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1605 W 25 St 10480 Plans Geneva Gardens
/Gus Y Y tF t4 11 m�umofAw� h4 � � 1 of Florida t -stain - .. -eparlmen! of Business Regulation Division of Hotels and Restaurants ' -. Fps r'iscaired " Buidding Permit S 5L7°.�' _z'FZVj51?4Gs ARCHITECT " Insuecriou of OF THA - - Conb'fSL'ction- - I. �-*'-- Total Fee '7 51Zj In consideration of the payment of fee as. noted herein receipt of which is Hereby- aclmowledged, APPROV_�i.'-ZS I REBY GR 1tiTED for the erection (or- remodeling) of. a building or buildings as described and shown in specifications -d/or drawings pre- pared by an Architect registered in Florida, for the owner named, at the location shown, at the approGmate cost given, and contairmg th .un�bH of rooms, number of restaurant seats, -other food- service,, o,_,,modeling not affecting room..count or seating" capacity a5. ind:cated herein. Architect-- / �f'� <�L!'r�,�' Owner: — Location of Building: 11l% %� �' iJ �✓ �Y�� �: � -. (. ret and N=ber) City „ r l County: of: Florida Type of Number of Rooms or Seats, Apero is ate Cost "-without Occupancy. ;' i TS 0ther Fecd Serviice, or Remodeling: Realty or Equipment: Rio. of Rent-1 Units THIS BUILDING' PERti11T NUMBER J -'' dated this �—' nay of is issued only cn the condition that in the construction or remodeling of the building or buildings herein described, every acpl cable vie of the DItiISIO i shall be complied. with, whether or not shown- or noted :in the-: specifications and plans which are identified by a stamp with,permit number and date corresponding: to the above, and signed and sealed by the Supervising _Architect for the District. DItiISION O,e ?IOTELS:AN I'ES?"-URA`dTS ( {Sucecvising Achit=t) Tlu, biuidi^_g permit is issued under the authority of Florida Statutes, 5092'C9.351 (3) (b), 509.953 {4) (b), and the Rules of the D ? 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JUHN, ARCHITECT ARCHITECT'S CERTIFICATE NO. 3162 TITLE GENERAL REQUIREMENTS SITE WORK CONCRETE MASONRY METALS CARPENTRY 1f)IST11RE PROTECTION DOORS, WINDOWS, AND GLASS FINISHED SPECIALITIES EQUIPMENT FURNISHINGS SPECIAL CONSTRUCTION MECHANICAL SYSTEM ELECTRICAL r I INSTRUCTIONS TO BIDDERS 4y j A. These plans and specification are intended to show the work necessary to construct a condominium complex on the site indicated on the drawing. B. Definitions The following definitions will be held to apply to any of thelfollowing terminology when used in the contract documents (see Article of AlA General Conditions for other definitions). (1) Owner: (2) Architect Architect's Inspector or Architect's Representative: William L. Juhn, or any employee or consultant of thatarc ectural firm authorized by the firm to represent them. (3) Contractor General Contractor: The person or organization identified as suc n t e agreement. ntractor means the Contractor or his au- thorized representative. (4) Dralisted or Plans: Official drawings pertaining to the work to be done, asere nafter. (5) Specifications: Broadly defined, the specifications include all data bound together or referred with the project manual, includingg Instruc- tions to Bidders, Conditions of the Contract, Detailed Technical Speci- fications and all Addenda. (6) Surety: The corporate body which is bound with and for the contractor, —is which liable and which guarantees the faithful performance of the contract and payment of labor and materials. GENERAL CONDITIONS A. "The general condition of the contract for the construction of the buildings." Standard Form of the American Institute of Architects, Latest Edition, Arti- cles 1 to 44 incl., are hereby made a part of these specifica ions, to the same extent as if here in written out if full. (1) These "General Conditions" may be purchased from the American Institute of Architects, the Octagon, Washington, D.C., or they may be examined at the Architect's office. (2) Where any article is supplimented hereby, the A.I.A. provisions of such article shall remain in effect and all the supplemental provisions shall be considered as added hereto, Where any such article is amended, void- ed, or superseded thereby, the provisions of such article not so speci- fically amended, voided, or superseded shall remain in effect. B. ERRORS AND OMISSIONS: (1) If any errors or omissions appear in the drawings, specifications or other documents, the Contractor shall notify the Architect in writing of such omissions or errors prior to the proceding with such wor �• (2) In the event of the Contractor's failing to give such notice, he shall f be held responsible for the results of any such errors or omi=scions and the cost of rectifying the same. C. LABOR: (1) All Contractors and Sub -Contractors shall be required to conform to the Labor Laws of the State and the Various acts amendatory and supplementary thereto; and to all other laws, ordinances, and legal re irements ap- plicable. (2) All labor shall be performed in the best and most workmanlike atanner by mechanics skilled in their respective trades, the standards of the work required throughout shall be of such grade as will bring results of the first class only. (3) Mechanics whose work is unsatisfactory to the Owner or, Architect, or are considered by the Architects to be unskilled or otherwise objectionable, shall be instantly dismissed from the work upon notice from the Archi- tect. D. CLAIMS ANDIOR LIENS: (1) Keep the Owner harmless from and against any and all claims, demands, and suits which may be made or brought a ainst the Owner by his or his sub- contractor's employees or by the public, under any terms and provisions or any compensation act or common law. (2) Deliver the completed building to the Owner free from claims and liens of any kind. (3) Furnish the Architect with a release of liens before making applications for final payment certification. E. PERMITS: (1) The contractor shall obtain and pay for all permits required throughout construction operation. He shall pay all tapping and other fees except in cases where refundable deposits are to be made, such will be paid by the owner. F. SAMPLES: (1) Article 8, "Samples": Amended as follows: (a) "All samples as directed": Revised to read: "All samples as cal- led for in the various division of the Specificationand any other samples as directed." (b) Furnish samples so as not to delay fabrication, allowing the Archi- tect reasonable time for the consideration of the samples submitted. G. PROTECTION: (1) Article 12, "Protection of Work and Property"; Supplemented as fol 1 ows : (a) Protection in general: (1) Protect all trees, shrubs, lawns and all landscape work from damage, providing guards and covering. Any d ged work shall be replaced at the contractor's expense. (2) The contractor shall comply with safety requirements of all { local and state laws.' �r (b) Provide all shoring, bracing and sheeting as required for safety and for the proper execution of the work and remove en the work is completed. _ (c) At all times provide; protections against weather, rain, wind, storms, frost, or heat so as to maintain arll work, materials, ap- paratus, and the fixtures free from injury or damage, (d) At the end of the days work, cover all work likely to be damaged, Any work damaged by 41lure to rovide pretectf.oni, shall be re- moved and replaced with new work at the Contractor'slexpeose. H. MATERIALS: (1) When several materials are specified by name, the Architect shall have the right, before the execution of the contract, to require bidders to state which material they will furnish. (2) Whenever an item, or,class of material or process is specified by name, exclusively by trade name or by name of the maker by catalog reference, only such items shall be used, unless the Architect's approval for a substition is secured in writing. (3) Should the Contractor desire to substitute another material for one or more specified by name, he shall apply in writing for such permission and state the credit/extra involved by the use of such materials. He shall also provide data and samples for the Architect's consideration. No such material shall be used unless approved in writing by the Archi- tect. (4) Wherever the words "approved", "unsatisfactory", or "as directed", "submitted", "inspected", or similar phases are used in this specifica- tion, they shall be understood to mean that the material of item re- ferred to shall be approved by, satisfactoryto,as directed by, sub- mitted to, or inspected by the Architect. (5) Article 42, "Use of Premises": Supplemented as follows: (a) Storage space at the site will be as directed. Arrange all mat- terial and maintain in an orderly manner with the use of all walks, drives, roads, and entrances unencumbered. (b) Allot suitable and proper space to sub -contractors for the storage of their materials. (c) Should it be necessary at any time to move materials sheds, or storage platforms, the contractor shall move same as and when direct- ed at his own expense. (d) At ,the end of the day's work, cover all work likely to be damaged. Any work damaged by failure to provide protection, shall be remov- ed and replaced with new work at the contractor's expense. I. PAYMENTS: (1) Requisition for payments shall be submitted by the contractor not later than the fifth day of each month, and shall itemize the amount of mat- erials and labor on same installed up through the last day of the pre- ceding month. (2) When approved by the Architect, payment will be made by the Owner on or before the fifteenth day of the month, and in the amount of ninety per- cent (90%) of requisition. (3) Payments shall be made between the 1st and 15th of each month for re- ceding month's work or as percontract documents. Ten percent (10% of the contract shall be due when substatially complete. Substantial com- pletion is defined as: "All work completed and accepted by local building officials except minor repairs or missing items of hardware, etc., which allows for full use of the building by the Owner." Before the 13% retainage is paid, the contractor shall furnish the affidavit as per section 84.061(o)1, Mechanics Lien Law. There shall be sufficient re- tainage held back to cover all minor items. GENERAL. REQUIREMENTS A. SUMMARY OF THE WORK: (1) It is the intent of these plans and specification to describe the build- ing to be constructed, and such site work as indicated to make the build - complete and ready for occupancy. (2) Then General Contract shall furnish all necessary labor and materials for phases of the work as generally outlined hereon and as reasonably im- plied or shown in plans and/or specifications, unless otherwise noted. (3) TERIALS FURNISHED BY OWNER: The contractor shall confer with the owner o determine ` the cf iract r and extent of those material s which are to be furnished by the owners and installed by the contractor. Should such materials require additional treatment or special work prior to installa- tion the cost of such work shall be included in the bid price. (4) CO-OPERATION: (a) The General Contractor, all other contractors, and all su bcontract- ors shall coordinate their work with all other trades so as to f aci- 1itate the general progress of the works. Each trade shall afford all other trades every reasonable opprtunity For the installation of their work and far the storage of the material. (5) SCAFFOLDING: (a) Provide exterior and/or interior scaffolding for the construction of exterior masonry walls. (b) Build, erect and maintain all scaffolds in accordance with the re- quirements of all state and local laws and regulations. (6) MANUFACTURES'S DIRECTIONS: (a) All manufacturinn articles, material and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the manufacturer, unless herein specified to the con- trary. (7) SIGNS: (a) Then General Contractor shall erect one painted sign 32 sq. ft. 1 Name of Project 2 Owner 3 Architect a Contractor (b) The above sign shall be the only sign or advertisement displayed on the building site. B. SCHEDULES AND REPORTS: (1) SURVEYS, LINES AND GRADES: (a) The Owner will establish the lot lines, restrictions. (b) All other grades, lines, levels and bench marks shall be established and maintained by the General Contractor who shall be responsible for same. (c) The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or incon- sistencies in the above to the Architect before commencing work. (d) Provide and maintain well-built batter boards at all corners; es- tablish bench marks at each floor, giving exact levels of the var- ious floors. 2 C. SAMPLES: (1) The Contractor shall submit to the Architect samples of those finished materials indicated prior to ordering of material. After approval of any material and prior to installation all materials shall be checked against supplied samples to assure consistency with original intent. D. TEMPORARY FACILITIES: (1) Provide and maintain on the job site: ' (a) Telephone service (in the field office) (b) Necessary toilet facilities for all workmen (c) Temporary heat within the building as required (d) Temporary electrical power (e) Temporary water supply (f) Any and all other temporary facilities as required to facilitate and expedite the progress of the work E. CLEANING: (1) At no time shall any rubbish be thrown from the windows of the building. (2) Special Cleaning: Besides the general broom cleaning, do the following special cleanng at completion of work (for all trades). (a) Remove putty stains and paint from all glass and shall wash and polish same. Care shall be taken not to scratch glass. (b) Remove all marks, stains, fingerprints, and other soil and/or dirt from all painted, decorated and stained work. (c) Remove all temporary protections and clean and polish all floors at completion. (d) Clean and polish all hardware fixtures for all trades; including removal of all stains, dust, paint, etc., upon completion. F. GUARANTY -WARRANTY: (1) The Contractor shall warrant and/or guarantee the following: (a) All materials, workmanship, and movable or adjustable work shall remain in perfect working order, including hardware, doors, window, drawers, apparatus, machinery, electrical equipment and all other equipment to which this heading is applicable, for a period of one (1) year from the date of the final certificate, (2) CORRECTION OF WORK AFTER FINAL PAYMENT: One year from the date of issuance ofinal certificate, Were guarantee or warrantees are written in any of the divisions for longer terms, such longer terms shall apply. (3) MAINTENANCE MANUALS: The Contractor shall supply the Owner with all proper mamas or written data for the operation and/or the main- tenance of the various pieces of equipment installed in the project. N G. PROJECT CLOSEOUT: (1) This division is intended to cover conditions necessary to completion of the project. (2) Note that Article 9, sub -paragraph of the General Conditions of the Contract for Construction 9.7, AlA Document A-201 of the American Institute of Architects, Twelfth Edition, April 19710, pages 1-18 in- clusive, outlined the procedure to be followed prior to final pay- ment. Procedure outlines in this division will not supersede the General Conditions, but, rather, shall augment them. (3) Upon completion of all general construction and prior to Architect's punch list inspection, all of the following shall be done: W All general construction completed. (b) All mechanical and electrical work completed, fixtures in place, connected (temporary, if necessary), Gleaned and ready for try out and test. (c) All electrical circuits scheduled in panels, and disconnect swithches properly labeled. (d) All painting completed. (e) All glass and metal work cleaned. (f) All hardware installed, and all doors in good working order. (g) Grounds cleared of contractor's shacks, equipment, debris and build- ing supplies. (h) All materials cleaned of stains and labels. (4) Guarantees: Furnish all manufacturer's guarantees which have been in.- ccludid w hwi equipment. (5) KeXs and Special All keys and special wrenches shall be tag- ged room number or with the designated use. In the event the keys have been turned over directly to a represenia tive of the Owner, furnish a signed receipt from such representative. (6) Guarantees and Bonds: Furnish the following written guaranteIes and bonds, n aup-licafe, signed by an authorized representative of the subcontract- or: (a) Soil Poisoning 5 years (b) Paving and Curbing 1 year (c) Roof and Flashing ($10.00,✓square penal sum bond with flashing endorsement) (d) Caulking 2 years (e) Glass and Glazing 2 years (f) Mirrors 5 years (g) Drywall System 2 years (h) Painting 1 year (i) Ceramic Tile 1 year (j) Heating & Air Conditioning 1 year (k) Plumbing 1 year 1 (1) Electrical 1 year J 3 ��� 2J / 173 (7) Certificate of Inspection: Where required by detailed specification, furnish certificate of inspection from proper authority on roofing work and heating, ventilating and air conditioning equipment and controls. (8) Releases of Lien: Furnish affidavits and release of lien in accordance with su -paragraph 9.7.3 or General Conditions, H. ALLOWANCES: (1) Light Fixtures: $150.00/apt. (2) Kitchen Cabinets: $650.00/apt. (3) Bathroom Cabinets: $200,00/apt. (4) Floor Covering: $800.00/apt. (5) Finish Hardware' $100,00/apt. (6) Appliances: $140.00/apt. (7) Pool: $12,000.00 EXCAVATION AND GRADING A. {FORK INCLUDED: (1) Furnish all labor and materials to complete all excavation and prepara- tion of the site as shown on the drawing or herein as specified. (a) General excavation in or adjacent to building to grades, line, and levels as indicated for: (1) Foundations, footings, trenches and pool. (b) Miscellaneous and trench excavation in or adjacent to building as necessary for structural mechanical and/or site work. (1) Drains, sewers, area drains, wastes, heating) lines, tele- phone lines, electrical lines, cable T.V., ect. (e) Fill and backfull for all work as required to bring work to finished grades. (d) Shoring, bracing, sheath piling, planking and cribbing as required, and removal of same. B. EXCAVATION: _ (1) All excavations; made to the proper depth with the proper allowance made for floor slabs forms, centers, and for space to apply waterproofing and/or damproofing if required. (2) Bottoms for piers and footing; approximately level, clean and clear of loose material, and lower sections true to size. (a) Where excavation is made below depth required for footings, founda- tions, and/or any bearing work, the foundation and walls shall bear on undisturbed soil. (3) Exterior waterpipe, trenches; 1'-6' minimum below finished grade. (4) Top of all footings 8" minimum below the finished grade. (5) Bottom of all footings: To depths sufficient to bear on undisturbed sub -soil earth. , C. BACKFILLING: (1) Do not back -fill walls or foundations until all masonry has set completly. (2) Slush with water and tamp all earth filling every 6" in depth to avoid settlement. D. EARTH FILL: (1) All filling shall be clean earth, free from top soil, vegetation, debris, wood, brickbats, etc. All fill for concrete floors shall be raised in layers of 6" each. Each layer to be thoroughly puddled and tamped. Earth required for fill which is not available as a result of the build- ing operations shall be brought to the job and shall conform with the above. E. GRADING: (1) Slush and tamp all earth to receive slabs, and slabs shall not be poured until all settlement has occurred and earth has been leveled and accurately graded. (2) Reform all exterior grades in accordance with the drawings to easy con- tours. F. COMPACTION: (1) After the site is stripped and the cuts and fill areas balanced into spaces indicated on the drawings the site shall be compacted. By use of a vi- brating steel wheel roller (vibro plus CH43 or equal). (2) Compaction shall continue until the areas in both cut and fill attain a density of not less than 95% (ASTM D-1557-70). G. ROCK: (1) Assume sub -soil conditions to be similar to surface conditions and that no additional rock will be encountered. H. SURPLUS MATERIALS: (1) Relocate all surplus sub -soil, free from all debris, stumps, roots, rub- b,ish, scraps, etc., at side of Owner's property, as directed. (2) Remove from the site all excess materials, debris, etc., early enough as to not hinder or delay the progress of the work. I. WATER: (1) Removal of all surface and underground water encountered during the term of the contract and keeping excavations dry by pumping or other methods. J. CLARIFICATION: (1) Each trade shall perform any and all trenching required for the proper installations of his equipment and/or materials, and its backfilling. (2) Remove and dispose of all top soil, brush, rubbish, etc., prior to filling site to grades as shown on the plot plan. CONCRETE A. WORK INCLUDED: (1) Furnish and install all materials, labor and equipment (necessary to pro- perly perform all concrete work required as specified h rein and/or as shown on the drawings. B. MATERIALS: (1) Portland Cement - A.S.T.M. Specification C-50 Type 1 (2) Aggregates - A.S.T.M, Specification C-33 (a) Fine aggregate shall be graded from No. 2 to NO. 100. (b) Coarse aggregate shall be gravel or crushedstone from NO. 4 for footing and slabs on grade and 3/4" to NO. 4 for all other work. (3) Water -fresh, clean and free from injurious amounts of of acid, alkili or organic matter. (4) Reinf. steel -deformed bars A.S.T.M. grade 60 A-15 wire mesh A.S.T.M. Design. A-185. (5) Forms for concrete exposed to view; 5/8" or 3/4" thick oil impreg. ext. type plywood. Forms for concrete not exposed to v ew; No. 1 Southern Pine Boards 1" x 6" T & G. C. CONCRETE MIX: (1) All concrete; "ready mixed": And conforming th A.S.T.M. Specifications. (2) All concrete; 3000 P.S.I. min. unless otherwise noted. D. REINFORCING: (1) Lap for bars ; not less than 30 bar diameters. (2) Laps for mesh; not less than 6 (3) Protection for reinf. in footings shall be 3", 1 1/2 for beams, and 1" for slabs. (4) Bars; lap 30 bar diameters at all corner. (5) Accurately position andseeure against displacement by using suitable clips, metal bhairs, spacers, or by metal hangers. (6) Unpainted and uncoated, free from rust or scale. E. FORMS: (1) If local conditions are favorable, use earth trench forms for footings provided the earth is clean cut and true with bottoms level and sound. The trenches must be inspected and approved by the Architect. (2) Forms, centering, cores, molds, etc.: Construct so that the finish con- crete will conform to the shapes, lines, grades, and dimensions, in- dicated on the drawings. (3) Substantial and sufficiently tight to prevent leakage of motar and not deflect under weight of wet concrete or of construction loads. (4) Forms or shores for concrete shall not be removed until the concrete is determined, by thorough examination, to have developed ample strength to support any loads to superimposed. (5) Apply form oil to all forms to prevent concrete from sti king. F. EMBEDDED ITEMS: (1) Before placing concrete, care shall be taken to determine that any embed- ede metal or wood parts are firmly and secrely fastened n place as in- dicated. They shall be thoroughly clean and free from coating, rust scale, oil or any foreign matter, G. PLACING: (1) All concrete shall be delivered to forms as rapidly as possible after mixing. All concrete shall be tamped and spaced as soon as put into the forms and shall then be left undisturbed. All slabs shall be poured in one continuous operation, if possible. Where new concrete is to abut against old, if old concrete is 36 hours old, surface shall be thoroughly wet and painted with wash of neat cement grout just before laying the new concrete. Shoup old concrete be less that 36 hours old, grout may be omitted, but the surface shall be thoroughly wet. H. CURING: (1) All concrete surfaces shall be kept wet for a period of seven (7) days, unless otherwise specifically prescribed by the Architect, by covering with water, or with an approved water saturated covering,) or by spray- ing. All water used for curing shall be as specified herein before. I. JOINTS: (1) For interior concrete slabs and where concrete slabs, including side- walks, abuts walls; install 1/2" Celotex Flexcell prenounded expansion joints full thickness of slabs. Locate expansion joints as indicated on the drawings or as follows: (a) Maximum area for floor slab in one pour; 900 sq. feet with maxi- mum dimension at one side of area limited to 40 feet) J. FINISH OF CONCRETE: (1) Rough Finish: All concrete not otherwise specified, patch honeycombs, remove allfinsand rough edges. (2) Rubbed Finish: All concrete exposed in completed work su h as exposed lintels an eams, but not including floor slabs. Remove fins and rough edges, rub surfaces with cement or carborundum brick. Use no mortar or grout. Remove form marks and leave the surfaces uniformly smooth and washed clean. (3) Wood Float Finish: All exterior slabs and as called for on the drawings. Sla1_s_sNa_`1T__TT_r_sff be screeded to an even surface. After slabs have been allowed to settle and all surface water has been removed. A dry mix topping of 1 part of cement and 1 1/3" parts of coarse particles taken from sand ranging in size from 1 32" to 1/4" particles shall be spread over surface at rate of 1 bag of dry mix to 100 square feet of slab. The surface shall then be compacted with a wood float and tested for low spots which shall be eliminated, then given a woo float finish. (4 ) Steel Trowel Finish: All interior concrete slabs as called for on the raw ngs. pp y n the same manner as specified for wood float except the final operation shall be with a steel trowel to bring ithe surfaces to a smooth surface free from defects and blemishes. Screeds shall be set in mortar pads to prevent puncturing vapor barrier, when specified. K. LEVELNESS OF FLOOR SLAB: (1) Particular care should be taken to pour and finish a level floor. (2) Objectionable high spots shall be ground down. (3) The Architect shall make decisions of the levelness for the floor slab. If he decides the floor slab is not as required for the Owner's opera- tion, the slab shall be removed and replaced at no additional cost to Owner. L. STOPPING THE WORK: (1) The Architect may stop the concrete work when he feels the ambient temp- erature or prevailing conditions will be harmful to the work if it con- tinues. M. OUTSIDE CONCRETE WORK: (1) As not specified herein before shall be as shown on site plan. N. CONCRETE WALKS: (1) See drawings for location and details. (2) Use 2500 P.S.I. concrete, ready mixed as hereinafter specified. (3) Provide 1/2" expansion joints every 15'-0" O.C. 0. PAVING: (1) See information on the plot plan. P. WOOD SCREEDS: (1) All wood screed, markers, etc., shall be removed from the concrete after placing. MASONRY A. WORK INCLUDED: (1) Furnish and install all materials, labor and equipment necessary to pro- perly perform all masonry work required as specified herein and/or as shown on the drawings. B. MASONRY MATERIALS: (1) Delivery: (a) Deliver, store, and handle all materials as to prevent the inclusion of foreign materials by water or breakage. (b) Package materials: Deliver and store in original package until ready for use. (c) Package or materials showing evidence of water or other damage shall be rejected. (d) Masonry units: Deliver, store and protect from breakage. (2) Water- Clean and free from deleterious materials. (3) Mortar. (4) Sand: Clean, durable, uncoated grain, sharp, free from loam or other deleterious matter, graded from coarse to fine. (5) Block. (a) Conforming to A.S.T.M. , 090, Latest edition. (b) 7-5/8" x 7-5/8" x 15-5/8" hollow non -load bearing units conforming to A.S.T.M. Specification C-129. (c) Furnish all units as necessary to carry out details, bond and to minimize cutting of units. (d) Use no broken, chipped, warped or otherwise defected block. C. MASONRY REINFORCING: (1) All masonry reinforcing shall be "Dur-O-Wall" as manufactured by Cedar Rapids Block Company. (a) All "Dur-O-Wall" steel reinforcing specified above shall be spaced as shown on the drawings. D. BLOCK WORK: (1) Lay all block work true to dimensions, plumb, square, in bond, and pro- perly anchor. All courses shall be level, with joints of uniform width. (2) Allow space for caulking joints at all door and window frames, etc. (3) All masonry work shall be performed by first class masons thoroughly ex- perienced in the trade. E. JOINTS: (1) All joints 3/8" thick. (2) Point all joints as wall is built. F. MORTAR- (1) Mortar shall be prepared and of the manufacture hereinbefore specified. This mixing of the mortar shall be in strict accordance with the manu- facturer's instructions. Only fresh mixed mortar may be used, no re - tempered mortar will be allowed in the work. Mortar shall be mixed in a tight box or mixer, and shall be of a uniform consistency and color. G. CLEANING: (1) In general, clean all exposed masonry work after erection and before in- stallation of any adjacent materials that may be injured by, or a hin- drance to, the cleaning process. (2) Remove large particles of mortar with chisel. H. BUILT-IN WORK: (1) Build in all anchors, ties, flashing, etc., as shown on the drawings, that is necessary, or as specified in this or other sections of this specification= 1. BRACING: (1) All free standing masonry walls shall be thoroughly braced as erected, by this contractor, to prevent overturning. Such bracing to remain in place until all roof framing struts are secured in place. w ro J. STOPPING THE WORK: (1) The Architect may stop the masonry work when he feels the ambient temp- erature or prevailing weather conditions will be harmful to the work if it continues. K. CONTRACTOR'S NOTE: (1) Where the masonry work is shown on plans to be left exposed on the in- terior every effort shall be make by the contractor to get a good job. METALS A. GENERAL: (1) Furnish and/or install all materials, labor, equipment, incidental acces- sories, etc., to complete frame as sbown on the drawings and/or called for in these specifications. B. WORKMANSHIP: (1) All workmanship: Equal to the best practice in modern structural shop, and is strict conformance with A.I.S.C. Specifications. (2) Execute all work in strict accordance with drawings, details, and ap- proved shop drawings. (3) All work; make and erect square, plumb, straight and true, accurately fit at Joints and intersections. (4) Adequately reinforce and anchor all work in place. C. INSTALLATION: (1) Structural Steel: In workmanlike manner in accordance with latest stan- dards recommended by A.I.S.C. D. FIELD MEASUREMENTS: (1) Take all measurements in the field as required to verify or supplement dimensions shown on the structural drawings and,lor Architect's drawings. E. SHOP PAINTING: (1) Before leaving the shop, clean all steel work thoroughly by effective means, of all loose mill scale, rust and foreign matter. (2) On all steel work: Apply one coat of approved metal protection, thoroughly and evenly and work into the joints and other open spaces thoroughly. F. CUTTING AND FITTING: (1) Unless detailed, do no cutting of sections, flanges, or webs, without the Architect's approval. (2) Masons shall perform all grouting. (3) Check and maintain level of all structural members throughout entire construction. G. MISCELLANEOUS METALS: (1) Furnish all labor, material and equipment, and perform all operations necessary for or incidental to the completion of all Miscellaneous Metal work required for the construction of the building therein described, as shown on the drawings and specified herein. (2) Principal but not necessarily all items include metal hand rails, anchor bolts, brackets, supports, pipe sleeves, etc. CARPENTRY A. GENERAL: (1) furnish and install all lumber and related items, labor, equipment, etc., necessary to carry out the work as set forth in these specifications and drawings. B. GRADING: (1) All lumber shall conform to the American Lumber Standards. Simplified Practive Recommendations R16, latest edition. Grades shall conform to the grading rules of the manufacturer's association under whose rules the lumber is produced. C. PROTLCT 100 (1) Protect and keep all materials under cover both in transit and at the end of the Job site. (2) Deliver no materials unduly long before it is required for the proper conduct of the work. D. SEASONING: (1) Use only well seasoned or kiln -dried, depending on Lite. (2) Kiln -dried lu mber: 12% moisture content, max. E. MATERIALS: (1) Wood framing: Grades of Southern Pine. (a) Joists, studs, etc.,: No. 2 dimen sion. (b) Bridging, Blocking, & Furring and all other: NO. 2 Common Stock. (2) Plywood: (a) Conforming to Commercial Standard C345, Douglas Fir: (b) C-D grade for all other plywood, except as specified. F. TREATED LUMBER: (1) All lumber bearing on or against concrete or masonry shall be pressure treated. (2) All items indicated "P.T." on the drawings shall be pressure treated or have brush coating with the same preservative that was used at the plant. G. ROUGH CARPENTRY: , (1) General: Framing lumber and other rough work shall be properly framed, closely fitted, accurately set to required lines and levels,,and rigidly secured in place. Members shall be framed for the passage of pipes and conduits without permission from the Architect. Special framing -or -con- struction, not explicitly shown or specified shall be provided as 7 J ,. required to complete the work in the best and most workmanlike manner. Nailing and spiking shall be done in a thorough manner with nails of am- ple size, using spikes larger than twenty -penny where practicable. (2) Studs: Shall be sized to uniform width, must be straight and plumb, and shall contain no loose knots in either edge. Unless otherwise noted they shall be 2 x 4's, 16" O.C. openings to be framed around with headers and trimmers, doubled. See lintel schedule for wood lintels. (3) Joists: Members shall be assembled, fitted and set to exact slopes shown on drawings. Tops of joists shall form a true plane. H. FINISH CARPENTRY: (1) Furnish and install all finish carpentry shown on drawings or specified herein. (2) Workmanship: All work installed and accurately set by competent craft - men well skilled in the trade. (3) Trim: (a) Material MDoor Jambs - clear fir Windows - watch frame material MOISTURE PROTECTION A. GENERAL.- (1) Furnish all mateials, labor, equipment and incidentals necessary to com- plete roof, flash and drain entire building in accordance with the drawings and these specifications. B. ROOFING: (1) Underlayment: (a) Underlayment for all roofs shall be two (2) ply 15 lb. asbestos felt unperforated asphalt treated, (2) Shingles; (a) Shingles shall be #235 (lbs) Johns - Manville "Seal-O-Matic" shingles of a color selected by the Owner. Shingle type and color must be approved in writing by the Owner before the shingles are purchased. C . FLASHING: (1) Performed aluminum sheet fleshings shall be 0.032" thick x 96" long if practical. (2) Fasteners for securingg aluminum flashing shall be self tapping screws, No. 14 x 1-3/4", No. 14 x 1" long. (3) Drip and Shingle Stops: (a) Shall be 24 GA. G.I. with lapped joints. (b) Shall project 1/2" min. above the roof covering material. (c) Use G.I. oval head screws evenly spaced where fastening is required. (d) See drawings for shapes and sizes. (e) Provide for proper expansion and contraction with proper joint, spaced as required by length of run. (4) Gutters and Downspouts: (a) Shall be 24 GA. Alum. unless otherwise noted. (b) Shapes and sizes indicated on the drawings. (c) Use full length and locked Joints. (d) Provide for proper expansion and contraction with proper Joint, spaced as required by length of run. (5) Workmanship: (a) Conforming to best standard practice: (1) Carefully examine all surfaces prepared by others to receive flashings, etc. (2) Report all defects in writing to the Architect and General Contractor. (3) Commencing of work by this sub -contractor indicates complete acceptance of the surfaces. (6) !tent Pipe Flashing: (a) See Plumbing Division. D. CAULKING AND SEALANTS: (1) Delivery, Storage and Handling: (a) All materials: Deliver, store and handle as to prevent the inclu- sion of foreign materials and the damage of materials by water or breakage. (b) Package materials: Deliver and store in original packages until ready for use. (c) Packages or materials showing evidence of water or other damage shall be rejected. (2) Priner: (a) Use a caulking primer as make by manufacturer of the chaulking com- pound, as it comes from the container and apply with a brush. (3) Caulking Compound: (a) As made by Touch Brothers, Inc., Benjamin Moore and Co., or L. Son- neborn Sons, Inc., or an approved equal. (b) Non -staining of natural color. (c) Consistency suitable for use with gun and for use without paint finish. (4) Oakum: (a) Hand-picked, dry spun oakum. x (5) Application: (a) Apply all priming with a brush that will reach all parts of joints to be filled with compound. (b) Hand-pick all oakum and rope yarn. (c) Apply caulking compound with hand gun. (d) Fill spaces with oakum and rope yarn tightly from 3/4" back of face to shoulder with caulking compound. (e) Gun Nozzles: Of proper size to fit the joints and to drive the material in with sufficient pressure to fill joints full. (f) Caulk Jambs: Heads and bills neatly with trowel and finish joints as hereinafter specified. (9) Metal Door saddles or sills: (1) Spread bed of compound over entire seat of saddles or sills, at least 1/8" thick. Set saddle or sill on sam and remove excess material and neatly paint joints. (6) Joints: (a) Rake all masonry joints to be caulked to a uniform dpth of 3/8". (b) Finish of caulked joints on flush surfaces, neatly point with bead- ing tool and remove excess material. (c) Finish of caulked joints in internal corners: Neatly point with a coving tool and remove excess material. (7) Cleaning: (a) Clean all adjacent materials which have been soiled immediately and leave work in a neat, clean condition. E. INSULATION: (1) Scope of Work: (a) Furnish all labor, materials, equipment and services required to in- sulate building in accordance with plans and specifications. (2) Materials: (a) Roof insulation. DOORS, WINDOWS, AND GLASS A. SCOPE OF WORK: (1) Furnish all labor, material, equipment. B. DOORS : (1) Flush Doors: (a) Hollow core and solid core as indicated on the drawings. (b) Factory made (Roddis, Rezo, Mengel or Equal). (c) Stain grade, gum veneers. (d) Size and type according to door schedule. (e) Guaranteed by manufacturer against splitting, checkin warping, etc., for 1 year after date of acceptance of work. (f) Paint as specified, especially top and bottom of door . (2) Louvered Doors: (a) Size as indicated on drawing. (b) Factory made. (c) Guaranteed by manufacturer against splitting, checkin warping, etc., for 1 year after date of acceptance of work. (d) Paint or stain as specified especially top & bottom of door. (3) Workmanship and Assembly: (a) Assemble all work at the mill, insofar as practical a d deliver ready for erection. (b) When it is necessary to cut and fit on the job, the m terial shall be made with ample allowance for cutting. (c) Make all work in accord with measurements taken at th job. (d) Exposed surfaces: Machine -sand to an even, smooth su face, ready for finish. (e) Moldings: True to details, cleanly cut and sharp. (f) Glue: Waterproof, of the best guaiity. (g) Scribing, switering and joining: Accurately and neatly to conform to details, (h) Miter all casing in place and secure against separating by means of hardwood splines or patented metal fasteners installed so as to make the Joint permanent. (i) Intersection molds at in -corners shall be neatly coped and not mitered. (J) Nailing shall be done in a thorough manner with nails of ample size. C. SINGLE HUNG ALUMINUM WINDOWS: (1) Windows shall meet or exceed AAMA Specifications, DH-BI-HP. Sizes and types shall be as shown on the general plans. (2) Material: (a) All window members shall be extruded from 6063-T6 aluminum alloy and have a metal thickness of .062`.' Frame members sh ll have a minimum depth of 2 1/16" exclusive of screen retainer channel, integral grip or condensation trap. Sash members shall have a minimum depth of 3/4" approximately exclusive of finger lift rail and meeting rail weather stripping contact on horizontal sash parts. Horizontal meeting rail and lift rail shall be tubular ex- truded sections. Meeting rail shall be not less than 1.162 inches deep. Lift rail shall be of a specially constructed reinforced design to give added strength. s (3) Construction: (a) Frame and sash member joints shall be neatly joined, securely connected and weathertight. (4) Hardware: (a) Two spiral type balances housed in metal tubes 5/8" in diameter mounted in frame jamb shall permit moving sash to glide smoothly up and down and shall be factory adjusted to hold sash open at any point in its travel. When specified balances shall be take-out type which will permit sash to be easily removed without the use of any tool. Operating sash shall be weatherstripped around its entire perimeter by means of a polypropylene type pole weatherstrip inserted in a groove at the meeting rail, lift rail and in each of the sash jambs. Sash lift rail and frame step sill as well as the meeting rails shall make additional metal to metal weathering contact. Moving sash shall be provided with a locking mechanism of a cam type design for positive locking. (5) Air and Water Infiltration: (a) Air and water infiltration shall meet or exceed the requirements of the AAMA. Copies of test reports conduted by independent labora- tories are available upon request. (6) Screens: (a) Half screens furnished unless otherwise specified shall be roll formed of suitable aluminum alloy and screened with 18 x 16 mesh aluminum wire and splined with removable vinyl spline. Screens shall be designed to fit into screen channel at meeting rail which shall be integral part of window and shall be spring loaded to insure tight closure. Full screens, furnished only when specified, shall fit into screen channels at the head of sill of the frame and be contained within the screen angles at the frame jamb. Full screens are not available on integral fin single hung windows. (7) Finish: (a) Windows shall be furnished with standard mill finish. (8) Erection: (a) The erection contractor shall securely anchor windows in a straight plumb and level manner without distortion of the windows. Erector shall use a suitable mastic at all window and mullion joints and shall place erection screws so they will not interfere with operation hardware or distort frames. Erector shall make final adjustment for proper operation of ventilating units after installation is complete. (9) Caulking: (a) Window openings shall be properly caulked by others with a suitable compound to accomplish a thorough weathertight condition around the perimeter of the window frame and wall opening. (10) Glazing: (a) Windows shall be supplied factory glazed with type of glass speci- fied in the specifications. Factory Glazed windows will be back - bedded with glazing compound which shall have a composition parti- cularly adapted for use with aluminum windows, and snap -in glazing bead will be used to hold glass in position. (11) Cleaning After Erection: (a) All exposed portions of the window shall be cleaned by others after the painting and finishing of the building is completed. ., to 4 (4) Clean Up: (a) After work has been completed, the entire area shall be cleaned of all debris dropped by workmen. Clean windows and all other areas of the building that have been splashed C. INTERIOR FINISHES: (1) Drywall: (a) All walls and ceilings, where called for, shall receive 1/2" regu- lar gypsum wall board. Joints shall have taped and caulked tredt- ment equal to "Gold -Bond" specifications for single layer construc- tion of the National Gypsum Company. (b) All walls shall have a smooth finish. (c) Provide metal casing at all exterior corners. (d) After completion, patch and also caulk any defects, holes, etc., to match existing work. (2) Resilient Tile: (a) See drawings and schedules for areas requiring resilient tile. Tile will not be required under built-in cabinets. (b) Vinyl asbestos tile shall conform to the requirements of Federal Asbestos Tile Specifications #L -T 00345 (COM-NBS) and shall be 3/32" thick and 12" x 12" wide. Tile shall equal Kentile Traver- tine Tile. (c) Adhesive shall be waterproof type as recommended by the manufacturer. (d) Provide 1" wide vinyl edging strips at exposed ends of tile. (e) Vinyl cove base shall be extruded set -on type, 4" high. Corners shall be job formed. Provide 4" ends stops. (f) Remove grease, dirt and other substances from sub -floors. Inspect floors for holes, cracks and smoothness. Do not proceed with laying until sub -floors are smooth and cracks are filled. (g) Maintain 70 degrees F. minimum temperature in rooms for 24 hours before and during time of laying the and for 48 hours after laying. Stack tale in rooms at above temperatures 24 hours before laying. (h) Lay tile in accordance with manufacturer's recommended specifications. Use only experienced workmen. Lay tile with joints tight and in true alignment. Heat tile to underside if necessary to obtain bond. Lay tile to pattern selected with grain in matching sequence. (I) Cut tale to fit accurately at joining with other material. Lay tile symmetrically about center lines of room or spaces with tiles against walls not less than 6" wide. Tile against wall shall be same width of each side of room where possible. (j) Install edging strips where edge of the is exposed. Fasten strips to floor with waterproof adhesive. (k) Set vinyl base staight and true in accordance with manufacturer's directions. Internal and external corners shall be formed at job by heating and bonding tile aruund corners. (1) After floors have set sufficiently to become seated, wash with neutral cleaner and thoroughly buff. Upon complletion, leave floors and base clean, smooth and free from buckles, cracks and projecting edges. (3) Carpet: (a) Areas indicated as on room finish shedule. (b) Floors to be prepared by contractor to receive pads and carpet. (c) See Allowance Schedule. D. PAINTING: (1) Work Included: (a) Painting or staining of all materials requiring a finish, interior or exterior including wood, dry wall, masonry. (b) Finish Coat(s) for equipment and,for units having a shop applied priming. (c) Caulking, pointing -up, retouching or scarred or marred factory finishes. (d) Puttying or filling all set nails and other blemishes in all surfaces to receive painting or stain. (e) Examine entire specifications for various trades and take into consideration all provisions for painting or staining requirements. (2) Materials: (a) Deliver no materials to the bui?ding other than those specified. (b) Deliver all materials in the original containers,, with labels in- tact and seals unbroken. (c) With the exception of redly mixed material, all mixing shall be done at the Job site. (3) Storage: (a) A space will be designated for the storage of paint materials, and too 1 s . (b) Whenever it may be necessary to change the location of this storage space, promptly move to the newly designated place. (c) Protect the storage space floor from damage. (d) Cover all paints at all times and take all safeguards to prevent fire. (4) Manufacturer: (a) All Painting materials: Pittsburgh Paint & Products Company, Samuel Cabot, Inc. Mfc. Chemists The Rez Co., Springdale, Pa. (5) Oils: (a) Raw linseed oil: ASTM D234, latest edition. (b) Boiled Linseed oil: ASTM D260, latest edition. I L n t .. _ ur (6) Pigments. EE I1Q� P14ENT B. PLUMBING: (7) Test and Balance: (a) Tinting colors for oil paints: Colors -in oils, round in pure A. GENERAL: (1) The contractor shall furnish all labor, materials and equipment neces- At completion of installation, supply air registers adjusted to the de-, Hnseed oil, and of the highest grade containable, sa'ry to provide a fully -operable Plumbing°System,adhering to the basic sign air quantities shown on the plans. (1) The Contractor shall purchase and/or install those pieces of kitchen intent of the drawings and conforming to all laws, ordinances or regu- b ( ) Non -fading colors. g equipment shown on drawings. lations of City, County, State or Federal bodies, local utility com- (8) As -built Drawings• (7) Turpentine: pa',nies and individuals having legal authority to supervise this type of At the completion of the installation work for the system, this section (2) Kitchen Cabinets: work. to furnish the Architect with three (3) sets of as -built drawings show - (a) Pure gumspirits of turpentine. exposed surfaces covered with (a) All kitchen cabinets shall have all ex {2) Work included, but not necessarily limited to the following): ( y g in all changes and deviations neatly marked in red pencil. g (b) ASTM, D-13, latest edition. plastic laminate including door edges and back splash. (a') Sanitary Systems Materials: (Soil, Haste and Vent). (9) Guarantee: (8) Wood Fillers: (b) All kitchen and vanity cabinets shall be constructed as indicated on the interior elevations in the drawings. (1) Cast-iron Soil Pipe and Fittings shall be serviceweight, conform- Furnish a written guarantee that all wank executed under this section ing to A.S.T.M. Specification A-74-42. All joints shall be will be free from defects in material andarkmanship fora period of `agree (a) Select paste type fillers to match color of stain to be used, not (c) Vanity counter tops shall be covered in plastic laminated. bell & spigot and made with white oakum and pure lead, one (1) year from date of Acceptance. They will further that they replace all such defective work tinted with stain on the job. (2) Copper drainage, waste & vent (D.W.V.) piping shall conform will at their own expense repair or and damage resulting thereof during the full term of the guarantee. (9) Primers,: to A.S.T.M. Specification B-16.29-66. (10) Cutting and Patching: (a) Manufactured and recommended by the manufacturer of the finish (b) Domestic Water Supply System Materials: (Hot & Cold Water) (a) All labor required for cutting of floats, walls, ceiling, and/or paint, and prepared for this purpose. (1) watertube, Type "L" shall conform to A.S.T.M, roofs required for installation of work furnished b (b) Brush out well to penetrate the surface. Seamlessatipper p Cast -bronze solder joint pressure fit- under other sections. All major cutting which may effect the strut- tings shall conform to A.S.A. Specification B-16.18-63. tural stability of any portion of the structure must have prior Y e (c) Sand off the prime coat to remove all roughness. approval of the ,Architect. (10) Inspection of Surfaces: (c) Plumbing Contractor shall pay for all hook-up fees, permits and pollution charges. (b) All cutting and patching of floors, walls, ceilings, and/or`'roofs required for installation of heating or exhaust fan work due (a) Before starting to work, inspect all surfaces to be painted or deco- (1) The water meter and tap fee will be part of this contract. to incorrect information by the Heating Contractor will be perform - the -Heating Contractor. rated and report all defects therein to the Architect in writing. ed by the General Contractor at the expense of The� Architect will cause all defects to be remedied. The commen- d vent flashing to roofer for installation. (d) Furnish all lea v g cing of work by this contractor indicates his acceptance of the (11) Controls: surfaces. (e) All plumbing fixtures shall be furnished complete with all accesories in accordance with the following schedule: (a) Room thermostat, equipment manuf. Std. (11) Preparation of Surfaces: -1 Water Closet (b) Furnish control wire required between thermostat"and heating. unit (a) In addition to the work specified above, the following work shall and control diagram to the electrical contractor for installation. apply to all types of finishes on the respective surfaces. Bowl & Tank: Crane 3-146 (Radcliffe) Seat: Beneke #520-ss (c) This section responsible for correct operation of the system. FURNISHINGS ( (1) All spaces shall be broom clean before and during painting, and all surfaces .dry. (1) Carpet: See Allowance Schedule. Angle Supple Stop x d Provide locked security cover with master key. (d) L-1 Lavatory (Counter Top) (2) Before painting all dust, dirt, plaster, grease, and other (12) Vibration: ex transous matter which would affect the finished work. Bawl; Crane 1-990-S (Ovette) Faucet: Crane 8-2079A All connections of equipment to the building, dust and etc.,: Vibration,- SPECIAL CONSTRUCTION ` (b) Foreign matter on surfaces, left by other trades, will be removed Trap: Crane 8-5260 Isolation Type Fitting. by thane trades. (1) Swimming Poo : ' Angle Supply Stops (I3) misters & Grilles: (12) Workmanship in General: (a) Size and shape as indicated an drawings. B`-1 Bathtub " (a) Ceiling diffusers: Titus type L-200 Aluminum finish --with integralt` (a) All work: By skilled mechanics in a workmanlike manner, evenly (b) Constructed in accordance with all local codes and ordinances. Tub: opposed blade, key operated, damper. applied to be free from bags, runs, crawls, or other defects. (c) Contractor shall supply such pool equipment as filters, pumps, Faucet: Crane 8-2323 Drain: Crane 8-2500 (b) Sidewalldamperters: Titus type L-277 with opposed blade, key op- (b Al'1 coats: boards, etc., as requested by Owner. erated,diving (1) Of the proper consistency and well brushed out so to show SH-1 Shower (c) Return Air Grille: Titus type CT-7006 with suxilliary flange 70QAF. the minimum of brush marks, except enamel which will be uni- Shower valve: Crane 8-?_36 3 formly flowed on. MECHANICAL SYSTEMS Drain: Jobam E300-A-Nikaloy Tap (14) Intent: (2) Thoroughly dry before the succeeding coat is applied. A. GENERAL: This section of the specification covers the complete mechanical S-1 Sink (a) It is the intent of the drawings and specifications to provide for services of this project, except as specifically notes elsewhere. the installation of a heating system which is safe, quiet, and eco- will (3) Allow at least 24 hours between coats unless special paint is Basin: Elkay LR-3322 nomi cal in operation and complete in all respects and which used that requires more or less time for drying. The General Conditions of the Architect's Specifications apply. Faucet: Elkay LK-231 provide a uniform temperature in other spaces as may be noted on is the design Strainer: Elkay LK-35 the drawings, when the outside temperature at outside (4) Painting coats as specified are intended to cover surfaces Execute this contract is strict accordance with the rules of the Disposal: General Electric temperature established be FHA for the locality. .: ` perfectly; if surfaces are not so covered, apply further coats. National Board of Fire Underwriters and any local, municipal or S-2 Sink (b) Al materials and equipment necessary to accomplish the intent fur- y' state regulation noverninn the installation of all work, . (5) Sand all woodwork lightly with fOQ sandpaper between all coats. nished and installed by the contractor. i b4. Satisfy all requirements of such codes and regulations at no addi- Basin Elkay LR-2522 (c) All Brushes: Clean and in good condition. tional cost to the Owner. Faucet: Elkay LK-231 (1.5) Bathroom Exhaust Fan: Strainer: Elkay LK-35 (d) Perform no work under conditions that are unsuitable for the pro- Obtain and pay for all permits and inspections required by such Disposal: General Electric (a) CA-90 room air circulator ductless bathroom fan as manufactured by duction of good results. codes, ordinances, laws and regulations. Rush -Hampton Industries, Orlando, Florida. (f) This contractor shall guarantee all work and materials provided for (e) All finishes: uniform as to sheen, color and texture. Allow no waste material or rubbish to accumulate in or about the this project, and shall service this equipment free of charge for D. ELECTRICAL: premises, and at completion of work, remove all rubbish, tools, the Owner for a period of one (1) year. (13) Samples: scaffolding, and surplus materials, from and about the building (1) Sca of lark: (a) a Before ordering materials, samples of each and every type finish and have all work thoroughly cleaned and ready for use.. C. HEATING AND AIRCONDITIONING: (a) Furnish all labor, material, equipment, and services necessary for And color shall be approved. Remove any dirt, grease, etc., on wall, floors, building structure (1) General Conditions and typical construction requirements: and reasonably incidental to properly complete all electrical work or fixtures and leave the premises in first class and clean con- as shown on drawings, and hereinafter specified, except work or (b) Samples shall be 4" x 8" and painted on wood when finish is to be on dition. (6) The applicable provisions of the general conditions, special condi- ; material specified as being furnished and performed by others. rood, and wall board when finish is to be on masonry, or wall tions and typical construction requirements govern the work of this board. (1) Dimensions: sivision. Capacity and brand name shall be as shown an the drawings. (b) The mechanical specifications described under separate division are complementary and are a part of this electrical specification.` (14) Protection: (a) Dimensions shown and locations of equipment q pment are based on general (2) Scope: (c) Install complete, in operative condition, the entire electrical sys-' information; the Contractor will check these with equipment he in- (a) Remove all electric plates, surface hardware, etc., before paint- tends to furnish. (a) The equipment and materials supplied and the work performed under tem as generally listed below: ing, protect and replace when completed. this section must be thoroughly correlated throughout with the work (2) Plans: of others. (1 ) Entrance (15) Touching u p� etc.: (2) General lighting electrical system (a) All drawings, pertaining to these divisions, are to be considered (b) Furnish all equipment, material, and labor necessary to install a 3) Air Conditioning and heating electrical system (a) Touch up all work as required upon completion and leave the work diagrammatic but are to be followed as closely as the construction complete and operating heating and ventilation system. (4) Stereo systems wiring and speakers in perfect condition. This touching up to be done after all me- ustments have been madechanics are through and after all ad .j of the building will permit. (c) Install equipment in accordance witt}the manufacturer's recommendations Telephone Conduit �5) 6) Wiring and connection on all thermostats_ (16) Cleaning• (b) Adjust work to conform to the building and existing conditions. and all governing codes and the best commercial practice. (d) Become thoroughly familar with all parts of the drawings and speci- (3) Framing: (3) I!ems not under this Subcontract: fications pertaining to electrical work. (a) All cloths and cotton waste which might constitute a fire hazard shall be placed in metal containers or destroyed at the end of (a) Furnish and install all supplementary materials necessary .for Items not included but which are related to its execution are as follows:: (2) Progress: each work day. Upon completion of the work, all staging, scaf- folding and containers shall be removed from the site. Paint spots, hanging equipment and pipes. (A) Painting (other than factory prime coats) of heating units. (a) Install all electrical work as fast as the progress of their trades oil or stains upon adjacent surfaces shall be removed. Unstick (4) Cutting and Patching: (Carpentry & Masonry Work) will permit. all doors and sash and the entire job left clean and acceptable to (b) Electric service. the Architect. (a) Provide sleeves for all openings; Perform any cutting and patching(3) Protection Equipment: as becomes necessary and install all work as scheduled as the work (4) Shop Drawings: (a) The electrical contractor shall be responsible at all times for all .. of the other trades will permit and require. j Submit det-ail and shop drawings necessary to supplement the contract work damaged by him in executing his contract. : SPECIALITIES (b) All equipment, parts, piping, etc., provided by the Contractor { drawings for equipment and installation. (b) Any work damaged shall be replaced and placed in perfect working con - shall be properly protected during shipment and erection and until A A. final acceptance by the Architect. (5j a and Installation: Materials n s dition without extra cost. (1) Furnish all materials, labor and equipment required to complete special- (5) Installation Precautions: {a) All materials: Manufacturer's standard, new equipment free from (4) Regulations and Codes: ities as indicated herein or shown on drawings. erects• (a) All electrical and plumbing rough -in work in floor must be completed, (a) All electrical work and materials: (2 ) Directories - Signs - Building Numbers: fine grading and screen work finished, before the above work is (h) Heating/Cooling units indicated on drawings. (1) Conforming to the latest stands of the National Electrical (a) Building numbers, signs, etc., shall be plastic letters mounted on checked. (c) Thermostat: Heating and cooling with sub -base combination. Code, State Building Code, and the Local Electrical Code. wooden sign boards a o s or applied directly to surface of building. (6) Specialized Services: (d) Ductwork and Re ister Collars: 24 ca. gals. sheet steel, Instal- (b) Materials: (b) All letter styles shall be approved by Architect prior to installation. (a) Furnish all specialized services of factory representatives or ser- Tat on in accorda,nce with N.T.P.A. Bui-90B and N.E.C. '� vicemen necessary to put the systems into operation without addi- 1) Listed by t,hr.dlnderwriter �, Laboratories, Inc. tional cost to the Owner. (6 ) Ductwork: D (2) Perform the f"(wr,tion a5 indicated on, the plans. (7) Instructions: Vinyl jacketed standard density 1" thick fiberglass ductwork type 90A. Sheet metal connectors shall be used for joining sections. ;c Shntjl,� ;p ans and code r.e�w{ , the code takespreference. (a) Submit bound copies of all instructions booklets and instructions With 2" glass fab tape. Metal turning vanes, sputter dampers, and Volume take off vanes shall be ided as shown. All fabrication shall (d) 4ln�����r , ��ar e no changes e,vr , ,n cases of conflict, without first to the Owner. pray be accomplished in a workmanlike manner, all bends and joints on duct sec- obtaining the aoproval of the Architect. h (8) Tests: t,ions shall be mitered, and ducts shall be installed true and level. (a) The entire systems shall be subject to a test as recommended and E. approved by the Architect. 12 t I,. .,_ t , , f AP S I i r S A 1 i € t i f I y� {j!t) 1 I 1 t 1 } z t (5) firing Methods: t (a) Keep the lighting and air conditioning systems on separate i circuits and do not cross wire in any manner. (b) Caution: Keep the -polarity of the different systems straight. (6) Materials: (a) All new and listed by the Underwriter's Laboratories, Inc. (b) Wire: (1) Copper, of the size and type of covering required by the load, thereon, plus a sufficient margin for normal overload. (2) Not smaller than No. 12, unless especially called for. (3) TypeIjW wire in all circuits except ceiling. (4) If and ds permitted by applicable code„ run wiring above ceiling exposed; loom covered or metdllic sheathed. (c) Service Conductor: (I) Copper (d) Branch Service Conductors (e) Branch breakers and disconnect switches: (1) Fully'enclosed in metal 0ox. (2) Operated by exterior handle. (3) Of capacity and rating for the computed connected load as shown on drawing. (4) Flush mount on wall, where shown. (5) Disconnect switches shall be non -fused type. (f) Wall Switches: (1) Silent type. (2) Of size and capacity to carry the imposed loads. (g) Wall Convenience Outlets: (1) Specification grade only. Arrow 5252. (2) Fixtures (a) Furnish and install all lighting fixtures under this contract. (b) Refer to Electrical Legend for Manufacturer, catalog, numbers, and mounting data. (h) Lamps- (1) Furnish and install in each fixture as per schedule. 0 i r 0 l i e 4 I v J A .t G u A i M R 1 rt