-H Polyiso—A foam core insulation board covered on both sides with a medium weight fiber-reinforced felt facer meeting ASTM C 1289-06, Type II, Class 1, Grade 2 (20 psi)or Grade 3 (25 psi). The product is available in 4' x 8' standard size with a thickness from 1 to 4 inches. 4' x 4' tapered panels are also available. 2.04 ADHESIVES AND CLEANERS All products shall be furnished by Carlisle and specifically formulated for the intended purpose. A. Sure-Weld Bonding Adhesive: A high-strength, synthetic rubber adhesive used for bonding Sure-Weld membrane to various surfaces. The adhesive is applied to both the membrane and the substrate at a coverage rate of approximately 60 square feet per gallon per finished surface (includes coverage on both surfaces). B. Low VOC Bonding Adhesive for TPO: This product meets the<250 gpl VOC (volatile organic compound) content requirements of the OTC Model Rule for Single-Ply Roofing Adhesives. A high strength, solvent-based contact adhesive that allows bonding of TPO membrane to various porous and non-porous substrates. Apply at a rate of 60 ft2 per gallon finished surface. Available in 5 gallon pails. This product does not comply with southern California counties with additional restrictions on solvents. See Carlisle's 1405-137 SINGLE PLY MEMBRANE ROOF 07500-6 1 Product Data Sheet for a listing of the counties involved. C. Low VOC Bonding Adhesive 1168: This product meets the <250 l VOC (volatile g P gpl ( organic compound) content requirements of the OTC Model Rule for Single Ply Roofing Adhesives. A high strength, solvent-based contact adhesive the allows bonding of TPO membrane to various porous and non-porous substrates. Apply at a rate of 60 ft2 per gallon finished surface. Available in 5-gallon cans. This product complies with southern California counties with additional restrictions on solvents. See Carlisle's Product Data , Sheet for a listing of the counties involved. D. Cut-Edge Sealant: A white or clear colored sealant used to seal cut edges of reinforced I Sure-Weld membrane. A coverage rate of approximately 225 -275 linear feet per squeeze bottle can be achieved when a 1/8" diameter bead is applied. E. Water Cut-Off Mastic: Used as a mastic to prevent moisture migration at drains, compression terminations and beneath conventional metal edging(at a coverage rate of approximately 10'per tube or 100'per gallon). I F. Universal Single-Ply Sealant: A 100% solids, solvent free, voc free,one part polyether sealant that provides a weather tight seal to a variety of building materials. It is white in color and is used for general caulking such as above termination bars and metal counter flashings and at scuppers. G. Thermoplastic One-Part Pourable Sealer: A one-part, moisture curing, elastomeric 111 polyether sealant used to fill TPO Molded Pourable Sealant Pockets. Packaged in 4, 2- liter foil pouches inside a reusable plastic bucket. 1 pouch will fill 2 TPO Molded Pourable Sealant Pockets. H. Weathered Membrane Cleaner: Used to prepare membrane for heat welding that has been exposed to the elements or to remove general construction dirt at an approximate coverage rate of 400 square feet per gallon (one surface). I. TPO Primer: A solvent-based primer used to prepare the surface of Sure-Weld 111 Membrane prior to application of Pressure-Sensitive Coverstrip and TPO Pressure- Sensitive RUSS. I J. TPO Low VOC Primer:: A solvent-based, low solids primer used to prepare the surface of Sure-Weld Membrane prior to application of Pressure-Sensitive Coverstrip and TPO Pressure-Sensitive RUSS. This low VOC product is ideal for use in states where environmental issues are a concern. 2.05 FASTENERS AND PLATES t To be used for mechanical attachment of insulation and membrane securement: A. HP-X Fasteners: A heavy duty#15 threaded fastener with a#3 phillips drive used for membrane or insulation securement into steel, wood plank or minimum 15/32 inch thick plywood when increased pullout resistance is desired. B. Insulation Fastening Plates: a nominal 3 inch diameter plastic or metal plate used for 1405-137 SINGLE PLY MEMBRANE ROOF 07500-7 I insulation attachment. 2.06 MEMBRANE TERMINATIONS I ' A. Metal Termination Bar: (If shown on drawings) a 1"wide and .098"thick extruded aluminum bar pre-punched 6" on center; incorporates a sealant ledge to support Lap Sealant and provide increased stability for membrane terminations. ir► PART 3 EXECUTION 3.01 GENERAL A. Comply with the manufacturer's published instructions for the installation of the membrane roofing system including proper substrate preparation,job site considerations and weather restrictions. B. Position sheets to accommodate contours of the roof deck and shingle splices to avoid bucking water. f 3.02 INSULATION BOARD PLACEMENT A. Do not install more insulation board than can be covered with membrane in the same day. Install insulation or membrane underlayment over the substrate with boards butted together. Gaps greater than 1/4"are not acceptable. Stagger joints both horizontally and vertically if multiple layers are provided. B. Secure insulation to the substrate with the required mechanical fasteners in accordance with the manufacturer's specifications. 3.03 MEMBRANE PLACEMENT AND ATTACHMENT Vie+ A. Position Sure-Weld membrane over the acceptable substrate. Fold membrane sheet back onto itself so half the underside of the membrane is exposed. B. Apply Bonding Adhesive in accordance with the manufacturer's published instructions,to the exposed underside of the membrane and the corresponding substrate area. Do not apply Bonding Adhesive along the splice edge of the membrane to be hot air welded over the adjoining sheet. Allow the adhesive to dry until it is tacky but will not string or stick to a dry finger touch. 1. Roll the coated membrane into the coated substrate while avoiding wrinkles. Brush down the bonded section of the membrane sheet immediately after rolling the membrane into the adhesive with a soft bristle push broom to achieve maximum contact. 2. Fold back the unbonded half of the sheet and repeat the bonding procedures. C. Position adjoining sheets to allow a minimum overlap of 2 inches to provide a minimum 1-1/2" hot air weld. 1405-137 SINGLE PLY MEMBRANE ROOF 07500-8 I D. Continue to install adjoining membrane sheets in the same manner, overlapping edges a minimum of 2 inches and complete the bonding procedures as stated previously. ' 3.04 MEMBRANE HOT AIR WELDING PROCEDURES A. Hot air weld the Sure-Weld membrane using an Automatic Hot Air Welding Machine or g g Hot Air Hand Welder in accordance with the manufacturer's specifications. At all splice intersections, roll the seam with a silicone roller immediately after welder crossed the , membrane step-off to ensure a continuous hot air welded seam. Note: All splice intersections shall be overlaid with Sure-Weld T joint covers or non- I reinforced flashing. B. Probe all seams once the hot air welds have thoroughly cooled (approximately 30 1 minutes). C. Repair all seam deficiencies the same day they are discovered. J D. Apply Cut Edge Sealant on all cut edges of reinforced membrane (where the scrim reinforcement is exposed)after seam probing is complete. Cut Edge Sealant is not required on vertical splices. 3.05 FLASHING A. Flashing of parapets, curbs, expansion joints and other parts of the roof must be • performed using Sure-Weld reinforced membrane. Sure-Weld non-reinforced membrane can be used for flashing pipe penetrations, Sealant Pockets, and scuppers, as well as inside and outside corners, when the use of prefabricated accessories is not feasible. B. Follow manufacturer's typical flashing procedures for all wall, curb, and penetration flashing including metal edging/coping and roof drain applications. 3.06 DAILY SEAL I A. On phased roofing, when the completion of flashings and terminations is not achieved by the end of the work day, a daily seal must be performed to temporarily close the membrane to prevent water infiltration. B. Complete an acceptable membrane seal in accordance with the manufacturer's j requirements. 3.07 CLEAN UP 1 A. Perform daily clean up to collect all wrappings, empty containers, paper, and other debris from the project site. Upon completion, all debris must be disposed of in a legally acceptable manner. B. Prior to the manufacturer's inspection for warranty, the applicator must perform a pre- J inspection to review all work and to verify all flashing has been completed as well as the application of all caulking. 1405-137 SINGLE PLY MEMBRANE ROOF 07500-9 I 07600 FLASHING & SHEET METAL A. Scope 1. All materials passing through or mounted on the roof shall be flashed. 2. Include all flashing at windows, doors and finished openings. B. Materials 1. Downspouts (and scupper, conductor head and gutters, if shown on the drawings) shall be 24 gauge galvanized metal &painted. 2. Metal parapet cap shall be galvanized steel & painted. See drawings for gauge. 3. Plastic bituminous cement shall comply with Fed. Spec. SS-C.153, Type 1 or ASTM D2822. 4. Fasteners and nails shall be stainless steel except where otherwise shown. 5. Sealants shall comply with Section 07900 Caulking& Sealants. C. Fabrication - Installation 1. All work shall be water-tight. Fabrication and installation shall be consistent with standards of good workmanship and the requirements of the roofing work. All materials passing through or mounted on the roof shall be flashed. Proper allowance shall be made for expansion. 2. Clean all new metal work at the completion of the project. 3. Metals which join or abut dissimilar materials or other metals shall be isolated or insulated to prevent electrolysis. 4. Flashing and sheet metal work shall be set in true alignment without "oil canning" or distortion. D. Clean-up Remove all empty containers, flashing materials, tools, etc., and clean stains from surfaces to be exposed. 1405-137 FLASHING & SHEET METAL 07600-1 1 I 07720 ROOF HATCH -NOA# 11-0722.10 PART 1 - GENERAL I 1.01 SUMMARY I A. Work included: Furnishing and installing factory fabricated roof hatches. 1.02 REFERENCES 1 A. American Society for Testing and Materials (ASTM), 100 Bar Harbor Drive, West Conshocken, PA 19428-2959; (610) 832-9585, fax (610) 832-9555. 1. ASTM A 36-93a: Standard Specification for Structural Steel B. Miami-Dade Building Code Compliance Office, 140 W Flagler Street, Suite 1603, I Miami, FL 33130-1563 phone (305) 375-2901, fax(305) 375-2908 1. N.O.A. 11-0722.10 High velocity hurricane zone, large and small missile I impact C. Florida Building Commission, 1940 North Monroe Street, Tallahassee FL 32399, I phone: 850-487-1824 1. Florida Product Approval number FL13501 High velocity hurricane zone, large and small missile impact. I D. International Organization for Standardization (ISO), ISO Central Secretariat, 1, ch. de la Voie-Creuse, CP 56, CH-1211 Geneva 20, Switzerland, phone +41 22 74901 11, fax +41 22 733 34 30 1. ISO 9001:2008 Certified 1.03 SUBMITTALS I A. Shop Drawings: Provide manufacturer's product data for all materials in this specification B. Contract Closeout: Roof hatch manufacturer shall provide the manufacturer's Warranty prior to the contract closeout. 1 1.04 PRODUCT HANDLING A. All materials shall be delivered in manufacturer's original packaging. I B. Store materials in a dry, protected, well-vented area. The contractor shall thoroughly inspect product upon receipt and report damaged material immediately to delivering carrier and note such damage on the carrier's freight bill of lading. C. Remove any protective wrapping immediately after installation. I 1.05 JOB CONDITIONS I A. Verify that other trades with related work are complete before installing roof hatch. I 1405-137 ROOF HATCH 07720-1 1 B. Mounting surfaces shall be straight and secure; substrates shall be of proper width. C. Refer to the construction documents, shop drawings, and manufacturer's installation instructions. D. Coordinate installation with roof membrane and roof insulation manufacturer's instructions before starting. E. Observe all appropriate OSHA safety guidelines for this work. 1.06 WARRANTY A. Manufacturer's standard warranty: Materials shall be free of defects in material and workmanship for a period of five years from the date of purchase. Should a part fail to function in normal use within this period, manufacturer shall furnish a new part at no charge. Electrical motors, special finishes, and other special equipment(if applicable) shall be warranted separately by the manufacturers of those products. B. Manufacturer's Quality System: Registered to ISO 9001:2008 Quality Standards including in-house engineering for product design activities. PART 2 -PRODUCTS 1 2.01 MANUFACTURER A. The BILCO Company, P.O. Box 1203,New Haven, CT 06505, 1-203-934-6363, Fax: 1-203-933-8478, Web: www.bilco.com B. There will be no prequalification of manufacturers, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed above must submit all required documentation for approval during the shop drawing process. Product data must be submitted to match that specified on the drawings. Any contractor who fails to submit the product data as requested will be subject to rejection. 2.02 ROOF HATCH A. Furnish and install where indicated on plans metal roof hatch Type S, size width: 3'0" x length: 2'6". Length denotes hinge side. The roof hatch shall be single leaf. The roof hatch shall be pre-assembled from the manufacturer. B. Performance characteristics: 1. Cover shall be reinforced to support a minimum live load of 40 psf (195kg/m2)with a maximum deflection of 1/150th of the span or a maximum design pressure of+or- 70 psf(342kg/m2) with a factor of safety of 2. 1405-137 ROOF HATCH 07720-2 I 2. Operation of the cover shall be smooth and easy with controlled operation throughout the entire arc of opening and closing. 3. Operation of the cover shall not be affected by temperature. 4. Entire hatch shall be weathertight with fully welded corner joints on cover and curb. , C. Cover: Shall be 14 gauge paint bond G-90 galvanized steel with a 3" beaded flange with formed reinforcing members. Cover shall have a heavy extruded EPDM rubber gasket that is bonded to the cover interior to assure a continuous seal when compressed to the top surface of the curb. D. Cover insulation: Shall be fiberglass of 1"thickness, fully covered and protected by a 22 gauge paint bond G-90 galvanized steel liner. E. Curb: Shall be 12" in height and of 14 gauge paint bond G-90 galvanized steel. The curb shall be formed with a 3-1/2" flange with 7/16" holes provided for securing to the roof deck. The curb shall be equipped with an integral metal capflashing of the same gauge and material as the curb, fully welded at the corners,that features the Bil-Clip®flashing system, including stamped tabs, 6"on center,to be bent inward to hold single ply roofing membrane securely in place. , F. Curb insulation: Shall be rigid, high-density fiberboard of 1"thickness on outside of curb. , G. Lifting mechanisms: Manufacturer shall provide compression spring operators enclosed in telescopic tubes to provide, smooth, easy, and controlled cover operation throughout the entire arc of opening and closing. The upper tube shall be the outer tube to prevent accumulation of moisture, grit, and debris inside the lower tube assembly. The lower tube shall interlock with a flanged support shoe through bolted to the curb assembly. H. Hardware: 1. Heavy pintle hinges shall be provided. 2. Cover shall be equipped with a spring latch with interior and exterior turn handles. 3. Roof hatch shall be equipped with interior and exterior padlock hasps. 4. The latch strike shall be a stamped component bolted to the curb assembly. 5. Cover shall automatically lock in the open position with a rigid hold open I arm equipped with a 1"diameter red vinyl grip handle to permit easy I / release for closing. 6. Compression spring tubes shall be an anti-corrosive composite material and all other hardware shall be zinc plated and chromate sealed. 7. Cover hardware shall be bolted into heavy gauge channel reinforcing welded to the underside of the cover and concealed within the insulation space. I. Finishes: Factory finish shall be alkyd based red oxide primed steel. 3 I 1405-137 ROOF HATCH 07720-3 I J. Models S-20 alvanized steel cover and curb) and S-50 (aluminum cover and (g ) an ( curb) shall be Miami-Dade Product Control approved, NOA # 11-0722.10 (Exp. 12/2/14) meeting large and small missile impact requirements. Florida Product Approval #FL 15110. PART 3—EXECUTION 3.01 INSPECTION 6 A. Verify that roof hatch installation will not disrupt other trades. Verify that the substrate is dry, clean, and free of foreign matter. Report and correct defects prior to any installation. 3.02 INSTALLATION A. The installer shall check as-built conditions and verify the manufacturer's roof hatch details for accuracy to fit the application prior to fabrication. The installer shall comply with the roof hatch Manufacturer's installation instructions. B. The installer shall furnish mechanical fasteners consistent with the roof requirements. I I I 1 I 1405-137 ROOF HATCH 07720-4 I I 07900 CAULKING & SEALANTS I A. SCOPE OF WORK: Includes caulking, sealing, pointing and other related items necessary to I complete project indicated by drawings. Sealants shall be installed by the trade installing the material. 1. Inside and outside face of all vertical wall joints, around door and window frames and at mechanical openings shall receive sealant. a. Sealant - Use on exterior or interior where joint is subject to I movement. Cyclic movement capacity is 12 to 25 percent. b. Caulk - Use on interior only where joint is not subject to I movement. Cyclic movement is 5 to 10 percent. B. PRODUCTS: I 1. Sealant-Tremco "Dymeric", Pecora NR-200 or Sonneborn "Sonolastic I NP-2" or an approved equal, with 20-year minimum life expectancy and installed in strict accordance with the manufacturer's recommendations. Provide backer rods compatible with sealant used. I 2. Caulk- Resinous, gun grade, non-staining plastic compound with shrinkage factor not exceeding 15 percent. TREMCO MONO, Sonneborn I "Sonolac" or Pecora AC-20 or an approved equal, (interior use). 3. Joint Backing - Elastic close cell synthetic material, non-reactive with I caulking materials and non-oily, approved by sealant manufacturer min. density 3.24 lbs per cubic foot. Use no asphalt or bitumen-impregnated materials with sealants. I C. INSTALLATION: 1. Thoroughly clean all joints, blow loose particles from joint. Material to be I contacted by sealant shall be dry, fully cured and free from agents to prevent a good bond. Prime joint as recommended by sealant manufacturer. Mineral spirits, kerosene or paint solvents shall not be used to surface clean. 2. Install backing material in joints so that joint depth is 50%joint width, but I a minimum of 1/4" deep. Backing shall be an approved closed cell rod. 3. Apply sealant in joints using pressure gun with nozzle cut to fit joint width, deposited in uniform continuous beads without gaps or air pockets. Tool joints required I 4. To o �o s to equ red configuration within ten (10) minutes of sealant application. If masking materials are used, remove as soon as tooling is 1405-137 CAULKING & SEALANTS 07900-1 complete. Sags, runs and smears are not permitted. 5. Color shall match adjoining surface or as selected by Architect. Nit W I I I 1405-137 CAULKING& SEALANTS 07900-2 DIVISION 8 DOORS & WINDOWS—NOA#s 12-0223.29 & 12-0223.30 08110 STEEL DOORS & FRAMES ' A. SCOPE OF WORK Includes installation of Dollar Tree ordered steel doors & frames as indicated on the drawings and specified herein. ' B. MATERIALS All materials will be ordered by Dollar Tree for contractor installation. , C. INSTALLATION 1. Installation of steel doors & frames shall be in accordance with manufacturers written instructions. 2. Follow door manufacturer's written instructions for all installation work. Replace doors that are hinge bound or damaged during installation. 3. Bottom of door frames shall be flush with the top of the floor. 4. All steel doors& frames shall be painted per division 9 paint specs (color shown on drawings). 1 1 i 1405-137 STEEL DOORS & FRAMES 08110-1 08210 WOOD DOORS A. SCOPE OF WORK Includes installation of Dollar Tree ordered wood doors as indicated on the drawings and specified herein. ' B. MATERIALS All materials will be ordered by Dollar Tree for contractor installation. C. INSTALLATION 1. Fitting a. Fit doors with width by planeing and for height by sawing. Undercut for carpets. I. 1/2" from bottom. II. 1/8" maximum from top. III. Bevel lock and hinge edges. IV. Undercut for carpet. b. Seal all job site cut surfaces with two (2) coats of clear sealer before final door hanging. 2. Installation of Doors- Install in accordance with door manufacturer's written instruction. Undercut as required. 3. All wood doors shall be painted per division 9 paint specs(color shown on drawings). D. ADJUST& CLEAN ' Replace or rehang doors which are hingebound and do not swing or operate freely. Refinish or replace doors damaged during installation. 1 I I 1405-137 WOOD DOOR S 08200-1 1 1 08410 ALUMINUM STOREFRONT DOORS & FRAMES—NOA#s 11-0915.06 & 11-1013.04 A. SCOPE 1. Includes labor, materials and equipment for the installation of aluminum doors, frames and windows as indicated on the drawings and specified herein. 2. Consult drawings for sizes, design and construction details. ' B. MATERIALS 1. Aluminum doors and frames shall be products of an approved manufacturer. , There will be no prequalification of subcontractors, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Any contractor who fails to submit the product data as requested will be subject to rejection. a. Approved Manufactuerers: The Kawneer Company (as specified) Manko Window Systems Inc. (135 Series& 2450 Series unless NOA is noted. When noted, system must be equal to that shown on drawings) YKK AP America Inc. (equal to that specified) 2. Doors, Frames and Glazing Members a. Extruded aluminum not less than .125 inches in thickness, except that door glazing moldings may be .050 inches thick. Aluminum alloy shall be 6063-T5. b. Fastenings shall be of aluminum alloy or stainless steel. c. Doors shall be of mechanical fastening and electric arc Sigma welded. Welding shall be at unexposed junction of rails and stiles. The welds shall have deep penetration without creating blemishes on exposed surfaces. d. Hardware shall be furnished and installed by door manufacturer. Doors are to be single acting. Hardware is to be as follows: 1) Glass Stops Square for 9/16" infill, interior screw applied glass stop with silicone seal i 1405-137 ALUMINUM STOREFRONT DOORS & FRAMES 08410-1 niP illi : 2) Push-Pulls Architects Classic Hardware "CO-9 Pull and CP-II Push Bar" i 3) Door Closers Norton 7501 BF Surface Closer with is Back-check and w/adjustable hold open 4) Hinging KawneerTop, Bottom and Intermediate iii (4-1/2"x 4") Butt Hinge 5) Locking MS 1850 Deadbolt on active leaf w/ Kawneer Controller Locking System on inactive leaf. 6) Thresholds Kawneer Standard Threshold (1/2" x 4") clear anodized aluminum finish a7) Weathering Sealair bulb polymeric weathering in Door frames, adjustable bottom rail ral sweep with EPDM blade and adjustable 1 astragal utilizing pile weathering with NI polymeric fin at meeting stiles. e. Glazing stops shall be snap-in extruded aluminum type with neoprene ii bulb-type glazing, without exposed screws. Exterior sides shall be lock-in tamper proof type. al f. Door stops shall be applied to the frame with concealed fastenings with vinyl insert for weather proofing and door silencing. 3. Finish of Aluminum shall be clear anodized. Thresholds shall be clear anodized. a 4. Fabrication: Assemble members as detailed employing concealed anchoring devices, brackets, reinforcing for hardware, etc., to provide mechanical hairline water-tight joints. 5. Weatherstripping shall be provided on three sides of all doors with metal-backed pile cloth installed in the door and/or frame. a 6. Aluminum Doors shall be Kawneer 350 Entrances or equal unless shown otherwise on drawings. Storefront Frames shall be Kawneer TRIFAB 451T framing system or equal unless shown otherwise on drawings. C. INSTALLATION 1405-137 ALUMINUM STOREFRONT DOORS & FRAMES 41 S 08 -2 0 Aluminum work shall be made water-tight and secured in place, plumb and in true alignment by the use of concealed fastening devices in accordance with details as shown on the drawings. Where components are jointed, they shall be accurately cut and fitted in a tightly closed joint. Caulking shall be installed where required in order to secure a water-tight condition. Thresholds shall be set in grout. Anchor frames with 3/8" diameter stainless steel wedge anchors spaced 18" o.c. D. CLEANING Remove protective coatings and wash all aluminum in strict accordance with manufacturer's recommended practice. Do not use abrasive or caustic cleaning agent. 1 1 i 1 . 1 I 1 1 1405-137 ALUMINUM STOREFRONT DOORS & FRAMES 08410-3 1 08710 DOOR HARDWARE PART 1 —GENERAL A. SCOPE OF WORK Includes installation of Dollar Tree ordered door hardware,thresholds, & weatherstripping as indicated on the drawings and specified herein. B. RELATED SECTIONS 1. Section 08110—Steel Doors& Frames. 2. Section 08140—Aluminum Storefront Doors & Frames. 3. Section 8200—Wood Doors C. QUALITY ASSURANCE 1. Manufacturers and model numbers listed in the hardware sets portion of this specification are for the purpose of establishing a standard of quality. Similar products by approved manufacturers that are equal in design, function and quality will be acceptable. 2. The hardware manufacturer shall be a recognized firm regularly engaged in the manufacturer and sale of finished hardware items. 3. Provide hardware for fire rated openings that complies with the requirements of NFPA 80 and authorities having jurisdiction. Provide only items of door • hardware that have been tested and listed by UL, FM, Warnock-Hersey or other testing organizations acceptable to the authorities having jurisdiction. 4. All hardware shall be the requirements set forth in the American with Disabilities Act(ADA) and state and local handicapped codes. D. DELIVERY, STORAGE, AND PROTECTION 1. Package each item individually. Label and clearly identify each package with item nomenclature and door opening. Correlate all making and opening numbers to match the hardware schedule. 2. The General Contractor is to provide a secure, locked storage area for all items delivered to the jobsite. 3. The General Contractor shall inventory all items delivered to the jobsite within forty-eight hours and advise the supplier immediately of any shortages. 1405-137 DOOR HARDWARE 08710-1 �lil j E. WARRANTY A. All hardware items are to be warranted for a period of one (1) year from date of substantial project completion. Door closers are to be warranted for five (5) years. B. Warranty is to cover failure due to manufacturing defects or material failure only. It shall not cover abuse, vandalism, improper installation or maintenance. Defective materials are to be replaced at no cost to owner. PART 2—PRODUCTS ' A. MANUFACTURERS 1. All materials will be ordered by Dollar Tree for contractor installation. PART 3—EXECUTION A. INSTALLATION 1. Mount hardware units at heights indicated in following application publications, except as specifically indicated or required to comply with governing regulations and except as otherwise directed by Architect. a. "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the DOOR AND HARDWARE INSTITUTE b. WDMA Industry Standard I.S 1.A97, "Hardware Locations for Wood Flush Doors". 2. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in the Division 9. Do not install surface-mounted items until finishes have been completed on the substrates involved. 3. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. 4. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. 1405-137 DOOR HARDWARE 08710-2 5. Set thresholds in sealant complying with requirements specified in Section 07900—Caulking& Sealants. 6. Weatherstripping and Seals: Comply with manufacturer's instructions and :4, recommendations to the extent installation requirements are not otherwise indicated. B. ADJUSTING &CLEANING 1. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. 2. Where door hardware is installed more than one month prior to acceptance or occupancy of a space or area, return to the installation during the week prior to acceptance or occupancy and make final check and adjustment of all hardware item in such space or area. Clean operating items as necessary to restore proper functions and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 3. Clean adjacent surfaces soiled by hardware application. 1405-137 DOOR HARDWARE 08710-3 I 08800 GLAZING A. SCOPE OF WORK Includes labor, materials, and equipment for the installation of all glass and glazing I as indicated on the drawings and specified herein. Glazing shall meet the ANSI Glazing Code. All glazing shall be dry glazed. Submit samples for approval. B. QUALITY ASSURANCE Acceptable Products PPG Sungate 500 I Pilkington Energy Advantage There will be no prequalification of subcontractors, however, any contractor who 111 intends to submit a bid using a manufacturer other than the approved manufacturers listed must submit all required documentation for approval during the shop drawing process. Any contractor who fails to submit the product data& samples as requested will be subject to rejection. C. STORAGE Store in original packing, in a cool,dry area on supportive frames or platforms. D. MATERIALS r 1. Impact Resistant Clear Low-E Insulated Glass a. Glazing System: 1 5/16" clear insulated float glass assembly, I pyrolytic coated on second surface (2) b. Low-E(Pyrolytic) Coating: "Sungate 500" by PPG Industries, Inc. or "Energy Advantage" by Pilkington located on second surface (2). I c. Performance Values: Visible Light U- U- SHGC Shading Outdoor Transmittance Value Value Coefficient Visible Winter Summer Light Reflectance 74% .35 .35 .62 .71 17% 1 2. Impact Resistant Clear Low-E Laminated Glass (Storefront Door) a. Glass Lite: 9/16" clear laminated float glass system,pyrolytic j coated on fourth surface (4) b. Low-E(Pyrolytic) Coating: "Sungate 500" by PPG Industries, Inc. or "Energy Advantage" by Pilkington located on fourth surface(4). c. Performance Values: Visible Light U- U- SHGC Shading Outdoor Transmittance Value Value Coefficient Visible I Winter Summer Light Reflectance 80% .64 .51 .62 .71 10% 1 j 1405-137 GLAZING 08800-1 3 3. Settin g Blocks a. 1/4" thick neoprene. b. 1/4" lead plugs. E. INSTALLATION 1. Install all glass in accordance with manufacturer's printed recommendations, and as detailed on the drawings. At completion of work, leave all glass in clean condition to satisfaction of the owner. 2. Furnish protection for material after it is in place. Remove broken, chipped or substandard material and replace at no cost to the owner. 3. Any leaks or defective work shall be immediately corrected by the manufacturer,this sub-contractor or the General Contractor, at no expense to the owner. C I I C C I I 1 I C 1405-137 GLAZING 08800-2 I i DIVISION 9 FINISHES 09250 GYPSUM BOARD ' A. Product Delivery, Storage & Handling: , 1. Delivery & Handling - Deliver materials to the project site with manufacturer's labels intact and legible, handle materials with care to prevent damage. Deliver fire-rated materials bearing testing agency label and required fire classification numbers. 1 2. Storage - Store materials inside cover, stack flat, off floor, in dry area. Stack wallboard so that long lengths are not 111 over short lengths. B. Job Conditions: 1. Environmental Conditions - a. Temperature - During cold weather, in areas t receiving wallboard installation, maintain temperature range between 55°F to 70°F for 24 hours before, during and after gypsum wallboard and joint treatment application. b. Ventilation - Provide ventilation during and following adhesives and joint treatment application. Use temporary air circulators in enclosed areas lacking natural ventilation. Protect installed materials from drafts during hot, dry weather. 2. Protection - Protect adjacent surfaces against damage and stains. C. Materials: (See Div. 7 for insulation) 1. Gypsum Wallboard - a. Fire-rated Board, ASTM C-36, Type X, ' shall be 5/8" thick as indicated on drawings. Edges shall be tapered (SW). All board shall be fire-rated where used in fire walls and standard board in other walls. , b. Water-resistant Board, 5/8" W/R, as indicated on drawings and for toilets. I 1405-137 GYPSUM BOARD 09250-1 2. Fasteners - Screws shall be self-drilling, self-tapping, bugle head, for use with power driven tool. Type S shall be used for wallboard to sheetmetal application and Type G, for wallboard to wallboard application. Length for single layer or base layer application, Type S, shall be one inch (1") face layer of two-layer application, Type S shall be 1-7/8". Length for wood cabinets through single layer panels to steel studs shall be 1-5/8" type S, oval head. 3. Joint Treatment Materials (where required) - a. Joint Tape -ASTM C-475, perforated tape. b. Joint Compound - ASTM C-475, all purpose joint compound. 4. Laminating Adhesive - Manufacturer's recommendation for laminating wallboard, ASTM C-557. 5. Caulking - Non-hardening, permanently resistant synthetic rubber based acoustical sealant. 6. Metal Accessories - Corner beads shall be 1-1/8" x 1-1/8" for crimping to any wallboard corner. Casing bead and trim shall be galvanized steel. Fascia sill molding shall be MM Corp. No. FSMD 58-50, FSMD-58-12 as required. 7. Wall Studs - galvanized, corrosion-resistant, studs to extend from floor to bottom of floor slab above. Use gauges called out on drawings. Provide runners at bottom and top, use continuous studs without splices. Studs manufactured by U. S. Gypsum or equal. Walls with studs going from floor slab to structure above unless noted otherwise. Walls shall be rotary hammered in place and anchored with lead drive pins. Studs shall be screwed off at top and bottom - not crimped. 1 D. Installation 1. Metal Stud Frame System a. Metal studs and runners shall be of size shown on the plans or as specified herein. Align all partitions accurately so that frame systems are true to line and plumb. b. Where applicable, metal runners shall be securely attached as follows: 1405-137 GYPSUM BOARD 09250-2 j j 1) At concrete use 1/2" expansion anchors with 3" min. embedment between each stud. Shot-in anchors are not acceptable. 2) At steel framing use No. 12 Tek screws @ 16" O.C. , 3) Unless noted otherwise on drawings: At Cast Stone over Block Masonry use 1/2" expansion anchors with 3" min. embedment into block. An anchor shall be placed between each stud. Cast stone shall have predrilled holes to allow the expansion anchor to be installed into the block. c. Cut studs accurately to rest on bottom track and fully engaged ceiling track. Attach studs to runners with two (2) 3/8" pan head screws through one stud flange and runner flange at top and bottom of stud. End splices shall be provided by nesting one stud into another to a depth of at least 9". One flange of each stud must be in between two flanges of mating stud so that studs interlock. Fasten together with two 3/8" pan head screws in each flange. Locate each screw not more than 1" from ends of splice. Studs shall be accurately spaced and set plumb. d. Studs shall be placed no more than 3" from abutting partitions, partition corners, and existing construction elements. e. Double studs shall be placed in direct contact with door frame jambs and securely anchored to the jamb anchor clips with screw attachments. A horizontally cut-to-length runner with a web-flange bend at each end shall be placed in direct contact with the door frame studs with one positive attachment per flange, and securely anchored to the head anchor clip with screw attachment. At least one vertical stud shall be placed between the runner section 111 over the door and ceiling runner, with the vertical stud(s) equally spaced across the door opening width. f. When necessary to splice a stud, a lap of 8 inches shall be made in the stud and one positive attachment made in each flange. All studs shall be anchored to runner flanges with ' Type S pan head screws or other fasteners. This is not intended to direct the splicing of studs in walls in order to extend the allowable height of the stud. ' I 1405-137 GYPSUM BOARD 09250-3 I g. Openings in partitions for windows, louvers, etc., shall have studs and runners positioned around these openings in the same way as for door openings, unless indicated otherwise on the design drawings. 1 E. Inspection: 1. Check framing for accurate spacing and alignment. 2. Verify that spacing of installed framing does not exceed maximum allowable for thickness of wallboard to be used. I3. Verify that frames are set for thickness of wallboard Ito be used. 4. Do not proceed with installation of wallboard until deficiencies are corrected and surfaces to receive wallboard are Iacceptable. I 5. Protrusions of framing, twisted framing members, or unaligned members must be repaired before installation of wallboard is started. IF. Installation: 1. Installing Wallboard - Use wallboard of maximum lengths to minimize end joints. Stagger end joints when they occur. Abut wallboard without forcing. Neatly fit ends and edges of wallboard. Do not place butt ends against tapered edges. ISupport ends and edges of wallboard panels and where ends are back blocked and floated. I a. Single-Layer Wallboard shall be applied face out with long dimensions horizontal. All abutting ends and edges shall occur over stud flanges. Joints on opposite side I I of a partition shall occur on different studs. Screws shall be spaced 12" o.c. in the field of the board and 8" o.c. staggered along the vertical abutting edges. Ib. Double Layer Wallboard shall be applied to base layer of gypsum wallboard with adhesive in accordance 1 with manufacturer's instructions. Stagger joints of face 1 I layer and base layer a minimum of 10" apart. During application, maintain a uniform temperature between 55 I degrees F and 70 degrees F, until completely dry. Provide adequate ventilation. 1405-137 GYPSUM BOARD 09250-4 j j c. Mechanical Fasteners - Attach single layer of wallboard to framing with Type "G" screws. Minimum edge clearance from mechanical fasteners: 3/8". Stagger mechanical fasteners opposite each other on adjacent ends or edges. Sand abutting ends or edges over support surface. Space screws 12" o.c. along ends or edges and field of wallboard at walls. Drive screws with positive clutch electric screwdriver. d. Install ceiling access panels where shown on the drawings. e. Expansion joints shall be provided as recommended by the Gypsum Panel Manufacturer. f. All board shall be taped and filled. 1 1 1 1 1 1 1 1 1 1 1405-137 GYPSUM BOARD 09250-5 1 09260 GYPSUM BOARD ASSEMBLIES A. General 1. Consult Drawings for extent of work; see Finish Schedule. 2. Concealed Gypsum Board above acoustical ceilings shall be taped and all joints and holes sealed air tight. B. Materials 1. General: The materials specified as follows are standard products of the United States Gypsum Company. Products manufactured by National Gypsum Company, Georgia-Pacific Company, or other manufacturers whose products full comply with the specification will be considered for approval. 2. Reinforcing Tape: Perf-A-Tape Reinforcing Tape. 3. Embedding Compound: USG Joint Compound-Taping. 4. Finishing Compound: USG Joint Compound-Topping. C. Joint Treatment 1. Mixing: Joint compounds shall be mixed, if required, in strict accordance with the manufacturer's instructions. 2. Taping Embedding compound shall be applied in a thin uniform layer to all joints and angles to be reinforced. Apply tape immediately, centered over the joint, and seated into compound. Sufficient compound, approximately 1/64", must remain under the tape to provide proper bond. A skim coat shall immediately follow tape embedment but shall not function as a fill or second coat. Fold and embed tape properly in all interior angles to provide a true angle. Compound shall be completely dry prior to the application of the next coat. 111 3. Filling: Finishing compound shall be applied over the embedded coat filling the board taper flush with the surface; cover tape and feather out slightly beyond edges of the first coat. On joints with no taper, the fill coat shall cover the tape and feather out at least 4" on each side of the tape. Joint compound shall be completely dry prior to the application of finish coat. 1 1 1 1405-137 GYPSUM BOARD ASSEMBLIES 09260-1 1 i I 4. Finishing: Finishing compound shall be spread evenly over and extend at least two inches beyond the fill coat on all joints and feathered to a smooth uniform finish. The finished joint shall not protrude beyond the plane of the surface. All taped angles shall receive a finish coat to cover the tape and taping compound, providing a true angle. Sanding shall occur following the final application of compound and, where necessary, between coats to provide a smooth surface ready for scheduled finish. 5. Filling and Finishing of Faster Depression: Joint compound shall be applied as the first coat to all fastener depressions. This followed with a minimum of two (2) additional coats of topping or all purpose finishing compound, leaving all depressions level with the plane of the surface. 6. Finish Trim a. Fill Coat: Joint compound shall be applied to all bead and ' trim and properly feathered out from the ground to the plane of the surface. Joint compound shall be completely dry prior to the application of next coat. b. Second Fill Coat: Apply in same manner as first coat, extending compound slightly beyond onto face of board. The compound shall be completely dry prior to application of finish coat. c. Finish Coat: Apply finish coat to all bead and trim and extending slightly beyond the second coat and properly feathered from the ground to the plane of surface. Sand finish coat as necessary to provide a flat smooth surface ready for scheduled finish. C. Clean-Up Protect adjacent finishes over-spray, spatters, etc., and remove mis-applied materials from floors and other surfaces scheduled to receive other finishes. Leave area broom clean. 3 3 3 1405-137 GYPSUM BOARD ASSEMBLIES 09260-2 I ffey • 09510 ACOUSTICAL CEILING A. SCOPE OF WORK: Includes all suspended acoustical ceilings,ceiling suspension systems and acoustical ceiling tiles. Refer to reflected ceiling plan. B. QUALITY ASSURANCE: 1. Acceptable Manufacturer: ` a. Suspension System -Armstrong Prelude. 15/16" face exposed"T", Intermediate Duty. White. b. Acoustical Ceiling Armstrong"Cortega" MINABOARD #769—24"x 48" Color- White 2. Ceilings: a. Fire Hazard Classification: Maximum flame spread, UL Class 25 of Federal Specification SS-S-118a. b. All ceiling tile shall have a limited 10 year warranty against visible ' sag. This warranty shall be based on a maximum of 104 Degrees F. and 90%relative humidity. C. SUBMITTALS: 1. Maintenance Material- Provide 5%replacement allowance for each type of tile for maintenance purposes. 2. Samples- submit full size samples to illustrate range of appearance. D. PRODUCT DELIVERY& STORAGE: Deliver materials in original, unopened, protective packaging, with manufacturer's labels,indicating brand name,pattern,size and thickness. Store cartons open at each end. E. MATERIALS: 1. Suspension Systems - White, lay-in 24" x 48", 15/16" exposed tee grid system,conforming to requirements of Intermediate Duty,to fit the specified ceiling units. 2. Main Tees,Cross Tees.Edge Molding and Concealed Members-Single web design, cold-rolled steel, minimum thickness of 0.020", electro-zinc coated and factory painted low sheen satin white. 1405-137 ACOUSTICAL CEILING 09510-1 1 3. Rough Suspension - Wire ties shall be 12 gage, galvanized annealed steel wire. Hanger clips shall be prefabricated metal clamps for fastening to steel joists. Carrying channels shall be 16 gage, 1-1/2", cold-rolled steel. F. INSTALLATION: ' 1. Suspension Systems -ASTM C636. 2. Rough Suspension - a. Hangers - Hanger clips shall be installed as recommended by , manufacturer. Space hanger wires 4' o.c., each direction. Install additional hangers at ends of each suspension member at light fixtures, 6" from vertical surfaces. Do not splay wires more than 5" in a 4' vertical drop. Wrap wire a minimum of three (3) times horizontally turning ends upward. I b. Carrying Channels- Install with leveling clips to main structure for indirect hung suspension system. 1 c. Main and Cross Runners - Space main runners at 48" o.c., at right angle to carrying channel. Space cross runners at 2'o.c., depending on system used. d. Wall Molding - Install wall molding at intersection of suspended ceiling and vertical surfaces where suspension grid is exposed. Miter corners where wall moldings intersect or install corner caps. Attach to vertical surface with mechanical fasteners. ' 3. Acoustical Units-Install in level plane,except where shown, in straight line courses. Place materials to bear all around on suspension members. Minimum width of border tiles shall be one-half(1/2) unit dimension. Do not checkerboard patterns. Refer to reflected ceiling plan shown on Drawings. I G. CLEANING: Clean soiled or discolored unit surfaces after installation. Touch-up scratches, abrasions,voids and other defects in painted surfaces. Remove and replace damaged or improperly installed units. 1 I 1 1405-137 ACOUSTICAL CEILING 09510-2 09660 RESILIENT BASE A. Scope of Work: Furnish all labor, materials, services and equipment for a complete installation of floor and base as indicated on drawings, schedule of finishes and as specified herein. B. Materials: 1. Base - Vinyl Wall base 4" high. Color to be black. 2. Sheet Vinyl Base-Armstrong Connection Classic Corlon Series with by Intregal or approved equal, 3/8" Radius, 6" high. 3. Adhesives - Water resistant type, as recommended by flooring manufacturer. Clean existing slab. Test for adhesion. 4. Accessories—Aluminum Cap Trim, Black vinyl reducer strips, as required. Submit samples. 5. Corners—Outside corners to be manufactured corners. Cut outside corners or base creased around outside corners will not be accepted. C. Installation: 1. Remove grease, dirt and other substances from slab. Do not proceed with installation until surfaces are smooth, all holes and cracks filled. Use fillers in all areas to fill cracks and voids. 2. Apply waterproof adhesive and set base in accordance with manufacturer's specifications. Make joints and seams as inconspicuous as possible. Test samples for adherence to existing surfaces shall be conducted. Clean existing surfaces, as required. Do not checkerboard tile. a. Set base straight and true in cement. Outside corners factory furnished and inside corners neatly formed at job. 3. Immediately before building is ready for acceptance, clean base, and accessories. All material shall be rolled until a firm bond has been obtained. Wax floors (1 coat) with commercial grade non-slip wax and power buff. 4. Turnover to Owner upon completion of the resilient flooring, an additional 5%of the material in its original unopened boxes. 1405-137 RESILIENT BASE 09660-1 OS 37 I j 09900 PAINT PART 1 - GENERAL A. SCOPE OF WORK: 1. Interior and exterior painting and all related clean-up and preparation as shown on the drawings and called out in this specification. , B. REFERENCES: 1. Steel Structures Painting Council (SSPC): ' a. SSPC-SP 1 - Solvent Cleaning. b. SSPC-SP 2 - Hand Tool Cleaning. , c. SSPC-SP 3 - Power Tool Cleaning d. SSPC-SP5/NACE No. 1, White Metal Blast Cleaning. e. SSPC-SP6/NACE No. 3, Commercial Blast Cleaning. I f. SSPC-SP7/NACE No. 4, Brush-Off Blast Cleaning. g. SSPC-SP I O/NACE No. 2,Near-White Blast Cleaning. h. SSPC-SP11, Power Tool Cleaning to Bare Metal. 1 i. SSPC-SP12/NACE No. 5, Surface Preparation and Cleaning of metals by Waterjetting Prior to Recoating. j. SSPC-SP 13 /NACE No. 6 Surface Preparation for Concrete. ' C. COLORS & SAMPLES: 1. All colors shall be as shown on drawings. D. QUALITY ASSURANCE: ' 1. All paint is to be delivered to the site in manufacturer's labeled & sealed containers. 3 2. Paint exposed surfaces. If a color of finish, or a surface is not specifically mentioned, Architect will select from standard products, colors and sheens available 3. Do not paint prefinished items, concealed surfaces, finished metal surfaces, F operating parts, and labels unless indicated. E. DELIVERY, STORAGE, & HANDLING: 3 1. Delivery: Deliver manufacturer's unopened containers to the work site. Packaging shall bear the manufacturer's name, label, and the following list of information a. Product name, and type (description). b. Application and use instructions. c. Surface preparation d. VOC content e. Environmental issues 1405-137 PAINT 09900-1 1 f. Batch date g. Color number 2. Storage: Store and dispose of solvent-based materials,and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 3. Store materials in an area that is within the acceptable temperature range, per manufacturer's instructions. Protect from freezing. 4. Handling: Maintain a clean, dry storage area,to prevent contamination or damage to the coatings. • F. PROJECT CONDITIONS: 1. Maintain environmental conditions(temperature, humidity, and ventilation)within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. G. EXTRA MATERIALS: 1. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. 2. Furnish Owner with an additional one percent of each material and color, but not less than 1 gal or 1 case, as appropriate. PART 2 - PRODUCTS A. MANUFACTURER: 1. Sherwin Williams or approved equal. ItfF 1111 B. MATERIALS: 1. Paints and Coatings: Unless otherwise indicated, provide factory-mixed coatings. When required, mix coatings to correct consistency in accordance with manufacturer's instructions before application. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. 2. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer. 3. Coating Application Accessories: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required, per manufacturer's specifications. e 1405-137 PAINT 09900-2 3 4. Color: Refer to plans for paint colors. C. INTERIOR PAINT SYSTEMS: 3 Roof Ladder, Columns below 12'-0"A.F.F. &Hollow Metal Doors& Frames Latex System: Sherwin Williams Semi-Gloss Finish (Low Odor—Zero VOC Finish): a. 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry). b. 2nd Coat: S-W ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series. c. 3rd Coat: S-W ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series (4 mils wet, 1.7 mils dry per coat). Benjamin Moore Semi-Gloss Finish (Low Odor—Zero VOC Finish): a. 1st Coat: Ultra Spec®500 Interior Latex Primer#N534 (MPI listed Product, Categories 50, 50-X, 149, 149-X) b. 2nd Coat: Ultra Spec® 500 Interior Semi-Gloss Finish N539 (MPI Listed Product Categories 52, 52-X Green) c. 3rd Coat: Ultra Spec®500 Interior Semi-Gloss Finish N539 (MPI Listed Product Categories 52, 52-X Green) 2. Wood Doors I Latex System: Semi-Gloss Finish (Low Odor—Zero VOC Finish): a. 1st Coat: S-W Premium Wall and Wood Primer, B28W8111 (4 mils wet, 1.8 mils dry). b. 2nd Coat: S-W ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series. c. 3rd Coat: S-W ProMar 200 Zero VOC Latex Semi-Gloss, B31-2600 Series (4 mils wet, 1.7 mils dry per coat). 3. MDO Employee Area Walls Latex System: Sherwin Williams Eggshell Finish (Low Odor—Zero VOC Finish): I a. 1st Coat: S-W Premium Wall and Wood Primer, B28W8111 (4 mils wet, 1.8 mils dry). b. 2nd Coat: S-W ProMar 200 Zero VOC Latex Eggshell, B20-2600 I Series. c. 3rd Coat: S-W ProMar 200 Zero VOC Latex Eggshell, B20-2600 Series (4 mils wet, 1.7 mils dry per coat). I Benjamin Moore Eggshell Finish (Low Odor—Zero VOC Finish): a. 1st Coat: Ultra Spec® 500 Interior Latex Primer#N534 (MPI listed Product, Categories 50, 50-X, 149, 149-X) b. 2nd Coat: Ultra Spec®500 Interior Eggshell Finish N538 (MPI Listed Product Categories 52, 52-X Green) c. 3rd Coat: Ultra Spec®500 Interior Eggshell Finish N538 (MPI Listed Product Categories 52, 52-X Green) 1405-137 PAINT 09900-3 pl stem:in Williams Eggshell Finish (Low Odor—Zero VOC Finish): t Coat: S-W ProMar200 Zero VOC Interior Latex Primer, 28W2600 (4 mils wet, 1.5 mils dry). Id Coat: S-W ProMar 200 Zero VOC Latex Eggshell, B20-2600 eries.d Coat: S-W ProMar 200 Zero VOC Latex Eggshell, B20-2600 eries (4 mils wet, 1.7 mils dry per coat). amin Moore Eggshell Finish (Low Odor—Zero VOC Finish): st Coat: Ultra Spec®500 Interior Latex Primer#N534 (MPI listed roduct, Categories 50, 50-X, 149, 149-X) nd Coat: Ultra Spec®500 Interior Eggshell Finish N538 (MPI I isted Product Categories 52, 52-X Green) c. 3rd Coat: Ultra Spec® 500 Interior Eggshell Finish N538 (MPI Listed Product Categories 52, 52-X Green) ID. EXTERIOR PAINT SYSTEMS: I. CMU Elastomeric System: Flat Finish: I a. 1st Coat: S-W Loxon BlockSurfacer, A24W200 (50-100 sq ft/gal). b. 2nd Coat: S-W ConFlex XL Elastomeric High Build Coating,A5-400 Series. II I c. 3rd Coat: S-W ConFlex XL Elastomeric High Build Coating,A5-400 Series (16 mils wet, 7.5 mils dry per coat). II I 2. Downspouts, Gutter/Conductor Heads, Parapet Caps, Hoods, Canopies& Hollow Metal Doors & Frames Latex System: Semi-Gloss Finish: a. 1st Coat: S-W Metalatex Acrylic Semi-Gloss, B42 Series. b. 2nd Coat: S-W Metalatex Acrylic Semi-Gloss, B42 Series. (4 mils Iwet, 1.7 mils dry per coat). 3. Steel Lintels over Storefront IIII Latex System: Semi-Gloss Finish: a. 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry). b. 2nd Coat: S-W Metalatex Acrylic Semi-Gloss, B42 Series. c. 3rd Coat: S-W Metalatex Acrylic Semi-Gloss, B42 Series. (4 mils wet, 1.7 mils dry per coat). 1 I II I 1405-137 PAINT 09900-4 PART 3 - EXECUTION 3 A. EXAMINATION 3 Do not begin installation until substrates have been properly prepared; notify Architect of unsatisfactory conditions before proceeding. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 2. Proceed with work only after conditions have been corrected and approved by all parties, otherwise application of coatings will be considered as an acceptance of surface conditions. B. SURFACE PREPARATION 1. General Notes a. Surfaces shall be dry and in sound condition. Remove oil, dust, dirt, loose rust, peeling paint or other contamination to ensure good adhesion. b. Remove mildew before painting by washing with a solution of 1 part liquid household bleach and 3 parts of warm water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with clean water and allow the surface to dry a minimum of 48 hours before painting. Wear protective glasses or goggles, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution. c. Remove items including but not limited to thermostats,electrical outlets, switch covers and similar items prior to painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. d. No exterior painting should be done immediately after a rain, , during foggy weather,when rain is predicted, or when the temperature is below 50 degrees F (10 degrees C), unless products are designed specifically for these conditions. On large I expanses of metal siding, the air, surface and material temperatures must be 50 degrees F (10 degrees F)or higher to use low temperature products. I 2. Block/Brick a. Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement,and hardeners. Concrete and mortar must be cured at least 30 days at 75 degrees F (24 degrees C). The pH of the surface should be between 6 and 9, unless the products are designed to be used in high pH environments. On tilt-up and poured-in-place concrete, commercial detergents and abrasive blasting may be necessary to prepare the surface. Fill bug holes, air pockets, and other voids with a cement patching compound. , 1405-137 PAINT 09900-5 I 3. Concrete I a. SSPC-SP13 or NACE 6: This standard gives requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective I coating or lining systems. The requirements of this standard are applicable to all types of cementitious surfaces including cast-in- place concrete floors and walls, precast slabs, masonry walls, and I shotcrete surfaces. An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a sound, uniform substrate 1 suitable for the application of protective coating or lining systems. I 4. Galvnized Metal a. Clean per SSPC-SP1 using detergent and water or a degreasing cleaner to remove greases and oils. Apply a test area,priming as I required. Allow the coating to dry at least one week before testing. If adhesion is poor, Brush Blast per SSPC-SP7 is necessary to remove these treatments. 1 5. Drywall a. Must be clean and dry. All nail heads must be set and spackled. IJoints must be taped and covered with a joint compound. 6. Wood a. Must be clean and dry. Prime and paint as soon as possible. Knots and pitch streaks must be scraped, sanded, and spot primed before a full priming coat is applied. Patch all nail holes and Iimperfections with a wood filler or putty and sand smooth. 7. Steel I a. Should be cleaned by one or more of the surface preparations described below. These methods are used throughout the world for describing methods for cleaning structural steel. Visual standards are available through the Society of Protective Coatings. A brief description of these standards together with numbers by which they can be specified follow. 0 111 i. Solvent Cleaning, SSPC-SP 1: Solvent cleaning is a method for removing all visible oil, grease, soil, II drawing and cutting compounds, and other soluble I contaminants. Solvent cleaning does not remove rust or mill scale. Change rags and cleaning solution frequently so that deposits of oil and grease are not I spread over additional areas in the cleaning process. Be sure to allow adequate ventilation. ii. Hand Tool Cleaning, SSPC-SP2: Hand Tool Cleaning 41 111 removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Before hand tool cleaning, remove visible oil, 1405-137 PAINT 09900-6 1111 I grease, soluble welding residues,and salts by the methods outlined in SSPC-SPI. iii. Power Tool Cleaning, SSPC-SP3: Power Tool Cleaning removes all loose mill scale, loose rust,and other detrimental foreign matter. It is not intended that adherent mill scale, rust,and paint be removed by this process. Before power tool cleaning,remove visible oil,grease, soluble welding residues,and salts by the methods outlined in SSPC-SP1. iv. White Metal Blast Cleaning, SSPC-SP5 or NACE 1: A White Metal Blast Cleaned surface,when viewed without magnification, shall be free of all visible oil, grease, dirt,dust, mill scale,rust,paint,oxides, corrosion products, and other foreign matter. Before blast cleaning,visible deposits of oil or grease shall be removed by any of the methods specified in SSPC- SP1 or other agreed upon methods. v. Commercial Blast Cleaning, SSPC-SP6 or NACE 3: A Commercial Blast Cleaned surface,when viewed without magnification, shall be free of all visible oil, grease,dirt, dust,mill scale,rust,paint,oxides, corrosion products,and other foreign matter,except for staining. Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks,or minor discoloration caused by stains of rust, stains of mill scale,or stains of previously applied paint. Before blast cleaning,visible deposits of oil or grease shall be removed by any of the methods specified in SSPC- SP1 or other agreed upon methods. vi. Brush-Off Blast Cleaning, SSPC-SP7 or NACE 4: A Brush-Off Blast Cleaned surface,when viewed without magnification, shall be free of all visible oil, ' grease,dirt,dust, loose mill scale, loose rust,and loose paint. Tightly adherent mill scale,rust,and paint may remain on the surface. Before blast cleaning, 1 visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. vii.Power Tool Cleaning to Bare Metal, SSPC-SP1 1: Metallic surfaces that are prepared according to this specification,when viewed without magnification, shall be free of all visible oil,grease, dirt,dust, mill scale,rust,paint,oxide corrosion products,and other foreign matter. Slight residues of rust and paint may be left in the lower portions of pits if the original surface is pitted. Prior to power tool surface preparation,remove visible deposits of oil or grease by any of the methods specified in SSPC-SP I, Solvent Cleaning,or other agreed upon methods. viii. Near-White Blast Cleaning, SSPC-SP10 or NACE , 1405-137 PAINT 09900-7 2: A Near White Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, Igrease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than I 5 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill I scale, or stains of previously applied paint. Before blast cleaning,visible deposits of oil or grease shall be removed by any of the methods specified in SSPC- I SP 1 or other agreed upon methods. ix. High-and Ultra-High Pressure Water Jetting for Steel and Other Hard Materials: SSPC-SP 12 or NACE 5: I This standard provides requirements for the use of high-and ultra-high pressure water jetting to achieve various degrees of surface cleanliness. This standard I is limited in scope to the use of water only without the addition of solid particles in the stream. x. Water Blasting, SSPC-SPI2/NACE No. 5: Removal I of oil grease dirt, loose rust, loose mill scale, and loose paint by water at pressures of 2,000 to 2,500 psi at a flow of 4 to 14 gallons per minute. il • B. INSTALLATION i 1 1. General: Apply all coatings and materials with manufacture specifications in mind. Mix and thin coatings according to manufacturer's recommendations. 1 2. Do not apply to wet or damp surfaces. Wait at least 30 days before applying to new concrete or masonry. Or follow manufacturer's procedures to apply appropriate coatings prior to 30 days. Test new concrete for moisture content. 3. Apply coatings using methods recommended by manufacturer. i4. Uniformly apply coatings without runs, drips, or sags, without brush marks, and with consistent sheen. 1 5. Apply coatings at spreading rate required to achieve the manufacturers recommended dry film thickness. 1 6. Regardless of number of coats specified, apply as many coats as necessary for complete hide, and uniform appearance. 1 I 7. Inspection: The coated surface must be inspected and approved by the Architect just prior to each coat. I 4 1405-137 PAINT 09900-8 411 I I C. PROTECTION 1. Protect finished coatings from damage until completion of project. 2. Touch-up damaged coatings after substantial completion, following manufacturer's recommendation for touch up or repair of damaged I coatings. Repair any defects that will hinder the performance of the coatings. I I I I I I I I I 1 I I I I 3 1405-137 PAINT 09900-9 W DIVISION 10 SPECIALTIES 10440 INTERIOR SIGNAGE A. SCOPE OF WORK 1. Install Dollar Tree ordered ADA Signs per drawings. B. MATERIALS 1. General: All engraving shall be in accordance with requirements for the physically handicapped. C. INSTALLATION 1. The exact location of mounting for each sign will be given to the Contractor on the job prior to installation. 2. Sig ns shall be installed in strict accordance with manufacturer's printed instructions and approved shop drawings. Install with screws. I I I I i 1 1 1 1405-137 INTERIOR SIGNAGE 10440-1 di 10500 LOCKERS A. SCOPE OF WORK I Install lockers ordered by Dollar Tree as required and as shown on the I drawings. B. MATERIALS I All materials will be ordered by Dollar Tree for contractor installation. Lockers are provided by Origin. I C. INSTALLATION 1. Installation of lockers shall be in accordance with manufacturers I written instructions. I I I I I I I I 1 I I 1405-137 LOCKERS 10500-1 I 10530 LUMIDECK PART 1 -GENERAL rvil 1.01 DESCRIPTION OF WORK A. Work in this section includes furnishing and installation of extruded aluminum overhead hanger rod style lumidecks. 1.02 SUBMITTALS A. Supply manufacturer's standard literature and specifications for the specified lumideck. B. Submit shop drawings showing structural component locations/positions, material dimensions and details of construction and assembly. C. Lumideck must conform to local building codes. D. Where required by the local jusrisdiction, P.E. stamped calculations are shall be prepared and submitted by the contractor. 1.03 PRODUCT HANDLING A. Deliver and store all canopy components in protected areas. PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS A. Mapes Canopies, 7748 N 56th Street, Lincoln,NE 68514 888-273-1132. www.mapes.com/canopies B. Tennessee Valley Metals, Inc. 190 Industrial Park Road, Oneonta, AL 35121. 800-551-2579. www.tvmetals.com C. NCI Buildings Group, 7317 Fairview, Houston,TX 77041. 864-380-8718. (Delvin Warner)www.ncigroup.com D. There will be no prequalification of manufacturers, however, any contractor who intends to submit a bid using a manufacturer other than the approved manufacturers listed above must submit all required documentation for approval during the shop drawing process. Product data must be submitted to match that specified on the drawings. Any contractor who fails to submit the product data as requested will be subject to rejection. 1405-137 LUMIDECK 10530-1 2.02 LUMIDECK A. Materials: 1. Decking shall consist of a 2 3/4" Extruded .078" Decking. 2. Intermediate framing members shall be extruded aluminum, alloy 6063-T6, in profile and thickness shown in current Mapes brochures. 3. Hanger rods and attachment hardware shall be powder coated. 4. Fascia shall be standard 8" extruded G style. 5. Escutcheon plates shall be diamond. B. Finish: Finish type shall be 2-Coat Kynar Finish. ' C. Fabrication: 1. All lumidecks are shipped in preassembled sections for ease of installation. 2. All connections shall be mechanically assembled utilizing 3/16 fasteners with a minimum shear stress of 350 lb. Pre-welded or factory-welded connections are not acceptable. 3. Decking shall be designed with interlocking roll-formed aluminum members. 4. Concealed drainage. Water shall drain from covered surfaces into intermediate trough and be directed to Front Scupper. PART 3—EXECUTION 3.01 INSPECTION j A. Confirm that surrounding area is ready for the lumideck installation. B. Installer shall confirm dimensions and elevations to be as shown on drawings provided by manufacturer. 1 C. Erection shall be performed by an approved installer and scheduled after all concrete, masonry and roofing in the area is completed. 3.02 INSTALLATION A. Installation shall be in strict accordance with manufacturer's shop ail drawings. Particular attention should be given to protecting the finish during handling and erection. B. The installer shall furnish mechanical fasteners consistent with the roof J requirements. C. Lumideck shall be cleaned after installation. J 3 1405-137 LUMIDECK 10530-2 3 10810 TOILET ACCESSORIES A. SCOPE OF WORK This work includes installation of Dollar Tree ordered toilet room accessories, required to complete the project as indicated by drawings. B. MATERIALS All materials will be ordered by Dollar Tree for contractor installation. Lockers are provided by Hajoca. C. INSTALLATION ' Installation of toilet accessories shall be in accordance with manufacturers written instructions. See drawings for location and quantities. 1 I I I I II I I1111 I 1405-137 TOILET ACCESSORIES 10810-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1