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401 E Seminole Blvd (1969) (CIVIC CENTER) BID DOCUMENTSN ADDENDUM NO. 1 JOHN A. BURTON IV, ARCHITECT Fourth Floor, Sanford Atlantic National Bank Building P. 0. Drawer 938, Sanford, Florida 32771, Telephone - Sanford 305-322- 5472, Orlando 305-423-4017 SANFORD CIVIC CENTER - DRESSING ROOM ADDITION for City of Sanford, Sanford, Florida." ADDENDUM NO. 1 - APRIL 16, 1969 TO: All Prime Contract Bidders of Record. Acknowledge receipt of this Addendum by inserting its number and date in the Proposal Form. Failure to do so may subject Bidder to disqualifi- cation. This Addendum forms a part of the Contract Ddcuments. It modi- fies them as follows: Item 1 Instructions To Bidders Article 1, Paragraph D add the following: Proposals shall include the total amount of the Base Bid and separate amounts to be added to the Base Bid for each of Alternates one and two: Item 2 Division 1 Page 3 Time For Completion Delete first paragraph and add the following new paragraph. All work under the contract is to be completed in accordance with the following schedule. Base Bid Only 120 Calendar Days Base Bid plus Alternate #1 1 150 Calendar Days Base Bid plus Alternate #1 and Alternate #2 I 180 Calendar Days n ADDENDUM .NO. 1 - PAGE 1 Item 3 The following work is to be included in the Base Bid. Include all planting in planting beds of the two wall enclosed areas at exits from the building. Refer to landscape drawings. Item 4 Division 2 - Page 1, Section 0263. Add the following at end of paragraph. Lay brick directly on a layer of 15 lb roofing felt. Brick to be furnished to Jobsite by the Owner. Contractor shall sort, cull and place all brick for walks. Remove all brick not used. Item 5 Division 2 - Page 2 Section 0275 Delete last paragraph at top of page and substitute the following new paragraph. The Owner will furnish rock delivered to the Contractor at the Jobsite as it comes from the quarry. The extimated volume of finish material is approximately 300 cubic feet or 22 tons. Delivered pieces larger than required (see drawings) shall be reduced in size by the Contractor as required and placed in designated area. Item 6 Division 3 - Page 7 - Waterproofing Admixture Delete the last three lines of the paragraph and substitute the following: 301) in all exposed building walls, exposed roof slabs and floor slabs on grade and in pool slab and wall concrete. Item 7 Division 3 - Page 8 Finishing Formed Surfaces Clarification: Rubbed Finish is required for all exposed surfaces of building walls, ADDENDUM NO. 1 - PAGE 2 vertical surfaces of roof slabs, exposed planter walls and stair risers. Pool cap sides and top and exposed bench concrete if cast - in -place. Exposed concrete of circular bench. Deletion of a rubbed finish on any of the above surfaces will be subject to the over all apperance of as -cast -finishes, subject to the acceptance and approval of the Architect. Item 8 Division 3 - Page 8 Finishing Slabs: Delete entirely and add the following new paragraph. Finishing Slabs: Trowel Finish: Roof sub slab and exposed roof top slab and interior slab. Float Finish: Low roof slab, mechanical equipment room slab and pool slab. Nonslip Finish: Exterior landings and stair treads. Item 9 Division 4 - Page 1 Section 0422 Delete all horiaontal joint reinforcing. Item 10 Division 8 - Page 1 Section 0870 Finish Hardware Delete the last sentence of the paragraph and substitute the following: exterior door closures". Item 11 Division 8 - Page 1 Section 0885 Change glass in clearstory windows from solargray to solarbronze. ADDENDUM NO. 1 - PAGE 3 Clarification of Drawings Item 12 Sheet S-1 Section E-S1 is a continuous section through the low horizontal roof abutting the existing stage wall. Item 13 Sheet 1 Reinforcement shown "section through pool edge at float valve" is continuous around pool. Item 14 Sheet 1 Section C-1 Locate vertical steel 2" clear of wall face in contact with earth. Increase size of footing to 8" x 20" with three #5 bars continuous with #4 transverse rods at 24 inch centers, at mid depth of footing. Item 15 Sheet M-2 Plumbing Fixture Schedule Mark P-1 (change to read) Description Water closet: white vitreous china, free standing, quiet action,tank type; white solid plastic, open front seat. Connection 311 S 1/2" C.W. Selection American Standard Plate, Luxor F2003 w/ R3507 STOP. END ADDENDUM NO. 1 - PAGE 4 SPECIFICATIONS FOR SANFORD CIVIC CENTER - DRESSING ROOM ADDITION FOR CITY OF SANFORD SANFORD, FLORIDA JOHN A. BURTON IV ARCHITECT SANFORD, FLORIDA APRIL 1.4, 1969 SET NO. 9 T A B L E O F C O N T E N T S BIDDING REQUIREMENTS Advertisement for Bids Instructions to Bidders DIVISION I General Conditions Supplemental General Conditions Special Conditions Base Bid and Alternates DIVISION 2 - SITE WORK 0210 Clearing and Grubbing 0211 Demolition 0221 Site Grading 0222 Excavation, Footings and Pool 0226 Backfill Under Slabs 0250 Site Drainage 0255 Site Utilities 0263 Brick Walks 0275 Yard Improvements 0280 Trees and Shrubs DIVISION 3 - CONCRETE 0310 Concrete Formwork 0320 Concrete Reinforcement 0330 Cast -in -Place Concrete DIVISION 4 - MASONRY 0410 Mortar 0422 Unit Masonry 14 DIVISION 5 - METALS 0510 Miscellaneous Steel DIVISION 6 - CARPENTRY 0610 Rough Carpentry' 0620 Custom Woodwork 0640 Cabinet Hardware DIVISION 7 - MOISTURE CONTROL 0716 Bituminous Dampproofing 0719 Vapor Barrier 0750 Membrane Roofing 0762 Sheet Metal Work 0775 Epoxy Coating 0790 Caulking and Sealants DIVISION 8 - DOORS, WINDOWS & GLASS 0811 Hollow Metal Doors and Frames 0812 Aluminum Doors and Frames 0870 Finish Hardware 0885 Glass and Glazing Schedule DIVISION 9 - FINISHES 0910 Lath and Plaster 0930 Ceramic and Quarry Tile 0980 Sandblasting 0990 Painting DIVISION 12 - FURNISHINGS 1240 Carpets 1245 Bathroom Accessories TABLE OF CONTENTS - PAGE 1 I TABLE OF CONTENTS (Continued) DIVISION 15 - MECHANICAL 1500.1 Genera•1 IDIVISION 16 - ELECTRICAL 1600.1 General I TABLE OF CONTENTS - PAGE 2 ADVERTISEMENT FOR BIDS The City of Sanford will receive bids for the furnishing of all labor, materials, equipment and services required for the construction of SANFORD CIVIC CENTER - DRESSING ROOM ADDITION SANFORD, FLORIDA Bids will be received until Wednesday, May 7, 1969 at 2:00 P. M., EDT., at the office of the Architect, John A. Burton IV, Fourth Floor, The Sanford Atlantic National Bank Building, Sanford, Florida at which time and place the bids will be publicly opened and read aloud. Drawings and specifications may be obtained by depositing $25.00 with the Architect, John A. Burton IV, Sanford Atlantic National Bank Building, Sanford, Florida, for each set of documents. A maximum of two sets of documents rpay be obtained by each prospective bidder. The full amount of the deposit will be returned to each unsuccessful bidder upon return of the documents in good condition promptly following the date set for receiving bids. No refunds will be made to non -bidders. A certified check or bank draft, payable to the City of Sanford, U.S. Government Bonds, or a satisfactory bid bond executed by the bidder and acceptable sureties in an amount equal to five percent (5%) of the bid shall be submitted with each bid. The successful bidder will be required to furnish and pay for satis- factory performance and payment bond or bonds. The City of Sanford reserves the right to reject any and/or all bids or to waive any informalities in the bidding. No bid shall be with- drawn for a period of thirty (30) days subsequent to the opening of bids without the consent of the Owner. Lee P. Moore Mayor City of Sanford, Florida ADVERTISEMENT FOR BIDS - 1 1 INSTRUCTIONS TO BIDDERS 1. PROPOSALS A) Proposals to be entitled to consideration must be made in accordance with the following instructions. B) Submit proposal in triplicate on bidder's letterhead: Proposal shall include all labor, services, materials, taxes; equip- ment and accessories necessary to complete the work as described in the contract specifications. State amounts both in words and figures. Each copy of the proposal shall be signed by a person authorized to execute same. Interlineation, alterations; or erasures on the proposal form are not acceptable. C) Proposals shall not contain any recapitulation of the work to be done. No oral, telegraphic, or telephonic proposals or modifications will be considered. D) Proposals shall be addressed to the Owner, and shall be delivered to the Owner or the Architect, enclosed in an opaque sealed envelope, marked "Proposal" and bearing the title of the work and the name of the bidder. 2. EXAMINATION OF DOCUMENTS AND SITES A) Immediately upon receipt of documents; bidders shall care- fully examine the specifications, visit the site and fully inform themselves as to all existing conditions and limitations connected with the work. 1 (B) Extreme care should be exercised in the above stipulated examination as absolutely no extra payment will be authorized for any work performed due to conditions about which the Contractor could have fully informed himself prior to submission of bid. 3. ERRORS, DISCREPANCIES AND/OR OMISSIONS A) Should a bidder find errors or discrepancies in, or ommis- sions from, the specifications, he shall at once notify the Architect who will issue a written clarification to all parties receiving specifications: 1 INSTRUCTIONS TO BIDDERS - 1 1 B) Neither the Owner nor the Architect will be held responsi- ble for any oral instructions, regardless of source. 4. CONTRACTOR'S QUALIFICATIONS A) Contractors submitting proposaas,shal.l have performed in their present capacity and organization, at least three (3) jobs of equal or superior magnitude and character. Bidders shall furnish names and addresses of said jobs only if so requested by the Architect. I BI The successful bidder will be prequired to designate, to the Owner, the name and address of a locally qualified person or firm to be notified concerning all matters pertaining to guarantees. 5. BID BONDS A) Contractors submitting proposals on subject work shall submit with their proposals a bid bond in the amount of five percent 5%,) of said proposal. B) Bond shall be in form of certified check, cashier's check, or a surety bond executed by a surety company duly authorized to do business in the State of Florida; or by cash. Certified check, cashier's check or surety bond shall be made payable to the Owner, as shown on title sheet of this specification. C) Certified and cashier's checks submitted as bid surety are required by State laws to have documentary stamps in the amount of ten cents (100) for each one hundred dollars ($100) of check amount affixed thereto. D) In case of the successful contractor's failure to execute subject contract within ten (10) consecutive calendar days after written notice being given for the award of the contract and/or failure to furnish required guarantee bond within ten calendar days of execution of contract, the bid bond shall be paid into the funds of the Owner's account set aside for this project, as liquidated damages for such failure. 6. PERFORMANCE AND PAYMENT BOND/BONDS A) Refer to paragraph 4, Performance Bond, of the Supple- mental General Conditions,for surety bond requirements. INSTRUCTIONS TO BIDDERS - 2 7. STATE SALES TAX A) Materials and equipment purchased for incorporation into the construction of the project in question are not exempt from the four percent (4%) State Sales Tax. B) Bidders shall include necessary amount in their bids for the Sales Tax. 8. POWER OF ATTORNEY A) Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated.copy of their power of attorney. 9. NOTICE OF SPECIAL CONDITIONS A) Attention is particularly called to those parts of the contract documents and specifications which deal with the following: 1) Insurance requirements. 10. LAWS AND REGULATIONS A) The Bidder's attention is directed to the fact that all applicable State Laws, municipal ordinances, and the rules and regulations of all authorities having jurisdiction over construc- tion of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. INSTRUCTIONS TO BIDDERS - 3 I 1 DIVISION I GENERAL CONDITIONS The General Conditions of the Contract for Construction, AIA Document A 201, Eleventh Edition, September, 1967, are hereby made a part of ;;his :peerJ.c..,ti on -to the same extent as if bound here- in except as amended or voided herein. Portions of articles of the AIA General Conditions not specifically amended, sup- plemented or voided, remain in effect. A copy of the aforementioned document may be examined at the office of the Architect. SUPPLEMENTAL GENERAL CONDITIONS 1. PERMITS, FEES AND NOTICES Modify Article 4.7.2 of Docu- ment A 201 as follows: Pay all inspection fees, sub-- mit applications, and pay for damages to sidewalks, streets, public utilities or public property. Secure all certifi- cates of inspection and certif- icates of occupancy or use issued by authorities having jurisdiction over the work. Deliver all such certificates to the Architect prior to fi- nal payment of the contract SUM. 2. SHOP DRAWINGS AND SAMPLES Amend Article 4.13.3 of AIA Doc- ument A 201 to provide that five 5) copies of all shop drawings, schedules, catalog cuts and de- scriptive data be submitted. Where samples are required, sub- mit duplicate samples. 3. CLEANING UP Modify Article 4.16.1 to include cho-- following: Clean all painted, decorated or stained work; Remove all tem- porary work; Clean all hardware, fixtures and equipment; Remove stains, paint, dirt and dust from all surfaces, 4. PERFORMANCE AND PAYMENT BONDS a) Delete Article 7.5.1 and substitute the following: Contractor is required to fur- nish, at - own expense, and before any partial payment of tho Contact sum, a performance bcnct in an amount equal to one hundred percent (100%) of the Contract amount as security for the faithful performance of tho Contract, and a payment bond in an amount equal to one hundred percent (100%) of the Contract amount as security for the pay;iient of all persons performing labor on the work included in this contract. DIVISION I - 1 The.Bonds may be in one or in separate instruments in accord- ance with local law and 'shall meet all requirements of the laws of the State of Florida. S. LIENS In addition to the requirements of Article 9.7.3 of AIA Document A 201, the provisions of Chapter 84 Florida Statutes as amended, are included herein by reference to the same extent as if written is full. The Owner will file such notices at the time and in such form as to comply with the foregoing law. 6. PROTECTION OF PERSONS AND PROP- ERTY Amend Article 10 of AIA Docu- ment A 201 by the addition of the following: 1) water Protection: Protect, at all times, the excavation, trenches, and/or the building from damage from rain water, spring water, ground water, backing up of drains or sewers, and all other work. Provide all pumps and equipment and enclosures to provide this pro- tection. 2) Bracing, Shoring, and Sheet- ing: Provide all shoring, brac- ing, and sheeting as required for safety and for the proper execution of the work; remove same when the work is completed. 7, INsuAANCE The limits of liability for the insurance specified in Article 11.1 shall be as required by law but not less than the follow- ing: 1) Bodily injury, not less than 100,000 for one person; not less than $300,000 aggregate for each accident, whether injury to an employee or to a person or persons other than employees, or both. 2) Personal property loss or damage, $50,000 for each acci- dent. 8. CORRECTION OF WORK Obtain all required guarantees and submit them to the Architect prior to the date of final pay- ment. SPECIAL CONDITIONS 1. SUMMARY OF THE WORK All work shown on the drawings and specified herein is to be included in a single contract. Items of work designated "N.I.C.", Turnished by Owner," or "fur- nished under separate contract" will be executed in accordance with applicable provisions of Article 6 of the General Con- ditions. DIVISION I - 2 2. PRECEDENCE Where in conflict, the provis- ions of this section will take precedence over the General Con- ditions and Supplementary Gen- eral Conditions. 3. TIME FOR COMPLETION All work under this contract is to be completed within one hun- dred fifty (150) calendar days from the date of receipt of the Notice to Proceed. The sum of thirty five dollars, 35.00), as liquidated damages, but not as a penalty, shall be assessed the Contractor for each calendar day of delay beyond the time set for completion, if in the opinion of the Architect, such delay is caused by acts or omis- sions of the Contractor. 4. PAYMENTS Submit applications for payment monthly for work completed and materials stored up to the last day of the preceding month. 5. GRADES, LINES, LEVELS AND SUR- VEYS Owner will establish lot lines, restrictions and permanent bench mark. Contractor shall establish and main- tain all other grades, lines, lev- els, and benchmarks. Provide and maintain well-built batter boards at corners. Establish and safeguard benchmarks in at least two widely separated places. As work progresses, establish bench- marks at each level and exact loca- tions of partitions on rough floors as a guide to trades. 6. TESTS Pay for all tests required by Ar- ticle 7.8.1 of the General Con- ditions and other tests required in each section hereinafter. The Architect will designate a qualified laboratory or testing agency. Subsurface soil reports previously obtained are not included. 7. COLOR SCHEDULES Upon approval of shop drawings of fabricated items and proprie- tary materials to be incorporated into the work, a master color schedule showing all colors, pat- tern and finishes, will be fur- nished by the Architect. ' S. MATERIALS Proprietary materials specified by name or manufacturer's catalog designation are to be considered as a standard of quality and per- formance and are not intended to prohibit the use of competitive materials. DIVISION I - 3 However, to form a basis for com- parison, all proposals are to be based on the use of the materials gp®Pified heroin. .. If a bidder is unable to obtain a proposal from a supplier of any such material, he shall immedi- ately notify the architect and submit complete descriptive data of a substitute material. If, in the opinion of the Architect, such substitute material is considered to meet the requirements of the Contract, an addendum will be iss- ued to all bidders so notifying them. Proposals for substitute materials, methods or equipment submitted after the execution of the Con- tract must be received within fif- teen (15) days thereof and con- tain a detailed cost breakdown. Such proposals, if accepted, will be treated as changes in the work in accordance with the provisions of Article 12 of the General Con- ditions. All manufactured articles, material, and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturers, unless herein specified to the contrary. 9. TEMPORARY FACILITIES Water: Make arrangements for and provide, at Contractor's expense, all water required during the entire construction period. Electricity: Make arrangements for and provide at Contractor's expense all temporary electric service and lighting required during the en- tire construction period. Service shall be of sufficient ca- pacity and characteristics to sup- ply the proper current for the various types of construction tools, motors, welding machines, lights, pumps and other equipment. Toilets: Provide and maintain an adequate number of temporary toi- lets with proper enclosures as necessary for use of workmen dur- ing construction. Comply with all local and state health requirements and sanitary regulations. Storage Sheds: Provide storage sheds as requ;ired for dry storage or protection of materials to be incorporated in the work; locate as directed and remove from the site when so instructed. Scaffolds, Barricades, Staging and Safety Devices: Provide erect, maintain and remove where directed, all scaffolding, staging, platforms, temporary run- ways, temporary flooring, guards, railings, stairs, fencing and lights, as required by local and state codes or laws, for -the pro- tection of workmen and the public. The construction, inspection and maintenance of safety items shall comply with all applicable codes and regulations. DIVISION I - 4 r Project Sign: Immediately after Contract is signed, provide a sign- board six by ten'feet in size, of exterior type plywood suitably. braced and framed. Paint three coats of exterior type paint; employ and pay an approved sign painter to letter names of: Project Owner Architect General Contractor Install and maintain signboard where directed and remove at comple- tion of project. Place no other signs or advertisements on the premises. 10. LABOR All Contractors and Subcontractors employed upon the work shall and will be required to conform to the Labor Laws of the State of Florida, and various acts amendatory and supplementary thereto; and to all other laws, ordinances, and legal requirements applicable thereto. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respec- tive trades. The standards of the work required throughout shall be of grade as will bring results of the first class only. Mechanics whose work is unsatisfac- tory to the Owner or the Architect or are considered by the Architect to be unskilled or otherwise objec- tionable, shall be instantly dis- missed from the work upon notice from the Architect. 11. IRREGULAR HOURS No work shall be performed unless the Contractor's superintendent is available at the project site, except when an emergency exists. Notify the Architect when an emergency exists or when portions of the work are to be performed on Sundays or holidays. 12. PROJECT CLOSEOUT Punch List: Prior to the issuing of a Certificate of Substantial Completion in accordance with the provisions of Article 9.7.1 of the General Conditions, a punch list will be prepared jointly by the Contractor and the Architect of Incomplete or uncorrected items. The written acceptance of such list is required prior to issuing a Certificate of Substantial Com- pletion. As -Built Drawings: Maintain at all times at the project site one com- plete set of Contract Drawings on which shall be noted all changes, variations and relocations of items included in the work. Maintain a complete file of approved Change Orders and note all changes on the as -built drawings and spec- ifications. Upon completion of the work, deliver as -built drawings to the Architect. Maintenance Manuals: In addition to the documents included in Ar- ticles 4.5.1 and 9.7.3, submit operating, instruction and mainte- nance manuals for all installed equipment as required by the spec- ifications prior to final payment. DIVISION I - 5 BASE BID AND ALTERNATES Base bid shall include the dressing room facility complete with exits, steps and planter walls (ready for planting by others) and gravel area around perimeter of building as shown' by shading on the drawings. Stub off utilities as shown. Each bidder shall include in his bid the total amount to be Added To his proposal for each of the following alternates. Alternate items, if accepted by the Owner, will be ac- cepted in numerical sequence; Alter- nate 2 cannot be accepted unless Alternate 1 is also accepted, but Alternate 1 nay be accepted without Alternate 2. Alternate No. 1: Show total amount to be added to the base bid to in- clude pool, walkways, bench, berm and all supporting utilities as shown on drawings. Brick for walks to be supplied by the Owner. Alternate No. 2: Show the total amount to be added to the Base Bid for providing in place all planting and other landscape items as sche- waled and shown on drawings or specified. BASE BID AND ALTERNATE - 1 DIVISION 2 - SITE WORK 0210 CLEARING AND GRUBBING: Remove all vegetation within build- ing lines, including trees. Remove all debris from site. 0211 DEMOLITION: Perform all operations required for cutting and patching for new openings in existing concrete wall. Provide weather protection and security to Owner's property while work is in progress. 0221 SITE GRADING: As shown on drawings; extend new grades from building to existing grade minimum 10 feet. Slope as shown. 0222 EXCAVATION, FOOTINGS AND POOL: To dimensions and depths indicated; use side forms for all work 0225 SOIL POISONING: (Building Area only) Use only applicators licensed by Florida State Board of Health. Apply water based emulsions only in ac- cordance with FHA MPS No. 30, latest revision, using toxicants and con- centrations indicated therein at the designated rate for each area to be treated. Furnish 5-year written guarantee in accordance with MPS 30 standard. 0226 BACKFILL UNDER SLABS: Clean, porous fill; compact to 95% optimum density, AASHO specifica- tion. Submit certified laboratory test results if so directed. 0250 SITE DRAINAGE (Alt. #1): Install vitrious tile drain lines under berm where shown on drawings. Use bell and spigot type with ce- ment grout joints. Slope drains a minimum of 1/8 inch per foot. Provide rodent proof screens at each end of drains. 0255 SITE UTILITIES: Refer to Divisions 15 and 16 0263 BRICK WALKS (Alt. #1): Install paving brick on 2 inch clean sand bed in areas where shown on drawings. Sub grade for walks shall be 6 inch of compacted clay soil; compact to 98°% optimum density AASHO specification. Fill joints between brick with clean fine sand. 0275 YARD IMPROVEMENTS (Base Bid): In sloped area immediately adjacent to dressing room addition prepare area as shown on drawings to re- ceive rock pattern. Place coquina rock in patterns as directed by Architect. DIVISION 2 - PAGE 1 0275 (Continued) Owner will furnish rock delivered to jobsite - Estimated quantity 30 Tons. Maximum size - one cubic yard 10% graded down •to one-half cubic •foot. 0280 TREES AND SHRUBS (Alt. #2) GENERAL The Landscape Contractor shall have his labor crews controlled and dir- ected by a landscape foreman well versed in plant materials, planting, reading blueprints and coordination between job and nursery in order to execute installation rapidly and correctly. The Owner shall have the right, at any stage of the operations, to re- ject any and all work and materials which, in his opinion, do not meet with the requirements of these speci- fications. Such rejected material shall be immediately removed from the site and acceptable material substituted in its place.. New planting shall be so set that the final level of ground around the plants shall conform to surrounding grades, or as otherwise specified.. I MATERIALS Topsoil shall be sandy loam typical of the locality. The soil must be taken from ground that has never been stripped. There must be a slight acid reaction*to the soil with no excess of calcium or carbon- ate: Soil shall be delivered in a loose friable condition. Fertilizer shall be commercial fertilizer with an analysis of 6-10-4 (6 parts nitrogen, 10 parts available phosphoric acid, 4 parts potash) of which a minimum of 25% of the nitrogen shall be derived from organic sources. Planting areas shall be t•rcated with fertilizer applied at a rate of 5 lbs. per 1000 sq. ft. Soil used for planting shall be thoroughly mixed with 5 lbs. of 6-10-4 commercial fertilizer per cubic yard unless otherwise speci- f•ied. Plant Materials: Refer to drawings for schedule. Quality: Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, vigorous and free from insect pests, plant diseases and injuries. Trees shall be heavi'l•y branched, or in palms, heavily leafed. Requirements for the measurement, branching, grad- ing, quality, balling and burlap - ping of plants in the plant list generally follow the Code of Standards currently recommended by the American Association of Nurserymen, Inc•., and the American Standard for'Nursery Stock. Plant materials shall be graded Florida No•. 1 or better as outlined under Grades and Standards for Nursery DIVISION 2 - PAGE 2 1 0280 (Continued) Plants, State Plant Board of Florida. Substitutions: Substitutions will be permitted only upon submission of proof that any plant is not ob- tainable and upon authorization of the Owner. DIGGING AND MOVING Only a minimum of fronds shall be removed from the crown of palm trees to facilitate moving and handling.. Clear trunk shall be as specified after the minimum of fronds has been removed. Cabbage palms shall be taken from moist, black sand areas. Palms with marred, or burned trunks will not be acceptable.. All palm trunks must be selected with care according to instructions on the plan. Plant Pits: Circular pits with vertical sides shall be excavated for all plants except for hedges and plants specifically designated on the plans to be planted in beds.. Diameter of pits for trees shall be at least 2 fe.et greater than the diameter of the ball. Diameter of pits for shrubs shall be at least 1 foot greater than the ball,. SETTING PLANTS All plants except as otherwise specified, shall be centered in pits and set on four inches of compacted topsoil to such a depth that the finished grade level at the plant after settlement will be the same as that at which the plant was grown. No burlap shall. be pulled out from under balls. Roots shall be spread in .their normal position. All broken or frayed roots shall be cut off cleanly.. Soil shall be placed and compacted thoroughly, avoid- ing injury and shall be settled by watering: The ground around all plants after planting shall be basin shaped to hold and re- tain water. No filling around trunks will be permitted. After the ground settles, additional soil shall be filled in to the level of the finished grade. Cabbage palms shall be thoroughly washed in during planting opera tions and planted with a dished or saucer depression left at the soil line for future waterings.' Beds for ground covers shall have a minimum depth of 6". All ground cover beds shall be prepared by thoroughly mixing 2" of domestic peat moss with the existing 6" of soil.• The finished surface, compacted and settled shall con- form generally at all points to the required grade. PRUNING The amount•of pruning shall be limited to the minimum necessary to remove dead or injured twigs DIVISION 2 - PAGE 3 0280 (Continued) and branches to compensate for the loss of roots as a result of trans- planting operations. Pruning shall be done in such a manner as not to change the natural habit or shape of a plant. All cuts over 1/2" in diameter shall be treated with an approved tree paint. MAINTENANCE Maintenance shall commence after each plant is planted and the maintenance period shall continue for 30 days after completion of all wo r k••. Planting shall be maintained by watering, removing of dead branches, resetting plants to proper grades or upright position and any other operations necessary to complete maintenance. Replacement of plants necessary during the maintenance period shall be the responsibility of the Con- tractor., except for possible re- placements of plants resulting from removal, vandalism or acts of neg- lect on the part of others. COMPLETION AND ACCEPTANCE All work under this contract shall not be finally accepted until ex- piration of the maintenance and guaranty period. GUARANTY AND REPLACEMENT Guaranty: All new plant materials, except palms, shall be guaranteed for 30 days from the time of plant- ing and shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranty period. Palms shall be guaranteed for one year. Replacement: At the end of the guaranty period any plant required under this contract.that is dead or not in satisfactory growth, as determined by the Owner, shall be removed. Plants replaced shall be guaranteed for one year after date of replacemnt except for a loss due to an act of God. Materials and Operations: All re- placements shall be plants of the same kind and size as speci- fied in the plant list. They shall be furnished and planted as specified herein. The cost shall be the responsibility of the Contractor. DIVISION 2 - PAGE 4 DIVISION 3 - CONCRETE 0310 CONCRETE FORMWORK Forms will be required for all con- crete work and shall include the in- stallation of inserts, sleeves or embedded items furnished under other sections of work. Include all shoring, staging, bracing, access ramps, runways etc. required to safely deposit and. retain plastic poured -in -place concrete Formwork shall be, pre-engineered or designed by qualified technicians approved by the Architect. L,-<eference Standards - Unless modi- fied or supplemented herein, formwork shall comply with applicable provi- sions of ACI 347`--63 op Drawings and Samples Submit shop drawings for all circu- lar and exterior exposed concrete formwork. Submit samples of ties and rubber cones. MATERIALS Wood Forms - Plywood, Commercial Standard, Douglas Fir, moisture re- sistant, 5 ply 5/8" thick minimum for straight work. 3 ply 3/8" minimum for circular work. Framing lumber - No. 2 common or better. Wood Post Shoring - No. 1 lumber. Form Ties: Design shall be approv- ed by the Architect and shall have a working strength when fully assembled of at least 3,000 lbs. Through -wall ties shall be adjust- able in length to permit tightening of forms, leaving no metal closer than 1" to the surface, with no lugs, cones, washers or other de- vice acting as a spreader within the form. Ties when removed from concrete shall leave no hole larger than 1" in diameter. Pull-out type shall be lubricated to faci- litate removal from the inside face of wall. Cones shall be composed of rubber.. Form clamps, anchors and hanzers: Commercial products designed for the intended purpose with safety factors specified in table 103.1 of ACI 347-63. Form Coating: Suitable for the surface used; light colored emul- sions that will seal the surface and provide a release from the concrete. Use no material which.may stain exposed concrete. Use no oil on exposed work. Insulation Form Liner shall be 1" thick STYROFOAM FR or DORVON FR 100 as manufactured by Dow Chemical Company and installed as per manu- facturers Specifications. Install at exterior walls and ceiling slabs to.receive gypsum plaster finish. DIVISION 3 - PAGE 1 r, 1 0310 (Continued) Form liners for exposed work - Pressed tempered hardboard linings or commercially treated polyesther coated plywood designed for multiple use. Nails: Common or box nails, double headed for removable members. Nails are not to be used to counteract lateral or vertical pressure of wet concrete. IReelet, Chamfer and Drip Strips Reusable moulded plastic, equal to tVYNLEX. Joint Sealer: In exposed work, seal joints in forms with Durham hard - rock putty. Apply with putty knife and allow to harden. Sand smooth. Architects approval shall be obtained prior to use of forms for special concrete finishes, patented systems or any forms intended for multiple use. FORM CONSTRUCTION AND DESIGN Forms shall conform to the shape, lines and dimensions of the various concrete elements of the work shown on drawings, properly braced and tied together to maintain position and shape, and shored under weight of fresh concrete. Refer to ACI 347. Construct tight to prevent excess leakage of mortar on fine particles of aggregate, and easy removal with- out prying against green exposed concrete. Provide templates for setting all anchor bolts and dowels. Provide temporary openings at base of wall forms and othw points for cleaning or inspection. Make all joints in forms either vertical or horizontal. Wind load indicated in section 102 of ACI 347-63 must be computed at 25 psf minimum. Tolerances in- dicated in section 203 of ACI 347- 63 are maximum. All Edges of concrete to be expos- ed finished work, shall have 1 inch radius, unless shown other- wise. Special Requirements - If fiber- board forms are used for a parti- cular surface to be exposed in the finished work, use the same material for all other work having an indentical surface texture to achieve uniformity. Follow manu- facturer's directions for assemb- ling, placing, fitting, storage, stripping and placing. Falsework - Provide as required. Erect formwork true -to -line and grade with bracing and shoring. Maintain linings smooth and free from dents, sags or holes. Pro- vide openings in sides of high wall forms for placing concrete. DIVISION 3 - PAGE 2 0310 (Continued) Horizontal lifts not to exceed 5' in any one placement. Inserts in concrete shall be firmly attached to forms. Install all waterstops; keyed joint material, anchor bolts and other miscellaneous embedded items prior to placing concrete: Forms shall not be closed until all reinforcing steel has been inspected and approved by the Architect. Clean out all forms before placing concrete•. Flush with clean water. Remove all debris. Install construction Joints and con- trol joints in forms where shown or directed. Wire ties embedded in concrete will not be permitted. Footing forms: Mark concrete ele- vation; Provide removable spreaders; install rigid templates for dowels or anchor bolts. Brace wall footing forms to maintain alignment•. Temporary Falsework and Centering - positive means of vertical adjustment wedges or jacks) shall be provided to permit realignment or readjustment of shores in the event excessive settlement occurs. Formwork and Shoring shall be so anchored together that vertical or lateral movement will be pre- vented during concrete placement. Foundations for shoring shall be adequate for loads imposed with- out settlement. Inspection: Prior to placement of concrete, all forms and rein- forcing therein shall be approved by the Architect. Formwork and reinforcement shall be 100% com- plete for each placement prior to inspection. REMOVAL OF FORMS AND SUPPORTS Do not remove form supports with- out the approval of the Architect, No construction load shall be sup- ported upon, nor any shoring re- moved from, any part of the struc- ture under construction until tht portion of the structure has attained strength to support both dead and design live loads, as determined by strength tests of the concrete. Dismantle forms in such a manner as to insure complete safety of the structure, Cylinder test results or other considerations may warrant form removal procedures, determined by the Architect, prior to the following schedule, Curing methods to be applied immediately after form removal. Time limits are minimum. DIVISION 3 - PAGE 3 0310 (Continued) Removable Slab edge forms, beam, curb sides and similar vertical forms may be removed after 24 hours, at Contrac.tor's option. Centering under beams and roof slabs 14 days Bench slabs 7 days Walls and columns 12-24 hours Notel (Allow no backfill to be placed against walls, until full strength is attained.) Remove form ties immediately after stripping% Plug all holes with cement grout. (Except where shown otherwise) Remove firis,cut out and patch all honeycomb spots immediately. Forms may be reused if clean, all holes plugged, exposed nails removed, and forms sealed, subject to approval of the Architect. Reshoring - If reshoring of struc- tural items is approved by the Architect, procedure shall be in strict accordance with ACI 347-63 Section 0207. 0320 CONCRETE REINFORCEMENT Reference Standards Building Code Requirements for Reinforced Concrete" (ACI-318) Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI -315) Americah Society for Testing and Materials" (ASTM) American Welding Society" (AWS) MATERIALS Reinforcing bars shall conform to "Specifications for Deformed Billet Steel Bars for Concrete Reinforcement With 50,000 psi Minimum Yield Strength", ASTM A-616 Latest Revision (Grade 50) Metal reinforcement shall be of American manufacture. Wire shall conform to "Specifica- tions for Cold -Drawn Steel Wire For Concrete Reinforcement", ASTM A-82, latest revision. Welded wire fabric shall conform to ASTM A-185, latest revision, extending Section 5b to include wire sizes up to, and including six gauge. Keydeck for thin slab roof deck reinforcing. Fasten to eaves with headed concrete nails. (Coated or Galvanized). Tie wire; 16 gauge black annealed. Accessories: CRSI Standard nomenclature, electro-galvanized or plastic coated where supports contact horizontal form surfaces. Certification in writing of com- pliance with the above requirements shall be furnished the Architect DIVISION 3 - PAGE 4 0320 (Continued) for all materials not manufactured in the Continental United States. STORAGE AND HANDLING Reinforcing bars, accessories and wire mesh shall be stored off the ground. All reinforcement shall be free from loose flaky rust, mud, oil or other substances before placing in concrete. Bent nieces shall be bundled and tagged with metal stamped tags. SHOP DRAWINGS - (Bound in Sets, All One Size - No Loose Sheets) Submit for approval fabrication and placing details in accordance with applicable requirements of ACI 315, latest edition, indexed, and details keyed to Structural Drawings for ease of location. PLACING REINFORCEMENT concrete edges; extend fabric through contraction and construc- tion joints except keyed joints in slabs on ground. All field welding of reinforcing steel shall be performed by Certi- fied Welders. 0330 CAST -IN -PLACE CONCRETE NOTEI All exposed concrete of the building walls, roof cap, planter walls, circular pool perimeter cap and bench shall be cast with 100% Trinity White cement and white sand. All other concrete may be composed of natural color cement. Contractors option: Circular bench and pool perimeter cap may be pre -cast and erected in sections approximately 10 feet in length. GENERAL REQUIREMENTS Cast -in -place (heavy weight ag- Place in accordance with Chapter 8 gregate) concrete shall be pro- of ACI 318. Refer to contract vided at all locations where shown drawing details for special design on drawings. characteristics. Reference Standards Wire fabric shall have side laps of at least 4" and end laps of at least Specifications for Structural 6". Mesh shall be pulled up into Concrete for Buildings", (ACI 301- center of slabs as concrete is 66) to the extent modified or placed. amended herein. Extend fabric across supporting beams and walls and to within 4 inches of DIVISION 3 - PAGE 5 MATERIALS Portland Cement: AStM C150, Type 1, Retarding Admixture: Lignosulfonaie, ASTM C494, Type Ri Water_ btodfing Admixture: Butyl Stearate; A.C. Horh Hydratite, Sonneborn Hydrdcidea Fine Aggregate: ASTM C33, or equal to Davenport or Interlacken sand.' Coarse Aggregate: ASTM C33, size 57 or size 67, or Brooksville Stone. Use pea size for roof topping. Non -slip aggregate: Ceramically bonded aluminum oxide abrasive, 1/32 inch to 1/4 inch size. (Norton . Alundum fine c.f.) Air Entraining Admixture: ASTM C260 Isolation Joint Filler: Expanding cork ASTM D1752, 1/4 inch thick. Type III. Joint sealer: Fed. Spec. SS-S-164 White. Waterstops: Polyvinylchloride lock rib center bulb style, split flange type, 4 inches wide by 3/16 inches thick. Curing compounds: Liquid membrane - forming compounds, ASTM C309, type 1 clear or translucent for integrally finished surfaces for which no appli- ed finish or surface treatment is specified; type 4 black for interior slabs on which resilient flooring is to be installed; type 2.white- pigmented for exterior walks or slabs exposed to direct sunlight and for which no applied surface is specified. Use no compound on exposed buiiding concrete. Galvanized Dovetail Slots: in- stall for bonding masonry to concrete walls4 Water proof •iiaper: ASTM C171 , type 1, for curing concrete sur- faces of exposed building concrete. PROPORTIONING - Design Mix Type: Use working stress type. The alternate procedure for pro- portioning ingredients described in paragraph 308 (d) ACI 301 may be used. Strength: Cast -in -place concrete not otherwise indicated on draw- ings or schedules shall have a minimum compressive strength of 3000 psi at 28 days. Slump: Use table 305 (a) of ACI 301.for all internally vibrated concrete. Consolidation: ACI 301, para- graph 803 (d); vibrate formed concrete internally. Use vibrating; screed or mesh -type hand tamper for slabs on grade. (see Article 330.) DIVISION 3 - PAGE 6 0330 (Continued) MIXING AND PLACING Ready -mixed Concrete: Furnish concrete mixed and transported in accordance with ASTM C94, Standard Specifications for Ready -Mixed Concrete. The quality of the concrete is the responsibility of the ready -mix plant, subject to the provisions of paragraph 330.2 herein. Delivery: Where air temperature exceeds 75 degrees F. concrete transported in a truck mixer or agitator must be completely dis- charged within one hour or before the drum has been revolved 200 re- volutions, whichever comes first after the introduction of the mix- ing water to the cement and aggre- gates, or the introduction of the cement to the aggregates. Air Entraining Admixture: Maybe• added to mix as recommended by manufacture to obtain air content in accordance with table 304(b), ACI 301, subject to approval of Architect. Retarding admixture: When weather conditions are such as to raise concrete temperature as placed con- sistently above 75 F. (determined in accordance with ACI 605) or when air temperature, wind velocity, re- lative humidity and other factors, in the opinion of the Architect, may accelerate hydration of cement in flat slabs on grade to a point where proper finishing of the surface is adversely affected, an approved retarding admixture shall be incorporated in the mix, strict- ly in accordance with detailed in- structions of the admixture manu- facturer; and for the specific conditions encountered. Waterproofing admixture: Incorp- orate integral waterproofing ad- mixture (applied in strict accord- ance with the manufacturer's instructions, and instructions contained in paragraph 703 of ACI 301,) in all slabs on grade over a vapor barrier, retaining walls, unprotected roof slabs. Placing shall be in accordance with the basic requirements of Chapter V of ACI 614.-Al1 concrete on grade shall be placed on•water- proof mambrane over soil which has been compacted and graded. JCINTS AND EMBEDDED ITEMS Construction Joints: Key all construction joints in slabs and walls; obtain bond by roughen- ing the surface of the concrete and coating the joint with neat cement grout just prior to placing new concrete. Isolation Joints: Preformed iso- lation joint filler full depth of slab; install at all piers, walls, and other structural penetrations through slabs on grade, and where shown on drawings. DIVISION 3 - PAGE 7 0330 (Cdntinued) W aterstops: Install at vertical and horizontal construction joints below grade and at isolation joints where indicated. Follow manufacturer's instructions.' FINISHING FORMED SURFACES As -Cast Finish: Formed surfaces ex- posed to view in the finish work shall be treated as specified in paragraph 1002b of ACI 301, provided concrete surface is free from voids due to honeycomb or excessive air pockets. Rubbed Finish as specified in para- graph 1003(a) of ACI 301 shall be applied to exposed finish work not meeting the requirements for exposed as -cast finish as determined by the Architect. Include exposed building walls.* Concealed surfaces: As -cast finish as specified in paragraph 1002 (a) of ACI 301. FINISHING SLABS Finish Slabs as specified in para- graph 1105 of ACI 301, except that broom or belt finish may be used in lieu of nonslip finish for exterior platforms, and landings. Use trowel finish in mechanical equipment rooms and roof decks. Nonslip Finish shall be used for all steps. CURING AND PROTECTION initial curing: Vapor mist both on slabs and unformed surfaces for 24 hours.• If side forms walls are not re- moved within 48 hours, provide absorptive mat or fabric covering and keep continuously wet until forms are removed. Final curing: Liquid membrane - forming compounds as specified in paragraph applied in accordance with manufacturer's directions. Waterproof paper: L•ap side joints at least 3 inches and seal with tape; secure edges and ends from displacement by wind. TESTING Testing agency: The Architect will select and designate a qual- ified laboratory or testing agency, acceptable to the Owner and the Contractor, to perform the testing required by Chapter 16, ACI 301. Number of strength tests: Modify paragraph 1602 (a) 4d, of ACI 301 to provide that no strength tests will be made in any day when less than 10 cubic yards of concrete of specified strength is placed. Testing designated herein will be performed without expense.to the Contractor, except as specifically provided in paragraph 1601 (b) of ACI 301, and excludes the services DIVISION 3 - PAGE 8 0330 (Continued) and facilities required to be furn- ished by the Contractor except as provided for in paragraph 1604. SHOP DRAWINGS: Submit complete for all pre -cast work proposed. Show method of connections, joint treat- ment etc. DIVISION 3 - PAGE 9 DIVISION 4 - MASONRY 0410 MORTAR Comply with Southern Standard Building Code, 1965 Edition except as modified herein. All mortar to be Type S in accor- dance with ASTM C270. Incorporate waterproofing admixture in mortar for all exterior walls. Materials: Portland Cement: ASTM C150, Type I Masonry Cement: ASTM C91, Type II Quicklime: ASTM C5 Hydrated Lime: ASTM C70, Type N Sand: ASTM C144, use same color sand throughout. Plater: clean and free of deleter- ious amounts of acids, alkalies or organic mater- ials. Admixture: Hydratite, Omicron, or Mortartite. Mixing: Use mechanical batch mixes; keep rportar plastic; avoid excessive addition of water or retempering; use no mortar that has begun to set. 0422 UNIT MASONRY Concrete masonry units: ASTM C90, Type•I, Grade U-1, made of normal weight aggregates and having a smooth texture. Furnish sizes, type and patterns shown on drawings. Dovetail anchors: zinc -coated metal, sizes shown on drawings; in- stall in alternate courses at all intersections and walls where masonry is not bonded. Horizontal joint reinforcing: mill galvanized truss type wire rein- forcement made of 9 gauge deform- ed wire; provide preformed corner and tee sections. Install in alternate courses except as noted on drawings. Workmanship: Provide full mortar bed on all bearing surfaces; but- ter head joints at least the depth of face shells. Extend lintels to minimum of 8 inch bearing. Lay units in regular bond unless otherwise indicated; D.Iasonry to receive plaster: Rake all joints to a uniform depth of 3/8 inch. Consult other trades and make provision for installation of their work without cutting and patching. Fill spaces at jambs and heads of metal door frames with mortar. Point all holes in masonry; cut out defective mortar joints and repoint. DIVISION 4 - PAGE 1 DIVISION 5 - METALS 0510 MISCELLANEOUS STEEL Submit shop srawings for approval. ASTM A36, AISC standard sp-ecifica- Field welding must be done by tions, using bolted or wielded con- qualified welders as specified hections. Include all rolled angles in Paragraph 05i0; And connectibns, Submit shop drak!Ags for apphoval. Welding bperatbr Qualifications required by Section 1.17.1 of AISC specificatioh shall apply to both shoo aAd field welding. Where metal is to be left exposed to view, framing shall be true and straight with joints neatly fitted and welded and cut edges ground smooth. Shop prime all steel, after cleaning, with rust inhibitive primer con- taining not less than 50 percent rust inhibitive pigments. Touch-up of all field welds, connections and and abraded surfaces is a part of this section.. ' Provide mounting holes for wood counter tops: @ 16 inches on center. Counter sink for wood screw heads. 0520 Aluminum Handrails: -Construct as detailed on drawings. Finish and color shall be as selected by Architect. 'Submit samples for approval. Rails shall match door frames. See Division 8 Bronze Duronodic finish DIVISION 5 - PAGE 1 DIVISION 6 - CARPENTRY 0610 ROUGH CARPENTRY: Furring, nailers, grounds, and blocking: Syp. D4S No. 2 boards or No. 2 dimension, preservative treated in accordance with AWPA Standard Cl or C2, AD after treat- ment. 0620 CUSTOM WOODWORK: Conform to "Quality Standards of the Architectural Woodwork Industry latest edition, issued by Architec- tural Woodwork Institute, "custom" grade. Include base cabinets and laminated counter tops. Millwork manufacturer must be ex- perienced in the type and quality specified herein and must be approv- ed by the Architect. Submit shop drawings for approval. Fabricate millwork in shop to detail; install by skilled finish carpenters, set plumb, true to line, with all necessary joining fitting and scribing. Wood species: exposed parts to be gum, poplar, white pine or basswood; concealed parts may be any compat- ible wood permitted by AWI specifi- cations. Exposed plywood: Rotary cut Birch. Concealed backs and ends may be of plywood or particle board. Doors and backsplashes full surface type with plastic edges. 0640 CABINET HARDWARE Hinge - Stanley 5135 US 26D Door Pulls - Stanley 44831 Magnetic Catches - Stanley ALD 41 Two per door. Laminated plastic counter tops, back and end splash: 1/16 inch general purpose laminated plastic, polished finish, laminated to particle board core with adhesive applied under pressure. Color of plastic will be selected by Architect. DIVISION 6 - PAGE 1 DIVISION 7 - MOISTURE CONTROL 0716 BITUMINOUS DAMPPROOFING Unfibered bituminous compound, apply by brush or spray to both sides of all walls below grade or fill at rate of not less than 1 gallon per 100 square feet. 0719 VAPOR BARRIER Underneath pool and interior floor slabs on grade or fill : Black polyethylene coated Kraft paper with a vapor transmission rate not ex- ceeding 1/2 perm. Install with minimum 6 inch laps and protect from puncturing prior to concrete placement. 0750 MEMBRANE ROOFING: Low Roof - Install built-up 20 year bondable type roof equal to Johns Manville Specification No. 101. Surfacing material shall be white. High Roof- Apply self -adhering Polyethylene/Asphalt barrier mem- brane one -ply to concrete sub -roof deck, equal to W. R. Grace "Bituth- ene". Install in strict accordance with - manufacturers specifications and under the direct supervision of a factory representative. 0762 SHEET METAL WORK Include reglets, counter flashings, scuppers as shown•. Materials: Sheet metal not other- wise indicated; aluminized steel Type 2, Military Specification MIL-C-4174A. Use 26 gauge for all items except scuppers which shall be of not less than 24 gauge. Make lines and edges sharp and true, reinforced as required for stiffness; joints and seams neatly formed and finished, sur- faces free from waves and buckle.. Make proper allowance for expan- sion and contraction. Make ex- terior work permanently weather - tight. Space loose -locked expan- sion joints not more than 16 feet apart. Use noncorrosive nails for fastening. 0775 EPDXY COATING Trowel apply a 1/8 inch coating of "Carpet -Tex" epoxy as manu- factured by E-Bond Epoxie, Inc. to horizontal surfaces of concrete flat slabs of the reflective pool and the mechanical equipment rooms under the supervision of the manufacturer. 0790 CAULKING AND SEALANTS At all joints between concrete aid metal sash frames; polymerized non- staining •pol.ysuTfide caulking compound, gun grade, colors to be selected. Prime joints before caulking. Grace - Hornflex or DIVISION 7 - PAGE 1 0790 (Continued) or approved equal. Provide PVC buttons (white) for sealing backs of Snap -tie holes. Install backed with sealant. See details on drawings. DIVISION 7 - PAGE 2 DIVISION 8 - DOORS, WINDOWS AND GLASS 0811 HOLLOW METAL DOORS AND FRAMES Frames, full welded type, 16 gauge cold -rolled steel, phosphatized and primed, profiles as shown; pro- vide anchors, hardware cutouts and reinforcement, floor clips, tem- porary spreaders and removable stops as required. Hollow Metal Doors and Borrowed Lights: USAS Standard A123.1, full flush seamless type, phosphatized or bonderized and prime coated with rust -inhibitive paint. Furnish Type I, standard duty, in accordance with Paragraph 2.2.4.3 of Steel Door Institute specification No. 100. Provide hardware reinforcing in accordance with S.D.I. 100 require- ments. Provide Label Doors where shown. Provide full louvered doors to Air- conditioning equipment rooms•. Submit shop drawings of doors and frames for approval. 0812 ALUMINUM DOORS AND FRAMES Doors flush aluminum faced equal to Endure-A-Dor Institutional Model 10. Doors and frames to have a duronodic bronze finish. Doors to be complete with lJ pr. butts, reinforced for flush interior mounted closures. Cylinder dead locks to be furnished in hardware allowance. 0870 FINISH HARDWARE Allow the sum of four hundred 400.00) dollars for the pur- chase, taxes and delivery of finish hardware for all doors, This allowance excludes fitting, in- stalling and adjusting hardware. Finsih hardware will be selected by the Architect and will include devices for Exterior Exit Doors. 0885 GLASS AND GLAZING SCHEDULE Exterior fixed clerestory windows: 1/4 inch thick solargray Use elastic glazing compound for all channel and stop bead glazing. Obtain Architect's approval of glazing compound. Provide perimeter clearance at all 4 sides of an opening equal to the glass thickness. Space between applied stops and glass to be not less than 1/16 inch plus glass and sash tolerance. Conform to applicable provisions of Glazing Manual published by Flat Glass Jbbbers Association. Deliver glass in containers which will protect it from the weather and from breakage. Remove labbls from glass when so directed by Architect. DIVISION 8 - PAGE 1 n 0890 MIRRORS 1/4 inch thick polished plate glass _ with top grade silvered backing protected an electrolitic copper coating. Furnish Owner with a manufacturers guarantee against loss of silvering for a period of five years. Mount with chrome plate brass hardware as shown.. DIVISION 8 - PAGE 2 DIVISION 9 - FINISHES 0910 LATH AND PLASTER Include all lathing, suspension system for lath plastering accessor- iesj soffits, high strength putty plaster and Portland cement scratch and brown coats for ceramic tile installation. GENERAL Plaster over existing concrete walls, new masonry and scratch coat for ceramic tile shall be portland ce- ment base. Plaster over styrofoam insulation and suspended ceilings shall be gyp- sum base. Finish coat for all plaster shall be U.S.G. structo - gauge. SUSPENDED PLASTER CEILINGS AND SOFFITS Space hangers not more than 3 feet apart and within 6 inches of the ends of carrying channels, walls, beams or similar interruptions of ceiling continuity; embed or secure- ly attach hangers to concrete con- struction. Space main channels not more than 4 feet apart and not more than 6 inches from walls; properly position, level, and saddle tie with hangers. Space cross furring channels 131 inches apart for diamond mesh lath or 16 inches apart for rib lath, saddle tit with 2 strands of 16 gauge wire to main channels: Keep channels free of walls; Splice ends by lapping 8 inches and tying as above; frame all openings with main carrying channels. WALLS AND CEILINGS Unless otherwise designated all interior angles shall receive cornerites and all exterior cor- ners shall receive corner beads. All corners of openings in masonry walls and partitions shall be rein- forced with 12" wide self -furring metal lath placed diagonally across corner. Install casing beads where soffits or suspended ceilings intersect walls, around door frames and along bottoms of walls for base recess and other locations where shown. MATERIALS Furring channels: cold rolled, galvanized, 3/4 inch. Carrying channels: cold rolled, galvanized, 1? inch. Hanger wire: 8 gauge galvanized annealed. Metal lath for ceilings and soffits: 3.4 pound diamond mesh galvanized, DIVISION 9 - PAGE 1 0910 (Continued) or 3.4 pound, 3/8 inch rib lath where span exceeds 131 inches.. Corner bead: USG 4R galvanized. Casing bead: No. 66.. Cornerite and Striplath: painted copper alloy. Control joints: zinc, Powell #99 Bonding Agent: "Bondrite," Lambert Corp.; Daraweld - PBA, A.C.. Horn; or Weld -Crete, Larsen Products Co. Portland Cement Reinforcing: self - furring Keymesh, Keystone Steel and Wire Co.., 18 gauge galvanized wire 1J inch hexagonal mesh with J inch furring crimps, applied with furring stub nails to exposed -concrete. Insulation to new masonry: Dow Chemical styrofoam FR or Dorvon FR, 1 inch thick. Mastic: Dow No. 7. Portland cement: ASTM C150, Type I. Masonry cement: ASTM C91, Type II Hydrated Lime: ASTM C206, Type S Gypsum Neat Plaster: ASTM C-28 Gypsum Gauging Plaster: ASTM C-28 Sand: ASTM C-35 All gypsum products used throughout the work shall be furnished by the same manufacturer. PREPARATION OF SURFACES Exterior Walls; Apply insulation to exterior wall masonry surfaces. Apply grounds to allow for thick- ness of insulation and plaster. Install wood nailers to concrete or masonry for attachment of cabi- nets or heavy wall fixtures. Use mastic No. 7 and supplement with concrete nails. Examine insulation on walls and ceiling before plastering to in- sure that all boards are well bonded and that all joints are staggered, well fitted and tightly butted so that no plaster fins can extend through to the concrete or masonry,. Existing Concrete Wall: (Refer to painting section for sand -blasting) Over sand blasted surface apply bonding agent.. Over bonding agent apply key mesh and nail on 12 inch centers vertically and horizontally. Apply plaster coats as required. Application of Base Coats: Three Coat Work. Scratch Coat: Apply nominal ?inch thick first coat and then scratch to insure a good key. Allow to dry until firm and hard. Brown Coat: Apply nominal 3/8 inch thick brown coat and bring out to grounds. Rod and darby to a true regular surface ready to receive finish coat or ceramic tile. DIVISION 9 - PAGE 2 0910 (Continued) Finish Coat: Trowel Finish Apply over base coat, laid on well double back and fill out to a true even surface. Allow finish to draw for a few minutes then trowel with water to a smooth finish free from cat faces or other blemishes. 0930 CERAMIC AND QUARRY TILE GENERAL Furnish and install thin -set cera- mic wall tile with all accessories, quarry tile and base and marble thresholds where shown an drawings. Scratch and brown coats for tile installation is specified in Section 0910. MATERIALS Glazed Wall Tile: TCA certified, standard grade, matte finish, cush- ion edge, dust -pressed, white non - vitreous body, machine made, 2 inch by 2 inch face size, finch thick. Trim units: SPR R-61 designation; glazed bullnose and cove units to have same face dimensions as wall tile unless otherwise indicated. Use S series for surface application. Provide external angle and corner shapes necessary to achieve a first class job. Use universal angle AK106 at internal bullnose corners. Accessories: semi -recessed type, non -vitreous body same color as wall tile. Accessories shall include the following: 2 ea. shower soap dish 2 ea. towel bar 4 ea.' robe hooks 2 ea toilet paper holder Marble Sills: One piece beveled edge, honed finish, to profiles shown; not less than 3/4 inch thick. Quarry tile: unglazed natural clay, SPR R-61, standard grade, smooth surface, 6 inch by 6 inch face size 1/2 inch thick. Include bullnose, cove, and all angle and corner units required to make a. first class job. Use round top cove base units where no wall tile occurs. Colors as selected. Shower Pan Membrane: Compotite, extend 12 inches up walls and over curb. Water-resistant organic adhesive: CS-181; Provide manufacturer's certification of conformance with CS-181. Primer: as recommended by the adhesive manufacturer. Epoxy mortar and grout: AAR-II produced under Tile Council for- mula. Grout: as made by the UPCO Company, Cleveland, Ohio. DIVISION 9 - PAGE 3 0930 (Continued) for glazed wall tile: Tile -Mate Instant Grout, white for quari-y tile: Hydroment Joint Filler, natural color. Expansion joints: neoprene or butyl rubber strip, full depth of setting bed, A inch wide in mosaic tile, 1/4 inch in glazed wall tile and 3/8 inch in quarry tile. Sealant: polysulfide - one compon- ent type. INSTALLATION: Grind and fit the carefully at intersections, against trim fin ish, and at built-in fixtures. Fit tile closely around outlets, pipes, fixtures, and fittings, so that plates, escutcheons, and collars will overlap cuts. Prevent rapid evaporation of mois- ture from the setting bed. Comply with USA Standard specifi- cation A108.5 for installing ceramic mosaic tile by latex Portland cement mortar method as described in Tile Council of America 1968 Handbook. Examine surfaces to receive tile Comply with USA Standard Specifi- and start no work until defects cation A108.4 for installing that will adversely affect tile work glazed wall tile with water re - have been corrected. sistant organic adhesives as de- scribed in TCA 1968 Handbook. Inspect all.surfaces to see that they are dry, clean, free of oily or waxy film, firm, level, and plumb. Surfaces to receive thin -set mortar shall not vary more than 1/4 inch above and 1/4 inch below required plane in any individual space; nor shall there be more than 1/16 inch variation within any running foot. Do not start until work of other trades, which goes through or in the space behind tile, has been completed. Use cove shapes at all interior corners, bullnose shapes at all exterior corners. GROUTING, CLEANING AND PROTECTION Comply with recommendations of the manufacturer of the grout as published by the Tile Council of America. SAMPLES Patterns and colors will be se- lected by the Architect. Submit one sample of the following for approval: Panels of not less than 4 tiles for each color and type of viall tile. Samples of each trim shape speci- fied. Samples of quarry tile and base. DIVISION 9 - PAGE 4 0980 SANDBLASTING GENERAL Furnish labor, tools; equipment and materials required to remove all paint and other foreign matter from existing concrete wall to be incorpotated within the new struc- ture• Sandblast only the area of wall which is to receive new plas- ter or ceramic tile finish. Clean all surfaces after blasting operations are completed. 0990 PAINTING GENERAL REQUIREMENTS Furnish labor, tools, equipment and materials required for sur- face preparation, priming of sur- faces not shop primed, painting and finishing of the following surfaces including all related work in con- nection therewith, as well as cleanup of areas where painting is required. Interior and Exterior Ferrous Metal: metal doors and frames, windows exposed structural steel, electrical panels, exposed piping and ductwork, mechanical equipment not factory finished. Interior plastered walls and ceil- ings. Seal interior surfaces of all pre - finished cabinets after installa- tion. . Exterior concrete walls of the existing building. Exterior vertical face on water side of pool, Rglated Work Sbecifi.-,d ih Other Sec t ioh's Shop priming of structural and miscellaneous iron and steel; hollow metal windows, doors and frames; electrical panels. Factory applied finish to air- conditioning units; wood cabinets, and aluminum doors and frames. Pool bottom treatment. Plaster finish,caulking and seal- ants Bituminous Dampproofing Except as specified to the contrary all exterior new concrete is pre - finished requiring no paint. MATERIALS Except as otherwise specified here- in, or specifically approved by the Architect in writing, use only products of the following manufact- urers, subject to compliance with specification requirements: Tnemec Company Dupont Company Devoe and Raynolds Pratt and Lambert Benjamin Moore Sherwin Williams Pittsburgh Paint and Glass DIVISION 9 - PAGE 5 0990 (Continued) Each product shall be of the highest quality produced by the approved manufacturer. No so called "painter's line" material will be approved. Other materials required but not specifically described such as linseed oil, turpentine, thinner, shall be of highest quality and have identifying labels on contain- ers. SURFACE PREPARATION AND PROTECTION Inspect all surfaces to be painted or finished. Notify the Architect in writing of any unsuitable surface. The beginning of work, or the ab- sence of written notification, will be construed as acceptance of the surfaces. Correct defective work appearing thereafter. Surfaces must be clean and dry and free of foreign matter. Remove and protect hardware, acces- sories, device plates, lighting fixtures, factory finished work, and similar items; or provide ample in -place protection. Upon completion of each space, care- fully replace all removed items. Use only skilled mechanics, for removal, replacement and protection. Remove doors to paint tops and bottoms•. Prime coated steel: wash off dirt and grease, remove concrete or plaster drippings, touch up abraded, or damaged shop coats with rust inhibitive primer. Concrete: Brush to remove loose dust, knock off mortar spots, re- move grease spots or other for- eign matter which will affect the finish surfaces. Replace all Blue paint on existing concrete wall at North End of ex- isting building with new material. Plaster: Check moisture content of interior plaster; shall not exceed 16% when paint is applied. Neutralize exposed zinc coated control joints and other acces- sories to be painted. MISCELLANEOUS REQUIREMENTS Arrange for adequate ventilation for proper drying and painted sur- faces•. Apply no paint in spaces where dust is being generated which would speck the finish. Tint undercoats a different shade than finish coats so that the number of coats may be readily determined. Deliver paint to site in manufact- urer's sealed containers. Each container shall be labeled by the manufacturer, showing the ma.nufac- DIVISION 9 - PAGE 6 0990 (Continued) turer's name, type of paint, form- ulation, color of paint, and in- structions for reducing. SAMPLES AND COLORS Submit for each surface and finish indicated in the schedule of paint- ing, the name of the manufacturer and the trade name or identification of the product proposed for use: Submit color chips of each product for selection. APPLICATION AND WORKMANSHIP Comply with applicable portions of Sections 12, 13, and 14 of "A Modern Guide to Painting Specifications" prepared by Painting and Decorating Contractors of America, 1965 Edition. SCHEDULE OF PAINTING Ferrous Metal - Shop Primed: First: enamel undercoat Second: gloss enamel Third: gloss enamel Exterior exposed concrete of exist- ing building. Two coats: modified epoxy equal to Tneme-Crete series 52 flat sand texture finish. Three coats: Vertical face of waterside of pool, from cap to slab. Unprimed Ferrous Metal: exterior piping, mechanical equipment, duct- work, etc, First: etch and clean (galvanized metal only) Second: zinc chromate primer Third: semi -gloss enamel Putty Coat Plaster Ceilings: 3emi- Gloss First: Latex Primer Sealer Second: Semi -Gloss Enamel Third: Semi -Gloss Enamel Interior walls: Plaster -Satin Finish First: alkyd primer sealer Second: eggshell enamel Third: eggshell enamel Exposed sheet metal work - Alumin- ized Steel: Clean thoroughly. Apply a coat of pure lineseed oil. Wipe clean. Application to be in strict accor- dance with manufacturer's instruc- tions and recommendations. DIVISION 9 - PAGE 7 DIVISION 12 - FURNISHINGS 1240 CARPETS GENERAL Jobsite Supervision Provide jobsite supervision during installation of all carpeting. Supervisory personnel shall be factory trained and subject to approval of the Architect. Carpet Classification Carpeting shall be a very tight hard compact, commercially textur- ized, heavy-duty type with all fin- ished items manufactured within the continental limits of the United States of America. Minimum total finished weight of carpet shall be 65.oz. (sixty-five ounces) per square yard (not in- cluding pad). Carpet material shall be available in standard widths of not less than 12 feet. Colors selected will be limited to a single selection. Flame Spread Requirements Carpet material and padding shall meet all the requirements for the flame spread test in accordance with the ASTM E-84 test procedure - Flame spread shall be less than 75. Certification that carpet materials have been tested by an independent testing laboratory or Underwriter's Laboratory and meets these minimum requirements or exceeds them shall be furnished by the manufacturer. PRODUCTS In order to insure maximum com- petition on carpeting bids, color selections are to be made from re- gular stock colorations of the mill awarded the contract. Each mill shall have a full range of color selections. DETAILED CARPET SPECIFICATIONS Velvet construction - Woven-thru- back. 100% Acrylic fiber of U.S.A. origin mothproof 216 pitch 8 rows per inch 205 minimum - .255 maximum wire height 42 oz. per sq. yd. face yarn weight 76.27 oz. per sq. yd. total fabric weight 3 ply yarn woven level loop texture Backing materials warp -cotton or rayon or jute stuffer-cotton, kraftcord or jute filler -jute or cotton DIVISION 12 - PAGE 1 1240 (Continued) Tuftbind-minimum 10 lbs: Back coating -latex Clearcoat-minimum 8 oz. maximum 11 oz. Width-12 ft. The above specifications will be accepted or the equivalent from any of the following manufacturers and their quality identification names. These are all basically the same carpeting but might have slight variances which do not affect the final end result. Bigelow Grograin Gulistan Charter Oak Hardwick Magee Duralock Lees Bold Voyage Magee Loom Loc Mohawk Presidio Oxford Mi11s Acrihill Philadelphia No. 40002 Roxbury Tweed Lok Smith Castle Wood type material weighing not less than 50 oz. per square yard. Binders Concealed wood tack strips are re- quired to be continuous where car- pet abuts vertical surfaces. All exposed raw edges of flat laid carpet shall be secured with a metal nap -lock binder bar of satin finished hammered aluminum. Bar shall also be installed under all. doors except where thresholds are indicated. Metal binder strips shall be fast- ened to floor with lead tampins and countersunk metal screws spaced one inch from each end and 6 inches on center thereafter. Other methods of fastening by Architects approval only. Carpet Base Any other substitutions must be Base in all recessed wall pockets approved by the Architect 10 days shall be continuous strips of prior to bid date except as follows:' neatly cut carpet material using same color material as carpet Substitution field. Carpet material composed of 100% Base shall be secured to wall by 3 ply-15 denier continuous filament use of adhesives as recommended nylon will be acceptable provided by the manufacturer of the carpet the above minimum requirements are material. met. Pad (Separate from Carpet) Pad shall be 1/4 inch thick flat high density rubber -like commercial Scraps All unused scrap pieces of carpet and pad material shall become the property of the Owner for patching and/or renovating purposes. DIVISION 12 - PAGE 2 1240 (Continued) Adhesive for base installation Chicago Mastic Company CMC-6 sponge set or an approved equal. Guarantees - By Supplier Furnish the Architect, in triplicate, separate guarantees covering the cushion pad and carpet, stating that the carpet and pad were manu- factured in accordance with these specifications. The guarantee shall further state that the carpet and pad are moth and vermin -proof, non - allergenic, and will withstand the collection and stagnation of mois- ture underneath the carpet with application over concrete floors, excessive fading of colors from the carpet for a period of one year following final installation of all areas. Maintenance Instructions Furnish the Architect six copies of manufacturer's instructions and re- commendations for maintenance and cleaning of the carpet of all food stains, grease and traffic wear. EXECUTION Condition of Floor Surfaces Concrete floors to receive carpet shall be inspected prior to instal- lation. Rough, uneven or depressed areas, humps or other irregularities shall be called to the attention of the Architect (in writing) for cor- rection before work is commenced. All floor areas are to be cleaned of dust, debris, grease or other materials, by others, Wood backup for all base shall be straight, plumb, securely fastened, free from excessive open joints or other imperfections that will affect the appearance of the carpet base. Floors shall be dry. All painting, ceilings and wall finishes, door's and hardware and all other finishes ate to be com- pleted including fixed cabinet in- stallation before any carpeting is to be installed. Installation All installation of this carpeting; shall be under the direct super- vision of an authorized represen- tative of the Carpet Manufacturer, and in strict conformity with the manufacturer's instructions. Starting of this work (by the Carpet Installation Contractor) within an area will imply that he has accepted the surface to re- ceive these materials, and any work that will be required to form smooth, even surfaces under these materials shall be at the Carpet Installation Contractor's expense. Seams: Install carpeting with a DIVISION 12 - PAGE 3 1240 (Continued) minimum of cross seams and main- tain matching pattern at all seams. Architect shall approve seam pat- tern in each room before laying carpet. All Carpeted areas shall be shut off from all traffic except that required by workmen for installa- tion. All carpeting shall be thoroughly vacuum cleaned of all footprints or other soiled areas prior to acceptance by the Owner. Guarantee Furnish the Architect in triplicate, a written guarantee of performance against loss of contact at walls, faulty workmanship of seams, loose base, binder strips or other situa- tions which in the opinion of the Architect are caused by faulty workmanship at time of installation. Guarantee shall be for one year after acceptance. Correction of work to be done by the Contractor at no additional cost to the Owner. 1245 BATHROOM ACCESSORIES GENERAL Furnish and Install in each Shower Stall one curtain rod equal to Parker No. 628 HD stainless steel. Install over each bathroom lavatory one 18" x 36" mirror equal to Parker No. 2010. Furnish with theftproof device. Furnish and install in each ward- robe cubicle (4 total) one rod equal to Parker No. 628 HD Stain- less steel. Furnish and install in each bath- room (2 total) one paper towel dispenser equal to Accessory Specialties Inc. No. 245. Furnish and install in each dress- ing counter (4 total) 1 facial tissure dispenser equal to Accessory Specialties Inc. No: 259. DIVISION 12 - PAGE 4 DIVISION 15 - MECHANICAL SECTION 1500 1500.1 GENERAL a. Applicable Provisions: The General Conditions and the Supplementary General Conditions of the Contract and the applicable portions of the Special Conditions are applicable to this Division. b. Technical Specification Require- ments are given on the drawings. c. Project Address Form, Project Information Form, Progress and Record Drawing Certification Form, Check -Out Memo, and Instruc- tion in Operation Memo Forms are enclosed on separate pages. Division 15 - Page I Owner: Architect: PROJECT ADDRESSES * SANFORD CIVIC CENTER - DRESSING ROOM ADDITION SANFORD, FLORIDA City of Sanford City Hall Sanford, Florida 32771 John A. Burton, IV, AIA Post Office Box 938 Sanford, Florida 32771 Engineer: Tilden, Denson & Associates, Inc. 818 Highland Avenue Orlando, Florida 32803 General Contractor: Subcontractor: Telephone 305/322-3161 305/4234017 305/841-9050 Contractor shall fill in the above blanks, and insert one copy in each Technical Information Brochure as Page No. 3. Division 15 - Page 2 PROJECT INFORMATION Project Name: Contractor's Job Superintendent: Job Phone No. Subcontractor's Job Superintendent: Job Phone No. Date Project Bid: Official Project Starting Date: Date Technical Information Broc-I1ures`Submitted: Days Allowed for Construction: Target Completion Date: Contractor shall fill in above blanks, and insert one copy in each Technical Information Brochure as Page No. 4. Following items shall be completed and dates logged by the Contractor at least two weeks before date of "Contractor's Request for Final Acceptance." Date Testing Information Submitted: Date Check-out Memos Submitted: Date Written Operating Instructions Submitted: Date Maintenance Information Submitted: Date Marked -up Progress Prints Submitted: Date Contractor's Instruction Conference with Owner: Date Contractor's Request for Acceptance: Date Project Accepted: Division 15 - Page 3 PROGRESS AND RECOhb DRAW NG CERtIFICAtiON Form No, 1 NOtE TO CONtRACTOR: Do not submit at the time Technical Information Brochure is suFmitted. This form shall be completed and submitted before Instruction in Operation to Owner or a request for final inspection. RE: Name of Pro3ect Division Number and flame) This is to certify that the attached marked -up design prints were marked as the items were installed at the site during construction, and that these prints represent an accurate "As -Built" record of the work as actually installed. One copy will be turned over to the Owner at the Instruction in Operation Conference. The duplicate copy is for the Engineer's Files. Name of General Contractor BY: Authorized Signature & Title) Date: Name of Subcontractor) By: Authorized ignature & Title) Date: Division 15 - Page 4 CHECK-OUT MEMO Porm No. 2 NOTE TO CONTRACTOR: Do not submit at the time.Technical Information Brochure is submitted This form shall be completed and submitted before Instruction in Operation to Owner or a request for final inspection. Name of equipment checked: Name of manufacturer of equipment: TO: RE: Name of Contractor and Subcontractor) Name ofProject) 1. The equipment furnished by us has been checked on the job by us. We have reviewed (where applicable) the testing information submitted by the Contractor. 2. The equipment is properly installed, except for items noted below.* 3. The equipment is operating satisfactorily, except for items noted below.* 4. The written operating and maintenance information (where applicable) has been presented to you, and gone over with you in detail. Five (5) copies of all applicable operating and maintenance information and parts lists have been furnished to you for inclusion in each of the Equipment Brochures. Checked by: Printed Name of Manufacturer's Representative Address ofRepresentative) Signature of Person making Check) Date Checked) cc: Owner, Architect, Engineer, Contractor and Subcontractor Exceptions noted at time of check were as follows: Division 15 - Page 5 INSTRUCTION IN OPERATION CONFERENCE MEMO Form No. 3 NOTES TO CONTRACTOR: Do not submit at the time Technical Information Brochure is submitted. Submit 5 copies of all information listed below for checking at least one week before scheduled completion of the building. After information has been approved and inserted in the appropriate brochures, give the Owner an Instruction in Operation Conference, and have him sign 5 copies of this form. Insert one signed copy in each brochure. After this has been done, a written request for a final inspection of the System shall be made. TO: RE: Name of -Architect) Name of Project Division Number and Name This memo is for the information of all concerned that the Owner has been given an Instruction in Operation Conference". on the work covered under this Division. This conference consisted of a demonstration of the System operation, a tour on. which all major items of equipment were pointed out, and the following items were received by the Owner: a) Owner's copy of Technical Information Brochure containing approved submittal sheets on all items, including the following: (Inserted in the Brochure after the correct tab) . 1) Maintenance information published by manufacturers on equipment items. 2) Printed warranties by manufacturers on equipment items. 3) Testing information as recorded by the Contractor. 4) Check-out Memo on equipment items by manufacturers' representative. 5) Written operating instructions on any specialized items. 6) Explanation of the one-year guarantee on the System. b) Marked -up design prints showing actual "As -Built" conditions. c) A demonstration of the System in operation and of the maintenance procedures which will be required. Name of General Contractor BY: Authorized Signature, Title & Date Name of Subcontractor) 32 Authorized Signature, Title & Date Brochure, Instructions, Prints, Demonstration & Instruction in Name of Owner) Operation received: By: Authorized Signature, Title & Date cc: Owner, Architect, Engineer, Contractor & Subcontractor Division 15 - Page 6 DIVISION 16 - ELECTRICAL SECTION 1600 1600.1 GENERAL a. Applicable provisions: The eheral Conditions and the Supplementary General Conditions of the tontro t and the applicable pdhtidns.Of A6 Special Conditions are applicable to this Division. b. Technical Specification Require- ments are given on the drawings. c. Project Address Form, Project Information Form, Progress and Record Drawing Certification Form, Check -Out Memo, and Instruc- tion in Operation Memo Forms are enclosed on separate pages. Refer to Division 15". Division 16 - Page 1