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27551-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33857 Date: 07/28/09 THIS CERTIFIES that the building ADDITION Location of Property: 555 SOUTH VIEW DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 13 Block 3 Lot 8 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 26, 2000 pursuant to which Building Permit No_ 27551-Z dated JULY 20, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION WITH PERGOLA TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANNE E MACKAY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 3954-H 07/25/09 PLUMBERS CERTIFICATION DATED 12/12/01 KING PLUMBING A ho zed ignat re Rev. 1/81 ' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, G � 765-1802 / 9 APPLICATION FOR CERTIFICATE OF OCCUPANCY T This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and 1°pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: S f S o v, •i j L w r 2, v ?V o w N cl L o House No. Street Hamlet Owner or Owners of Property: ,4 N N E M C (C Suffolk County Tax Map No 1000, Section 2 __ Block O ' Lot C k Subdivision Filed Map, Lot: Permit No. 2-1-1; C ? Date of Permit. -7 2 o o Applicant: P L l Ie I A fl wz on I Health Dept. Approval: -' A _Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Nassau Suffolk Electrical Inspections,Inc. P.O.Box 549,Aquebogue,New York♦ 11931 Tel: 631-591-3097 Fax:631-591-3098 Application: 3954-H Date: 7/25/09 Issued to: Mackay Address: 555 South View Dr Introduced By: H/O Village: Orient License#: N/A Residential © Commercial The following was examined and approved up to the above date and found to be In compliance with the NEC: Attic 0 Floor ❑X 2n" Floor 3r°Floor Garage Conversion Basement Hot Tub Addition ® Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave Hood Smoke Detectors 2 6 I Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide I-Paddle Fan 1 Furnace Oil Gas Heat Zones Whirlpool Exit Signs Limited Insp. Final Insp. 11 Meter Amps Phase Motors 7/24/09 7/25/09 Other Equipment: 1-817t Track Dto �J' .rLt Permit#:2755 Section: Block: Lot: This certificate must not be altered in any manner o��gUFFULI( N Town Hall,53095 Main Road t Fax(631)765-1823 P.O. Box 1179 A Telephone(631)765-1802 Southold,New York 11971-0959 ��l 41 •taO BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: WWO/ Building Permit Nol�a� `J�I Owner: N4 ease pri t) - Plumber: C % /V (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �1 (Plumb s Signature) Sworn to before me this 16 day of / C 1 .`20 (3 1)4-&' Z-0 HELENE D.HORNE Notal ifnglic,State of NewYo*county No-.-495T364-- Qualified in Suffolk County Commission Expires May 22, p�0 0 j V6 ,5/! M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ) ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 4& Z2d DATES v INSPECTOR rayL- 765-1802 BUILDING DEPT. /FOUNDATION NSPECTION [ ATION IST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �j� Pte. � r DATE INSPECTOR o� 7ss1 - M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND ( ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS: 4 � A.Al9L d ' i .Cly & DATE l vol INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: vk DATE INSPECTO i �I I / r i i / Y studio a/b, architects 111 Fourth Avenue#2M 24190 Main Road/P.O. Box 444 New York, New York 10003 Orient,New York 11957 tel. 212 677 2887 tel. &fax 631 323 1426 fax 212 677 7896 October 24, 2000 Mr. Michael Verity, Building Inspector Building Department Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Dear Inspector: Please find enclosed the Building Permit Application, intended to be disapproved for a setback variance submittal. The project summary is: Owner: Anne MacKay Address: 555 South View Drive, Brown's Hills, Orient Tax Map#: 1000-13-03-08 Phone: 631 3232601 1 story addition, adding a ground floor bedroom, on the east side of the existing house. Due to the existing floor plan,the addition needs to be at the proposed position, extending the existing north wall, as indicated on the survey map. And, as I explained on the previous fax question,the northeast corner of the addition will slightly be closer to the road than the existing house, since the existing house and the front street line are not parallel. The application materials enclosed in this package are: Application Form Survey map 1 copy it Application Fee �r4g0�iU{-�•�e�Y' If we need to provide anything more, please let us know. Sincerely, Hideaki Ahizumi, R.A. APPEALS BOARD MEMBERS gUFFO(�c O Southold Town Hall Gerard P. Goehringer, Chairman �� � 53095 Main Road James Dinizio, Jr. Z P.O. Box 1179 Lydia A. Tortora p • ,F Southold, New York 11971 Lora S. Collins ZBA Fax (631) 765-9064 George Horning �Ol #t �� Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 15, 2001 Appl. No. 4920—ANNE MACKAY Location of Property: 555 South View Drive, Orient Parcel 1000-13-3-8 Date of Public Hearing: March 15, 2001 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The subject property is a 25,419 sq. ft. parcel located on the south side of South View Drive in Orient. The lot has 160.12 ft. frontage along South View Drive and lot depth along the westerly side of 17.371 ft. The property is improved with an existing one and one-half story frame house, as depicted on the survey dated October 12, 2000, prepared by Joseph A. Ingegno, L.S. BASIS OF APPEAL Building Inspector's Notice of Disapproval dated December 14, 2000, denying an application for a permit to build an addition because the addition is less than 40 feet from the front property line. RELIEF REQUESTED: Applicant requests a variance for a proposed addition at the east side of the dwelling with a front yard setback at 33 feet at its closest point to the front property line. The existing front yard setback is shown at 36.1 feet at the closest corner of the house. A small shed in the easterly side yard will be removed or relocated to a conforming area. as shown on the October 12, 2000 map : (a) locating an accessory swimming pool partly in a side yard. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: (1) An undesirable change will not be produced in the character of the neighborhood or a detriment to nearby properties. The proposed addition will maintain the front line of the existing house and will therefore be incorporated into the existing structure with no overall change in the appearance of the existing setback. (2) The benefit sought cannot be achieved by some method, feasible for the applicant to pursue other than a variance because the proposed location is the most practical for the addition, and location on the southerly part of the house is constrained by an existing porch and a slope. (3) The amount of relief requested is not substantial. The applicant's request is to decrease the existing 36.1 ft. front yard to a setback of 33 feet at its closest point. (4) The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence has been submitted to suggest that the proposed addition will have an adverse impact on physical or environmental conditions. (5) The action set forth below is the minimum necessary and at the same time preserves and protects the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION: On motion by Member Horning, seconded by Member Tortora, it was Page 2—March 15, 2001 ZBA Appl. No. 4920—Anne MacKay Re: 1000-13-3-8 at Orient RESOLVED, to GRANT the variance as applied for. VOTE OF THE BOARD: AYES: Members Tortora (Chairman Pro Tem), Dinizio, Collins, and Horning. (Chairman Goehrin//ger was absent.) This Resolution was duly adopted (4-0). Studio a/b, architects t 111 Fourth Avenue#2M 24190 Mein Road/P.O.Box 444 ' Nev,York,Nev,York 10003 Orient,New York 11967 tel. 212 677 2887 tel.&fax 631 323 1426 fax 212 677 7898 J March 12, 2002 Inspector, Building Department Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Inspector: Please note that the Addition to Anne Mackay Residence in Orient, the Tax Map #1000-13-03-08, Building Permit# 27551-Z, has executed with CMU foundation as indicated in the drawing #A (ALT) on the sheet S.1 of original Building Permit Document, instead of the concrete foundation as indicated in #A on the same sheet. If you need more information regarding to this, please let us know. Sincerely, 'SFO AF?Cy� Hideaki Ariizumi, AIA FOF N I Irl studio a/b, architects 1K 520 L�Tf 111 Fourth Avenue k 24190 Main Road P.O.Box 444NewVork,New 10 Vork 10003 Orient,New 1 York 11957tel. 212 677 2687 tel.8 fax 6313231426 11N'?c c fax 212 677 7898 -._.ii,, Tu!x March 12, 2002 Inspector, Building Department Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Inspector: Please note that the Addition to Anne Mackay Residence in Orient, the Tax Map #1000-13-03-08, Building Permit#27551-Z, has executed with CMU foundation as indicated in the drawing #A (ALT) on the sheet S.1 of original Building Permit Document, instead of the concrete foundation as indicated in #A on the same sheet. If you need more information regarding to this, please let us know. Sincerely, O�.A I 06 e -j�, 623(art yOQ Hideaki Ariizumi, AIA FOF N FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE; December 14, 2000 TO Studio AB ac Anne Mackay 111 Fourth Avenue#2M New York NY 10003 Please take notice that your application dated October 26 2000 For permit for addition to one family dwelling at Location of property 555 Southview Drive Orient County Tax Map No. 1000 - Section 13 Block 3 Lot 8 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds Proposed addition, on lot 25,418 sq.ft., not permitted pursuant to Article XXIV Section 100-244B which requires a minimum front vard setback of 40 (forty) feet. Proposed addition shown at 33 (thirty three) feet from front lot line --------"-"`.`1t - - �ature ----------- - Authorize FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27551 Z Date JULY 20 , 2001 Permission is hereby granted to: ANNE E MACKAY PO BOX 97 ORIENT,NY 11957 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING at premises located at 555 SOUTH VIEW DR ORIENT County Tax Map No. 473889 Section 013 Block 0003 Lot No. 008 pursuant to application dated OCTOBER 26, 2000 and approved by the Building Inspector. Fee $ 75 . 00 Auth�Signaat/e ORIGINAL Rev. 2/19/98 TOWN OF SOUTHOLD PROPERTY RECORD OWNER STREET VILLAGE DISTRICT SUu \ fv FORMER OWNER N E, -- ACREAGE 5 � " S W TYPE OF BUILDING L — cL Jd/ RES. �/p SEAS. VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS CI( 2i L /�Co 40 0 OG U z b / , « • jR z ci/ % � ' — 3 � ^ Z/r� d d /YIGB �. V' / 0 AGE / fl C� CO t' i xz � NEW NORMAL I BELOABOVE $� 1991 C7 1 o-W .2 o, o __ 1v„ o oV �or,5{. SC rcellecG 9 4 1 �r J c -- " E O16rn' 30 re Oti Pe A �& /� Value a } — -- --- 00 Tillable 2 Tillable 3 Wcodland - Swampland Brushland-�, House Plot Teta I ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■ Foundation Both M. �- ■iiiii�����i�n■ii= ExtensionFloors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch Attic Porch Rooms Ist Floor .. Breezeway Patio Rooms 2nd Floor Garage Drii eway ��� • 2t I rJd SPECIFICATIONS Project: ADDITION TO MacKAY RESIDENCE Owner: ANNE MacKAY address: 555 South View Drive, Brown's Hills, Orient, New York 11957 tag map#: 1000-13-03-08 telephone: 631 3232601 ARCHITECT: studio a/b, architects Hideaki Aiizumi Glynis Berry 111 Fourth Avenue 42M New York,NY 10003 tel. 212 677 2887 fax 212 677 7898 24190 Main Road �R�D ARO Orient,NY 11957 ) tel. &fax 631 323 1426 X41 AR��<'G to 07 X n� S�9T 0217 RC1 y0 F OF NEt`t, date: September 26,2000 dlt M revision 10/13/00 TABLE OF CONTENTS: Page BIDDING REQUIREMENTS INSTRUCTIONSOF ID NS ..............................................................................._............3 .............I................................................................................................................. FORM BPROPOSAL 4 -...................-..........................................................................................I................. ...........................-.......................... .................I.................... BID COST BREAKDOWN ......................................................5 1.11.......................-................. .................................................................... SPECIFICATIONS DIVISION I -GENERAL REQUIREMENTS.................... ......................................................... --...................6 ......................._ . ".......................... I - ................................ DIVISION 2 -SITE WORK 02200 EARTHWORK 10 --l-l-................I............................................................................................................................................................................................ DIVISION 3 -CONCRETE 03330 CAST-IN-PLACE CONCRETE -. ....................................-.......................................-............. .............. ....................."........................................................................ .. .......... DIVISION 4 -MASONRY 04500MASONRY 12 . ................................................................... ..................... ...............I......................... DIVISION 6-WOOD AND PLASTICS 10.0...............R.O.U.G.H.�.C.A.R.P..E..NT.R..y ..........-.......................................................................................................1.3 06200I FINSH CARPENTRY 17 -1...........__ ...................................................................................................................11............................................... ................. ........................................................................................................................................................ ...................... ................................I--.................... CLOSET SCHEDULE I--.............. ..............................1...111.. ............................................... ............................................ ................... DIVISION 7 -THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION 19 "I'll-.......................................................................................................................................I............................................................................................................... 07313 WOOD SHINGLE ROOFING . 11,......................................................................... .................. 07600 FLASHING AND SHEET METAL 21 11.11,.....................-................................... ..................................................111.11.11......................................1 111.1 �i 07700 ROOF AND CRAWL SPACE VENTS.................................................................................................................. ................................................................................................................................. 07900J0INT§EALANT 1.1 . . .. .............. ,.. . .. . . .. . . .........................................................-.........................................................I................ 2.31 DIVISION 8-DOORS AND WINDOWS 08200 WOOD DOORS .......................................................................................I.................................... 08500STORM WINDOWS 2.4 .,....................................................-........................................... 08600 WOOD WINDOWS 24 ........................................................................... ............11.11, ...................1.11, ov66 fiW§H iikkpW,&,RE 24 1.111.111.111,...............................- I-................................................. .............. .......................................................................1.11,................. DOOR SCHEDULE .... ........... ........................2.6 . . W.I.....N.....D....0.......W-SCHEDULE 2.6... ..................................................................................... DIVISION 9-FINISHES 09250 GYPSUM WALLBOARD 27 -.1--1...........................................11 -............................................................... ......................... ......... -...................... 09550 WOOD FLOORING 27 ................111.11, 11.11, ............. ......................."I......... 2-8 PAI NG 111.1................. .............- ..................................................................................................... ................................................................................. FINISH SCHEDULE .................. ..............................I ........................................I...................................................................................I...........................................................................................-................................. ................................................................................................................................................................................... ..................................................... 11................................................... ..................................................................... .............................................................................................................. TABLE OF CONTENTS: Page BIDDING REQUIREMENTS INSTRUCTIONS . . . . . . ...... 3 1,1111111........1 .............................. ..... .......... ........ . .......... ....... FORM OF BID PROPOSAL4 ................................................. ..............I............... BID . 5............................................................. .............................................................................................................................................. ................... SPECIFICATIONS DIVISION I -GENERAL REQUIREMENTS 6 ............................................................... ............................................................................ .................................. ............. DIVISION 2 -SITE WORK 02200 EARTHWORK 10 ............ .........................I................................-.............................................................................................................................................. DIVISION 3 -CONCRETE 03330 CAST-IN-PLACE CONCRETE11 ............................................................................................................................................-........................................................................................................ DIVISION 4 -MASONRY 04500MASONRY 12 ...I'll"I'll",................................................ .................................................. DIVISION 6-WOOD AND PLASTICS 06100 ROUGH CARPENTRY13 ........................ .............................. ............................................................I............I....7. 06200 FINISH CARPENTRY ........................................................................................................................................................................................................................................................ ................................ ................................................................................. .....................................................................................................1,........... CLOSET SCHEDULE 18 ..................................................... ............................I........................... .................................................................... DIVISION 7-THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION19 ............ ........... .................... 07313 D SHINGLE ROOFING .§j4m ................................................................................................................2.1.... 07600 07700 kd6iF AND CRAWL'§P VENTS 22 0466 JOINT SEALANT ............... VENTS ......................................... 2 3 .......................... I.I..".1.1............................................I ......................................................................................................................................................... DIVISION 8-DOORS AND WINDOWS 08200 WOOD DOORS24 ........................I............................... ......... .........--l-.......... 08500 STORM WINDOWS ............................................. ...........I............................................................................-................I...............................................................................................................................................................- -.. .....................................................................................I...... 08660 24 ............ ..................... ......... 08700 24 .......... DOOR SCHEDULE 26 ............ ....................... ............................... 2..6 INDOW CHEDULE 11111....................................... ............................................................................................................................. ................................ DIVISION 9-FINISHES 09250 GYPSUM WALLBOARD 27 6§3�6........... ...................... ............................................ ....................................2..7 WOOD 6§466 .......................I...... .................................................. ........................................ 2..8 ............................................................................................... ................................................................... FINISH SCHEDULE 29 ............... ................................. ....................................................... ................................................................................................ 1111.. ......1.1 ......... ........... .... 1111........................................................-.......................................11111 ................................................................................................I "......................................................... ..................................................................... .................................................................................................................................................................................................................. ................................. DIVISION 15-MECHANICAL 15050 MECHANICAL 30 ............".......................................................................................I................................................ .....................................................................___................. 15250 ...... .. MECHANICAL AL INSULATION .......................................................................................... ......................................................................................................."................33.11 ...15400 PLUMBING ... I..............- 11151500HEATING .1,111'....11......1................ ..I................ ....................... 3.2. .. DIVISION 16-ELECTRICAL 16050 ELECTRICAL 33 ............................................................................-............................... ..................."............. ............................................................ .......................... 16500 LIGHTING 35 .............................................................................................__...... ............ ................. ....................................... ................ .......... MISCELLANEOUS CUTS ...................................................................... ................. .................................. .......... 2 DIVISION 1: GENERAL.REQUIREMENTS The General Requirements contained in this Division are intended to supplement conditions and requirements of the Work set forth elsewhere in the Contract Documents. If these General Requirements conflict with other requirements of the Contract Documents,the conditions imposing the most stringent requirements shall control. I. SUMMARY OF WORK A. The work of all divisions, sections and trades is subject to the requirements of the Contract Documents and this Division. B. Scope: The work as required by Contract Documents shall include furnishing all labor, materials,appurtenances,equipment and services necessary to complete all work shown or reasonably inferred on the Drawings and/or specified herein: 1. Site Preparation, including but not limited to: - Relocation of the existing shed(two times removals might be required,at the beginning of the project and the end) - Removal of natural debris existing in the front yard. 2. Bedroom Addition 3. Repair and/or reinforcement of existing building,including: - Application of Clorox on the existing roof - Floor structural reinforcement around the existing bathroom C. "Provide"means furnish and install. All work indicated on Drawings as"N.I.C."or"Owner supplied"will be furnished by others and installed this Contract. D. The Owner reserves the right to perform construction or operations related to the Project with the owner's own forces.The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. II. GENERAL REQUIREMENTS A. All work shall conform to the latest edition and addenda of the New York State Building Code, State Energy Code,and all other applicable codes and laws,Hiles,regulations,and requirements of governmental Authorities and insurance companies having jurisdiction or coverage of the locus or Owner. B. Work shall be executed by licensed practitioners and personnel skilled in the trades. C. Guarantee: General Contractor shall guarantee all Work and Materials for a period of one(1) year from the date of final Certificate. Neither the final Certificate Payment,nor termination of the guarantee period shall relieve the Contractor of the responsibility for negligence or faulty, materials or workmanship within the extent and period provided for by the law. More extensive warranties shall not be affected by this guarantee. D. Cary all necessary insurance to fully indemnify Owner and Owner's representatives hannless against all losses,expenses and claims for death,personal injury,and property damage arising out of Work done by Contractor or subcontractors. E. The Contractor shall arrange and comply with all inspections required by local codes. F. Special Conditions: 1. During the construction,the Contractor to maintain Owner's accessibility to all the property except this addition part,ready-to-use condition for all the existing equipment and systems for the Owner's use. 2. When the construction requires temporary cut of electricity,gas,water, waste,telephone and/or like,or when any other part of the property need to be worked related to this construction,the Contractor shall previously notice to the Owner with the schedule of the work. 6 DIVISION 1:GENERAL REQUIREMENTS(continued) III. PREPARATION A. Contractor shall examine the conditions and preparations made for the performance of each section of work and notify the Architect of conditions detrimental to the proper and timely completion of this work.Do not proceed with this work until conditions are made satisfactory for the performance of such work. B. Verify all dimensions and job conditions prior to construction and report to the Architect any discrepancies or omissions which would interfere with satisfactory completion of the work prior to the start of work or construction of work in the area concerted. C. Contractor shall protect all existing fixtures, surfaces,appliances, windows etcfrom damage. Contractor is responsible for damage to existing conditions. Contractor shall patch and repair all existing conditions not within the contract limit which may be disturbed by the construction. IV. INSTRUCTIONS,CHANGES,SUBSTITUTES A. Supplemental Drawings and Specifications: As finishes and details become further developed and refined by the Architect,drawings&specifications will be issued during construction.In the event that the Contractor feels these drawings affect the cost of work that has already been bid.a Change Order will be negotiated prior to the execution of the work involved. B. Verbal Instructions: it is the Contractor's responsibility to advise the Architect regarding any additional costs resulting from the Architect's verbal instructions;such advice shall occur before any additional work is executed. C. Considerations of substitutions:burden of proof of the merit of proposed substitutions upon the proposer. D. Approval by architect is required before installation. If substitute material,equipment,or alternative configuration is installed before it is approved by the Architect,the Contractor shall be liable for its removal and replacement at no extra cost. 7 DIVISION 1:GENERAL REQUIREMENTS(continued) V. SUBMITTALS A. The following Divisions and/or Sections require submissions prior to purchase or installation: Title Catalog Sample System evaluaffon and proposal Crawl space vents with screen Painting Heating Alcan * B. Manufacturer's recommendations and installation instructions shall be adhered to for all materials used. Copy or original installation instructions shall be provided to Owner. VL CONSTRUCTION SCHEDULES A. Submittal: the first schedule shall be submitted prior to the start of the Work,include commencement,order and completion dates for the various parts of the work; submit subsequent schedule changes as they arise. B. The contractor shall schedule connection to existing building and systems at a time that will be convenient for the Owner and cause minimum disruption to all parties involved. C. The Contractor shall schedule and coordinate with Utility Companies, such as Electrical, telephone,and/or cable TV companies,for such Utility Companies'work in connection with this Project. VIL CONSTRUCTION ADMINISTRATION A. Job site:the Contractor shall maintain on the premises an up-to-date and complete set of drawings,specifications,supplemental details,shop drawings,specification submittal,and Architect correspondence for the duration of the project,for the sole purpose of keeping an accurate record of changes made during the construction. B. Telephone:Quick and accessible communication shall be provided in a manner acceptable to both the contractor and the architect. C. Supervision:the Contractor or Contractor's superintendent shall supervise and coordinate all the Work defined by this document and Drawings whether by his own or his Subcontractor's forces. The Contractor's superintendent shall be personally present at the site for at least a portion of each day that the work is in progress whether by his own or his subcontractor's force. D. Contractor shall resolve all problems of related work. In case of conflicts due to improper coordinating by the Contractor,the Architect's resolution will be final.No compensation will be awarded for extrl work required resolving the conflicts. E. Trash removal: Contractor shall remove all trash from the site on a regular basis in accordance with all regulations. 8 DIVISION 1: GENERAL REQUIREMENTS(continued) F. Material receiving,moving,storage and protection: 1. It shall be the Contractor's full responsibility to make all arrangements and pay all charges for material moving, storage,removal etc. 2. Protect all equipment,materials and installations until final acceptance of work. 3. The Contractor shall be responsible for the security of his materials and equipment and those items bought by the Owner and installed this contract. He shall not receive any additional payments for replacement of such which are lost, stolen or in any way damaged or unfit for use. Contractor shall be responsible for securing the site whenever the Work is not in progress. VIIL PROJECT CLOSE-OUT A. Substantial Completion:the Architect shall issue a Certificate of Substantial Completion after the permanent utilities are in operation and the Work has progressed to the point that the Owner could occupy the project for its intended use with full access and all occupancy permits and approvals by governing authorities and franchised services are complete;the Certificate shall establish responsibilities of the Owner and Contractor for security,maintenance,utilities, damage to the work,and insurance,and shall fix a deadline,negotiated between the Contractor and the Owner,for the completion of all Punch List items;all warranties required by the Contract Documents shall commence on the date of the Certificate of Substantial Completion. B. Punch List: the Architect shall attach to the Certificate of Substantial Completion a Punch List setting forth the remaining work required to close-out the Contract;the Punch List and deadline may be amended repeatedly as further deficiencies in the Work arise;if the Punch List work is not completed by the deadline,the Owner may carry out the Work. C. Cleaning:the property shall be left spotlessly clean and in first class condition and repair. The entire interior of the property shall be vacuumed dust free including all cabinet interiors, window sills,etc.;all floors shall be thoroughly cleaned and dust-mopped,damp-mopped,or vacuumed as appropriate to the finish;all wall tile,glass,light fixtures,plumbing fixtures,and hardware shall be spotless;the entire exterior of the project and site shall be cleaned with the ways appropriate to the finishes and configurations;replace HVAC and water filters if units were operated during construction;cleaning operations shall be completed just prior to Owner occupancy;Comply with manufacturer's instructions;Remove labels that are not permanent; replace damaged materials;clean the landscape development of litter;repaint any marred or stained surfaces;each Punch list item performed after Owner occupancy shall be subject to the above cleaning requirements the Owner may carry out the Work. D. Owner's Manual: Provide Owner with all Owner's Manual and product service warranties for HVAC equipment,all appliances,etc.;also include a typewritten list of all subcontractors and their phone numbers and addresses;submit to Architect. E. Final Payment:after the Contractor has completed the Punch List, submitted the Owner's Manual,and submitted a complete release of liens to the Architect from every entity,including Contractor,who could lawfully and possibly file a lien arising out of the contract and related Work covered by the payment,the Architect shall issue the final Certificate for Payment.The final payment to the Contractor shall be made no later than 30 days after the date of issue and 7 days after the expiration of the final date for filing labor and material liens. F. Upon completion and final acceptance of the work,provide one complete check and adjustment, including any refitting that may be required of all operating doors. This work is to be performed at a time acceptable to the Owner between six and twelve months after Substantial Completion. 9 DIVISION 2-SITE WORK 02200 EARTHWORK PARTI: GENERAL 1.01 Scope of Work: labor and materials required to finish and to install site preparation,all excavation and filling works for the Project,includes: 1. Excavation and filling for the new foundations. PART 3: EXECUTION 3.01 Site cleaning: A. Clean and remove foliage/grass as designated by filling, cutting, and hauling from site (or incorporate elsewhere on site according to architect's directions). B. Strip to depth of 12"below existing grade level to remove topsoil and organic material. C. Where organic material occurs deeper than 12",continue stripping to depth necessary to remove all material. D. Leave site level with natural existing grades and elevations after removal of topsoil and organic materials. E. Leave site hand raked and free of stones, sticks,trash,and other debris. F. Store excavated and separated topsoil and earth on the site. Protect from erosion.Reuse for final grading plan. 3.02 Excavation: A. General: excavate to lines and elevations as required;make excavations sufficiently large to permit placing and removal of forms, installation of waterproofing,dampproofing,and utilities: and to allow inspection. B. Excavation for Footings: Found bottoms of footings on rock or firm undisturbed understructure at elevations indicated or as shown: subgrade of footings shall be level and free of loose rock, dirt,debris, and standing water before acceptance for placing concrete. C. Trim excavation bottoms so under-slab fills bear on undisturbed soil. Delay trimming non- cohesive soils until new construction is ready to be placed. D. The existing waste line might have a conflict with this excavation Make sure to protect the pipe form any damage and suppot the pipe as required. 3.03 Excavation Protection and Erosion Control: A. Keep excavations free from ground and surface water.Maintain ground water in bearing strata at safe levels by methods that preserve undisturbed state of bearing soils and prevent loss of fines.Dispose of collected water without causing silting drainage systems or erosion of site or adjoining property. 3.04 Fill and backfill: A. Before backfilling,remove trash and debris from excavations. B. Install material in separately-compacted 6"(rnax.)loose lifts. If clayey material is wet, install it with alternate lifts of dry material;compact only dry lifts. C. Do not fill materials on areas where free-standing water is standing or on surfaces which have not been approved. D. Excess Material: Stockpile excess material on site,where directed by the Architect. Contractor agree to remove any excess earth at Owner's direction and discretion. E. Maintain finished grade sloping away from the building. 10 DIVISION 3—CONCRETE 03330 CASTAN-PLACE CONCRETE PART I: GENERAL 1.01 Scope of Work: Work of this section includes all labor,materials,equipment and services necessary to complete the cast-in-place concrete work,reinforcing,inserts,anchoring,bearing plates,grouting,equipment pads,vapor barrier and waterproofing system,and the like required for: A. Foundation for the new structural walls and posts,as shown on the Drawings and specified herein. 1.02 All work shall conform to the requirements of New York State Building Code and: Specification for Reinforced Concrete, ACI 301-84 1.03 Verify all existing conditions,dimensions,etc.before beginning any demolition,fabrication of materials or construction at jobsite and report any discrepancies to the Architect and the Structural Engineer, PART 2: PRODUCTS 2.01 Cast-in-place concrete shall be normal weight with a minimum compressive strength of 3,000 psi at 28 days,except as indicated otherwise on the Drawings. 2.02 Concrete slump shall be 4" +or- 1". 2.03 Reinforced concrete shall conform to 1989 ACI building code unless otherwise noted. Reinforcing steel shall be detailed, fabricated and placed in accordance with ACI Detailing Manual. 2.04 Reinforcing bars shall conform to ASTM A615 -Grade 60. 2.05 Clear distance from outside face of concrete to reinforcing (cover) shall be as follows (except as noted otherwise): Concrete permanently exposed to weather 1 1/2" Footings and concrete cast against earth Y 2.06 All reinforcing bars called to be continuous shall have a minimurn lap splice of forty (40) bar diameters unless otherwise noted. 2.07 Cylindrical pier form: Sonotube or equal. 2.08 Foundations: A. Spread footings shall bear on undisturbed soil having 2,000 p.s.f bearing capacity. B. Footings shall bear on undisturbed insitu soils at 1'-6"minimum below existing grade or 3'-0" below finish grade,whichever is greater. 11 DIVISION 4-MASONRY 04500 MASONRY PARTI: GENERAL 1,01 Scope of Work: Including any masonry work as required for: A. Pilasters in Crawl Space in the new addition. 1.02 All work shall conform to the requirements of New York State Building Code and: Specification For Masonry Structures, ACI 530.1 1.03 Verify all existing conditions,dimensions,etc. Before beginning any demolition,fabrication of materials or construction at jobsite and report any discrepancies to the Architect and the Structural Engineer. PART 2: PRODUCTS 2.01 All masonry work shall conform to the Specification for Masonry Structures ACI 530.1. 2.02 All masonry shall have a minimum compressive strength Fm--1,500 psi as based on compressive strength of concrete and clay masonry units and type of mortar. 2.03 Concrete masonry units shall conform to ASTM C90 with a minimum net area compressive strength of 2,150 psi. 2.04 Clay masonry units shall conform to ASTM 0216 with a minimum net area compressive strength of 8,000 psi. 2.05 Mortar shall conform to ASTM C270,type M or S. 2,06 Masonry grout shall conform to ASTM C476. Fine grout shall be used except as noted otherwise. 2.07 Wire ties and anchors shall conform to ASTM A82, sheet metal ties and anchors shall conform to ASTM A366. 2.08 All ties and anchors shall be hotdip galvanized in accordance with ASTM A153 class B2. Except joint reinforcing in interior walls shall be galvanized in accordance with ASTM A641. 2.09 Truss type 9 gage joint reinforcing shall be placed in all wall's(124" o.c. vertically unless otherwise noted. 2.10 Vertical reinforcing shall conform to ASTM A615 grade 60. Bars shall be placed and grouted in no more than 4'-8"vertical lifts. Bars shall be placed at the wall centerline unless otherwise noted. 12 DIVISION 6-WOOD AND PLASTICS 06100 ROUGH CARPENTRY PART 1: GENERAL 1.01 Scope of work: including all labor, materials,equipment and services for fabrication and installation of site built and site finished items such as wood framing,blocking,cant strips, bucks, milers,furring,grounds,stripping,and the like, sheathing,and all miscellaneous work required of a carpenter and not specially called out under other headings; including rough hardware to join members and anchor to other construction, supporting members for other works,including but not limited to: A. Bedroom Addition 1.02 All work shall conform to the requirements of New York State Building Code and: National Design Specification,Nation Forest Products Associate. 1.03 Verify all existing conditions,dimensions,etc.before beginning any demolition,fabrication of materials or construction at job site and report any discrepancies to the Architect and the Structural Engineer. 1.04 Keep carpentry work dry,during delivery, storage and installation. 1.05 Inspection: prior to all work of this section,carefully inspect the existing conditions and installed work of all other trades,and verify that all such work is complete to the point where this installation may properly commence. PART 2: PRODUCTS 2.01 Structural Wood Framing: A. Floor Framing,Roof Framing,Blocking and Headers: No. 1 Douglas Fir South or better, kiln dried to 15%moisture content(M.C.)maximum with the following minimum stress values: Fb = 900 psi Fc = 520 psi Fv = 90 psi Fc = 1.400 psi Ft = 600 psi E = 1,300,000 psi B. Wall Framing,Plates, Sills and Blocking: Douglas Fir South construction grade or better, surface dry at 19%moisture content(M.C.) maximum with the following minimum stress values: Fb = 925 psi Fc = 520 psi Fv = 85 psi Fc = 1,550 psi Ft = 600 psi E = 1,200,000 psi C. Provide solid blocking at ends of all joists and rafters. Provide intermediate blocking at midspan or 8 feet on center maximum for all joists and rafters with spans greater than 8 feet. D. Secure CCA treated bottom plates at perimeter to top of foundation walls or floor slab using 1/2"diameter bolts at 4'-0"o.c. maximum with 15" minimum embedded into grouted cells or concrete. 13 DIVISION 6-WOOD AND PLASTICS(continued) 06100 ROUGH CARPENTRY(continued) E. Multiple member beams and headers shall be provided as indicated on the plans. Attach all multiple member beams and headers as follows: plies ..... 2 rows 8d common nails at 12" o.c.. 3 +plies..... 2 rows 20d common nails at 24"o.c.. Avoid splitting multiple member beams when nailing. F. All exterior framing and interior framing directly contact to concrete or masonry,shall be CCA treated to.40 pcf retention and kiln dried to a 19%M.C.maximum. G. Load bearing walls shall be 2 x 4 with solid blocking at 6-0"maximum or at mid height of walls. Double top plates shall be provided for all load bearing walls with end joints offset at least 4'-0". At all end joints of top plates provide Simpson 'ST 292'strap tie across joint or approved equal. All joists and rafters shall bear directly above wall studs and stud spacing shall be 16"o.c.maximum. All multiple member beams shall bear directly above built-up wall studs which provide width of bearing equal to width of multiple member supported. H. Non-load bearing walls shall be 2 x 6 or 2 x 4 at 16"o.c. maximum with a single top plate. Solid blocking shall be provided at 6-0"o.c. maximum or at mid-height of all exterior non-loading bearing walls. Provide Simpson`STC' clips or approved equal at all interior non-load bearing wall top plates and allow space for 1/2"movement(vertical)between floor(or roof)and top plate. I. Provide double or more studs at all headers over wall openings with a minimum of 1 1/2" bearing provided for headers. >4'-6"opening 2 studs. >8'-6"opening 3 studs <8'-6"opening 4 studs J. Multiple member posts shall be nailed together with 10d nails at 16"o.c. All multiple member posts not in load bearing walls or at ends of load bearing walls shall be cover plated with 1/2"plywood both sides across the 1 1/2"dimensions of built up pieces for full height, and nailed with 8d nails to built up post at 16" o.c. into exterior plies. K. All posts noted "solid"shall be one piece and not built up. L. At all locations where nailing is not noted or where connectors are not noted the`Recommended Fastening Schedule' of the BOCA Building Code shall be followed. 2.02 Laminated Veneer Lumber: A. Laminated Veneer Lumber(LVL or MICRO)shall be as manufactured by Trus Joist Corporation'Micro=Lam Lumber' or approved equal. B. Minimum stress values shall be as follows: Fb= 2,800 psi Ft = 1,850 psi Fc= 500 psi Fc = 2,700 psi Fv= 285 psi E = 2,000,000 psi 14 DIVISION 6-WOOD AND PLASTICS(continued) 06100 ROUGH CARPENTRY(continued) C. Multiple member`LVL' shall be fastened together as one unit thus: (top loaded members only) 2&3 plies(< 12"d)... 2 rows 16d common nails at 12"O.c. (2 sides) 2&3 plies(> 12"d)... 3 rows 16d common nails at 12"O.c. (2 sides) for side loaded multiple member`LVL' or 4 ply `LVL' provide through bolts 1/2" diameter at 12"o.c. in two rows 2" from top and bottom of member with bolt holes same diameter as bolt. Avoid splitting multiple member 'LVL' lumber when nailing or bolting. D. End bearing of'LVL' shall be 3" minimum unless noted otherwise. E. All 'LVL' members shall be protected from the weather while stored on the site. 2.03 Plywood Roof Sheathing. A. Provide APA rated sheathing 32/16, 5/8"thickness with 5 plies, 'Exterior'exposure rating. B. Block roof sheathing with one panel clip per span,stagger end joints,two span continuous minimum and with long dimension or strength axis across supports. C. Nail roof sheathing to supporting members with 8d common nails at 6"'o.c. to edge supports and at 12"o.c.to intermediate supports. Provide 1/4"gap minimum at edge joints and 1/8"gap minimum at end joints. 2.04 Plywood Floor Sheathing: A. Provide APA rated sheathing 32/16, 3/4"thickness with 5 plies, tong&groove, 'Exterior'exposure rating,for the exposed plywood floor above the closet. B. Provide APA rated sheathing 32/16, 5/8" thickness with 5 plies, 'Exterior'exposure rating,for the floor in the Main Bedroom. C. Nail floor sheathing to supporting members with 8d common nails at 12"o.c.to edge supports and at 12"o.c.to intermediate supports. D. Glue floor sheathing to supporting members with exterior adhesive meeting ASTM D2559 at 60 pounds per 100 per square foot of glued surfaces. 2,05 Plywood Wall Sheathing: A. Provide APA rated sheaths 32/16, 1/2"thickness Exterior'exposure rating. B. First panel from comer each side shall be continuous plate to plate, or provide 2x4 milers at horizontal joints. li DIVISION 6-WOOD AND PLASTICS(continued) 06100 ROUGH CARPENTRY(continued) 2.06 FASTENERS,CONNECTORS, AND SUPPORTS A. Hot-dip galvanized steel for exterior,high humidity, and treated wood locations. B. Nails: -Common wire or spike nails. -Follow all nail size requirements and nail spacings required by the governing building code. -Use hot-dip galvanized steel nails at exterior work,areas of high humidity or at treated wood. -Plain finish materials may be used at interior and dry locations. -Electro-galvanized nails shall not be used on exterior surfaces. -Electro-galvanized nails shall not be used where corrosive staining might mar wood surfaces. -Nails into redwood or cedar shall be of stainless steel. -Aluminum nails for exterior work may be used at Contractor's discretion. C. Power-driven nailing: Comply with standards of the International Staple,Nail and Tool Association. D. Bolts: -Machine bolts to comply with ASTM A307. -Lag bolts to comply with Federal Spec FF-N- 1. -Drill holes 1/16" larger than bolt diameters. -Drill straight through from only one side. -Use washers under all nuts. -Do not bear bolt heads on wood; use washers. E. Hangers,connectors,and crossbridging: Teco, Simpson,or equal as approved by the Architect. 1. Joist Hangers - Simpson `U' or`LU'joist hangers or approved equal at all joist ends and rafters at ridges unless otherwise noted. - Simpson `U'joist hangers or approved equal at all joist and rafter header/trumners at floor and roof openings unless otherwise noted. - Simpson `HU' heavy duty joist hangers or approved equal at all multiple member connections with two(2)plies. At multiple members with three(3)plies provide 'HHUTF' heavy duty joist hangers by Simpson or approved equal. - Provide Simpson 'GLT' heavy duty hangers at all 'LVL'beam to 'LVL' beam connections. 2.Post bases: Simpson `APS' post bases or approved equal for all pergola posts. 3. Hurricane Ties: Simpson'H' ties or approved equal at all roof rafters to top of walls F. Anchors to adjacent construction: -Hollow masonry: Use toggle bolt. - Solid masonry or concrete: Use expansion shield and lag bolt. 16 DIVISION 6-WOOD AND PLASTICS(continued) 06200 FINISH CARPENTRY PARTI: GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for fabrication and installation of site built and site finished items,including but not limited to: A. Fascia,rake board. B. Exterior and interior door flame and trim, standing and manning trim,window trim and sill, coping and base. C. Shingling and paneling. D. Pergola. E. Steps and hand rails. F. Closet G. Cutting and patching all woodwork required to accommodate other works: including but not limited to existing and new piping,ducting wiring,accessories,and the like. PART 2: PRODUCTS 2.01 Exterior works: A. Fascia,rake board,window trim,standing and mmting trim: clear red cedar. B. Wall shingles: Red cedar shingles. C. Steps : Construction grade red cedar 2x4 on CCA stringers D. Hand rail: Clear red cedar 2x4 and 2x6. E. Pergola: CCA 2x8 with red cedar 4x4 columns. F. Soffit above electrical meter niche: cedar plywood 2,02 Interior works: A. Door frame and trim,standing and running trim,coping and base: clear white pine where painted,and clear cedar where cedar paneling is adjacent. B. Window sill: clear white pine B. Wood paneling: 1x4 clear cedar T&G"V"grooved siding, stained. C. Closet Shelf: 3/4"Birch surface,veneer core plywood, painted. Section 09900,Type E. Exposed edge to be cased with matching solid wood, min. 1/4" thick.. 2.03 Hardware A. Closet Rod: oak, 1-1/4"dia B. Closet Shelf&Rod Support: Stanley 7046 or approved equal. PART 3: EXECUTION 3.01 Finish Carpentry Installation: A. All trim shall be securely fastened to solid backing with fine finishing nails. Leave no hammer marks. Blind nail where possible. Set nails for putty stopping. Draw tight against finished product. B. Joints: Cope at returns and internal corners and miter at external comers. All standing and numing trim and the like shall be installed using longest practical lengths so as to minimize joints;joints shall be crafted so as to be as invisible as possible,except forjoints detailed otherwise. C. Surfaces: after installation,all woodwork must be free of warping, splintering or other defects, and sanded smooth,free of planar marks and blemishes. 3.02 Adjusting,Cleaning,and Protection: A. Correct nonconforming and damaged work. Remove and replace work that cannot be satisfactorily corrected. B. Leave work clean and ready for finishing. Do not build in or cover up dust, scrap,debris,or excess material;protect finished carpentry work from damage by subsequent trades. Remove all wood, including form lumber, scrap lumber,shavings and sawdust,in contact with the ground. Leave no wood buried in any fill or backfill. 17 DIVISION 6-WOOD AND PLASTICS(continued) CLOSETSCHEDULE N Room Type Parts,Material,Finish Hardware CL t Bedroom Cloth GWB Closet Shelf&Rod Support Closet Shelf:3/4'Birch Plywood,painted,seg.osaw Closet Rod TYM CL 2 Bathroo Open shelf, Shelf:3/4"Birch Plywood,painted,Sec.09900 m existing Tyae 18 DIVISION 7-THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION PARTI:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services necessary to furnish, deliver,and install building insulation as indicated and required to provide thermal enhancement. 1.02 Quality Standards: Materials and methods of installation shall be subject to stipulations and rules of Federal and State Energy Codes. PART 2: PRODUCTS 2.01 Batt insulation: Owens/Corning fiberglass"thermal batt insulation"or approved equal;widths to fully fill framed spaces. A. 3 1/2"thick,R-value 15 for 2x4 exterior walls. B. 5 1/2"thick,R-value 21 for the pitched roof-ceiling. C. 6 1/4"thick,Kraft-Faced,R-value 19 for the floors. 2.02 Mudsill Draftstop,window and door shim-space insulation: Glass fiber insulation in rolls, l" thick compressible to 1/32"width to suit sill members; manufactured by Owens-Corning Fiberglass or Certainteed Corp. or approved equal. PART 3:EXECUTION 3.01 Installation of all insulation products shall be in accordance with manufacturer's specification. 19 DIVISION 7-THERMAL AND MOISTURE PROTECTION(cont.) 07313 WOOD SHINGLE ROOFING PARTI: GENERAL 1.01 Scope of Work: Including all labor, materials, equipment and services for complete installation of wood shingle roofing,including: A. New roofing on the addition B. Washing the existing roof with Clorox. 1.02 Quality Standards: All work shall be carried out to the highest quality of the industry and shall be guaranteed for not less than 25 years. Drain water entering at joints and condensation occurring within the construction to exterior. Allow no uncontrolled water on the interior face of roof panels. 1.03 MATERIALS HANDLING A. Provide all materials required to complete the work as shown on drawings and specified herein. -Deliver,store,and transport materials to avoid damage to the product or to any other work. -Return any products or materials delivered in a damaged or unsatisfactory condition. -Keep all materials to be installed completely dry. -Keep insulation dry after installation and before covering with roofing. -Have on hand and ready for installation in coordination with roofing,all accessories such as: Skylights,Relief vents B. Store materials off the ground, protected from dirt, ground moisture, contaminants, and weather. PART 2:PRODUCTS 2.01 Red cedar roof shingles:Red cedar shingles: Number 1,Blue Label, medium weight,or otherwise match existing 2.02. Accessories and related materials: A. Underlayment -No. 15 asphalt-saturated felt,or equal. B. Nails: -Standard round wire shingle type. -Hot-dipped,zinc-coated steel. -Length sufficient to penetrate roof sheathing. C. Staples: -Hot-dipped,zinc-coated steel. -Length sufficient to penetrate roof sheathing. D. Flashing: -Noncorrosive sheet metal. -Flash eaves with 30 Ib. roofing felt or ice-shield membrane. PART 3: EXECUTION 3.01 All work shall be of the highest quality of the industry standards and in accordance with manufacturer's specifications. 3.02 Underlay protection: A. Install roofing felt according to manufacturer's directions and specifications. B. Waterproof Membrane Application: Install waterproof underlayment directly on roof sheathing per manufacturer's instructions. Install a 36" wide sheet continuously along eaves and rakes,continuously along and centered on valleys, around skylights. Install square sheets over metal roof vents, extending 10" min. beyond vent roof flange on all sides. Cut close-fitting openings for vent passage. 20 DIVISION 7-THERMAL AND MOISTURE PROTECTION(cont.) 07600 FLASHING AND SHEET METAL PARTI: GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation and testing of the Work,including: 1. drip end at roof edges 2. drip flashing over windows 3. termite shield on foundation walls 4. Gutter,leader 1.02 Quality Standards: work shall be done by a fabricator/installer who specializes in application of sheet metal flashing work per SMACNA standards. All work to be conform to applicable state and local codes,and shall provide suitable moisture and air infiltration protection. PART 2:PRODUCTS 2.01 Drip end,drip flashing,termite shield:aluminum. 2.02 Downspout,gutter:almmmuni.white coated, style to match existing. 21 DIVISION 7-THERMAL AND MOISTURE PROTECTION(cont.) 07700 ROOF AND CRAWL SPACE VENTS PARTI: GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation of roof and crawl space air vents. PART 2:PRODUCTS 2.01 Roof ventilation strip: manufactured by Cor-A-Vent,Inc. (tel.800-837-8368)or approved equal. 2.02 Crawl space vents: Metal Louvers with integral insect screen. Provide catalog cuts to Arclutect for approval. PART 3: EXECUTION 3.01 All work shall be carried out to the highest quality of the industry standards and in accordance with manufacturer's specifications. 07900 JOINT SEALANT PARTI: GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services necessary to fpm sh, delivery and install joint sealant inclusive of: sealant for exterior vertical and horizontal wall joints of lot line window; perimeter of mechanical,electrical,and other items that penetrate exterior wall finish interior sealant and joint fillers. 1.02 Quality Standards: Comply with the applicable referenced standards of the American Society for Testing and Materials(ASTM)specified hereinafter. PART 2: PRODUCTS 2.01 Exterior walls: Single component silicone rubber sealant ASTM C920,Type S. Grade HS,and as applicable to joint substrate as manufactured by Dow Coming Corp,Type 790-795,or equal. Color:as selected by Architect. 2.02 Interior walls:Jamb,sills,head of windows,doors,and other openings where similar or dissimilar materials abut and when high movement is not anticipated.One part non-sag acrylic latex sealant; solids not less than 85%acrylic as manufactured by Remco Manufacturing Co., acrylic latex caulk,or equal. PART 3:EXECUTION 3.01 Comply with manufacturer's recommendations for installation and curing. Install sealant to depths as recommended by sealant manufacture. For joints with acrylic sealant,fill joints to a depth in range of 75%of joint width. 22 DIVISION S-DOORS AND WINDOWS 08200 WOOD DOORS PARTI:GENERAL 1.01 Scope of work:including installation of all new wood doors as shown or specified. PART 2: PRODUCTS: 2.01 Customary assembled panel doors,with 1x4 cedar T&G, V grooved siding boards PART 3: EXECUTION 3.01 Examination: Before purchase,verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension. Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Installation: A. Assemble and install doors and frames to match existing. B. Door frames: Set frames plumb,square,and free from twist,in proper relation to wall surfaces. Install shims at anchor/fastener locations so work is not distorted when secured in place.Use finish nails for wood trim. C. Care shall be taken not to mar surfaces in handling and application of doors. Doors shall be hung plumb and straight with proper binding. After hanging,protect doors as necessary from damage. Replace damaged doors. Doors shall be prepared to receive hardware according to door and hardware schedule. Provide necessary clearances at head,jambs and sill. D. Save all unused doors and hardware for Owner. 3.04 Adjusting and Cleaning: A. Adjust door to work freely with hardware functioning properly. Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave doors and glass in a job clean condition. Final cleaning of glass shall be done under Division 1. 3.05 Protection: A. Cover doors and frames during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint, or construction traffic. 23 DIVISION 8-DOORS AND WINDOWS 08500 STORM WINDOWS PARTI:GENERAL 1.01 Scope of work: including installation of storm windows per Window Schedule and as indicated on Drawings. PART 2: PRODUCTS 2.01 Aluminum storm windows(re-use existing,if possible): A. Double-hung storm windows. with muntins to match existing,color white. PART 3:EXECUTION 301 Examination: Before purchase,examine condition of the existing storm window whether it is re-usable or not,and re-use it if possible. Otherwise,before purchase,verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension. Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Delivery, Storage,and Handling: A. Deliver in original packaging and protect from weather. B. Store units in an upright position in a clean and dry storage area. C. Prime or seal wood surfaces, including surfaces to be concealed by wall construction,if more than 30 days will expire between delivery and installation. 08600 WOOD WINDOWS PARTI:GENERAL 1.01 Scope of work: including installation of windows per Window Schedule and as indicated on Drawings,and all finish hardware as shown or specified. PART 2: PRODUCTS 2.01 Vinyl Clad wood windows: A. Casement window with screen,factory assembled as manufactured by Andersen, with "Andersen Classic"operator;Color white for exterior clad, operator, screen frame, with NO muntins. B. Awning window with screen,factory assembled as manufactured by Andersen,with"Andersen Classic"operator;Color:white for exterior clad,operator,screen frame, with NO muntins. C. Flexframe: factory assembled as manufactured by Andersen.Color. white for exterior clad, with NO muntins D. French Patio doors with screen,with NO muntins,factory assembled as manufactured by Andersen. Color: white for exterior clad, screen frame.with polished chrome handle. 2.02 Skvlieht: Stationary skylight,factory assembled,with accessories,as manufactured by Andersen,or equal. 2.03 Glazing: Low E,insulated glass. Use tempered insulated glass as per Specifications and Drawings. PART 3: EXECUTION 3.01 Examination: Before purchase,verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension. Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Delive y, Storage,and Handling: A. Deliver in original packaging and protect from weather. B. Store units in an upright position in a clean and dry storage area. 24 DIVISION 8-DOORS AND WINDOWS(cont) 08600 WOOD WINDOWS(cont) C. Prime or sea]wood surfaces, including surfaces to be concealed by wall construction,if more than 30 days will expire between delivery and installation. 3.03 Installation: A. Install windows according to manufacturer's instructions. Use installation clips for pre-finished units,unless otherwise noted. B. Install sealant and related backing materials at perimeter of assembly in accordance with Section 07900 Joint Sealers.Do not use expansive form sealant. C. Install accessory items as required. 3.04 Adjusting and Cleaning: A. Adjust operable sash to work freely with hardware functioning properly. Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave windows in a job clean condition. 3.05 Protection: A. Cover windows during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint,or construction traffic. 08700 FINISH HARDWARE PARTI: GENERAL 1.01 Scope of work: including all finish hardware as shown or specified. 1.02 Existing hardware in working condition to remain wherever possible. PART 2: PRODUCTS 2.01 Door lock set ScHage S40D,Lever handle, style SAT, 2-3/8" setback,satin chrome finish (626). 2.02 Oval Knob: Ives#IV535,B26D satin chrome finish,or equal 2.03 Magnetic Catch: Stanley#SP45, Aluminum,or equal PART 3:EXECUTION 3.01 Installation: A. Hardware shall be the proper kind for its use and shall fit its intended location perfectly. All details shall be checked by Contractor who shall be responsible for the correct materials being furnished for all conditions. Should it develop that hardware as specified,or for certain locations,is unsuitable because of detail or size of members to which hardware is to be applied, provide in lieu thereof hardware of correct size and design,and obtain Architect's approval of such change. B. Provide suitable templates,together with the approved schedule,to the respective trade,as required,to insure the accurate setting and fitting of finish hardware. C. All hardware shall have the required screws,bolts and other accessories necessary for its installation packed in the same package with the hardware. 25 DIVISION 8-DOORS AND WINDOWS(cont) 08700 FINISH HARDWARE(cont) D. All hardware shall include adjusting tools and instructions as furnished by the manufacturer as standard practice as well as identification regarding locations.Upon completion of the work,the Contractor shall turn over to the Owner all such tools and instructions, including references to specific hardware. E. Mounting heights of new hardware on new door shall be the same as on other nearby existing doors. F. Strip,paint if required,and clean existing hardware before reuse. DOOR SCHEDULE: Opening Dimensions,Type,Products: Door Room !3'-0" th x Height TypwFimsh/Nom I Bedroom "x 6'-0",a rox. Custom made, 1x4 cedar T8G panel door 2 Bedroom "x 6'-8" 2-leaf custom made, 1 x4 cedar T&G panel door Closet 3 Bathroom x 6'-8" Custom made, 1 x4 cedar T&G panel door Lock Functions,Hardware: Door# Room Type Mawfacturer Product He dle Backset Finish .anti 1 Bedroom Lockset Schlage S40D SAT 2-3/8" 626 1 2 Bedroom Oval Knob Ives IV535 2" B26D 2 Closet Magnetic Catch Stanley SP45 1 3 Bathroom Lockset Schlage S40D SAT 2-3/8" 626 WINDOW SCHEDULE: Window Room Rough Opening Product Option Quantity # Location Width x Height 1 Bathroom F-9"x 3'-5 3/8" Andersen Casement CN 135 1 South 2 Bedroom 6'-0"x 6'-8" Andersen French Patio Door Tempered Glass 1 South FWH6068ASR 3.1 Bedroom 3'-0%:"x 6'-8" Andersen Flexthane(top) 1 East (factory mulled) 3.2 Andersen Awning A31 bottom Tem ed Glass 1 4 Bedroom 2'-6"x 4'-0"approx. Reuse existing double-hung window 1 North removed from where the new doorwav to the Bedroom,with new(or existing, if re-usable)storm window SKI Roof 70"x25" Andersen Sk li t S77224 I 26 DIVISION 9-FINISHES 09250 GYPSUM WALLBOARD PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation and/or patching of walls and ceilings as shown on Drawings or specified. 1.02 Quality Standards: Comply with"Recommended Spec. for the Application and Finishing of Gypsum Board," GA-216,by USG,except where more detailed or more stringent requirements are indicated or by the manufacturer's instructions and recommendations. PART 2: PRODUCTS 2.01 Gypsum Wallboard: ASTM C36, 1/2"thick typical unless otherwise noted.Provide boards with long edge tapered for joint treatment. 2.02 Water-Resistant Gypsum Wallboard,ASTM C-630,at all Bathroom walls and ceiling. Provide boards with long edge tapered for joint treatment. 2.03 Galvanized steel corner bead with metal flange and casing bead of beaded-nose flange type, with flange forjoint treatment. PART 3: EXECUTION 3.01 Trim drywall at external comers with corner beads; provide casing beads at edges of drywall, and wherever drywall abuts flush with other wall or ceiling finish. 3.02 Provide flush joint treatment and screw-head treatment for exposed drywall work; Apply tape and compound in not less than three(3)applications,sanding smooth after the last two. 3.03 Cut openings in wall board for electrical devices and other penetrations. All openings to be straight. Maintain close tolerances so that edges will be covered by plates and escutcheons. Cut both face and back paper. Seal sides and back of electrical boxes and phone connectors completely,closing openings and joints with taping compound. 09550 WOOD FLOORING PARTI: GENERAL 1.01 Scope of Work: Including all labor, materials,equipment and services for wood flooring as per specified herein. PART 2:PRODUCTS 2.02 Pine flooring,tong&groove, I x6. PART 3:EXECUTION 3.01 Layout flooring perpendicular to the floor joists. 3.02 Protect finished floor from damage by chemicals, solvents,paint,water or construction traffic. 27 DIVISION 9-FINISHES(continued) 09900 PAINTING PARTI:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete finishes on all exposed surfaces as per specified herein. 1.02 Submittals: Purchase and apply test samples for approval in actual locations of all stain colors F-0"square minimum sample before purchasing required quantities. PART 2:PRODUCTS 2.01 Paint Manufacture: Benjamin Moore,Cabot,Pratt Lambert,Glidden,Fuller O'Brien with Architect's approval. Color to be selected by Architect with Moor-O-Matic II Universal Color System. 2.02 Paint Types: Type: Products: A. Interior Gypsum Wallboard: Latex Flat. - 1st coat: prime Regal First Coat Interior Latex Primer/Underbody(216). -2 coats :Regal Wall Satin(215),color: determined. B. Interior Gypsum Wallboard(Kitchen or Bath): Alkyd Semi-Gloss. - 1st coat:Moor's Latex Quick Dry Prime Seal (201),or Regal Aquagrip(209). -2 coats: Moore's Alkyd Dulamel(207), color:white. C. Interior Wood,Clear Finish: Latex Urethane Low Lustre -3 coats: Benwood Stays Clear(423) D. Interior Wood, Stained: Alkyd Penetrating Stain - 1 coat stain: Cabot oil based interior stain,2000 series,brush apply and rub with cloth. Color: "Moonshadow". E. Interior Wood and Ferrous Metal: Alkyd Satin. - 1st coat: prime in accordance with manufacturer's specification for specific surface. -2nd coat: Satin Impervo(235). color:verify with Architect. G. Exterior Wood,Deck Stain:alkyd raisin and linseed oil base,penetrating deck stain - Stain: Cabot Deck Stain, 1400 series,color 1444"Driftwood Gray" H. Exterior Wood, Weathered: Linseed Alkyd Bleaching Oil. - 1 coat : Moorwood Weathered Wood Finish(083), or Cabott Bleaching Oil. PART 3:EXECUTION 3.01 Verify all colors,including whites,with Architect prior to execution. 3.02 Existing woodwork, including doors,door and window frames and sills,wall molding and base molding,exterior trims, fascias and rake boards,and other surfaces called out to be refinished, shall be cleaned of loose paint,imperfections and holes shall be filled or repaired, sanded and primed. 28 DIVISION 9-FINISHES(continued) 09900 PAINTING(continue) 3.03 Remove hardware and accessories,device plates, lighting fixtures,factory finished work,and similar items,or provide surface-applied protection. Reinstall removed items. Any such item which is lost or damaged during this operation must be replaced with matching item at Contractor's expense. Remove protruding objects and unnecessary wiring. 3.04 Apply painting and finishing materials in accordance with the manufacturer's instructions. Use applicators and techniques best suited for the materials and surfaces to which applied. Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers as required. Sand lightly between succeeding coats. Apply each material at not less than the manufacturer's recommended spreading rate,to provide a total dry film thickness of not less than 5.0 mils for the entire coating system of primer and finish coat for 3- coat work. 3.05 Finish door tops,bottoms,and edges,same as faces,unless otherwise directed. 3.06 Touch up and cleaning: at completion of the work, spots and splattering shall be removed from all finished surfaces. Correct any painting related damages or imperfect by cleaning,repainting or replacing and refinishing. All finished works shall be thoroughly cleaned and left in a neat and perfect condition. Do not use any plumbing fixture or waste pipe for disposal of any material. Finish Schedule: Exterior Part Description Wall Shingle Clear cedar bleaching oil Section 09300 Type H Fascia Clear cedar bleaching oil Section 09300 Type H Foundation wall Pared Pergola Lattice CCA bleaching oil section 09300 Ty H 4x4 Column Cedar bleaching oil Section 09300 Type H Steps Treads Construction Grade cedar,stained,Section 09300 T p G Stringers CC A,stained,Secaon 09300 Ty G Railing Construction Grade cedar,stained,Section 09300 TypeG Room Floor Base Trim Wall Ceiling Note Bedroom Pine flooring, White pine painted White pine painted GWB painted GWB painted Doors:Cedar siding. polyurethane Sec.09900 Type E Sec.09900 Type E Sec.09900 Type A Sec.09900 Type A Stained,sec.09900 Type D See.09900 Type C Collar Beams:sanded mid stained,sec.09900 Type D N/A Cedar,stained Sec Cedar siding. 09900 Type D stained, Sec.099001'ype D Bathroom As existing As existing White pine WR.GWB painted WR.GWB Shelf:painted wood. While pine painted painted sec.0990o Sec.09900 Type B painted Sec.09900 Tvpe E Sec.09900 Type E Type E Style to Sec.09900 Type B match existing 29 DIVISION 15-MECHANICAL 15050 MECHANICAL PARTI.GENERAL 1.01 Drawings: A. Drawings are diagrammatic and indicate the general arrangement of systems and work required. Do not scale the Drawings. Consult the Architectural drawings and details,and the drawings of other trades,for exact location of equipment. B. Drawings shall be used in layout of work. Check reference drawings to verify spaces in which the work will be installed.Maintain maximum headroom and space conditions. Where headroom or space conditions appear inadequate,Architect shall be notified before proceeding with installation. C. If directed by the Architect,make minor modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. D. Coordinate the work with the requirements of architectural and structural drawings for dimensions,locations and clearances. Locations of items exposed to view shall be taken from the architectural drawings or located as directed. 1.02 Coordination with Other Trades A. Closely schedule the work so that work will be installed at the proper time without delaying the completion of the entire project. B. Where the work will be installed in close proximity to the work of other trades,or where there is evidence that the work will interfere with the work of other trades,arrange space conditions to make a satisfactory adjustment.If work is installed before coordinating with other trades,make necessary changes to the work to correct the condition without additional cost to the owner. C. The mechanical contractor shall prepare and submit for approval terminal point to terminal point, completely coordinated and integrated wiring diagrams for all wiring requiring field installations by the electrical contractor. 1.03 Codes, Permits and Inspections A. All work shall meet or exceed latest requirement of national,state,county, municipal and other authorities exercising jurisdiction of the work of this project. B. Any portion of the work which is not subject to approval of an authority having jurisdiction shall be provided in accordance with national fire protection association requirements. C. Comply with applicable utility company rules and regulations. D. Comply with occupational safety and health act(OSHA)requirements. E. Secure permits and inspection certificates and transmit same to the owner at the completion of the work. 1.04 Verifying Existing Conditions,Removals and Alteration A. The contractor shall visit the premises to determine existing conditions and compare same with drawings and specifications and satisfy himself of all conditions prior to the submission of a bid proposal. No allowances will be made for the failure to comply with these requirements and a bid proposal shall be construed as evidence he has done so. 1.05 Removals and Alterations A. The contractor shall remove, relocate, replace, adjust,adapt and modify existing equipment and/or systems as required when such work is uncovered and found to interfere with completion of work in this contract or other contract work. B. All removed equipment and material shall be removed from the project site,or to a location as directed by the owner. 30 DIVISION 15-MECHANICAL(continued) 15050 MECHANICAL(continued) 1.06 Identification of Equipment and Control A. All equipment shall be stenciled or labeled with lamacoid plates screwed thereon which shall indicate systems service. B. All piping systems shall be identified as to their contents and direction of flow with PVC piping bands on a maximum of 30 feet on straight runs and valve locations. C. All valves shall be tagged with 2"brass plated tags and chains and valves chart schedule framed and wall mounted where directed. D. Motor starters shall be provided with lamacoid plates which indicate system served. 1.07 Provide operation and maintenance manuals for all equipment. Perform a lesson labeling session with Owner for operation of the installed equipment,systems and controls. 1.08 Special Conditions A. The contractor shall schedule connection to existing systems at a time that will be convenient for the client and cause minimum disruption to all parties involved. 15250 MECHANICAL INSULATION PART L• GENERAL 1.01 Scope of work: including all labor,materials and services necessary for the installation of thermal insulating material around exposed piping and new ducts at all Cellar spaces. 15400 PLUMBING PARTI:GENERAL 1.01 Scope of work: Including all labor,materials,equipment and services for complete installation, testing and proper operation of the existing and new systems and work specified,shown or as reasonably implied;including but not limited to the following: A. Relocation of existing vents,as required. B. Installation of Non-freezing Hose Bib PART 3:EXECUTION 3.01 Unless otherwise noted,Contractor shall provide all equipment and fixtures with necessary connections,fittings,trimmings,valves,supports,vents,access panels,protection and covering required, specified,or indicated on the Drawings. Plumbing and drainage work shall be done in strict accordance with the applicable requirements and approval of jurisdictional authorities,as well as all applicable building Hiles and regulations. 3.02 The size of the piping and vents shall be as determined by the local codes and regulations for plumbing and drainage,and all fixed Hiles of installation,as set forth in the rules and regulations. 31 DIVISION 15-MECHANICAL(continued) 15500 HEATING PARTI: GENERAL 1.01 Scope of work:Including all labor,equipment,materials and services necessary for the complete installation,testing,balancing and proper operation of the systems for new and existing overall house,and work specified,shown or as reasonably inferred,including but not limited to the following: A. Prior to the Bid, Contractor to visit the site and evaluate the existing forced air heating system. including but not limited to the evaluation of existing system capacity, such as electrical service capacity,furnace capacity,air handler capacity,and balancing capability for the overall house. The bid shall be based on each Bidder's evaluation. B. Prior to any purchase or execution,submit a proposal for the Forced-Air Heating System,and as required,rearrangement and up-sizing of system. Such submission shall include: 1. Specifications for each new system component, including performance data,dimensions and appearance, if additional equipment are required. 2. Sheet metal ductwork diagrams and layouts. 3. Electric wiring diagrams,automatic control diagrams,and sequence of operation. C. The contractor shall remove, relocate, replace,adjust,adapt and modify existing equipment and/or systems as required when such work is uncovered and found to interfere with completion of work in this contract or other contract work. D. Furnish and install a complete Heating system, including additional equipment,ducts, diffusers,grilles and registers,pipes,and automatic temperature controls. PART 2: PRODUCTS 2.01 Sheet Metal Duct Work: A. All high and low pressure ducts shall be galvanized steel, 28 gauge minimum, except where otherwise specified,with gauges,bracing and construction in accordance with the latest SMACNA duct manual standards,drive slips and snap lock connections are not permitted. Total air volume for low pressure duct systems shall be at least 95%of fan supply when measured by duct traverses taken with a pitot tube and water manometer. B. All low pressure supply, return and exhaust ductwork shall be fabricated in accordance with SMACNA standards for 2" WG construction. C. Air diffusers and grilles shall be located in conformance to architectural plans,where so indicated. D. All new and existing low pressure ductwork shall be taped and sealed with duct sealant to maintain a leakage rate of no greater than 5 percent of air volume. 2.02 Grilles,Registers and Diffusers A. Air supply registers shall be provided with adjustable face louvers parallel to the long dimension. Provide key operated opposed blade dampers fixedly attached to the grilles. B. Air return grilles and registers shall be provided with fixed face louvers parallel to the long dimension and set at 45 degree angle. For registers,provide key operated opposed blade dampers fixedly attached to the grilles. C. All air outlets shall be steel and shall be factory painted with acrylic white enamel paint finish or other color as directed by architect. D. All ceiling type air diffusers shall be provided with equalizing deflector and volume dampers. 2.03 Electrical Automatic Temperature Control: as manufactured by HONEYWELL, JOHNSON or ITT-PENN CONTROLS. 32 DIVISION 16-ELECTRICAL 16050 ELECTRICAL PARTI:GENERAL 1.01 Scope of work: Including all new connections,distributions,wiring and switch legs as required for outlet and lighting on Drawings;including general convenience receptacles as indicated on Drawings;including separate circuits and wiring for all items of mechanical equipment; including all lighting fixtures,fans,appliances,cable TV and telephone wiring;including fireismoke detector/alarm system. 1.02 Permits and Certificates A. Prior to proceeding with any installation,prepare and submit to the proper authorities,for their approval,all required documentation.Provide all necessary notices,obtain all permits and pay all local, state and federal taxes,fees and other costs in connection with the work. B. The contractor shall be responsible for performing all controlled inspections required by applicable Administrative building Code. 1.03 Coordination with other trades: A. Closely schedule the work so that work will be installed at the proper time without delaying the completion of the entire project. B. Where the work will be installed in close proximity to the work of other trades,or where there is evidence that the work will interfere with the work of other trades,arrange space conditions to make a satisfactory adjustment.If work is installed before coordinating with other trades,make necessary changes to the work to correct the condition without additional cost to the owner. C. The electrical contractor shall install all wiring for the mechanical systems requiring field wiring,according to the wiring diagrams provided by the mechanical contractor. 1.04 Install smoke,fire,heat,and/or CO detectors,complying with all applicable codes,including existing and renovated area. Submit layout and appropriate type for each detector. The bid shall be based on each Bidder's evaluation. PART 2: PRODUCTS A. Local wall switches: 1. Install flush type tumbler switches at each switch outlet,grouped in common faceplate,where two or more are shown together. 2. Install switches so operating lever is down when switch is in"off' position. 3. Leviton toggle switch,#1200 series,white color,or equal. 4. Dimmers: Leviton 6641 series toggle dimmers,white color,with stainless steel cover plate as specified. B. Duplex Convenience Receptacles: 1. Leviton#5262-W,or#5362-W, white color or equal. 2. Leviton Decora series Ground Fault Circuit Interrupter(GFCI)receptacles, 46598-W,white color,or equal. C. Cover Plates: 1. Provide for each outlet installed,Leviton standard,stainless steel. 2. Where two or more switches or devices are indicated at one location,mount under common plate. D. Bathroom Fan: Ceiling mount bathroom fan with grill,Nutone#671,with 4"duct,with roof cap #841-AL by Nutone,or equal. 33 DIVISION 16-ELECTRICAL(cont.) 16050 ELECTRICAL(cont.) PART 3:EXECUTION 3.01 General: A. Provide electrical hook-up wiring power requirements for receptacles,lighting,appliances.and mechanical equipment shown on the respective Drawings. All wiring shall be fully concealed except as noted. B. All service entrance and metering will be in accordance with the National Electrical Code,local codes and utility company requirements. Verify capacity of existing service with new load requirements,prior to bid submittal. C. Notify Architect of condition of existing wiring of any outlets not functioning or illegal. Comply with all appropriate municipal and regulatory agencies,codes and requirements. D. Obtain Board of Fire Underwriter/Licensed Electrician Certificates for wiring. E. Inspect existing circuit breakers. Add additional circuit breakers to the service box as necessary to correct improper,unsafe wiring. F. All existing circuiting shall remain intact for reuse as shown. G. All outlets within 6 feet of wet areas shall be Ground Fault Circuit Interrupter(GFCI.),unless otherwise noted. H. Install all appliances on separate circuit. I. Before the rough wiring,verify at the site all outlet locations with Architect and Owner. J. Provide new outlets and wiring as indicated on Drawings. K. All new and existing lighting fixtures to be circuited to wall switches. 3.02 Typical location of switches and outlets: A. New switches to match height of existing,or locate at 48"or 42"AFF,unless otherwise noted. B. New receptacles to match height of existing,or locate at 18"AFF,unless otherwise noted. C. Locate all receptacles so that the long dimension of the faceplate is perpendicular to the floor unless otherwise noted. D. Locate all switches so that the long dimension of the faceplate is perpendicular to the floor unless otherwise noted:Locate all switches so that the centerline of the faceplate is 5"from the finished edge of adjacent door openings or edge of wall unless noted otherwise. E. Where multiple switches are ganged behind a single faceplate,locate the centerline of the switch closet 5"from the finished edge of adjacent door openings or edge of wall unless noted otherwise. 34 DIVISION 16-ELECTRICAL(cont.) 16500 LIGHTING PARTI:GENERAL 1.01 Scope of work:Including all new lighting fixture,lamps, switches,and control wired ready to use. PART 2:PRODUCTS 2.02 Li¢ht Fixture Tvoes: Type A: Ceiling mount 2 wire lighting track and low voltage fixture,color white,#LHT808,by WAC Lighting,with 75W 12V MR16. Type B: Wall mount wet location lighting fixture,#4734 (2-lights),by Lightolier,with 60W At Type C: Wall mount exterior fixture#P5206,by Progress,with 100W PAR-38. LIGHTING FIXTURE SCHEDULE: Room TM- QuanhCr Note Bedroom Type A 3 on a 8-foot track Bathroom Type B 2 Exterior Type C 1 WAC: contact SUFFOLK LIGHTING: Suffolk,NY 631 283 4800 35 BUILDING PERMIT REVIEW CHLC:K Applicant/ ANWE IAAekAy Date Owners Name: Reviewed: O Architect/ Date Engineer: i deck R(�11`LVM 1 , �.A • Submitted: 10 ae�0o SCTM fl: District: 1 000 Section: BlocL 03 Lot: Og ProjectSubdivision 1 Location: 5th ' o 1e )- 2.�� A2k Name: QP. �S �k1l.lS Single & separate Required n D ' certification: {Yes/No l A >1"r'l o0 Req. Req. ^ �9 Zoning District: LAO 11,01 size:40i Doo Actual:oZ,gIg-41-1 (tot coverage Q0 fi/r/C Piopoxed �.`C Req. ( 331 C Req. �s I �a Req t Ob (f=ront Yard '110O Proposed: ` [Side Yard Pt roposed: 33 1 (Rear Yard —15*0 Proposed 1 3 3 (ee(' Z5A-ik 4 q ) (3 Project Description: (.U��(/k� AGENCI,. ERMITS Permit REQUIRED FOR REVIEW N.A. / NO YES Number Suffolk County Health Dept. New York State D. E. C. ✓ Town Trustees Town Zoning Board approval: ✓ *��o NOT Town Planning Board approval: ✓Ect Flood Plane Elevation??? Flood Zone: Zo n E %Ike- Notes: t G g 7•oTA•L Stt• F�o?'!r ��6 no c>+ — 0 SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD ao� 4) SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 13-03-08 q .moi roll-0� s, SCALE 1 "=20' v V ' 1°f °' Tr., SEPTEMBER 29, 2000 :.4 ` P/ OCTOBER 12, 2000 ADDED PROPOSED ADDMON / a F _ 15L w O /g6• _./� AREA = 25.418.71 9q. ft. r+ y •/ 0.584 as a. _�.. . � • � 6600 $ V \ ? j'/ boy -_ V fM 261. 0 ✓�T���O / \\\` 1y A1�o E� pS \ 1?�0 6 caPNs OF 116 Nw NIIT iFAWRc ' 9FM i>ti. R$p0 roams n�s r BE c�pomm S A N°DM m Riff r AIM61 HE I� 11roE PREP LAWS 1%IpN. A9fIDN 1NfRE u T 10✓%E. g1go � � wA ARE NOT ED. 9PREPARED FANYN✓oSNpIRf.C4Vm1WaE YA1H NES FOR SUCH�5 B/ NEW Y0 STATE Joseph A.`A aA Land Surveyor INhe +✓...J+ $NbdYIHW,a — She (HYIIB — .Ml.r...^.II wl.^O PHONE (631)727-2090 Fax (631')727-1727 o_ OFF106 LOCATED AT MA1LW0 AOORE95 _ N.Y.S. Uc. No. 49668 - 1350 ROANOKE AVENUE P.O. Box 1931 RNERNEAD, New Yak 11901 WmrhRd, New Yak 11901-090.5 I i � ) k � I TrtCE O I � _ PROVIDE OPENIN —_- -- — EMERGENCY ESCAPEIAS -- SINK n J� t ' REQUIRED BY PART. 714 Of -- - N.Y. STATE BUILDING CODE.----------- - ., occuPA�lcY o2AP RO ED AS NOTED - _ DATE: 8 /3DB B.P. A �7ss/� USE IS UNLAWFUL ,0 FEE: 7S BY. WITHOUT CERTIFICATE �P pi I NOTIFY BUILDING DEPARTM T T } } 1 Lvj 765-1802 9 AM TO 4 PM FOR THE N FOLLOWING INSPECTIONS:- OF OCCUPANCY 1. FOUNDATION - TWO REQUIRED _ 10 FOR POURED CONCRETE I -' 2. ROUGH - FRAMING & PLUMBING - '_ S}.�F I 3. INSULATION UPJDERWRIEQUIRCERTIFICATE 4. FINAL - CONSTRUCTION MUST REQUIRED BRED A/�C - BE COMPLETE FOR C.O. Ail AR// y>1 \\el ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. PROVIDE SMOKE DET STATE CONSTRUCTION & ENERGY ALARM DEVIC � ` If Capper tubing is used AS TD PART 72 �I I g CODES. 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