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HomeMy WebLinkAboutProject manual for the Orangery-1994 ORONOCi��r _ PROJECT MANUAL FOR THE NELSON ORANGERY 500 TONKAWA ROAD LONG LAKE, MN. 55356 TOM ELLISON ARCHITECTS, INC. 2724 West 43rd Street Minneapolis, MN 55410 PROJECT MANUAL FOR THE NELSON ORANGERY (9415.00) PART 1 - SPECIFICATIONS DIVISION 0- Contract Requirements DIVISION 1 - General Requirements DIVISION 2- Site Work DIVISION 3- Concrete DIVISION 4- Masonry DIVISION 5- Metals DIVISION 6- Wood DIVISION 7- Thermal and Moisture Protection DIVISION 8- Doors and Windows DIVISION 9- Finishes DIVISION 15- Mechanical DIVISION 16- Electrical PART 2 - SCHEDULES Room Finish Schedule PART 3 - DETAIL DRAWINGS PART 1 DIVISION 0— CONTRACT REQUIREMENTS Nelson Orangery 9415.00 October 3, 1994 1 00170. ALLOWANCES--MATERIALS A. The Contractor shall include in the base bid all the allowances stated below and elsewhere in these Documents. These allowances shall cover the cost to the Contractor of the materials delivered to the site. The Contractors cost for unloading and handling on the site, labor, installation,overhead and profit, and all other expenses contemplated for the original allowance shall be included in the base bid. (See AIA Doc. 201, General Conditions, Section 3.8). See individual sections for specific allowances.The Contractor shall list total areas, number of items,or other appropriate quantities along with the total allowance cost for each allowance. B. Provide allowances for the following materials: 1. Light fixtures: See Section 16500 for a detailed breakdown. 00700. REQUIRED CONTRACT A. The STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, AIA Document A111, as published by the American Institute of Architects, will form the basis of the contract. ' B. GENERAL CONDITIONS. 1. The AIA Document A201, 1987 edition, GENERAL CONDITIONS, are hereby made part of this Specification, except where its provisions are at variance herefrom, in which case this Specification will take precedence. Copies of A201 are available upon request. 2. SPECIAL NOTE: The contractor shall take special note of paragraph 5.3.1 of the General Conditions(A201) in relation to the General Contractor's relationship to all Subcontractors. C. SUPPLEMENTARY CONDITIONS: The following modify AIA DOCUMENT A201. 1. AMENDMENT OF ARTICLE 1 -CONTRACT DOCUMENTS (a) Omit the last sentence of Subparagraph 1.1.1 and add the following sentence: "The Contract Documents shall include the entire Division of the Specifications entitled DIVISION 0-BIDDING AND CONTRACT REQUIREMENTS." 2. AMENDMENT OF ARTICLE 3-CONTRACTOR (a) Add the following section: 3.19 LIEN WAIVERS. Immediately upon receipt of a Progress Payment by the Owner,the Contractor must submit signed lien waivers from the Contractor(only for that portion of work performed by their forces), all Subcontractors,and all major material suppliers covered in the Application for Payment. 3. AMENDMENT OF ARTICLE 4-ADMINISTRATION OF THE CONTRACT (a) 4.2.7: Change the second to the last sentence to read:The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect in writing,of any construction means, methods, techniques, sequences, or procedures. 4. AMENDMENT OF ARTICLE 5-PROGRESS PAYMENTSIRETAINAGE (a) 5.6.1: Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completed of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less a retainage of five percent (5%). (b) 5.6.2: Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site at for subsequent incorporation into the completed construction, less a retainage of five percent (5%)• 5. AMENDMENT OF ARTICLE 7-CHANGES IN THE WORK (a) Add the following section to 7.2.3: In order to facilitate checking of quotations for Change Orders, all proposals,except those so minor that their propriety can be readily deters fined,shall be accompanied by a complete itemization of costs PART I DIVISION 0— CONTRACT REQUIREMENTS Nelson Orangery 9415.00 October 3, 1994 2 including labor, materials, and Subcontracts. The Contractors overhead and profit shall be separately itemized. Separate itemization of Subcontracts, including separation of overhead and profit, are also required. (b) When a Change is a substitution for work that is specified,the Contractor shall list the original bid price of the work that is to be substituted as a deduction in the Change Order. 6. AMENDMENT OF ARTICLE 9- PAYMENTS AND COMPLETION (a) Add the following clauses to 9.3.2: APPLICATIONS FOR PAYMENT: *At least fourteen days before the date established for each progress payment, the Contractor will submit to the Architect an itemized Application for Payment for operations completed in accordance with the Schedule of Values." (b) Add the following clauses to 9.3.2: APPLICATIONS FOR PAYMENT: "Application for Payment must be submitted typwritten on AIA forms G702 and G703. Submit three copies." 7. AMENDMENT OF ARTICLE 10- PROTECTION OF PERSONS AND PROPERTY (a) Delete the following phrase from 10.1.2 :0...or in accordance with final determination by the Architect on which arbitration has not been demanded." 8. AMENDMENT OF ARTICLE 11 - INSURANCE AND BONDS (a) Add the following clause tol 1.3.1.4.1: The Contractor shall furnish one copy of the Certificate of Insurance(AIA Form G705)to the Owner and to the Architect. PART 1 DIVISION 1 - GENERAL REQUIREMENTS Nelson Orangery 9415.00 October 3, 1994 1 01020. CONSTRUCTION SCHEDULE A. Construction will begin on or about October 3,1994, and the date of substantial completion will be proposed by the contractor. B. The Contractor is responsible for the construction schedule as defined in the General Conditions of the Contract. This responsibility extends to securing all decisions that are required to complete the project. The Contractor shall notify the Owner and the Architect of the required schedule and deadline dates for all decisions. 01030. USE OF THE CONTRACT DOCUMENTS A. Field Conditions: The contractors shall take field mea fiUrements and verify field conditions and shall carefully compare such measurements and conditions with the Contract Documents and any Shop Drawings before commencing any work. Any error, inconsistency,or omission shall be reported to the Architect at once. No change in the Contract Sum will be allowed for minor differences between actual field conditions and the Contract Documents. B. Discrepancies: Should the Bidder find any discrepancies in and/or omissions from the Drawings and/or Specifications,or should he be in doubt as to their meaning, he shall at once notify the Architect. The Contractor shall in no case proceed with construction in the case of uncertainty. C. Information Location: Items called for in the Specifications but not shown on the Drawings, or items shown on the Drawings but not called for in the Specifications,shall be supplied and installed as 'rf shown in both documents. The Drawings and Specifications are not intended to be redundant to each other. The better quality or greater quantity of work shall be provided in accordance with the Architect's interpretation. D. Substitutions: At no time during the project may products be substituted for those specified without the written permission of the Architect. 01210 GOVERNING BUILDING CODES A. All building,fire, heating, ventilating,plumbing, and electrical codes of the State of Minnesota and local laws and ordinances of those authorities having jurisdiction over the location of the building site are hereby incorporated by reference into this Project Manual and shall become a part of the Contract Documents. The most recently adopted edition of the UBC Uniform Building Code is hereby declared to be part of these Specifications, and all work must conform to its requirements unless: I. Local codes and ordinances are more restrictive, in which rase the local codes or ordinances shall prevail. 2. The requirements of these Specifications are more stringent or restrictive, in which case these Specifications shall prevail. 01220. STANDARDS A. It is the intent of these Drawings and Specifications to require work to be of"good"and"custom" quality and to be in conformance with good trade practice and industry standards. JL All manufacturer's recommended procedures are hereby ed as re111irements unless otherwise sl2ecified or desjgnated on the Drawings_ 01300. SUBMITTALS A. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1. Submit all shop drawings,product data,and samples only after review by the General Contractor. 2. Submit shop drawings in the form of one reproducible set of drawings and one set of opaque reproductions. After Archilect/Engineer review of the submittal, revise and resubmit as required, identifying changes made since previous submittal. PART 1 DIVISION 1 - GENERAL REQUIREMENTS Nelson Orangery 9415.00 October 3, 1994 2 3. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply with provisions. B. SUBMITTALS REQUIRED BY THE GENERAL CONDITIONS. 1. All required submittals shall be submitted within ten (10)days of the execution of the Owner/Contractor Agreement. C. SCHEDULE OF VALUES 1. Submit a Schedule of Values to the Architect within seven (7)days of the bid acceptance. The Schedule of Values shall break down portions of the Work that have a value of 15% or more of the total. D. SUBCONTRACTORS and SUPPLIERS LIST 1. Submit this list within seven(7)days of the bid acceptance. 2. This list shall be a complete list of all Subcontractors and major suppliers and shall include their telephone numbers and mailing addresses. E. WARRANTIES, OPERATION MANUALS AND.MAINTENANCE SCHEDULES 1. The Contractor shall submit to the Architect upon substantial completion copies of warranties for materials and work that are contained in the Work,operation manuals and maintenance schedules for equipment and appliances that are installed in the Work, and a list of relevant Subcontractors. 01410. FIELD OBSERVATIONS A. The Contractor shall notify the Architect for field observations at the following times: 1. After the footings are formed but before they are poured. 2. During all soil compaction procedures. 3. Just before the concrete floor slab is to be poured. 4. After rough framing is complete. S. After plumbing, electrical, and mechanical rough-in work is completed. 6. After the vapor barrier is complete but before installation of gypsum wallboard. 7. At substantial completion. 01510. PROJECT CLEAN UP A. PROJECT CLEAN UP DURING CONSTRUCTION 1. The Contractor will provide daily on-site cleanup and will provide for the removal of all construction debris. 2. Subcontractors are to remove their construction debris as their work progresses. They must leave their portion of the job broom-clean at finish of their work(broom sweep each day). B. FINAL CLEANUP 1. The Contractor shall wash all new windows, inside and out, at the completion of the job. C. PROJECT CLEAN UP AFTER SUBSTANTIAL COMPLETION 1. Once the project has been completed and occupied by the Owner,the Contractor and Subcontractors are responsible for protecting and covering where necessary all furnishings, artwork, and other belongings of the Owner in areas where additional or corrective work is being performed. 2. The Contractor and Subcontractors are to thoroughly clean up those areas affected by debris and dust resulting from any additional or corrective work. 01600. SPECIAL REMODELING REQUIREMENTS A. INTERIOR 1. The Contractor shall erect and maintain dust-proof barriers between remodeled areas and the adjoining spaces throughout the course of the Work. (These barriers must be insulated as required in the winter months.) SART 1 DIVISION 1 REQUIREMENTS 1UIREMENTS Nelson Orangery 9415.00 October 3, 1994 3 2. The Contractor will protect the existing house from all damage resulting from the Work including, but not limited to,plaster cracking,water damage, etc. and shall repair or reimburse the Owner, at the Owner's option,for all damage. 3. The General Contractor is responsible for verifying and relocating all existing utility lines (electrical,plumbing,HVAC) in existing walls that are to be removed or relocated as a result of the remodeling,whether or not they are indicated in the Contract Documents. 4. The Contractor shall be responsible for correcting deviations from level, plumb, and straightness in the existing framing in all areas where a new wall finish material is being installed over existing framing(such as gypsum wallboard) and where this deviation is visually apparent after the construction is complete. This is especially critical where new cabinets,counters, miscellaneous millwork,tile,stone, and other finsh materials abut the existing construction. S. The Contractor shall not be responsible for correcting major deviations of the floors,walls, or ceilings that are out of level or plumb that are not readily apparent during the bidding inspection of the Contractor and that are not specifically called out in the Drawings. (a) In areas of major demolition the Contractor shall take measurements to verify that the structure is level,plumb, and straight. (b) The Contractor shall notify the Architect of the existence of deviations so that possible corrective actions may be taken prior to covering the Work. B. EXTERIOR 1. The Contractor shall submit to the Architect for approval a plan called the Designated Construction Area showing areas of the existing property which will be required for materials storage and construction operations. The Contractor is to erect a fence completely around this designated area. (a) Inside the Designated Construction Area: (1) The Contractor shall repair, replace,or reimburse the Owner,at the Owner's option,for all damage to any part of the this area including,but not limited to,paving,walks,decks,sod,or shrubs. Landscape materials to be replaced shall be with the appropriate material and size available for purchase. (b) Outside the Designated Construction Area: (1) The Contractor shall repair, replace,or reimburse the Owner,at the Owner's option,for all damage to all landscaping outside the designated Construction area. Reimbursements shall be in amounts equal to the estimated mature value of these landscaping items. (2) The Contractor shall repair, replace,or reimburse the Owner,at the Owner's option,for all damage to any part of this area including, but not limited to, paving,walks,decks, buildings, etc. 01700. SITE UTILITIES A. The energy and use charges for all utilities that are extended from the Owner's existing services shall be paid by the Owner. This includes gas, electricity, and telephone service. B. All special purpose utilities required shall be installed and paid for by the Contractor. C. The contractor shall provide an on-site phone for the duration of the construction project. PART 1 DIVISION 1 - GENERAL REQUIREMENTS Nelson Orangery 9415.00 October 3, 1994 4 01900. ABBREVIATIONS A.B. Anchor Bolt Mech. Mechanical A.F.F. Above finish floor M.E.D. Match existing dimension Alum. Aluminum M.E.E. Match existing elevation A.P. Access Panel M.E.M. Match existing material Ass'y. Assembly M.E.P. Match existing profile @ At Met. Metal Bd. Board Mfg. Manufacturer Bm. Beam Mfg-d. Manufactured Blk. Black Min. Minimum Blk'g. Blocking Misc. Miscellaneous Bldg. Building M.L. Micro-Lam beam Btwn. Between M.O. Masonry Opening C.O. Clean Out N.I.C. Not in contract Col. Column N.T.S. Not to scale CL Center Line Opn'g. Opening Conc. Concrete O.D. Outside diameter C.Jt. Control Joint O.C. On center C.T. Ceramic Tile PI. Lam. Plastic Laminate C.M.U. Concrete Masonry Unit PL Plate Const. Construction Plyw'd Plywood Cont. Continuous Prefin. Pref inished Dim. Dimension PSF Pounds per Square Foot Dr. Door P.T. Pressure Treated with Ds. Downspout Preservative Det. Detail Reinf. Reinforcing O Diameter Req'd. Required EI./Elev. Elevation S Switch Elect. Electrical Sim. Similar _ Approximately equal to Sht. Sheet Eq. or E. Equal to Specs. Specifications Exist. Exiting S.F. Square Foot Exh. Exhaust Struct. Structural F.D. Floor Drain T&G Tongue&Groove Fdn. (Fnd.) Foundation Grade Typ. Typical Pressure Treated Vert. Vertical Fir. Floor V.B. Vapor Barrier Ftg. Footing V.G. Vertical Grain Ga. Gauge W.C. Water Closet Gyp. Bd. Gypsum Wall Board W/ With Hdwd. Hardwood Wdw• Window Hdwr. Hardware W.W.F. Welded Wire Fabric Hor. Horizontal or Mesh I.D. Inside Diameter Ins. Insulation PART 1 DIVISION 2 - SITE WORK Nelson Orangery 9415.00 1 October 3, 1994 02010. SOIL TESTS A. Soil bearing capacity assumed to be 2000 PSF. Architect to br notifiied of probable poor soils with a bearing capacity of less than 2000 PSF. B. Soil tests results will be available at the office of the Architect. 02050. DEMOLITION A. EXECUTION 1. The Contractor shall demolish all items indicated on the Drawings. The Contractor shall remove all debris from the site and leave the area raked clean. 2. The demolition contractor shall verify locations of all major utilities and ensure that the lines may be reused if required. 3. Prior to demolition,the Contractor shall take the necessary steps to provide thorough protection for the portions of the work to remain, as indicated on the Drawings,from damage during demolition. 4. The Contractor shall provide protection of adjacent properties during construction. 5. The Contractor shall provide weatherproof enclosures for all exterior openings during demolition. 6. The Contractor shall verify the locations of all bearing walls and structural members prior to demolition. The Architect shall be notified immediately if any discrepancies are found to exist between actual conditions and the Drawings concerning the location of the aforementioned building components. 7. Demolish in an orderly and careful manner. Protect the existing foundation, supporting structural members, and walls scheduled to remain. 8. Do not bum or bury materials on the site. 9. Remove demolished materials from the site as work progresses. Upon completion of daily work, leave area of work in dean condition. 10. Salvage Value: All items that are indicated to be removed as a part of the demolition and not to be reused, but determined to be of value(including, but not limited to, doors, windows,cabinets, plumbing fixtures, and light fixtures) shall be retained by the Owner at the Owner's option. The Contractor is to verify the disposal of such items with the Owner prior to demolition. 11. See Section 00120 - "Special Protection of Existing Structure and Landscaping." 02100. SITE PREPARATION A. Remove completely all trees, shrubs, and brush, including roots occurring under buildings, areas to be paved, and areas required tot excavation only. (Remove no other trees or shrubs without the Architect's approval.) 1. All large limbs(3 inches and larger) and trunks of trees shall be cut into ten-foot maximum lengths, stacked and stored for the Owner's use. 2. There shall be no stockpiling of earth materials,changing of existing grade,or driving of vehicles of any kind within the dripline of the trees shown on the site plan and all trees marked with a surveyor's ribbon. B. The Contractor shall strip and remove all turf,topsoil,and soil required by the Contract Documents and store the topsoil separately on the site(location to be approved by the Owner)for replacement under landcaped areas. (See Section 02300. LANDSCAPING) 02200. EARTHWORK A. EXCAVATION 1. Verify with all detail drawings the required subgrades for excavation. 2. The completed excavation shall provide temporary drainage for all excavated areas. 3. See Subsection 02100. A. 2. i PART 1 DIVISION 2 - SITE WORK Nelson Orangery 9415.00 October 3, 1994 2 B. FILL AND COMPOSITION 1. MATERIALS (a) All fill shall be earth free of debris,cinders,combustibles,frost, ice, roots, sod, wood, cellulose, and organic materials. (No construction debris will be allowed In the filled areas.) If additional fill is required beyond the site-excavated materials,the Owner shall pay for the cost of bringing the new material to the site(all underslab and underpaving granular materials shall be supplied by the Contractor). The Contractor shall be responsible for placing and grading the material as required by this Specification. (b) All fill,where required to raise subgrades under buildings, concrete slabs supported by grade,and bituminous paving, shall consist of clean,well-graded, granular material free of organic material,debris,cinders,frost,and ice. Material shall be capable of being compacted as specified elsewhere herein. 2. EXECUTION (a) Do not place fill in water,on muddy,frozen,or frosty areas,or over debris,wood, snow,or foreign material. See compaction requirements below. C. COMPACTION: Soils designated on the Drawings to be compacted and those listed below shall be placed in layers. These layers shall not exceed the depth required to achieve the densities specified below for the complete depth of the fill. 1. Fill and backfill under concrete walks,concrete driveways,slabs on grade, and all areas within the area of the building shall be compacted to rat less than 95 per cent Modified Proctor Density. 2. Other fill and backfill designated to be compacted on the Drawings shall be compacted to not less than 90 percent Modified Proctor Density. 3. Fill or backfill around items of Mechanical, Pkimbing,or Electrical work,utility lines, and retaining walls shall be compacted as specified above for the condition indicated. The compaction of items listed in this paragraph is to be performed by the trade installing the construction involved. 4. The Owner will have a Soils Testing Company test all fill areas for compaction. The Owner will bear the costs for these tests. D. ROUGH GRADING 1. The Contractor is responsible for verifying all required subgrade levels for the top of the rough grading. 02300. LANDSCAPING A. All work shall be coordinated with Landscape Architect-Dale A. Gustafson(544-4215). B. FINISH GRADING and SODDING 1. The Contractor shall place and finish grade a minimum of C (after compaction)of topsoil over all areas where the topsoil has been removed. If there is not sufficient topsoil available from the site stockpile the Owner shall pay for the cost of bringing additional topsoil to the site. The Contractor shall be responsible for the costs of placing and finish grading of this material. 2. All turf areas of the property that are disturbed by the Work shall be resodded or repaired as required by Section 01700. B. C. MATERIALS 1. New topsoil shall be pulverized organic loam black dirt with one-third sand mixed in. Topsoil shall be free of lumps, sticks,plants, roots, stones, and construction debris. 02400. DRAINAGE A. MATERIALS 1. Roof drain shall be proposed by the contractor. PART 1 DIVISION 2 - SITE WORK Nelson Orangery 9415.00 October 3, 1994 3 2. Drainpipe schedule 40 PVC. Size shall be proposed by contractor. B. EXECUTION 1. Roof drain and existing downspout to be connected to interior drain pipe. Drain pipe shall be connected to existing surface drain. Verily capacity and outfall location of existing surface drain.See drawings for locations. 2. Rough grade shall slope away from foundations at a rate of 5%or 6"in 10'-0". 02514. BRICK PAVING A. STANDARDS 1. All work and materials shall conform to the recommended practices of the Brick Institute of America. B. MATERIALS 1. Brick Pavers: To be match brick pavers at front of house (Belden 650). Brick shall conform to ASTM C902, Class SX,Type 1. 2. M4rta[: Type M,color to be approved by the Architect. 3. E6=: concrete slab. 4. G=: Same mix as mortar,less the hydrated lime. 5. Expansion Joints: Preformed, Type S, dosed-cell neoprene. C. EXECUTION 1. Install brick pavers in a herringbone pattern,on a full mortar setting bed. (See Drawings for locations.) 2. Install expansion joints in the following areas: Parallel or adjacent to curbs or edging, at 90 degree turns,around interruptions,or at the junction of dissimilar materials. 3. Mortar joints shall have same width as brick pavers at front of house. Tool joints with a concave jointer when mortar becomes thumbprint hard. PART 1 DIVISION 3- CONCRETE Nelson Orangery 9415.00 October 3, 1994 1 03300. CAST-IN-PLACE CONCRETE A. STANDARDS 1. Concrete work shall conform to all requirements of ACI 301-72(Revised 1975), "Specifications for Structural Concrete for Buildings,"except as modified by the Supplemental Requirements below. 2. Place all reinforcing according to"Manual of Standard Practice for Detailing Concrete Structures." B. SUPPLEMENTAL REQUIREMENTS TO ACI 301-72. CHAPTER 3-PROPORTIONING 3.2 :Unless otherwise indicated on the Drawings,the strength of the concrete shall be 4000 psi air entrained. 3.8.2.2 :Method 2 will be allowed. CHAPTER 4-FORMWORK 4.4.1 Add the following: Formwork must be used at all footings which receive a mortar cove. CHAPTERS-REINFORCEMENT 5.2.2 Add the following: Strength of reinforcing steel, unless otherwise noted on the Drawings or specified herein, shall be 60,000 psi yield point, intermediate grade ASTM A615 Grade 60. 5.2.6 :Add the following: Unless otherwise noted on the Drawings, provide 6 x 6-W1.4 x W1.4 welded wire fabric in all slabs. CHAPTER 11 -SLABS 11.2.1 :All slabs on grade shall have a granular fill base of at least 4 inches of compacted depth(unless otherwise shown). Granular fill shall consist of sand,clean crushed stone,or gravel,ASTM C33-78, Size 67 compacted by vibrating or rolling. 11.2.1.1 :Fumish and install a 6 mil polyethylene vapor barrier under all interior slabs. Lap all joints a minimum of 6 inches and tum the vapor barrier up at all slab edges above the too of the slab 6 inches. 11.7.3 All interior slabs shall be a Class A Steel Troweled Finish except as noted in 11.7.1. 11.7.4 Add the following: All exterior slabs shall have an exposed aggregate finish to match existing. A. MATERIALS 1. Anchor Bolts: (a) See Division 4- MASONRY Section 3.2.3 under Section 04210. 2. Non-Shrink Grout (for steel column bases and underpinning): Premixed compound with non-metallic aggregate,cement,water reducing and plasticizing agents;capable of a minimum compressive strength of 11,000 psi in 28 days;manufactured by U.S. Grout Corporation or Euclid N-S Grout;or 1 part Portland cement and 2 parts sand by volume. 3. Clear Sealer(interior and exterior concrete slabs): ASTM C309,Type 1,clear;type W.R. Meadows CS309, Sonnebom Kur-N-Seal,W.R.Grace Horn Clear,Sead, Brock-White Crete Supply Clear-Cote or Euclid Rez-Seal. B. EXECUTION 1. Provide sand cushion, rigid insulation,vapor barrier and in-slab heating tubes as shown on the drawings. 2. All reinforcing shall be as shown on the Drawings. PART 1 DIVISION 3- CONCRETE Nelson Orangery 9415.00 October 3, 1994 2 3. Minimum concrete cover over all reinforcing shall be as follows: (a) Footings-3 inch clear on bottom and sides. (b) Slabs on grade-1 inch. 4. Lap continuous rebar at all splices a minimum of 24 inches. 5. The"step footings,"as shown on the Drawings, represent the maximum allowable step sizes. Smaller steps must be used if the soil conditions are not adequate for the footings shown. PART f DIVISION 4- MASONRY Nelson Orangery 9415.00 October 3, 1994 1 04200. CONCRETE UNIT MASONRY A. STANDARDS 1. Concrete masonry construction shall conform to all requirements of "Specification for Concrete Masonry Construction (ACI 531.1-76),"published by the American Concrete Institute, Detroit, MI, except as modified by the supplemental requirements below. 2. Concrete masonry construction shall conform to all requirements of"Recommended Practices and Guide Specifications of Cold Weather Masonry Construction"published by the International Masonry Industry All-Weather Council. (The following table is an excerpt; see the complete document for all of the requirements.) Work Day Temp, Construction Requirement Protection Rea. (a) Above 40 F Normal masonry procedure Cover walls with plastic or canvas at end of the work day to prevent water from entering the masonry. (b) 40 F to_32 F Heat mixing water to produce Cover walls and materials mortar temperatures between to prevent wetting and 40 F and 120 F freezing. Covers should be plastic or canvas. (c) 32 F to 25 F Heat mixing water and sand to With wind velocities over produce mortar temperatures 15 mph provide between 40 F and 120 F windbreaks during the work day and cover walls and materials at the end of the work day to prevent wetting and freezing. (d) 25 F to 20 F Mortar on boards should be Maintain masonry above maintained above 40 F freezing for 16 hours using auxiliary heat or insulating blankets. (e) 20 F to 0 F Heat mixing water and sand to Provide enclosures and produce mortar temperatures supply sufficient heat to between 40 F and120 F maintain enclosure above 32 F for 24 hours. B. REQUIREMENTS OF OTHER SECTIONS 1. See Division 7 and the Drawings for any dampproofing required at concrete block retaining walls. C. SUPPLEMENTAL REQUIREMENTS TO ACI 531.1-76: SECTION 2 - MASONRY PART 2.2- PRODUCTS 2.2.1.2 Hollow bad-bearing concrete masonry units must conform to ASTM C90. PART 1 DIVISION 4 - MASONRY Nelson Orangery 9415.00 October 3, 1994 2 2.2.1.3 All segments of concrete masonry wails which are to be reinforced with vertical steel reinforcing bars and grouted shall be consbWed of"open core"blocks. Examples of these blocks are No.801, No. 1201, and No. 1601 for 8", 12", and 16"respectively, as manufactured by Shiely Masonry Products Company or equal blocks. 2.3.2.1 Mortar to conform to ASTM C476 requirements(Type PL or PM required). PART 2.3-EXECUTION 2.3.1.5 Fm 3000 psi block prism strength. SECTION 3 - REINFORCEMENT & ACCESSORIES PART 3.2- PRODUCTS 3.2.1 All reinforcing bars shall conform to ASTM Grade 60, Fy-60,000 psi. 3.2.2 Horizontally reinforce all masonry walls with galvanized truss-type Durowall placed every third course. 3.2.3 Anchor bolts shall be 1/2 inch diameter steel bolts embedded at least 7 inches into concrete or reinforced masonry, or 15 inches into unreinforced grouted masonry, spaced no more than 4 feet apart. There shall be a minimum of 2 bolts per sill plate, with one bolt located within 12 inches of each end of each piece. PART 3.3- EXECUTION 3.3.2.7 All reinforcing shall be in place prior to grouting. Vertical bars shall be held in position at the top and at the bottom and in intervals not farther apart than 192 bar diameters. 04300. VENEER BRICK A. STANDARDS 1. All work and materials shall conform to the recommended practices of the Brick Institute of America for brick veneer construction. B. MATERIALS 1. Face Brick: To match existing(Chicago Common). 2. Mortar: To be Portland Cement Lime Mortar Type S,color to be approved by the Architect. 3. Membrane Flashing: To be"Wascoseal Type 20"(Wasco Products);"Nervastral HD 20" (Rubber and Plastics Compound Co.);or 20 mil"BFG Vinyl Water Barrier"(the B.F. Goodrich General Products Company). 4. Corrugated Metal Ties: Galvanized steel, minimum 7/8"wide,22 gauge and 7"long. 5. Expansion Joints: Use preformed 'pint fillers, expanded closed cell neoprene, Type S. C. EXECUTION 1. Lay brick masonry units with mortar of the types and strengths specified and as noted on the Drawings. Install each masonry unit with full mortar coverage on all adjoining ends, backs, and bearing surfaces as required to provide completely solid bed joints, head joints, and collar joints. Mortar shall not be slushed into joints between units after laying. Keep all voids clean and unobstructed of mortar or debris, induclng ungrouted masonry cavities, expansion joints,control joints,chases, and smear spaces. 2. Lay face brick units in a running bond with running stretchers in straight level courses, all vertical joints staggered, and cross-bonded at all comers,unless otherwise specifically PART 1 DIVISION 4 - MASONRY Nelson Orangery 9415.00 October 3, 1994 3 indicated on the Drawings. Provide special trim coursing where shown on the Drawings. 3. Mortar Joints: Lay all brick masonry units as unifomrdy as possible with solid mortar pints of width to match-existing. While setting mortar is still damp,compact firmly as required. Strike off pints to provide a joint to match existing. 4. Install brick ties at a maximum of 24"O.C.so that there is(1)tie for every 2 213 sq.ft.of wall area. Install weep holes at 24"O.C. maximum and maintain them and all of the cavity above the flashing free from mortar droppings and debris. S. All brick work must be protected from rain during construction. Cover the work at the close of each day. 6. Fabricate a 4 ft.x 4 ft.test panel showing brick patterns,color mixes,and mortar colors and joint treatments for the Owner's approval. 04400. CUT STONE A. STANDARDS 1. Install all stone according to the recommendations of the Marble Institute of America. B. MATERIALS 1. Stone: 1"thick to match existing stone caps(New York Bluestone). 2. Mortar: To be Portland Cement Lime Mortar Type S,color to be approved by the Architect. PART 1 DIVISION 5- METALS Nelson Orangery 9415.00 October 3, 1994 1 05120. STRUCTURAL STEEL A. STANDARDS 1. All structural steel work shall conform to the American Institute of Steel Construction (AISC) "Specification for the Design, Fabrication and Erection of the Structural Steel for Buildings,"latest edition, and the American Welding Society(AWS) D1.1 "Structural Welding Code," latest edition. . B. MATERIALS 1. Structural steel shall conform to ASTM--A36, latest revision. 2. Steel tubing shall conform to ASTM—A500, latest revision. 3. Bolts shall conform to ASTM—A325, latest revision. All bolts to be 3/4"diameter unless otherwise specified. 4. Clean all materials thoroughly and shop-apply one coat of Rust-Oleum#769 Primer or approved equal S. Non-Shrink Grout: See Section 3300,Article C, Item 2. C. EXECUTION 1. Make provision for enaction bads and for sufficient temporary bracing to maintain that the structure is safe, plumb, and in true alignment until completion of erection and installation of permanent bracing. 2. Do not field cwt or after structural members without approval of the Architect/Engineer. 3. After erection,prime all welds, abrasions,and any surfaces not shop-primed, except for surfaces to be in contact with concrete;use primer compatible with the shop coat. 4. Furnish complete Shop Drawings for all work, according to provisions in Section 00160. PART 1 DIVISION 6- WOOD Nelson Orangery 9415.00 October 3, 1994 1 06100. ROUGH CARPENTRY A. STANDARDS B. MATERIALS 1. LIDS[: All lumber must be grade-stamped by an agency certified by the Board of Review of the American Lumber Standards Committee and manufactured in accordance with product Standard 20-70, as published by the Department of Commerce. (a) Moisture Content: The moisture content of rough construction lumber, 2"or less in thickness, shall be 19%or less at the time of installation and shall be stamped "S-Dry." (b) pressure-Treated: All lumber designated as"Pressure-Treated"on the Drawings and all lumber that comes in direct contact with masonry or concrete shall be pressure-treated with a preservative to protect against wood decay. These materials shall be certified by the preservative treater as complying with the treating, drying, retention, and penetration requirements of the American Wood Preservers Bureau's AWPB-FDN standard and shall be appropriately marked attesting to such compliance. (1) All pressure-treated materials cut in the field must be field-treated until the wood absorbs no more preservative. (Treat with the same preservative used in original treatment.) (c) Grades: All wood except premanufactured trusses and laminated veneer lumber beams shall have the following minimum properties as per the most recently adopted UBC edition. (1986 edition listed, revise when 94 is adopted): (1) Studs, plates, blocking. etc.: (An example that meets the specrf'ications below is Hem-fir(north)#2 and better) Fb - 1100 psi (rep) E = 1,400,000 Fc-- = 370 psi Fv = 75 psi (2) Joists. rafters. beams, and headers (unless stated otherwise on the Drawings) (An example that meets the specifications below is Douglas Fir-Larch#2 and better) Fb = 1450 psi(rep) E = 1,700,000 Fc - 1050 psi . Fv - 95 psi 2. Laminated Veneer Lumber Beams: To be Micro-Lam as manufactured by Trus Joist Corporation or approved equal. (a) The supplier of laminated veneer lumber beams is to design and provide metal connectors for all structural beam connections. Connections for applicable loading conditions shall be designed by a professional structural engineer. (b) Provide Shop Drawings for all beams and metal connectors for these beams according to Section 00160. 3. Structural Connectors:The Contractor is solely responsible for providing structural metal connectors for all wood framing connections that are designated on the Drawings and as noted below: (a) All connections that are shown on the Drawings with a load In Kips. j The Contractor is solely responsible for ensuring that these connections are designed by a registered structural engineer, using the loading shown on the Architect's Drawings. This requirement includes beam to beam,post to beam, truss to beam,and truss to truss connections,as well as all other areas that require metal connectors to carry any part of stnxlural bads. (b) All miscellaneous metal connectors such as joist hangers,straps,post connectors, etc. PART 1 DIVISION 6- WOOD Nelson Orangery 9415.00 October 3, 1994 2 4. Rough Hardware and Fasteners: Hardware shall be of commercial quality of type and sizes required to suit conditions or as designated on the Drawings. (a) All nails,screws, and hardware exposed to the we shall be double hot-dipped galvanized,zinc coated,or stainless steel. All fascia,trim, siding, and exterior boards are to be nailed with ringshank type"Stormguard"nails manufactured by W.H. Maze Company. (NOTE: Use"Split-less"nails for boards, trim,and fascia.) (b) All joist hangers, angles,brackets, and connections are to be manufactured by Simpson Strong Tie Company or equal approved by Architect. All connectors shall be located as shown on the Drawings, installed according to the manufacturer's recommendations to yield maximum pint strength,and shall conform to ASTM 1 S26, latest revision. (c) All concrete anchors shall be by the Rawlplug Company, 200 Petersville Road, New Rochelle, New York 10802 (912) 235-6300. Use"Rawl-Stud"anchors. 5. Structural Glue: All gluing of structural members shall be done with 3M#5230, strictly according to the manufacturer's recommendations. 6. Exterior Wall Sheathing: Sheathing shall be 1/2 inch APA-CDX plywood. Plywood shall be nailed at 6 inches on center along panel edges and at 12 inches on center along intermediate supports with 8d common nails. 7. Flat Roof Sheathing: Sheathing shall be3/4 inch thick APAA Sturdi-Floor Int/Ext 48/24 with exterior glue. Nail with 8d Ring Shark nails at 6"on center along panel edges and at 10" along intermediate supports. Glue all sheathing continuously along all supports. 8. Sill Seal: Sealant shall be Dow"Ethafoam"sill sealer. Install between all plates and wood studs in contact with masonry or concrete. 9. Interior Walls: Framing shall be constructed of 2 x 4 wood studs at 16 inches on center, unless noted otherwise. C. EXECUTION 1. All lumber and woodwork must be covered, protected, properly ventilated, supported above ground on level runners, and prevented from warping. 2. Install wood blocking(2 x 6 minimum size)at stud walls for the support of cabinets,toilet accessories, equipment, shelving, etc. and also where specifically shown on the Drawings. 3. Install wood blocking as shown on the Drawings and as follows: (a) Install all other blocking required for gypsum wallboard(minimum 16 inches on center) interior wall support and all other locations as necessary for secure and sound construction. (b) Install all solid wood fire blocking required by code. 4. All framing shall be coordinated with the location of plumbing pipes, heating ducts, and electrical wiring to avoid cutting structural members. The cutting of structural members may, in some cases,be approved only with prior approval of the Architect. 5. Install roof sheathing plywood with the long dimension perpendicular to the supports and with the end joints staggered 4'-0". 6. The Contractor is responsible for the correction of minor deviations in the existing framing by furring and shimming so that all finish materials are plumb,straight, and level. PART 1 DIVISION 6- WOOD Nelson Orangery 9415.00 October 3, 1994 3 06200. FINISH CARPENTRY A. MATERIALS See drawings for profiles and sizes. 1. Exterior Trim and Miscellaneous Woodwork: (unless Indicated on drawings) (a) CompgIIent Material Trellis beams "D"&better western red cedar Trellis rafters "D"&better western red cedar Trellis cross members dear ail-heart redwood Wood posts (flanking doors) "D"&better western red cedar Frame(below windows) dear all-heart redwood Flat Panels(below windows) 1/2" MDO plywood 2. Interior Trim: (a) Component JMaterial Base(at Hal and Entry) Hardwood w/profile to match existing-paint Door Casing(at cased opening) Hardwood w/profile to match existing-paint Base(at Orangery) Hardwood w/profile as on drawings-paint Window and Door Casing Rough sawn fir or cedar to match existing Window sill Hardwood w/profile as on drawings-paint Wood frames(below windows) Hardwood w/profile as on drawings-paint Flat Panels(below windows) 1/2" MDO plywood Wood soffits and facias Rough sawn fir or cedar to match existing Wood ceiling Tongue and groove rough sawn fir or cedar to match existing B. EXECUTION (This section applies to all finish carpentry.) 1. All wood must be kept clean,covered, properly ventilated, and supported above ground on level supports and prevented from warping. 2. When possible, nailing shall be done in concealed places and all nails in exposed work shall be set. 3. All tongue and groove boards shall be blind-nailed unless otherwise noted. 4. NO POWER NAILERS are to be used on finished work unless the surfaces are to be painted or stained and all nails have been properly set,filled, and sanded smooth. 5. Set and secure materials and components in place, plumb and level. 6. Verily that mechanical, electrical,and building items affecting this Section are placed and ready to receive this work. 7. Prime and paint surfaces of items or assemblies that will be in contact with cementitious materials. PART 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Nelson Orangery 9415.00 October 3, 1994 1 07100. DAMPPROOFING A. PREPARATION 1. Concrete and reinforced and unreinforced concrete block surfaces must be cured a minimum of 7 days prior to application of membrane dampproofing(or until dry). 2. All vertical walls,concrete coves, and footings must be properly prepared for dampproofing by removing all fins, ridges, particles, and sharp edges. Clean surfaces with high pressure air,or when no compressed air is available,sweep clean with brooms. This includes the use of grinding tools to smooth off rough edges where required. B. MATERIALS 1. Troweled on Hydrocide mastic coating- 1 coat. 2. 6 mi polyethylene sheet. C. EXECUTION 1. Exterior face of foundation wall to recieve dampproofing. 07150. VAPOR BARRIER A. MATERIALS 1. Vapor Barrier: 6 mil polyethylene sheets. 2. Seam Tape: "3M"No. 8086(polypropylene with permanent acrylic adhesive). 3. Alternate Seam Sealing: The Contractor may seal seams by caulking continuously with Tremco Acoustical Sealant. 4. Silicone Caulking: Caulking shall be G.E."Silprur weatherproofing sealant. B. EXECUTION 1. AN seams must occur over framing members and be sealed continuously with vapor barrier tape. All edges must be sealed. 2. Lap vapor barriers with strips of vapor barrier installed during framing and seal tightly. 3. All penetrations through the vapor barrier such as ducts,vents, plumbing pipes, and electrical wires must be carefully sealed and caulked continuously with acoustical sealant ("Tremco Acoustical Sealant"or equal)or taped with seam tape. 4. Use silicone caulking to seal metal to metal pints between metal flues and flue collars. See Standard Details. 5. All electrical boxes in exterior insulated walls are to be installed within a Lessco Air-vapor Barrier Box,distributed by Shelter Supply, Inc.8544266. Seal all penetrations into the Air-vapor Barrier Box with acoustical sealant ("Tremoo Acoustical Sealant"or equal).The vapor barrier is to be sealed to the flanges of the box with seam tape. 6. All tears and punctures of all sizes must be patched and sealed. 7. Vapor barrier is to be sealed to the frames of all windows and doors with acoustical sealant. 07190. BUILDING SHEATHING PAPER A. STANDARDS 1. All building paper installed on exterior surfaces shall conform to ASTM D-226 or F.S. HH-F191 A. B. MATERIALS 1. Building paper: Shall be"Tyvek"as manufactured by DuPont Company. 2. Seam Tape: "3M"No. 8086(polypropylene with permanent acrylic adhesive). 3. Ice dam protection material: Bituthene Ice and Water Shield as manufactured by W.R. Grace Co. Install as indicated on the drawings and according to the manufacturers specifications. C. EXECUTION 1. Building sheathing paper is to wrap over the flashing at the heads of all windows and behind at the sides of all windows. See Standard Details. 2. Use seam tape to seal laps of building paper. PART 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Nelson Orangery 9415.00 October 3, 1994 2 07210. INSULATION A. MATERIALS 1. Batt Insulation: Shall be Owens/Coming High-Performance Thermal Batt Insulation in sizes as shown on the drawings. 2. Below-Grade Rigid Insulation: Shall be Dow SM brand styrofoam in sizes shown on the drawings. 3. Above-Grade Rigid Insulation: Shall be"THERMAX"foil-faced polyurethane by Celotex in sizes as shown on the drawings. 4. Foam Sealant: Hilti CB 120 filler foam(available through Shelter Supply, Inc.854-4266) shall be used in all spaces between exterior window frames,door frames and framing,and other similar small gaps in framing. B. EXECUTION 1. Carefully fit insulation between framing members such as joists and studs and behind electrical receptacles and piping to form a completely insulated area. 2. Insulation with stapling flanges: Fit insulation between the studs with the stapling flanges stapled to either the face or side of the stud every 8 to12 inches to prevent gaps or "fishmouthing"of the vapor barrier. 3. Below-Grade Rigid Insulation: (a) Install insulation from the footing upwards. Adhere insulation to clean surfaces with its long edges horizontal, all edges tightly butted,and vertical joints staggered. 07220. CAULKING AND SEALANTS A. MATERIALS 1. Exterior 'ons: (a) Silicone caulking: Shall be G.E."Silpruf"weatherproofing sealant. Colors shall be selected by the Architect. To be used as an all-purpose sealant. All wood surfaces are to be primed, painted, and allowed to dry before applying caulk. (1) For other areas that need to be caulked where paint is not to be applied or that need to be caulked before paint is applied use Tremco Mono or equal solvent acrylic-based caulking. Substitutions must meet or exceed Fed. Spec.TT-S230a. Must be approved by Architect prior to purchase. (b) Polyurethane caulking: Shall be Vulkem 45 by Mameco. Colors shall be selected by the Architect. To be used for exterior horizontal joints between concrete slabs,pavement,walks,and masonry walls. (c) Install closed-cell ethafoam rods of appropriate sizes(compressed approx.30%) as a caulking joint backing material when joints are too deep to get the proper joint width/depth relationship. 2. Interior motions: (a) Latex caulk: Shall be Tren=or Sonnebome Acrylic latex caulk. B. EXECUTION 1. Clean substrate carefully, and prime I required before installation. 2. Apply sealant with a hand gun or pressure equipment. Tool all joints within the period indicated by the caulk manufacturer's recommendations. Tool all joints, neatly removing all excess caulk and cleaning off smeared areas on adjacent surfaces. Clean excess caulk or sealant off surfaces with solvents as recommended by the caulk or sealant manufacturer. 07600. FLASHING AND SHEET METAL A. Material shall be cold rolled copper sheet metal. Gauge to be proposed by contractor for specific PART 1 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Nelson Orangery 9415.00 October 3, 1994 3, application and approved by architect. Form all sections as detailed on the Drawings. Lines, arrises, and angles shall be sharp and true. Plain surfaces shall be free from waves or buckles. Provide for expansion and contraction. Clean surfaces of film,dirt, and other blemishes after the work is finished. Provide and install the miscellaneous flashings,fasteners, etc. required for a complete installation. Upon completion,touch up all solder joints, scratches, or damaged finishes. B. Fasteners: Fasteners such as nails,screws,etc. shall be compatible with copper. C. Provide copper snap-on cap over alumuminum framed skylight cap as shown on the drawings. D. All visible copper surfaces shall be acid etched to achieve patina of 20 year old naturally weathered copper. E. Guarantees: Guarantee all work to be weatherproof and free of defects for a period of two years after the date of substantial completion. PART 1 DIVISION 8- DOORS & WINDOWS Nelson Orangery 9415.00 October 3, 1994 1 08300. SKYLIGHTS A. MATERIALS 1. Provide and install custom aluminum framed cap-glazed skylight as indicated on the drawings. (a) Fnish: Shall be factory applied. Color to be selected by architect. (b) GIazW. Insulated glazing system-Unit thickness 1" 2. Exterior caps to be clad with copper snap-on cap. Provide means of preventing galvanic action between metals. Copper to be acid etched. B. SUBMITTALS 1. Submit shop drawings according to section 01300. 2. Submit samples of finish color,glazing and snap-on copper cover. C. GUARANTEE I. Skylight assembly to be guaranteed not to leak for a period of five years. 08600. WOOD WINDOWS AND DOORS A. ALL WINDOWS: The Contractor shall scrape all excess glazing compound from both the exterior and interior of windows before painting. This is to make a dean finish line between the glass and the frame. 1. Wood windows shall be Pella Architect Series. (a) Exterior Finish: Primed wood. (b) Interior Finish: Natural wood. (c) GlazIpq:5/8" InsulShield I.G. (d) Screens: Windows shall be supplied with Rolscreens. (e) : Supplied with finish to match existing. (f) Provide lite divisions as shown on drawings. PART 1 DIVISION 9 - FINISHES Nelson Orangery 9415.00 October 3, 1994 1 09200. STUCCO A. GENERAL 1. Work required under this Section includes furnishing and complete installation of all stucco work indicated on the Drawings and herein specified. All stucco work shall be(3) coats over metal lath. B. STANDARDS 1. ASTM C926-Application of Portland Cement Plaster. 2. ASTM C1063-Installation of lathing and furring for Portland Cement Plaster. 3. Portland Cement Manual (Portland Cement Association). C. MATERIALS 1. Metal Lath: Shall be 3.4#galvanized self4urring metal lath--Inland, USG, Ceco,Wheeling, or equal 2. Portland Cement: Shall conform to ASTM C-150,waterproof, Type 1. 3. Masonry Cement: ASTM C-91 Type 11 of the same manufacturer as Portland cement. 4. LWM: Shall conform to ASTM Specification C-206,Type 3,with no more than 8% unhydrated oxides. 5. &i: Shall conform to ASTM Specification C-35. Finish sand shall be fine white silica. 6. Water. Shall be potable,clean, and free of all foreign matter. 7. Glass Fibers: 1/2"chopped fiberglass strands. 8. Exl2ansion Joints: Keen XJIG-3 or U.S.G. No.75. 9. Dash Coat: Shall match existing color and texture. D. EXAMINATION OF SURFACES 1. The stucco contractor shall examine all surfaces to be stuccoed. Should there be any defective work,the Contractor shall be notified and required to make good such defective work before stuccoing is started. Patch defects in existing adjacent stucco finishes as required. 2. The application of stucco on surfaces shall be construed as an acceptance of the surfaces. The stucco contractor shall be held responsible for any subsequent defects in stucco work, and the work shall be replaced at his expense. 3. Install (2) layers of 15 ib.felt at all areas where plywood is used as sheathing under stucco. E. EXECUTION 1. Apply to a total minimum thickness of 7/8 inch in at least three coats in accordance with ASTM C-926-81. (a) Scratch Coat: 1 cu.ft. Portland cement 1 cu.ft. masonry cement 4 cu.ft.of sand (All mixing water shall be 1 part Acryl to 3 parts water to reduce shrinkage and cracking.) (b) Brown Coat: 1 cu. ft. Portland cement 1 cu.ft. masonry cement 5 to 6 cu.ft.of sand (All mixing water shall be 1 part Acryl to 3 parts water to reduce shrinkage and cracking.) 1 Ib. 1/2"glass fibers Note: Brown coat shall be level and free of imperfections for the finish coat. (c) Dash Coat: Shall match existing color and texture. PART 1 DIVISION 9 - FINISHES Nelson Orangery 9415.00 October 3, 1994 2 F. PROTECTION AND CLEANING 1. The Contractor shall exercise all care necessary to protect the stucco from damage by exposure to the weather. Sufficient care through the use of overcloths or other approved methods shall be exercised by the Contractor to avoid spattering or injury to other work or equipment. 2. A minimum temperature of 550 F is required for stuccoing. Protect stucco from freezing or overly-rapid drying. 3. Install accessories as shown on the Drawings. 09260. GYPSUM WALLBOARD A. STANDARDS 1. Materials (a) Gypsum Wallboard: Shall meet ASTM Standard C36 and C442 and Fed. Spec. SS-L-30D,Type III,Grade R Class 1,and Grade X Class 1. (b) Joint Compound: To meet ASTM Standard C474 and C475 and Fed. Spec. SS-J-570a,Type I. (c) Acceptable manufacturers(subject to the above specifications) are U.S. Gypsum and National Gypsum Co. 2. Installation: (a) Installation of gypsum wallboard and accessories shall conform to the recommended practices in the latest edition of United States Gypsum's"Gypsum Construction Handbook." B. MATERIALS 1. Gypsum Wallboard: To be U.S.G. 1/2 inch thickness. 2. Joint Reinforcing Tape: U.S.G. PERF-A-TAPE or equal. 3. Avoid puncturing the VAPOR BARRIER during the installation of wallboard. Repair all punctures,tears, and rips in the vapor barrier. (See Subsection 07150.1.) 4. : U.S.G. 1 1/4"type W or S-bugle head. 5. Metal Accessories: (a) Comer bead: Shall be U.S.G. Dur-A-Bead or approved equal. (b) Lead: Shall be U.S.G. No.200-B-Metal Trim. (c) J-Bead: Shall be U.S.G. No. 200-A Metal Trim. 6. Joint Corrmound: Shall be pre-mixed joint compound as manufactured by U.S. Gypsum, or approved equal. C. EXECUTION 1. All gypsum board shall be attached with screws fastened as follows: (a) Ceilings: 12 inches on center(minimum). (b) Sidewalls: 16 inches on center(minimum). 2. All accessories such as"J"bead,"L"bead,and comer bead must be nailed or screwed at a maximum of 6 inches on center on both sides,with or without crimping. 3. Finish all joints and screw depressions with three layers of joint compound. All joints and comers must have joint reinforcing tape embedded in the first layer application. 4. All joints between wallboard and"J"or"L"bead and other materials shall be carefully caulked, leaving no visible cracks between the two materials. 5. All ceilings shall receive a smooth sanded finish(same as walls);spray or rolled coatings are not acceptable. D. GUARANTEE 1. The Contractor shall repair and repaint, as required,all cracks and fastener pops that are visible and occur within 18 months of substantial completion. 09900. PAINTING PART 1 DIVISION 9 - FINISHES Nelson Orangery 9415.00 October 3, 1994 3 A. GENERAL 1. The Contractor is required to thoroughly examine the Drawings in the other Sections of the Specifications for all items requiring painting. 2. The Subcontractor is responsible for a careful inspection of all building components to be painted and to determine their suitability for receiving the finish indicated. If the components are not suitable the Subcontractor must notify the Contractor immediately and not proceed without correction of the problem or a specific approval to do so. B. MATERIALS 1. All paint, urethane, enamels, stains,fillers, etc.shall be"top of the line"quality by Benjamin Moore or equal approved by the Architect. 2. Clear water repellents shall have a mildewcide. C. EXECUTION 1. The Contractor shall protect all existing work in close proximity to the area being painted. Provide and place dropcloths or other suitable protective material over the work which is affected. Clean, repair, and restore all damaged surfaces to their original finish. 2. Exterior Wood Trim: All nails in exterior wood trim that is to receive a paint finish are to be set,filled,and sanded smooth prior to the application of the primer coat of paint. 3. Interior Wood: Wood shall be sanded smooth,working in the direction of the grain. Fill small cracks, nail holes, etc.with putty of the color to match the finish. Putty after the first coat has dried. Sand between coats of finish. 4. Hardware: Shall be fitted before painting has been started and then removed until after painting has been completed. Hardware shall be reinstalled only after all painting or other finishing have been completed. 5. Cracks and Gans: Carefully caulk all gaps in finish materials before painting. This includes the joint between metal"J"and"L"type gypsum board accessories and other materials, wood mouldings and walls, separate wood moulding pieces, etc. 6. Apply exterior or interior paint only when temperatures exceed 500 F. All exterior painting must be applied during dry weather periods which are long enough for paint to dry fully. 7. Apply materials in strict conformance with the manufacturer's recommendations and in such a manner that the following results are obtained: (a) Smooth uniform appearance. (b) Complete coverage. (c) Close match with approved color. (d) Work free of runs, sags,and skips. (e) Sharp,clean edges where the finish adjoins other materials and/or colors. (f) Surfaces free of defects and damage. 8. Previously Finished Exterior Wood (a) Remove all blistered, peeling, and scaling paint to a sound substrate by scraping, sanding, and wirebrushing. Where bare wood is exposed, spot prime before applying an overall coat of primer. (b) Surfaces that exhibit moderate to heavy chalk deposits must be cleaned thoroughly to a sound substrate by wirebrushing, sanding,or by powerwashing. These surfaces must thereafter be washed. (c) All loose or split caulking shall be removed. Prkne these surfaces and recaulk. All cracks, crevices, and nail holes should be puttied. (d) Glossy surfaces under eaves and all protected areas not exposed to normal weathering should be dulled by sanding. Crystalline deposits that develop on these areas are a major cause of peeling and must be removed by flushing with a strong stream of water from a garden hose. (e) Mildew must be removed by scrubbing or with powerwash equipment,using a commercial mildew wash. PART 1 DIVISION 9- FINISHES Nelson Orangery 9415.00 October 3, 1994 4 09940. PAINTING AND FINISHING SCHEDULE (All colors selected by Owner.) A. Walls(gypsum wallboard): 1 coat Latex primer(Alkyd acceptable) 2 coat Latex flat(Alkyd acceptable) B. Ceiling(gypsum wallboard): 1 coat Latex primer(Alkyd acceptable) 1 coat Latex flat(Alkyd acceptable) C. Interior Woodwork: 1 coat Alkyd primer or Alkyd compatible latex primer 2 coats Alkyd enamel, sheens to match existing D. Exterior Woodwork: 1 coat Moorwood Exterior Primer 094 2 coats Exterior Latex-sheens t match existing PART 1 DIVISION 15- MECHANICAL Nelson Orangery 9415.00 October 3, 1994 1 15100. HEATING, VENTILATING & AIR CONDITIONING SYSTEM A. Responsibility: 1. The Mechanical Contractor is singularly responsible for the Code-compliant design, installation,and testing of the basic home heating,cooling, and ventilating system, including, but not limited to: the furnace, air conditioning equipment, all supply and return ducts,grills, registers,combustion and air make-up ducts,gas piping, kitchen and bathroom exhaust fans and ducts,thermostats, etc. 2. The Mechanical Contractor shall pay for all licenses,fees,permits,taxes,etc. required. 3. The Mechanical Contractor shall guarantee all materials and equipment furnished by him and his labor and the integrity of all systems for two years from substantial completion of the project. The Mechanical Contractor will replace or repair any part of the system which becomes defective within the guarantee period without cost to the Owner. 4. The Mechanical Contractor shall submit a schematic design of the dud runs, air returns, grills and registers,with all sizes shown and equipment selected,for the Architect to review. 5. The Owner is singularly responsible for all normal and periodic system maintenance necessary for proper system function. 6. Shop drawings/product data shop drawings shall be submitted for all major pieces of equipment, according to Section 01600. 7. The Mechanical Contractor shall submit room-by-room heat loss calculations to the Architect for review and approval. B. System Requirements (Remodeled existing HVAC):The Mechanical Contractor is to design and provide alterations to the exisiting forced air and air conditioning system to adapt the existing system to accommodate the relocation of existing construction due to remodeling and to extend it into the new spaces of additions to the existing stricture. 1. See the floor plans for preferred locations of additional supply registers and air returns. 2. Supply ducts shall run under concrete slab. 3. Extend existing flues as shown on the drawings. 4. Air Balancing: All ventilating systems in the rooms shall be balanced by the Contractor. The Contractor shall properly make any adjustments necessary to dampers and other equipment to meet the required air volume. C. Hot water radiant floor heating s em: Design and install a hot water radiant floor heating system for the addition. System shall be by INFLOOR HEATING SYSTEMS,or approved equal. 1. Heating tubes shall be tied to welded wire mesh and encased in concrete slab. 2. System zoning and controls locations shall be proposed by contractor and approved by Architect. 3. Boiler shall be located in existing mechanical room. Verily venting requirements and routing with architect. 15400. PLUMBING SYSTEM A. Water Supply System: 1. Wall Hydrants: All exterior hose bibs shall be Woodford Model 25 series non-freeze type wall hydrants. (Verify wall thickness and order correct lengths in time for installation. See floor plan for locations.) PART 1 DIVISION 16- ELECTRICAL Nelson Orangery 9415.00 October 3, 1994 1 16100. GENERAL A. All work shall comply with the most recent National Electrical Code,applicable state and local codes,and requirements of the local utility. The Electrical Contractor shall secure and pay for all permits, licenses, inspections, and service charges required. B. The purpose of the Drawings and Specifications is to provide a complete electrical installation. The electrical contractor shall furnish all labor and materials and equipment necessary to complete the electrical installation whether or not they are shown on the plans. 16200. MATERIALS A. Dimmers. receptacles.telelhone jacks and switches shall match existing. Dimmers to be paddle switched with preset sliding dimmer control. Verify the color with the Architect prior to ordering. B. All receptacles in exterior walls or ceilings shall be non-metallic boxes with no holes other than for wiring. (Boxes will be sealed by others.) C. Floor Receptacles: Shall be Carlon Co. (plastic)duplex receptacle floor boxes,flush mounted, Cat. No. E97DFM(B) Brown. D. Other Equipment to be wired: 1. Hot water radiant floor heating system 16500. LIGHTING A. The Electrical Contractor shall install all light fixtures shown on the Drawings. 1. The Electrical Contractor shall furnish all specified recessed light housings and all trims. All trims that are not specified shall be part of the fighting allowance. 2. The Electrical Contractor shall furnish all other specified light fixtures. 3. The Electrical Contractor shall supply and install lamps for all light fixtures. B. Light fixture schedule: Fixture I= W1 Provide$300 Allowance each W2 Provide$300 Allowance each W3 Match existing exterior fixtures ico m ic 3 O 1 J J J 1 f J Z Q 0 0 0 0 0 0 Co O m m Ln ? W N O K O w D co ccpp O ? � A = (j (D N O n 2� 9 CD p O m n A g O O m Cn 3 3 3 n o 0 Brick Pavers Existing Carpet Existing Wood p Existing Concrete 7D Paint Remove wall paper& paint existing n Paint existing west wall N Paint Paint Existing m r z Paint Paint Existing D Paint existing on west wall m Paint Paint Existing 13 Paint existing on west wall 9 Paint new doors Paint new infill wall and shelves r, C7 N A G A W Z p_ O U) I N m O 9 n (D m z N cQ cn (D 0 Z C m w m A_ c0 C O A —L r�9 PART 3 DETAIL DRAWING - ROJECT: NraLQ4*4 O ^grab iL( 944 5r oo DATE: Ic. 3 . I+ TOM ELLISON ARCHITECTS.INC. IM VA 4M WIRM 111110MAPOLD,IM=410 T8:tn►M0 FAX:0711141M i I WINboHI - w WDW. ,TcoL THIOk PANE-L F"E, �RIcK pl 62 6E�{oND I.9 Kl$ OIL �i 51 I4NEI FRAME cA�lk WDW. Ill IL.o. '�'.`� C'IRNl+9R PE7AIl a � 4 t/2'' HDa pL(Waob 4,I•HDo PLYWOOD - 1 �Y cmculAR GETAII /2'I 'SHEATHING Tr�`t" RIGID 1Q sU I . tAULK e^Tr Iw,;,UL. 1' ;,PwL gill MICk -SCouItseS .r " CMU r ti Whp J�A% SHoE HOTA9 SST 69104 r , j E���. HPTE�I,4l -j ¢" coWc. sLAl3 w/ III a I a 6 HYORQAC HEAT 744; 2" RIGID INSdI, !q�NCMU NOP DEAM 4" aI�ANULAIt r-ILL W/2*4,'s c04T. _ i i — 11/C Nalo iusuL. �bANPP�oo PILO -- $'' CM C'W x 12"H C4NC, FTG- ° T.o. FooTl WG ' �2 SCS er WJd14TURUD boil • _ • p QD FoIJOAT104 To k poW IU19360 ' PART 3 DETAIL DRAWING PROJECT: NJI LS04 OIzRNGc iL'( 9415.00 DATE: 10- 3 .9 4 TOM ELLISON ARCHITECTS,INC. 27M K 4M STREET MNIeAPOUL MN 0410 TIL:62600 FAX:oo�2aa0 �1 eF Rrc N C H t; o gTu�o bE.YoNb • WD, "CoIUMN' 15EUD EI�ICKMoULD �— I�,'�x 4�4''(A�"T�A l) SILL- Top To PSE /4.1 AE04E lop or- E�poS ED HGG. . a NC, ;IA6 i . Q a ,� P E S H�Dec HEA gU �S FINu �VAPoR �APMEK A CHH a BoLY14 Gg,^ u LAR NLL RIGID 49uL. SILL bgTA1IJ �( � M19360 PART 3 DETAIL DRAWING PROJECT: NEL4oN ojZANOERY 4441,00 DATE: lc)- 3-9 TOM ELLISON ARCHITECTS.INC. 2M IAL 43RD MW UMFJPCM M U410 TIL:211"00 FAX:=4M LecATI w o F PMHIWG-- ,1 Wc. s�•o,l Qr�T N I W- 54SIDES VAPog M4411% 31OWN pA HM-� BRICK PfuSlD6 CeRuEP- TICS 4NowN pASHED I$I CAS 14 Wf31b iN�l. . . 12 12" CHU c,Lumw BLr-k • a • W�4 FIs -96 FI L L SoLlo wINDOO W/ 4 ° s c Q ,�PNE SILL \ M19360 PART 3 DETAIL DRAWING PROJECT-RtL-5 jj 0&WG%FV 1+105-o0 DATE: TOM ELL"ARCHITECTS.M. I?lX w.4M s1REET Uffr&N i s.M SM TIL 201-. o FAX:aa►267o I. t=(S.E OF TWo STasz`( �--" SPf+C r-- I DIST. CbI�MN FOIL �• Rxjt3Lr. )o144T V EDGE IOP FL09- 11%60ge: Ex13T: 7P-M ST b-(g-rRIS MED) KING 09 ICk AIJCaNS W/ JUT'SIbE 'FeCP- of GlP, 6D. ( NEW FgWH tboRS I , I i i NEW SMELcA., po(Zr7 STEO. REI►M Absde ExIST. 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TOU ELLISON ARCHITECTS,INC. 2724 W.43RD STREET MUEAPOUS,MN 66410 TIM:6A2S00 FAX:6�L26Zd �-- 2 ri 2 TRELLIS dPb%HEMbE12S W/ 7• RbubLE B*,/EL9P -ra? ,_- 4' TYp• coPPER clipg -- o --- 4 x b RAFT ER-BEAK oN �IaSHIIJG oN IEbGCCR — t —REGLE,T CU l0 GbPPE,(Z r-IASNIWC, y �TuTJXP 3 4,Hi-1 lbP OF LEXE� ro 70 SLope Q WooD PLS, 9 e.LT HoLs-oUT 14; Hui FAcF . ;�ANGHaR fi`f p. DD ri I E sr► 'N I� STucco — -- 79E.LL Ico Pic ION - 1'/q 1 0" 1 , 17 519160 x "j =Q09 3 �ut-LZ o0 �v F- V W � a i o0Iri o t � T I Z MZ LIJ v ll. i rV - _ u1 _ w "N Z -T aL di w rY - U COLai (� a U � %Sb -\O -! V) CAT- Q a LU � d a 0 � z