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Home My WebLink About44130-Z �FF0�1 0�0 loy Town of Southold 1/17/2020 o t' P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41010 Date: 1/17/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2600 New Suffolk Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-9-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/21/2019 pursuant to which Building Permit No. 44130 dated 9/5/2019 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: TOWER ADDITION(THIRD STORY ADDITION IS UNFINISHED,ONLY ACCESSED FROM THE EXISTING ATTIC AND WILL NOT BE USED AS HABITABLE SPACE), TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR, PER HPC APPROVAL,ZBA DECISION#7200,DATED 10-18-2018,AND STATE PETITION #2019-0168 DATED 07-25-2019 The certificate is issued to Harper,Robert&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44130 12-23-2019 PLUMBERS CERTIFICATION DATED AuthogeV Si at e y^FU TOWN OF SOUTHOLD OF t BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44130 Date: 9/5/2019 Permission is hereby granted to: Harper, Robert 2600 New Suffolk Ave PO BOX 1590 Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Landmarks and state variance. At premises located at: 2600 New Suffolk Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-9-3 Pursuant to application dated 8/21/2019 and approved by the Building Inspector. To expire on 3/6/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $242.00 CO -ADDITION TO DWELLING $50.00 Total: $292.00 Buil g Inspector Norm Ivo o TOWN OF SOUTHOLD BUILDING DEPARTMENT i TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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: ith accurate location of a((buildings, property lines, streets,and unusual natural or I_ Final survey of property w 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 1% 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, 1.957) non-conforming uses, or buildings and"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 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 i Date. I New Construction: V / Old or Pre-existing Building: (check one) Location of Property: �C�� t� 1 �VFFM `� 1< AVE. MATTl VOK House No. Street Z g Hamlet Owner or Owners of Property: zT CATS Ell d�F Suffolk County Tax Map No 1000, Section 15 Block -` Lot Subdivision Filed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted: $ �v c AOtSignare I I I pE SOV�y®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c sean.devlin(c�town.southold.n us Southold,NY 11971-0959 ec° �® y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Harper Address. 2600 New Suffolk Ave city Mattituck st: NY zip- 11952 Building Permit#. 44130 Section: 115 Block 9 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO Other Equipment Notes: Wiring for New Tower Inspector Signature: ti Date: December 23, 2019 S Devlin-Cert Electrical Compliance Form.xls � i o�aOF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL "[ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH)` [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7t; b G DATE el INSPECTOR OF Sall # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ "FINAL [" "] FIREPLACE & CHIMNEY =[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - *y0e& ell -DATE INSPECTOR pF SOOI V 12,600 N�� V/_/ 07 how � 3 # # TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAUL-KING. [ ] FRAMING /STRAPPING [ ] FINAL [ ` ] FIREPL"ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ' ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)` [ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS: DATE 2i Z INSPECTOR ✓-- / ' 4ati3o Robert W. Brenner, Architect 1120 New Suffolk Avenue, Mattituck, New York 11952 Telephone 631.965.7738 November 4, 2019 Town of Southold Building Department Southold Town Annex Southold, NY 11971 Re: Harper Residence Tower Reconstruction, 2600 New Suffolk Avenue, Mattituck, NY To the Building Department: This letter is to certify my field observation of the wood framing and critical load path strapping of the walls and roof of the reconstructed Tower Third Floor of the above-referenced project. To the best of my knowledge, based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed,under the current Residential Code of New York State. Sincerely, NOV - 4 2019 Robert W. Bre ' er; .A. r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ., �H ------------------------------------- UnC FOUNDATION(2ND) �I z � o rA , H ROUGH FRAMING& y r PLUMBING "�'' LA i u � INSULATION PER N.Y. "3 STATE ENERGY CODE fl I'I 'd�ISe,GOF VITA %fff �.. IIS FINALAv ADDITIONAL COMMENTS � o C' = - q 12cl etady-)C, o Slab Z c,r H � z ro� b 110WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST �UILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans 'STEL: (631) 765-1802 Planning Board approval ]FAX: (631) 765-9502Survey 9outholdtownny.gov PERMIT NO. 2U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit I3xamined ,20-4 �`" Single&Separate �f� " j�rr Truss Identification Form ® Storm-Water Assessment Form AN 2 Contact: Approved Mfti�to: Q qeA ' VA-Coney- Disapproved Disapproved a/c �, `' •' ``: , y ® Phone 3 0 9 iv 5— V Expiration ,20 D,/ -17— ! '�''� � �" I ' 1 Bu' nspect .®a AUG 2 1 2019 APPLIILDIN xx` �4I I2Z J b • Date �� a 20, Bq .DN 'OI�.3+ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. Ie.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - ' , f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing c de, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. N L___11 _ t Avmkz ( gna e of ap lican or name,if a corporation) •Pd PDX �5� .� MAITI`."iIGK i� o t�a52 (Maili g address of applicant) I I State whether applicant is owner, lessee, agen architect, engineer, general contractor, electrician, plumber or builder (Name of owner of premises 19:L— � (As on the tax roll or latest deed) lIf applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I 11. Location of land on which proposed work will be done: .�; House Number Street _ Hamlet„t- County Tax Map No. 1000 Section ,Block -----1,',0( Lot I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ORE FAM i L.~( JgE51MIy GF b. Intended use and occupancy 0t4E FA-M)L�r P2,65)XM C REG�tJ�`1��•'d d�'tJ i 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost Fee �,�4 j ffi p j F paid on filing this application) 5. If dwelling, number of dwelling units ONE, Nuimber'of dwelling Uinits,on each floor If garage, number of cars L t `' i '' >ar,^ 6. If business, commercial or mixed occupancy, specify n"atute and extent of each type of use. ;5*va 7. Dimensions of existing structures, if any: Front F Rear ;.-s Depth Height Number of Stories Y. _ 5A 6 AV Dimensions of same structure with alterations or additions: Front Rear- Depth Height Number of Stories '8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories �j 9. Size of lot: Front Rear Depth Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated +0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO liT ,�iJ� G lnl AVS MAT-fl-TOCK TOCK N 14. Names of Owner of premises Address 2606 �� '�` Phqne No. '204-2 Name of Architect ISO&fP__T 1a/, `9r,0415: Address re/ WA X55 MATV-fVAjPhone 1q0 52' 6N,�n�S'1`730 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF W." EigeN I JL4___ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, /He is the A (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day oV1 20 B19 TRACEY L. DWYER A NOTARY PUBLIC,STATE OF NEW RK Notary Publ'5J4UR" 0( W6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 31, 2018 TO: Robert&Catherine Harper 2600 New Suffolk Avenue Mattituck,NY 11952 Please take notice that your application dated January 12, 2018 For permit to make additions and alterations to an existing dwelling at Location of property 2600 New Suffolk Avenue, Mattituck,NY County Tax Map No. 1000—Section 115 Block 9 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction on this conformingipermitted pursuant to Pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. Furthermore the proposed construction is not permitted pursuant to Article IV, Section 280-18, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,[11 with the same force and effect as if such regulations were set forth herein in full." Bulk schedule limits urges to 2 1/2 stories. The proposed construction constitutes a third sto r F Autho' d Signa re Note to pp 'cant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File, ZBA, HPC FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 31, 2018 RENEWED: June 13,2018 TO: Robert&Catherine Harper 2600 New Suffolk Avenue Mattituck,NY 11952 Please take notice that your application dated January 12, 2018 For permit to make additions and alterations to an existing dwelling at Location of property 2600 New Suffolk Avenue,Mattituck,NY County Tax Map No. 1000—Section 115 Block 9 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction on this conformingipermitted pursuant to Pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. Furthermore the proposed construction is not permitted pursuant to Article IV, Section 280-18, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,LlI with the same force and effect as if such regulations were set forth herein in full." Bulk schedule limits stru 1/2 stories. The proposed construction constitutes a third sto . Authon re Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File,ZBA, HPC 'BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson OF S0UTyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes C01, Town Annex/First Floor, Robert Lennert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��ycou Southold,NY 11971 ODT ; , �' . r- 11 http://southoldtownny.gov RECEIVED �1 ;Z C- ONING BOARD OF APPEALS t Ti l�d 10:00 J4Wl OCT- TOWN 2 5 201 TOWN OF SOUTHOLD OCT 2 5d01" Tel.(631)765-1809•Fax(631)765-9064 Southold Town Clerk FILINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 18,2018 ZBA FILE: #7200 NAME OF APPLICANT: Robert& Catherine Harper PROPERTY LOCATION: 2600 New Suffolk Avenue,Mattituck NY SCTM: 1000-115-9-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 6, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming .588 acre rectangular lot located in the R-40 Zoning District consisting of 25,593 square feet. The residentially developed parcel measures 120.28 feet along New Suffolk Avenue then runs south 224.34 feet along agricultural lands to the east, with a southern lot line measuring 121.88 feet and a western lot line measuring 200.98 feet; the subject property is surrounded by three residentially zoned Agriculturally used properties owned by the same neighbor. The lot is improved with a two- story frame house with covered front and side porches, a brick patio, bluestone driveway and a detached barn/garage, as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and dated March 9, 2018 and amended June 1,2018. BASIS OF APPLICATION: Request for a Variance from Article IV, Section 280-18 and the Building Inspector's June 13, 2018, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1)more than the code required maximum allowed two and one- half(2-1/2) stories; at: 2600 New Suffolk Avenue,Mattituck,NY. SCTM#1000-115-9-3. RELIEF REQUESTED: The applicant requests a variance to reconstruct an octagonal third floor tower measuring 11.4 feet by 11.4 feet,with a mean roof height of 33.8 feet and consisting of approximately 105 square feet of area, to the existing residential structure's attic,where a tower once stood. ADDITIONAL INFORMATION: Included in the applicant's submission is a copy of the Certificate of Appropriateness, Resolution #5.15.18.2, dated May 15, 2018, issued by the Town of Southold Historic tt v • Page 2, (i'ctober 18,2018 #7200,Harper SCTM No. 1000-115-9-3 Preservation Commission for the reconstruction of the dwelling's original tower and the restoration of the original front porch. Twelve letters were received from various members of the community in support of this application; most notably, letters were received from the immediate neighbor, who owns the farm estate surrounding the subject property, the Chairman of the Town's Historic Preservation Commission, a well-regarded local historian and member of the Historic Preservation Commission, the President of the Mattituck-Laurel Civic Association, the President of the Mattituck-Laurel Historical Society and Museums, a former resident of the subject property and others. Additionally, at the hearing, the applicants' shared their passion to preserve the history and character of their home and to enhance and contribute to maintaining local historical buildings,the streetscape and the community at large. The applicants' wish to recreate a third-floor octagonal tower, which was original to the house when built in 1873. The tower was destroyed by fire in 1948 and while the roof was repaired afterwards,the tower was not rebuilt. The applicants' have spent the last two decades restoring the residence and voluntarily added the property to the Town's Register of Historic Landmarks. The applicant also cited several residential structures in Town with `towers', including 625 Calves Neck Road, 225 Harper Road both in Southold and a similar historic residence on Wickham Avenue in Mattituck. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 4,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. New Suffolk Road is among the oldest streets in the community, running parallel and south of Main Road, between the hamlets of Mattituck and New Suffolk. While the road once passed through mainly agricultural lands and large residential properties, today, the streetscape is dotted with a variety of housing styles taking advantage of the unique coastal terrain, water views and remaining farm or estate properties. It is among the most beautiful of streets,featuring mature trees, open vistas, and a variety of housing styles, sizes and ages. The subject properly is among the oldest residences in the area and sits on a knoll overlooking Lake Maratooka to the north and is surrounded by a large, farm estate. Visible from the road, the addition of a third floor tower will enhance the streetscape and reacquaint passersby with the community's architectural heritage and restore a structure built prior to current zoning and is in keeping with similar structures found in the Town built in the late 19`''century. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject residence was constructed well before current zoning and requires a variance in order to rebuild part of a structure lost to fire nearly seventy years ago. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, when the structure was originally built the tower existed and the applicant is requesting to recreate the structure with an area of approximately 105 square feet. Moreover, the applicant is not proposing to condition the added tower, labeled on the building plans as "non-habitable space" and indicated access to the tower via a narrow stairwell at the opposite end of the added space. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. P.4ge.3,October 18,2018 #7200,Harper SCTM No. 1000-115-9-3 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a single-family residence consisting of a tower measuring 11.4 feet by 11.4 feet with a mean roof height of 33.8 feet while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor, dated March 9, 2018 and amended June 1, 2018 and shown on the architect's plan labeled pages 1-7 prepared by Robert W.Brenner,AIA, dated May 19,2018. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopt (5-0). t Leslie Kanes Weisman Chairperson Approved for filing/0 / /2018 STATE OF NEW YORK ,6EPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ;,• fg'�` ;�1 r ., i ROSSANA ROSADO WWW DOS NY GOV t �1 ii SECRETARY OF STATE ----------------------------------------------- �nl/ In the Matter of the Petition of: AUG P 6 ISION Robert & Catherine Harper For a Variance to the New York State rUR - Uniform Fire Prevention & Building Code � � ,4V y �,yP-ETITdQVN NO. 2019-0168 Upon the application of Robert& Catherine Harper, filed pursuant to 19 NYCRR 1205 on March 18, 2019, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to a vertical third story addition to an existing one-family dwelling, 2 stories in height, approximately 4,151 square feet in area and located at 2600 New Suffolk Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Relief is requested from: ` 2017 Uniform Code Supplement of New York State, Section AJ802.3, which requires that: Buildings shall be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13D whenever: 1. a vertical addition is made to a building to create a third story above grade. 2. a habitable attic is added above an existing second story or third story above grade plane, or 3. the floor area of a legally existing third story above grade plane is increased by more than 10 percent. [The petitioner requests relief to allow a vertical addition which will create a third story without the installation of an automatic sprinkler system installed in accordance with NFPA 13D throughout the entire building.] FINDINGS OF FACT 1 The petition refers to the construction of a third story to an existing historic one-family dwelling. 2. The dwelling in question was constructed around 1873. At that time, the building had a three-story octagon shaped tower on the front which was the focal point of the building.According to the Architect involved with this project, the top story of the tower was destroyed by a fire in 1948. To repair the NEW YORK Department STATE OF OPPORTUNITY_ of State Petition No 2019-0168 ,,*age 2 damage, a roof that architecturally matched the existing second story roof, was constructed over the remaining two stories of the tower. 3 At this time, the current owners wish to reconstruct the third story of the tower to restore the original appearance of building. 4 Although the exterior of the proposed third story tower addition will be finished on the exterior, the interior will remain unfinished and will not be used as habitable space. 5. The unfinished third story will only be able to be accessed from the attic,will have no other connection to the finished second story below and will only be an extension of unfinished attic space_ 6. Because of the historic nature of this building including the trim, finishes and furniture, as well the difficulty of running water lines through the existing building, the Petitioner feels that installing an i automatic sprinkler system, either full or partial,would be both physically and economically infeasible. 7. Part of the reasoning for installing an automatic sprinkler system throughout a three-story dwelling is to give occupants more time to exit a building if it becomes involved in a fire. Because the third story will not be occupied, there will only be occupants on the first and second stories of the building. As per the current 2017 Uniform Code Supplement, an automatic sprinkler system is not required in one or two-story dwellings. 8 It is proposed that the third story addition will have smoke detecting alarm devices interconnected to alarms in the existing dwelling. 9 The local code enforcement official has been consulted in this matter and does not object to the granting of a variance under the provisions of 19 NYCRR 1205.6. CONCLUSION OF LAW The proposed variance will not substantially adversely affect the Code's provisions for health, safety and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties, economic hardship, or would otherwise be unwarranted because such would be unnecessary in light of alternatives which, without a loss in the level of safety, achieve the jintended purpose of the code. r Petition No 2019-0168 +Vpge DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from the 2017 Uniform Code Supplement of New York State, Section AJ802.3, to allow a vertical addition which will create a third story without the installation of an automatic sprinkler system installed in accordance with NFPA 13D throughout the entire building , be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That the third story addition will be unfinished, only accessed from the existing attic and will not be used as habitable space. 2. That the third story addition will have smoke detecting alarm devices interconnected to alarms in the existing dwelling. 3. That the addition and associated alterations will meet all other applicable provisions of the Uniform Code. This DECISION is issued under 19 NYCRR 1205.6. Unless objected to by the petitioner in a writing received by the department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of t " pplication. John Ad ario PE, Director Divisio f Building Standards and Codes DATE- 07/25/2019 RAS: nc 1 i `.t d - w James Garretson,Chairperson A • `t`` Town Hall Annex Anne Surchin,Vice Chair '�Ql �.so' 54375 Route 25 Donald Feiler i PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission May 15, 2018 RESOLUTION #5.15.18.2 Certificate of Appropriateness RE: 2600 New Suffolk Avenue,Mattituck, SCTM# 1000-115.-9-3 Owner: Catherine and Robert Harper RESOLUTION: WHEREAS, 2600 New Suffolk Avenue,Mattituck,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicant's architect submitted a proposal outlining the scope of work, which included the reconstruction of the home's original tower and the restoration of the original front porch, and, WHEREAS, the applicant's architect presented commissioners with an outline of the project during a pre-submission conference on December 19, 2017, and, WHEREAS, a public hearing was held on February 20, 2018 and again on May 15, 2018, where the applicant's architect submitted final drawings of the scope of work and outlined the project for the commission, and, WHEREAS, Commissioner Harper(owner/applicant)recused himself from the hearings, deliberation, and vote because of his involvement in the project. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A) of the Southold Town Code and, �a BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Webb SECONDER: Commissioner Surchin AYES:Feiler, Garretson RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. c 4z)111�j " Signed• Damon Peter Rallis,Application oordinator for the Historic Preservation Commissi®n Date: Note: Applicants should review CoiII.-nissioll Standards before planning work `Lo insure that the application conforms to these requirements. 1. APPLICANT Address�� Telephone/email/fax: 2. PROPERTY Owner's Nam Address.. Xle iz Telephone/e-mail/fax: lao,11.,je, 4r-, Tax Map Number: /�,-- Date Acquired by Current wner. i Status: Local Landmark (Tin Local. andm rk District ( ) On National Historic Register or in NHR Dist. () Use: CurrepK.-;7 Proposed: 1 v d 3. PROPOSED WORK Scopf R n f r Wo c Architect/Engineer Contractor: Construction Schedule: TOVVM 01: _Q01 ITW)l n t41_qTnP1(- PP1=_qF=PVAT1nM APPLICATION Main Road, Southold, NY. All applications must have a representative at the hearing in order to be re- viewed. Questions? Call Historic Preservation Commission (631) 765-1800. Date: Property Address: 6d ddresW6d k e�& Z Owners Na %/ Sections of local -laws authorizing review by the Historic Preservation Commis- sion of proposed work on designated town landmark properties are in Chapter 56 of the Southold Town Code. Categories of Proposed Work 0,Repair 0 Sto/m Windows & Doors ,Alteration WAdditio' ns & other lyyainting new construction Cg'Roofing 0 Signs Please attach a detailed description of the proposed work to the application. At the earliest stage of planning of the proposed work, the applicant should contact the Chairman-or Secretary of the Commission in order to establish a dialogue of the proposed work. I understand and agree that no work on this request shall commence until written approval has been given by the Building Inspector if a Building Permit is required. Own 'A�ig n a 7 e.' ��atd' 9our Uniq,,,y�� y ,r 9� LOUM�o r LL116L`JCAK F19 VATION Ted Webb,Chairperson Town Hall Annex Anne Surchin,Vice Chair 54375 Route 25 Robert Harper PO Box 1179 James Garretson Southold,NY 11971 Joe McCarthy Fax(631)765-9502 Mariella Ostroski Telephone:(631)765-1802 Tracey Dwyer,Administrative Assistant www.southoldtownny.gov CERTIFICATE OF COMPLETION January 17, 2020 Robert and Catherine Harper 2600 New Suffolk Avenue Mattituck,NY 11952 (SCTM#1000-115.-9-3) This letter is to certify that you have completed your project to the satisfaction of the Southold Town Historic Preservation Commission in accordance with your Certificate of Appropriateness, issued May 15, 2018. Should you have any questions, feel free to contact me at the number above. Sinc erely, Tracey L. Dwyer Administrative Assistant Southold Town Historic Preservation Commission CC:file, applicant w ' �i . RussellA\TIER, Scott A [ANAG!)EI��IUENT SUPERVISOR M � a SOUrHOLDTOWNHALL-P.O.Box 1179 , C Town of Southold 53095 Main Road-SOU HOLD,NIE YORK 11971 0� u _�}' o CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:, (CHECK ALL THAT APPLY) Yes No _ ' El[5 A. Clearing, grubbing, grading or stripping of land which affects more than 5,040 square feet of ground surface. [](�B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. E]g C: Site preparation on slopes which exceed 10-feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, .beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F:_ Installation of new or resurfaced impervio F-01[d us surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions.above, STOP! Complete the Applicant section below with your Name, Signature, Contact Informatlnn,'Date & County Tax Map Number! Chapter 236 does not apply to Your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Managemcnt Control Plan and a completed Check List Form to the Building Department wits your Building Permit Application- S.C.T.M. �`: 1000 Date APPLICANT- (Property Owner, ign Professlonai Agent Contractor.Other) District P 07 I e(Q H6 9 �! NAME: t�Pi �l�r cj i^ Section Block Lot FOR BUILDING DEPARTMENT USE ONLY sem.+ Contact lnformauon Reviewed By: - - — — — — — — — — — — — Date: P,roperty AddreS> /Location of Construction Work: — Approved'for processing Building Permit. k 14\V lElstormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. t U (Forward to Engineering'Department for Review.) FORM SMCP-TOS MAY 2014 BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD 2019 Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 !Telephone (631) 765-1802 - FAX (631) 765-9502 Ol - ,, roger rich ertC�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: _. _. ._ ._. Date ` /D Y9 Company Name: ��-c-t�e'Zl �- Name: _/� cJA /-2,-L I License No.: email: 1"' S16 V/ Cr Address: Phone No.: S� JOB SITE INFORMATION: (All Information Required) Name: Address: y Cross Street: 2 E.F U E AU Phone No.: BIdg.Permit email: Tax Map District: 1000 Section: cj Block: Lot11 : BRIEF DESCRIPTION OF WORK (Please Print Clearly) —.S kJT— Z/C.,f2 Ir Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?- YES QJO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: , A # Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Fotm.xls � _l N' tr , x al ", -No Al S 4 t : a } y sa v w � F; Fx t� It r. � y \�zz : 2 � ^ J \ v • - - su. A 20 I P. '+ OPEN �OR4H i �S i N 1 i^•+c „y Off' '¢�'* / !t j G .`1 _ tZ � Izl bomi ,TRvo iot t Omv) nP� 4.61 W. FT) 2 STORY O 4A' Go p0ST 9 WIRE FENCE Op4H 5.8 C r: PORCH r j BRrcic T fiOR ` M ; 1> RATIO' _ •.� - _ H. $/i (, ; ._. 70 �, ' ! to jr , _ _ __ _' - - -- _- .• __ � -_.- _- ,_ , - - ter _ __- -..- ��, _ _ A `' , ` F � }, 'c AL „ sr� It•l,'�.!k'2"3�.:%cp{{. It FRAM ] gy80 AREA 215 , 5,9 3 SO.. Ftt'o0"'u .I. or 0. 58,75 acre � ", a g« WIRE - N /0"'/ F ` R-I C H AR D T. C'A R R ( CERTI-FIEP "TQ FIIR$T NATIONWIDE d �- S9PVRIT'� TITLE 8 f�aUARArN`1`Y CO. 'T I TL`'E NO. S —1 9.9 - I' '4 rt,_HA R' : R �t .Y CSF''• ,h#� VATY OATH`ERI NE 'HAPPER MA'TTU ", O NO ''', SOU ' A. 0 1000 T II5 — Q9 — 4.,ttC . NO. 49668 - 'sC4L E 1" c 20 ' MAR: P.,C_ Prepared in accordance with'the`;"minimum ry ( standards for title survb�s as establisltsd by 0: �� -� the L,1.A.L.S. and approved and adopted _2�� NGW SUFFOLK AVV/ KAT11"�G�® N�". MAIN ROAD for such `use by The New_York State Land -- ,- -- -SOU INOL D , N.Y. 09' I ~" Title Association. _ _�'drN �_�Wof��0-CV0� MARK'U-p - � �Q- 16 11v - - - -- 1 I SURVEY OF PROPERTY SITUATE OLS MATTITUCK ENV SUFF e °°° V °° o $ r 0.28, ° 11 ND . TOWN OF SOUTHOLD OU f I PAvtM T ° ° . v � GRAONE ILLAR o> „ °E o EDGE OF SU_FFO_LK _COUNTY. NEW YORK SIDEWALK INCE $p�p0 00 °"G' 2.9E S.C. TAX No. 1000- 115-09-03 Iv of UTIL P '„ •' .�- SCALE 1 "=30' H� Ro 1 ° �! MARCH 9, 2018 FOUND 1 ► CA JUNE 1, 2018 ADDED TOWER TO BE RECONSTRUCTED CONC. MON. I 0 O I a 466,66 II i p AREA = 25,593 sq. ft. z 0.588 ac. 1 � ILI I I� 1 OLE LA 1 m° ul#2sA WOOD NI 57EPs O WO U PORCH m 1 FENCE TTIG TO BUILDING COVERAGE -- LOOR h > '- _=;jllg_j3rd ? v TO FSE REC O 110550. _-- __ 1 ° DESCRIPTION AREA X LOT COVERAGE 54.0•_��— `� � 4.0'22' ° P 26.7' — AZ �o a 46 J HOUSE 1,390 sq. ft. 5.4Y. ~/ a DN m PORCHES 360 sq. ft. 1.4% Li Pa z l ° r3itn 4'0 CELLAR I r� riF —I ENTRANCE ° a BARN 700 sq. ft. 2.7% ROOF OVER =O � I WOOD PORCH > 01. > �C ONC. WOOD V) In \ PAD 1 N Z� TOTAL 2,450 sq. ft. 9.5% o STEPS 59' ITl 7.0 Ml \ ° z FOUNTAIN rn n BRICK N �7 0 \ 1 Bldg Dept copy from ZBA u 3 rn Final reviewe documents I � v ° ZBA File# pZ15 CONC. PAD ° v ° FOR GENERATOR0 1-1 Date: SLATE WALK 1 m IN SAND 0 Ila �y OUNTAIN I �{{ m °o v ° CONC. Ctl-COVER ° \ 1 PREPARED IN ACCORDANCE WITH THE MINIMUM °v° ° UTILITY POLE STANDARDS FOR TIT S�STABUSHED v UL#238 BY THE LI.A L.S AP D A @PTED IITTLE SAS HOU gY;��fi Sib b AT I AND CONC.- Aa RAMP 3.6' ' 0 ° 34.4' O FRAME o o N BARN 1� N Im P C'rnNSTFP 34.3' 4.1' W '07- mm FOUND rnI FOUND 1 N.Y.S. Lic. No. 50467 CONC. MON. GRANITE MON UNAUTHORIZED ALTERATION OR ADDITION FENCE POST & WIRE FENCE- FENCE 1 TO THIS SURVEY IS A VIOLATION OF 0.2'S. Qp 0.1'S. SECTION EDUCATION2LAWOF THE NEW YORK STATE Nathan Taft Corwin iii N 88*57'00" W 121 .88' 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED _ N/0/F TO BE A VAUD TRUE COPY. SUSAN NORRIS CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P 0. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 38-052 7141 811 "e'q`{$sY t J I .%OFl1WE J[9 NNWUG I (a'QtR};j{am)rAa'Y ZSfitt. °GE LV�{� }eEn( 1-tgUaw')J10])r�SµaN 0642 uoryana;suoaag.aaMGL Jadleg N` IciN Pat-Wo Z1�M01 ?�G171� �I�l1Hl coli L, #ani dez Sjuawmop paMa[Aaa Ieu(A , VIRZ wa;Ado ;dad 5P19 k dlnt 1,4wi3s. ` yam„ .. - ,'/� �f-�\' I,� -?1+1'au✓dJ•h' E i" �-iVI, d1.L-Wis: R `- _ - - i_ ��,,_}N,N- •f, _ - � � � �— �,:N .a. 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' p.E/AAltudEK OF goof, UWj?pKL,AYMIsW r To W 'IV*AP,PHALT'6LV&; pA1PCS2 LAPPED 2" 'FMr'EN AhPEK4UF:AMKtk1,. \\ 1NGTX1.i ATIafJ INy reLICT101Jy .4LonIG OvERL:AP)4aT Mou THA 4 3r0"0.t.Max ` \ "• Al?GHITEGTtl12A.L,�IB GL+A°.S G.A•F \ / 'C.OUHTK-Y 6ZTn.TE6' �HINVLE4 To MATCH EAG6T'(,.NAIL 4 HOr t71PPEp 60,Lv, erl.. NAAL6 /,KIN S/6'6 HF-At', Nall. TO Wemwo vs!MRauGH •ItDOF VtGK (4)12 6AU&y-5HANK4 PEA SHM&Le L70USLI STAKTF K K5L' 51MPSCN IAT5 20" Evew` ovix r<w r6K TO ToP PLATE NNECTIDN F,5TUD9 / --2'A 5G1.Ib BLGCXiNG BN KA%PTM5, -! RIP f wN t31 K'C� 7d 9u1r FIELD cow. F ' T•S1OCKIN4 TO SUIT � x T/O PLATE Z� "SiMP56N G516 toll 9V 4`rKAP(A,EACH °SINP�OH I¢IDGE TENSION �- 6 --------•---- TDI' PLJCTE.WKAF -rkKISIO}J trtAFb , 5TKAP ON TOP OF 4 WT5125 CAN7IN11(511gL7 AROI f.It7 TDwElp rMIA19TEk peRTO pri PEunlcuL+�e A�cozs KIp6t I f ------- • -HF�T�E�c Flevu (�) I 4"K 5•✓z•, L.vL'� ' lb'EhCH oTl}Eet j/ { �.-- __ _..- .._ ._•.lEAn•CoATI;n COPPE PIASu'G TKIPLE SnINGLE 5 r' K$s,ouT51t7C SL=IINuf 1i70h1KHINfs �4"124" LEON T/oCfhING • ; 12 14"U„' / -•------ .'6/4 x.4•�/�".LPYJ H GA51NL ' �� \ I --------- - ORM MouW-rA1N ,c{I E,*roNE WINnaW�, To GN EXe.LiIJY 5 NV SroKY UNITS . ;/ - �� - --- - - •.PrW FI.A6HWG W/ ND PA-M47 �)�, •- - +-- - - - - ----- --- ---, ---•---- --IIII,I_,L�Qt - �Jc-`- �- � �=� i�� _.—,-----.17/B`THICK '�HIhTDtZI �jILL' • t I � ----- ----_-... 15 rC5P,4tA4-'( bl:[76, PAPEIF"JUAiBO TTC "noRtiF1bm I ovEK 1/a.' CVX PLYWD B49ATI4& OVSP' 2 x ML14. C j FIt2 3TUGt�I#1G 16"4 IIG• "ALr✓Ahl�G T4G SUSFLoo1K 2 i i �rI I -- 1 GcKeV L�.V H'<.LUE17 7I �ooK Jill g T 7' AGM STUD w 1 _ -__ ,Fr, FLrr� rt; RIM, �� o i j 141 - . -- -- / co1�NEcnoN 'II:b FI„ SUMAX �'< Ekt"OyuxE;17ELOprt;r L COUKhES To hSAT2N Zk wCIST'6 Akouvw-.=4 t, FL.MB)Z', C UILP NG 5�CTIOW P�_WWTION I , harper lower.Recoilaxrttction ' 26M New Suffolk Avenue,MatfituCk,New Yark I1952' ` , �ectiotls�Details , � ' 5;AI.e. DRAWN BY' 1o01 ND. , pgs6w,n R8 I39.1L . �' ; ,+�'r• � �p jq, IC�Rf;l7 I$�UEU. 'ItC 1}•CI) -.'�,p�t I8 r,t -&73 'NEYI'1Q . O N�1 D a u3 < C *k FD � n CL O ID N ?D — i I 12 ' •ROOf 5N��6LE5y�C^fS t0 MATCH EX151-'& GAF CDWijrKY r6TATE4, I WFIAM EREP CRMW - f i - -- Co"* 6XR051-JR � To Wrwl+I lK -rYP. a ' d L r - r FIF l=hHr11 AlI RF 1111111 7-7 'iii ��g- �• - -- - I ' - r _�._- - ------•. --�.:-__ '�,' � ,, - i j , I i , k::: "• I 2 i NORMr-I ✓l.��/f�TIQ�1 �farper"Tower Reconstiuction 2600 New Suffolk Avenue,Man tuck,Neiv York 11952 North Elevation SCALL DRAWN UY JUTS N(l' A+Shoe•n R6 139 IL " l '4 Isguu) Rcv15c , t` 5/9/IA LSI' - { 2 D (0 ` �ID < \ f � I aD� li un LL i t - - NOTE : -n4e exlSrT4JG 0.+E-�TOFtY MLP Room ADDITION EXTEWOlz 15 TO NEW GLWamCARD 51DIP6 WrN 4"!:r-- Ft7 KE, WATeAZTAb3L C-ORMW DOAAKb TRIM W/QUPMTM WDU1Jp ECrvE, AND W(WbAn TP-IM ¢ SILL; ALL TO MATCH THE E>QSF MG MAIN HOUSE. - - - - - ---- ---------- - - - ---- -------— --- Io z •4 .L FXml4& ATTIC �- �[I�--•-i m ,• •i � t 3 LL—'�JJ—J 1 �1 i 1 LL j i Ji. OL - �t:x�STIN� oNe-SrazY -'; � AJDI-fiON WRN?ROP�.0; i �F-1Gt,Iy4-f AGStHETIG , ¢BVIVAL AKIE C-LAE-e , �I?c,✓✓ 1N1MICJUW PANELG SAS T a L EaVATIL Hariler•IbwerReconstruction 2600 New Suffolk Aieime,Matlrtuck,New York 11952 Bldg Dept copy from ZBA @nt Final rev(ewed docum�fli@ East Elevation ZFile# �y SCAI r: DRAWN 61JUD No t A%Shown RB 139-I1_ l i ti ISSUCI} RMSED �- B 5/9116 5 U ur1�.'ane A� OF FINIAL TO Mp?GH FORMEf< F(t{Ip�L-- - --------- i Lj ILL ---_ - - �A� tiIG FCRIWl IH FIT � MCOW&TRUGTION 1 i � I 1 1- NEW Co NDM►NAL -UrtiiEG i - I� i 1 _I• w ;i I I I l I t i WEST �I��VATION - Harper Tower Reconstruction 2600 New Suffolk Avcnue,Mathtuck,New York 11952 _ West Elevation Bldg Dept Copy from ZBA N 6 SAI.+/ DRAwWKtil Final revtew,ed(1p�uments JO6 RU 1339-9- ZBA File# f• A,Shuwn ]L - Date: o/ re t i 4 CKL ISSUr1) FCViSFD 10179 5/9/I8 6 - oi- Harper Nailing Schedule Raiser Residence Ren vs, 130 M.P.l i Wind Zone within 1 mile of water ttLlit�r3 S{ "[1011' 1talVsis 130 M. Wind WH ind Zone within the Wind-Borne Debris Region—Prescriptive Design Joining Elements Method Nail Type Nall Spacing Reference Standards for 130 m p.h.wind zone design, RoofFraming &Number American Forest and Paper Association(AF&PA), Wood Frame Construct[on Manual t' —L--WFCM for One and Two- FamilyQwelling✓•s-latestedition Roof racer to top plate toe-nail 3_8d pe.mRer American Society of Civil Engineers,Miphmum Design Loads for Bu�ldin and Other3trudures Roof rafters to-1ge a a1l,v toe-nod 4-16d or hip ndters lace-nail 3-1&1 Ceihn•Dist tot ,,lite __ __toe-nad _-_ FJ ----nee unit-- --- -- --- - -Stme ural_Design_Loads' ' - 61 ... — 3 - [•(o'or lwe ns, -- -- - 40 psf -- -- - -- ------- - - - --- `-�AufarWdli-.�durS xrnh•rngrdlnf7rrrn(A•17(n7frr the>unr of thr'6+r—nm6�n 1•r rn re,.u,d a•dn,g p,,,i,t,,,Jf l„•.muni.....,... 1 (Prescriptive design to code) Ceiling forst parallel a raper face-nad 4-l6d each u,erlap Roof dead load 15 psi Ceding joist laps over parhfiun, face-nad 3-16J c•aah overlap Floor dead load-slab o❑grade Illotkmg tretween ratters loe-nml to top plate 3-&1 Ground snots load 95 psf Blocking between rafter+ toe-nad to ratter 2-&I each enJ Exposure C - Pcrm board or,ubla,cLi to each r end-nail 2-f6J each end Seismic Zone. B Roof Hi h Wind Clips and Climate Zone 4 Straps Weathering: Severe Ground Snow Load 20 Ridge ten+wn+trap to lop of rate,, face-nad 6-8,d per rafter Frost Depth- Roof 36” with Ceiling ,.t anti 6-10dperrafter Termite: l 36"1 Iu face- In rafter Decay: miler connection "Simpson face-nail to double lop pick• 6-10d per caner S-M 1110-2"hurraane ries(nijuv f rm Design Temperature: each racier) ice Shield Underlayment: Yes Roof Sheathing Square Fogatage ,c otage of Addition At roof take&-plywood sheet+ Rd 4,.o c New first ffoorenclosed 105 SSX.aborake and lookout raf ter+ Within 4'perimeler edge zone at edge of+heyit ung 8d 6'., (%4dui 4'cfrhe pan,neter edge cflhr in field of sheathing 8d 6"oc Nof,'mdu furs,4'vn alf solus of the nxr) fnik,ralar and valde edge.eAa rpr at nr f rake and lw,kaulraftrn J GENERAL NOTES , Within the interior zone of at edge of,heathmg Sd 6"oc ------------._._ .-_-------y,�-_-�------------------ tbe roof(Alore V.,n 4 array/rani fl,, oh field of sheathing 8d 12"o c I Prior to submitting a Proposal,ilidder,,hall visit the site and carefully examine the existing premise, ru frdgr.nnA prnA.J and work to bl±altered and demolished,and shag(amilianze themselves with existing conditions and itis nature and slopeof the work and difficulties that attend its execution Submission of a Proposal will be ROOF COVerI_Llg construed a,evidence that such an examination has been made,ted later claims for labor,materials or equipment required, or for difficulties encountered, which could have been foreseen had such an fiberglass/Asphalt strip roof shingles examination been made,will not be recognized. 6 6•12 gauge shanks pier,jungle 2 The property will be used at trines during the entire period of construction The Contractor will (Nuc-Aipl,rd,galrarnrzrd,(ref nmlc uvtl,a 118-11,m m cooperate with the Owner to minimize conflict,protect persons.garden,driveway and barn T/R"drmrxfrr hroJ,nad rp rafrrnl ruin 1/R-flrraugh 3 rhe Contractor-shag assume full responsibility for the Protection and safekeeping of products and - ra f dirk,ASTM F 1167,a f Il S A or CmrnJ,an art+) equipment to be used for this construction contract while stored on lheProlect premraea Wall Framing 4 The Contractor shall be familiar with and responsible fair adherence to governing regulations of --' authorities havmgjunsidicthon. 5 All Construction shall conform to the Building,Code of New York Stale effective in 2015 Upper top Plate to lower plate face-road 2-16d per foot 6 The Contractor is to provide and maintain constant control of dust,debris and lead Containment for Top platesm mterseclions fare-nad 4-16d joints side renovation,repau and painting dung all operations-including the provision of temporary interior and Stud to stud face-nad j exterior protection barriers to safeguard building occupants, t 2-16d 24"o.c g g p pedestrians,adjacent an parlung, Bolt-up header,piece-to-prem f ae-mul 16d 16"o c along perimeter budding equipment,and existing and new appliances, Cominuous header to shed loe-mill 4-8d 7 The Contractor shall keep the construction site as cleyn as possible and remove demoblion aid Top or bottom plate to stoat end-nad 3-1&t per 2 x 6 stud Construction debris from the site at the end of each day and legally dispose ofsame Consult wnh owner for Stud to sole plate toe nail - 4-Bd location of clumpsler •" en jai plate to(lour poisL nm put. face-nail 2-16d peer tool 8 Tlu Contractor shall mstore to satisfactory condition all new and existing construction work and other end!Dist or blocking _ improvements llhat are damaged ag a result of conttaclol efmions 9. Do not scale the drawings,written dimensions supersede scaled dimensions. 10 The Conuador shall verify dimensions on the dsewingty measurements at the site,and be responsible Walls ifl LMA TieS,_$tra S and Anchgrs_ for their correclnem.Noextra chargei or compensatiori will be allowed on account of differences between ' "` -p ------ actual field dimensions and those indicated on the-drawings Any differences found shall be reported to the Arclulect at once,in sufficient time for the Arclmeel's consideration and direction before the Contractor 1 ieader over)ack slud at non-impact face-nad 16-10d per strap proceeds with the work involved glass window,"Smhpson R bSTA2 P' 11 if any discrepancy or conflict should appear m the drawings,the Contracior shall,before preceeding -flxeynvrJ 4J?rasp cull with the work iaquestion,notify the Architect and request an interpretation fn no case shall the Contractor Jack staid to rim gils-69 atf windows face-nail 14-]Oil x l-1/T' per strap Proceed with disaffected work until advisecl$y the Architect "Simpson 0 LgA1H" - 12 Unless specifically called out as•"extstng,all noted materials are new.- _ - 13 TIu word"provide"means to supply and Wtall ' Rafter to lop plate to stud face-nad 14.10d x 1-112" - per strap 14 The.Contractor shall provide and.he: "I—for any and all;safeguards required by any Mw, "Simpson AftS 20"iia ever}'other rafter ordinance,permit,incuranoe regt"b ent>,'aitd ArdiiiecVs Wratometon,or that conditions and Contingencies require at the project site,including,bud not limited to,protection of openings cut in walls and floors,for the Stud 16-14c plate to rim board face-nad l2-10d x 1.1/2' per,trap positive prevention of accident to the public,or to the workmen,or damage or injury to public or private Simpson NITS 16' property - 15 The General Contractor and Subcontractors shall be licensed and insured,as required by authorities having jurisdiction,to perform the work of this Project. Wall Sheathing 16 Me Building Construction Work Permit will be paid for by the Owner and will beobtainedby the Owner's Representative All other permits required by authorities having jurisdiction,spch as permits for At all locations specific trades,are,to be filed for,paid for,acid obtetrnd by the Contractor Scheduling and obtaining Oct 6"o c at plyw•d edge, required inspections from authorities hay mg jurisdiction is the responsibility of the Contractor The - 12"o c in plywd (held Contractor shall file for, pay for, and obtain the Certificate o Department f Occupancy from the local Budding Floor Sheathi� 17 The Contractor shall supervise and direct the demolition and constriction Work,ustnitils best skill At all(orations and attention The Contractor is solely rebponslr'le for all demolition and.constmction means,method,, 8d 6"edge/12"ficial Ica unique,,sequences and procedures and for cvordinaling all poquons of llte idemohtion and Construction Window Protection Work under the Contract Safety provisiotvs of applicable Federal (OSHA), EPA,Stale, Local Laws, Const fiction Codes,and sound construction Practice shall be observed and maintained by the Contractor at Structural plywood parish all times In the event of a discrepancy between the various standards of safely required,the most stringent mechanically fastened 2-1/2"s,8 wood screw. 16'o c provision shall be Considered to be applicable to any given situation Contractor is resble for arca rale 7/16"minimum thickrim, fit of all construction including owner-supplied materials ponsi 18 Architect is not responsible for floor fmrsues chosen by others 19 All dimensiomal lumber lobe Doug,Fir,structural grade,No.2 of better with the folloaving minimum speciffcatibris Fb(fiber stress)-825 psi,Fv(verticaishear)=95psi,E(modulus of elasticity)n 1,60QfH)0psi 20 All flush framed conditions to be securely teco-e d. , 21 Air interior trim,casings,etc,to match existing as geradwgs and Owners directive - 22 General contractors responsible for coordination for all trades. - Harper Tower Reconstruction 23 Contractor to repair A his/her own cost any arca damaged(site,bldg,uhhty)by Construction 2600 New Suffolk Avenue,Makhtuck,New York 11952 t 24 "Where new Construction meets. aslm&blend the intersection so that no seam or joint is visible 25. All products,materials Ale,to be installed as per manufacturer's recommendations General Notes,Code Analysis,Nailing Schedule 36 Contractor shalt protect all plantings designated IT owner during construction "'r- • _ SCAIL DRAW B!' JOB NO N-•q As Shown 139-1L Bldg Dept copy from ZBA Final reviewed documents IZBA File# � ISSUED' RCV{SED 1.72 5/9/18 air �40T TI t `X\ T3 i i : a e I N � V Harper Tower Reconstruction Tower Plan Oft Attic Level (Third H€ or) ( 139-11, ,.y 4 9' 0i ' y NEV i y y ! j 1 i ' EF WCFZ 'H • raT 1 1�T1--Vtil ct;flcy'L l- ' � �,�;�,�►^�'e��r� pr's?;:�;"1G''�.!��'%��' - tI � � ._.._pi.�t�►,�r;� �/fir" y G'r�j E ✓�V V'f i` l >- L j; i" Harper ver Reconstruction ! G� 260O Nciv Suffolk >; ventic,,' attitild\, New York- 119,T) P.00f flan BY: JOB NO. tlt�A AS Shown I:1;114 . -,:'.�°'�."�s �;;��j�� ;�1 �`. -. � � 9.f ., as t.�. 1 }•?s'" 'y'' ^S; .A {: 't8,.v' pLyWp IrYZ7Sr~l2ltic, f`kOM et;'r A.�� \ TD wsit)E &F IrKTEKIOF, WA LUNE . ' • Y�G1�AI�a�1: o>" K'ooF u►�.i�?CrtiL�YMt=NT T'o E;t~ \ 15 It /,c,rH/,L!7 rv' ,.PrE ;,, L4b\rrEU 2 ')ACf7;!11 prr, tJ 1Ne'7A4A- -rID W II C)7_r�UCTl0Q`, /•Lore OVEi�1.1,1� Nd1 W)rr Tl-� fJ a&" . ``\ "�-_. �RC�►TlrL�!�/�l- P1�'E�C 1..lA.S G.h.F j 0U! 4'NY t<'A'7.7I~�." e,HIQL��a T�^ MATGN r A!f.)rt . NAI L, W/ H 07 P I t"; FE V ll:,TL.. NIa.t Lr; 1x1/JAI N '1,/6 R fib, �\ III A11- TO 15X,—T,Nn II "THK014C,H <00r Vrr_ke )(4) 12 ',HAQKI, FEA --Ntf.lC a M'Tl') '2c"C- �,✓�#�^.'"!� r-T1"Ir'.-, 1~�,'.. r[<�. \ `.�. J/, '1G� T<;i^•' ��t�e:'T�' GtJfl h!�G�iC�ly � 5�•Ll't�r,� a` \ �•, __-_�_.._.__._ : 2 x �(�I C� f;Lo�Ir�.� t.�TtrJ�i:-ti t�PTg2 a, 5LIOCKING TO' ullr T/O ;�LaTE 51 P 16 N CS I(o GO I LE P STf,'Af' e t Ac H Iciv6s Tt:we�o,l4 1" _ _ - "p rLKTC, Wf�h� 'rCti1°�ItjbJ G�Tt,,f.►' r 5TH ON 70 OF -4 WTV'-:S 1 E ►'GICLILJ� rIGc"f 1 C,D1�i T I W Li e7 ;L.`( zscu.N I7 7&v,/r!? rEl;.w.X T�r cc7l� 5✓2 " Lvlr`. I i f I r - F It LS S�,NU, r cT,,p."r ► :s,f..w.E ,�a', AI0 Uv...�:�"'��. /�-" Ii41✓rJ f'..,.� T/.. C..��N� '! \ t � � � �, � i! : -, .- _....-- ------ -- GF �rt /�CTJ``''Tic.Ity ti( L!✓r�Tc�hrr \/'/IFS ,%"�A.!; ' lz 1,9 t2i�Z,EC71.Y 1 /N I 1 I . SII _'I ►? 17i�'-1HicK HlaTnr, C 51 7-r• ^ •'I L , [12 I �f- �I, .. -.... .. .. I5 .��,- n�,�1�,n,LT �t_cG, F'!•PI';:� ^,1?1Mso -tEx - _'_ ! E,o w�I,F, t�`Y � rorrl r I E.5 k ov E r" . 3f.4o T4►c "Al2vANr1 t�N " T;G toF,rL.0, Sr-r�r-WEI?? &I, r—a Til, ELbd Ij r i M aN M'(�j Its\ t~f,Grt STLIu. Tlb II-IIr-p r Ue,{Loar, 6`, 2' r__ `otJ,liu!r, GF Cr,0 f COjr_e.V.r 141M�C11 ` II i 5U 1 ' L; 11'Z 5�T101\d R�T/�,l Hlimer Tower Reconstruction 2(,00 New Suffolk Avenue, M.)ttituck, New Yovk 11952 Sections & Details sc. nl.r: PRAWN HY: JOB NO: to ne,�;>•,own rti 13')-1 I. ^ *, � i Y`• �^a:,t� �\�,,l'�=, ,tea C. 1 • C11I.(•f;la): NNUED: RI:VI�+I'I): o• OF t I, f. ! �l _i - J I � A^766 �k1e;,-''& COU$.TKY _-q.� ',�lA!.L... . i� ,t _ I I _ � I I i �^sl"F �i�_F-(�G•,.,��„-r. �(7 �,(Jt:�•'�y'�'��. 1 i �. i Itif I _ it , f - — I —a 1- i i 11 0 i I ! i i f'` a - I i J ; - �� i 4 ! �• f � i'' .— .._. � '+ �� + . �1- ':I I.}1 ''' - 1' --I'I—.II I I----I _',..k•--- -i�- - ,'; �' I it 'i it ! Li I � I � I. 1 •it J l _ _ 1 _ , :3 i t I � I f � �.3 1 1 �1 t , _ � i , t t � i r � r % Hacr Tower Reconstruction 26DO Now Sulf(�Il, Avenue, Nl,lttitucl<, Nmv York 110:)2— - North Elevation _ SCALF; f)RM\,N HY: )OB NO : As'Shovai Pf; 1;30-11. /77r, —7 4 } , � c� � ,�. S ix C' If:LKI'I)' 1�'-+U1:1)' P.t:4'I`+C!): • 'l -A i R11 5/9/1,8, t ow 10173 " � - .,. � R`�°�:'r•,r ygt,r..= ..,.�.f' ;�..1. y.,,y l,,,i; -., drr'�'=.1�, 7?'' ''1ft i,�,.'i'1:,. ,.. .., e. - , ! T�l . 'r,.�^ �X 1 J i �''t("" C�,kl;:'�''C��:`'� �f f..11.� �-••�4,1; �•.t7;71 1 i[�.".a �,)C."j"�..�ll`./�-'-. l To P-Ir5 MUG NrE-1'N �l.,t "C' ,n,�-D E�7ttp,i; a -- ++ i I � , it I itIA ( t k _ j— I, 1 --r 12 [ t3lrG (�• wl t,-4 II t ' J L---- •�t�„%,�.�;-'... tit%::�'� f`; i'—(r; G � � '� �- ��1 i ({ � � ' ----- V_=:, ' i I , I� _ Harper Tower Reconstruction 2600 Nene Suffolk Avenue, M attituck, New York 11952 West Elevation ��. CC [:. I)RA1r'N �- ``• :1tiSlribtti-n RIS 13x1-1L t ,•!=f:'<�;•.'”' + c"ttC('t:[a�: I��urt�: t:rr�Itit"n. Y t y I:It 519/18 17 _: rs O • `.�•*„�.`"- ,t•tt ,int'. .`e• _ ..�c. ,.,� Harper Nailing Schedule - �-��I• ger Re�icience enoT-~t�ion Aodition A Cod,e Anapsis 130 I. Wind Zone within l toile of water 130 M.P.H. VvInd Zane within the Wind-Borne Debris Legion —Prescriptive Design Reference Standards for 130 m.p.h.wind zone design: Joining Elements Method Nail Type Nail Spacing; Number American Forest and Paper Association (A1.7zI1A), jVpod Frame Concztrtiction ;1 anua} 0VFCN1) for One and Two- I amily_D Roof Framing --ivellirgs-latest edition American Socicly of Civil Engineers,1ltinimnnl_I7esip,n_Loids for Buildings and Other Structures Roof rafter to top plate toff nail 3 Sd per rafter - Roof rafters tet ridge, valley toe o.I ! 1 -I 6d (ASCE 7-1G) _-- —- or11if,rafters l.tce-n.iil 3-16d bile t to r.,ii1 3-lid Structural Desi;n Loads: 1 40 psf Ciilin;.;joist to to},}, � Per joist Floor 1it'c>load lVi!L ic'ili];,;jo;is rl;!:]ltrd lura!!c'1 it,r,ri!,•r>, 1rw Srlm(if t;rc't ",'n,]i1;ill Iln',after,m,l c,ilio;joi-4,lta!,r Ili,it u!irtir.rr ,l?of.i.) (Prescriptive de;ign to cock') Rcttif di'aol loan 15 psf Ceiling;joist parallel to rafter fate-nail 3- iftd Cod-,overlal' Floor doad load -s!al'I on grade Ceilin,,joist Lips over partitions fat e nail 3-I(.d etch overlap [3lorkht,;he!ivertt rafter toff nail to top ,Li!i 3-Rd GCOUnd SnOW gond 45 psf ! 1 Exposure: C t;l• cking heltv(,('n r.ifters hoe-nail t(l r,ifter 2-811 etch end Seismic Zone: 13 Ritts hoard or stiff)f,i,ci,i to raf!er end-nail 2- If d each end Climate Zone 1 4 l Weathering: Severe Roof high Zfind Clips and Straps Ground Snow Load: 20 i el-r",iter Frost Depth: W, Ridge tension s,r,i,to lo,of rafters face-n.til G Sd ;•' I 1 I Termite: 111-T i Roof with ceiling joist and face-nail to rafter h- IOd per rafter Deca r;ifter connection: "Sintpsott lite-nail to double top pule 0-]Od per raf!,>r y: S Ri 1110-2"hurricane ties.(w, rrirc'rl:a' Design Ttimpeta[tire: J 1 each rafter) Ice Shield Underlayment: Yes; Roof Sheathing S-quare Footage of Addition At roof ral•.e& plywood Sheets, Ski 4"ox. New first floor enclosed l;arage al,ove rake and lookout rafters Wi:!tin•I' Perimeter edge lone of edge of slteathint; Sti Wo.(% (WiNrin 4'tuf0r,•hrrhitt'!c°re'd;t'of flit, in field of sheathing; sit 6"o-c. r ol" enc lrrcliir;4'oil ill!SlWes(f 1?,r roc'f' ra6r;tn,llit:{in!rrrC!rr:;.) CLNFRAL N0JT7S Within the interior Zone of at edge of shemiling Sti G"ac. - - r 1" 1. Prior to subuaitlim, a Pao los,tl, Bidders s.h"i11 visit lilt' site Ind iarelt;i!y examnx> the exislin� prelaises ilii roo(f,.tnrc'Uc:]77 4'u;iir!t restos tar,' in lied of sheathing lint; Sd 1� ox. I nl and wort•, to he altered and demolished, and slta' m :i famili,uim theselves tvi!h esis!int; conditions anti the tori r:1jF rfr tt peak.) nature and scoP> of the work and d;fficu!tJis th,I! attend its execution. St:bntission cif it I'ropos,il will be Roof Covering construed as eve k'nce th,11 such au n eti, ninalion ha. peen 1`11,01`11,00,ee , i, anti Liter claims (or labor, m,ilwrials or ecliilpmont required, or for d;f'icul!ies; encountered. whic}i could have been foreseen had sudi an ei.tntinrtlinn herr. m.ide, will not hr reiot;nin>d. Fiber};lass/Asphalt stria,roofahingles C,- ]2gauZ,e shanks Pershingle 2 The Propert; will he wolf at limes, during stir entire ]•,'tint} of construction the Contractor trill fl t.,t rt;j"gird, ,rl;'rni_c i Sh'i't m]ilg trr!If it nlinfllium cooperate with the t-)wner to rttinintizi con!!!ict, protect per-.ons.garden,driveway,inti barn. 3;�'"tli.nnr!rr freed, mol t,i retina Orin. 7/ "tlnirti;lr 3. 71w Corl!racoir shill i••',tnne (till respon.;ilbilitt' for the l>rott't tion and s,mfekeeping of Products mid w"f ilecR,ASIAT i'11t�7,tJU.S.A.ot-C:m i,fiwi t0 ileus,>d for this conslrncUon crntratt while s!ored on the Pro;ei! premises •1. the Contrat!or sltlll he f.r.nilim with and re'.I,omn ,ihle for- adherence to governing regt;lr,!ions of Intllorities,having urisdiction. Will I�r�lmin� r,i 5. All construction shall conform to the I'll ildiIll"Code of New York State effective in 201?. Upper,oil pita±e to lotverpla!e fare nail 2- 1C>d Prr foot t,. The Contractor is to I)rovide and rttaint,iin constant control of dust, debris and lead containment for renovation, rep,iir anti Parotins; t}nring all operations, including; tltr' Provision of temporary interior anti hop plates at intersections far{ n.til I- 16d joints-each situ c�terior protechi)n barriers lo safegumd building occupants, pedestrians, ad'icent automobile ,t kin' Sluts to stud face nail 2- 1(;d '1"o.c 1 I ' } }, } , r ;, building egnrpni-n1,and existing and new appliances. fiuill-till heedc'r,pioce-to-pieie (ace-nail 16d 16"o.c.along Perimeter i. The Contratfor shall keep the construction site as clean as Possible and remove demolition and Continuous header to stuff} toe-nail 4-Sd construction debris from the site at the end of("deli day,Ind le},ally dis pose of sante. C'on, t,nit with owner for Top or hitlom plate to stnki end-nail 3-16d per 2 x 0 stub location Of kfilm ,sfcr l Stud to sole pi,ite toenail 4-Sol5. [hr Contractor'11.111 restore (o sati,faihuy condition all me,v anti e-\isling construction work ,inti other Bottom Platt'to floor joist, rim joist, face-n,iil 2-10d Per foot improvements that are dantagted as a result at contt.ict opera!ions. h end joist or blocking t). iJu not scale the dratcint;s;t,'rillrn dimensions supersede si.aded dine>nsions. 10. The Con!rac!or shall vet ily dimensions on the drawings, rno.tsnremcnts at the site, and he responsible for their'coriedn,ss. No extra rh.u•gc or contpens,itiun will he allowed on account of differences between Wills I Iigh 'Wind Ties, Straps and Anchors ldll,l field dimensions Intl those intiic,ite.i on the d'r,nvin;s. Any differences found shall he reported to the Ari},i!ecl at once, ill sufficient tittle fill- the Arrhileit's Consideration and direction before file Conlllctor I lo,tt}er over jack stilet at non-impact face-nail IG-IOLI Pct strap pror'eeds with ill,work irtt•olt'ed. I1. 1(an)' i{i,ircp.incy or conflict should appear in the tirl',t•in`s, the Contractor sh,ia, heroic' proceeding; I,ts tti inflow."Simpson fi I.S1'A21 ' _ with the ivoik intllw',Iion, nolifv tl:r Arihitict and reottest cut interpretation. in no case shall 01(i C•ontr,001, t+,ll-rt:,l) Proceed frith thiaffected work until advised by flit, Architec t. J,ick stub io rim jo;i t all whidows face-nart 1 1 ]0d x i-1/2" Per r:L ap 12. Unless�pccifically called out as"exisf int;",al! noted materials are new. "Simplon& LSTAIS" 13. The word"Picwide 'means to supply anti ins!,tll. I.I. The Contractor shill provide and he responsible for arty and all ;,Ifegtlards required by any lair, Rafter to top plate to slut] fare-nail x 1-I/2" Pir tit rap ordinance,perm;', insurance retluiroments,and Arcltite,Ts admonition,or that conditions and contingencies "Stimpson MFS 20 every other r,ifter require at the Project site, including, but not limited to, Protection of openings cut in walls and floors, for ill(, Positive Prevention of at-cident tet the Public, or to the workmen, or rl,tmago or injury to Public or Private Sind to sole Plriti to rim hoard face-nail 12-10d x 1-1/2"" Pt>t stn a!' Propel Iy. "`~iIll ps,ut its i'S IG" 15. 7,110, Cenerill Contractor and Stlbll,.ltr,IdUrs shall e' licenser) anti insured, as ries i h , liter{ by authorities hat ort jurisdre!ion,to perform the work of this Proiet-t. 16. 1 h I)uildin,, Construction ]Fork Permit will he pa; d for by the Owner and till he ohtarned bti• the Lyall Sheathing Owner's Pollresoi(Mive. All other permit, ret}riired by .authorities lmving jurisdiction, such as pom1iis fill specific trades, ,re to he filod for, Paid for, and oblainid by the Contractor. Scheduling and obtaining required irapections from authorities hat rug; jurisdit titin i,; the responsibility of the Contractor. 'file At all loialtons Sal hox.at l�lytrd.cdg;'>s Conh.tc(or shall file for, pay for, and obtain file Cerlific,ile of ()iuipancy from the local Iluilkhm, 12"Ox. in plywd. field Department. 17. The Contrartor' shall supervise and direct the demolition and construction Work, using his hest sl:i'l and attention. 'tile Contractor is solely responsible for all dentohtion and Corr;lru:tion means, methods, At all locations Sd 0"edge,/12" field technitlttes, sequences and procedures, and for coordin,ltir.; all Portions of flat denualition and consh•trctitin Wolk unties 010 Contract. S.iL'ty prcr;isrom; of appliraLle 1 cderll (OSI lA), I:I'A, Stale, l.oca! Lairs, Window P1"CateCllC)11 COWAY11170011 Cot1t's,anti sound comtruction Practice shall he oh>-irved and rn'linlained by the Cor,tiailor at - all limas. In the event of it discrepancy between the various standards of safety required, the most stringent provision shall h� considered to he applical>le in any given situation. Contractor is responsible for ac curate Structural plywood Panes mech'ar.;cal,y fastened 2-1/_" t!S wood serows 16"OX. fit of all con shui ion intlndini;olrner snpPlied materials. 71 It)"minimum lla:rkniss IS. Architect is not rrspr,m.il>ie for fluor finishes chosen by others. 11). All dirttensim it lumber to he }`)taut;. Fir, stnutural grakl No. 2 or better with the following minimum Specifications;Fb(fiber stri,,.)--82_r psi,Fv(vertical shear)_;45 P,;i, F.(modulus of elastic i!v)= I,fr00,000psi. 20. All fltish franud conditions to he securely tic o-ed. 21. All interior h int,casings,etc., to match existing as Per dwgis. and Owner's directive. Harper Tower Reconstruetion 22 Ce+tern}mnlractilr is re,ponsit,lr for coordination for,11! —._- 23. Contractor to repair m his/her own cost any area dama^ed (site,bldg'.,utility)by construction. 2000 Now Stiftolk Avenue,19,tttituck, hew York 11952 2-1. Whet new construction meets vxi-, ing,blend the intersection so that no seam or joint is visible. General Notes', Code Analysis, 1\ailint; Schedule 25. All hrudu<L,,materials,etc.,to he installed as per ntanufli tutor's r �, ekrnmr'ttdations, 36. Contr:,c torr sl,„ill protec! all Plantings designated by Owner tiering construction. AI l': I tP.Ati'N 1;1': Jut3 No . As Shown R 1 1) 13`t-11. J . � tjrl i. Ili O K6ad �I APP W, D AS NOT Loo DATE: B.P.# FEE: BY: NOTIFY BULDING DEPARTME AT 765-.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE �� iC `N` r 2. ROUGH - FRAMING & PLUMBING 3. INSULATION <, t-rH `z, tA t- f ; 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR , DESIGN OR CONSTRUCTION ERRORS. i ?r<ifi a< A�- 7-25-111 :+ '• l :l "E 1`` €fit^,.p h( 200 h COMPLY WITH ALL CODES OF � q,1 f;.'�,� e",�F= A. �I�'I�.II+�t�?, I� `.�� TFt. •i`�(t�. ��'�' ' NEW YORK STATE & TOWN CODES AS REQUI D AND CONDITIONS O J, . - {� r _ SOUTH _ OLD TOWN ZBA -- i Ac ------------ N_NIS S DFS ,'- _ - h _ l , si- - e r 11 ry 7' F OCCUPANCY OR USE IS UNLAWFUL a WITHOUT CERTIFICATE OF OCCUPANCY 8, RETAIN STORM WATER RUNOFF ; ' — . .. i7k_. PURSUANT TO CHAPTER 236 . OF THE TOWN CODE. ELECTRICAL INSPECTION REQUIREp __ -_ -_..e_�__._.___� 2600 N(,\t - H 'Tt-ever Plan 0.() Attic Level (Third Floor) �� gy.✓7"', y ,,c4,0�9y'[+.�� :"\`,S�1i7ih'Et �\{'r S.j f i. i e 1N j( y !817-3 I f 's i i j # 1 i t i �\ 1 \ I i i i \ I { i i"=.v,tc.;.'`� �;�" rf.7�.�y,:;>"`;�i��--i-,!~t.! i � �T�:� �✓::-� t�,�?�r t , �:. �r j G?JT iii F'A ,�-, 07- i i t Harper Tower Reco«structiolz y. Roof flan ✓•rS �" • �rj b:�.,r* �'-AI.I'. i+i:.l#'` \ li`;. 1,')1::'x:+ I 139-11. '�;' � -',. ,•f"� ` `./ lift S,.`�z/1:; �•,, .r;i,7�r , .. .» �.. '�+�v�..-m--A�»n+-,..�+-,.r:a-e-.�,..�a.a..�.m�r-.^rw,.r.„•.n-.,.,....•.,.,.mow.---«(+-..�..,e-.�m.sa�.: n r.. 6/,F rY-7 Y-N't2lt>wC., rx,.G' b i? . /,?F' WALL,OI" �KTE 1G' WALL, 1.lt � . Gf�A1 U� v%UIQ LF.+i 7 .•G •� `,� 1?�a`-�TA1�t_/�TlG�-1 11�W',"f�1.1Ci lt�}.J<, /G.Cr,I�, \4 fir.,,. 0.C.. ///V--,C.N rN1��rq"l� . Pj<,1F /K/!! Nr�* /C(i'/rF �1 v �t1�E.J �%fit Vin^r 4 HAQ•` FE,K °13 3 Pw r..�X- `.! 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Tf'6 � C7ti\�iK r f 15 „ ! _ �7 { F. ^r Eu710 ' , r r;A, � r"'�1'a,'C !�!;:'C'>!.l t 3:.` r�t�C,r✓^�J C' T"i., /�•'�I`.`r�; ' � •'X�`�i�n �,,CA•)`'',�!,'� Cjlr!'�"'–, 1�"2 ,.� ___--+'��i�a✓'✓'•.K� n 1"y ,'., ,., r:M,+I 1� k..>.��+, �1 ��'".� ,. . r—��I�jr=,LF;`;✓ G. .r.�l`F,;,!.%, '•i"t.l P7�.C�a �r�-'�f� ,�.f�+.!`+•, ��"..1�:1+`:t� , G r ION Harper Tower Reconstruction 2600 Nr w",ul olk Avenue, Ntlttiti!ck, New 1'��4 If,)-12 ._---.-- r Details IN N';( X8173 1:; ppp h f , 1J 1 l I f i I - - - 1 2 hYd} i ------------ 1 + --J f I ! t i '' ! , 1 f J I J t r � i r� -- j, ,. I� i ! � � i, i S —____-_.—_—__ •i i� li. Ili I •,i E h �� '1 it I,,j I'' t ,i � li.I {E I �, , { I ,1 i I I i y j r , •! _ ' �;,i , i (S: a ..._ .- I � ; 1 .. ____.. _.. ._- .. ._ - i,� I i, I�j � ._r � I i ! t , f c i _ _ , i I , - - - , + fReconstruction \31�..4"dt n, t t ? t�,...�/'•v.. u.,,.I�•+ � '�'� �1,,,..+� f �`'� W '•�v�� _._.____ ___._......_,.,,.,.__'__-_—_. _._-,.._._.,,.�-_._ "__•_.—._-___..—_-.____.__. .__»--_^ North Elevation w 17 * ,\ UA 1;' 173TD 1•a.�':'-i i): a^q • � t+1' r i t ' ti z s r . ^-j}-' e'ti/1°-r•;16 `/�. �(\lM�:»Ca"?�J:�"T f"S[.+, ,�"7•.i�g^'�i�J'i f',.~_i�..i!�i`./'a«t ��'�','1.! ..iCv, j�j "> ax � 1\.jt- tJG�it ' c`u.1. :�'};�.:`pt:)>"-, r,':%�:..;--� ��`'`f 1 ,�,,.'c r- �•.�t c-;?� '^'S t�;c: WA t�4I:: ta�Jf��°,`,e' �?"E�� '�s�i..,� lk�-!.� �� •�1,�•'I�:�E-�, "�t� ��..{:`'�,'�r,,�`�, � , hi, t` i 3� - A7 XL. t-'tSV.' r } 11 ! • ff/ff / �� l��y 1, 1' �l�s� '`•��. +"-.-�tL=».._::.��.�..�.:11�-j � \) IT ------------ it 77 p -------,•�-fir` Y `✓ T t Fr L w 1 I� E I t r. r� r + _1 t � I - , `x ! � �i1 i _'_ -_tib � --____ { 1 t � •�. t , ; ' ;i , j ��I a !�' 'i ,_; : . , { , - wr.�.,.«�.ak•w,r.,+.•,,.,•..�,,,,�;,, ..✓Srmcsro„ti/evwe,�rww..„._n - � � �4 i �-r s•� , - �C�';..�,- r,L �' _ .�',"�65,r;• )'.fes 1 fl arper '.I'awerR_econstruc.►ion 11952 IL F-1 As Shmvn iii i3'1A 1, j , r -------.-_—._—__ ir r l� 4, 1 , • I �� '�� 4�,I�__ `,' ' ` ��_...____ a: � � � ;Ifs-- � ! ` �-'� � - , SS , _ s: t M^ I ` •-} ff�'Ir%'":; .F r�=1� t Wk ILL k _ 4 i 1{ , --. ....__ � "':r�'t l;: 1.S.;i!''�.,�`a�t:..'.__'t—•I —�!� � � � tI�- � —� _ ' { l � I ! i l I � 1 ;G,._=_—:_- I ! ` ., I •T1lk-°� 1f=.'- .�i�J•�•ri ( i it t ' ## _. / { kk i .1 i � l 1 , __....______-' i � ;. , .� 1�`,.✓�.\' � i t � .il ! ', � E 1 i � c,, 'u, l { i {� ! � t � L_._____-i ! ' � .� - �+t+4 :�`^,• t l�rf�" «' �� 'I! + �� ' � �! 1,.• I � (, .t � I { 1 � � 7 i ' I, i I t t i t it Harper Tower Reconstructio;1--,_.________ _ 20011 N1 :v `;tlfftal!: Aven tie, 1'l:lttiiticl , Now li�ek I1�15' West Ellevation 5(';til.Ii: t a:'AWN BY: 100 Ni). • ;; - .:ice �' .. IF I:U: �!af18 , 01. -x Harper Nailing Schedule Iia.rper Residence Renovation/addition - Code AnaIysis 130 ,'N1.11.1 1. \'dine) Zone within I mile of water 130 A't.P.1-1. Wind lone lvitllin the Winci-Borne Debris Region -Prescriptive Design Reference Standards for 130 m. 3 h. wind zone design: Joining Elements ii'Tethod Nail Type Nall Spacingl • 1, Number American Fcrest and Paper Association (AF&PA), 11'ood Frame Construction M'ill,al ( fV W)_!or One and Two- Roof.Framing _ Faniily_!)we'lings-latest edition _ Roof r.+fler to inp plate- for n,,;l Sol per ratter. American Society of Civil Engineers,p4inimum Design Loads for t3u}Idings and Other Structures Root r.-dters to rtdg;e, Valley, too-nail •1 -1(d _ASCE 746) og hip ratters f,+r mad 3 Oki Ceiling' or-,t to tog) ,1:to toe-hall 3-Fd ser joint Structural Desi !n Loads: Coiling l r E } i T-� f Plonr live lload 20 psf 1� Ih ce lin"',1,Fist !!', ldllr',1 paril"Irl t,'l:rllt'! the s:mi of IN,h't'Ra?hi IN,177�1a and coil N j4q y!••rll 1w a f6','riUJrum tyl) (r rescriptivedesi ll to Chile) Roof Wild load 1:)psf Ceiling joist pmallel to lafier KV-nail 3- l6d oath ove!lap Floor doad load 15 PA (oiling;gait laps over partition, f,,ce-nail 3- 16d cath overlap Gt'ottne] stloty 1(taei 13} �ppsf okking;hctwoer, roltons tui'-nail to top plate 3-Sd Exposure itlorl.ing;hctwo'n roflers toenail to rafter 2--Ski each end Seismic Zone: I, hif't r boad or,Irbf)scia to raftk'r end-nail 2. I(,d oakh end Climate Zone ,t . Roof high Wind Clips and Straps Weathering: Severe Ground Snow Load: 20 Ridge ten,it,n strap to top of tattoos fair'-nail ti-Sd Frost Depth: 36" Roofwith toiling joist and tart-n,rii to rafter t>- IOd per rafter Termite: N44 i rafter connection: "Sin)pscin face-nail In d,nthle lop plate h- I.^d per rafter Decay: S-NI 1110-2"Morrie ane ties(rc q:ored +. Design Temperature: 11 o,rth rafter) Ice Shield Underlayment: Yes Roof Sheathing Square Footage of Addition At roof rake& plywood sheets Sd 4" o c. Recon'shu(tlon pf former tlllyd stnrj' t()wer above rake and lookoul r'Mcrs Within 4' perimeter edg,,c.,rune at edge of sheathing; Sri f t1'iflrn-i' (Id"' (!/If:!, in field of shoalhing Sd 6"o.t. !'ckr;lrtt'hr,li!;, 4'r)t al'sicie',eJ Ilrr•wof Ju•A-,ea:'r and g,,?l rr t,J;r,r'1t':'J'1 al roof I-Acand looko!111,lirrr:..l GIiNI'RALN(YIFS - - Within the interior Tone of at cd tit,of sheathing; Sd 6"o.c. - 2 1. Prior to sthnlillin' a Prop osal, Bidder., A1,111 visit tilt, site and talk Ild!y examine the e,<i,ting premises the roof(:11:�rc'11!.rrt�1'r.rr�!;r/i:vr!ogre• in held ol'shea,l+int, Sd 1_ n c. }, r ree(ci;r„m,l,a'w .1 and n'ork to 1'0 altered and d0molished, and shall farttiliarize Themselves with e\islinr; conditions and 1110 nahur.and saline of the work and diificullies that attend its execulion Suhntis,;iorl of a Propo,ai will he Roof Covering con hied as evidenco that such an examination has been matte, •Ind later claims for labor, materials mr ccjIII pntent nquiled, or for d1f1icutlirs encoIInicred, trhic-h coup] have been Foreseen had stith an examination leen made, will not lie rr;og,niccd. Fiboq,lass/Asphalt ,trip roof shingles 6- 12 g;aug;e shanks per Alingie 1 71he property wit{ be uwd at lintel Burin}; the entire i)rru)11 Of ii+nstrurtion. The t:onlraitk,r will t,alzvnizr•,l str,•1 n rii. ;:'illy a minilv!nr, - } cl oto wil'i the Owner to rttinintire ronf'r(t,protect I)ersk,t;s,2,,ndell,drn'eway and bm n. 'J1 ioO�' , 3;Y”cti:n!rtJ:r Jrr^fel,r:ri1 tog c'.)trr,i urirr. 7/�"'ilrrurrti,'1 3. )% Contactor shall assume full respon,ihility for the protection and safekeeping of products and r,a,�,lt'cA,.iti 1':11 J J 1G7,e([J.ti.zL lir('rtrrr li,ur r!r(�.) cgnipmcnt to lug uu'd for this tnnstruciiu!r contract tvhilc sowed on the ProjeC!premia;. 4. The Contractor shall be familiar with and responsible fur adherence to governing regulations of Wall framing authorities ha inglr;risdiition. 5. All constriction shall conform to the Building;Code of New York Now off doe in 201 Upper ler Ike, late to lower )late' 6. The Contractor is to provide and maintain constant Control of dust, debris and leaks containment for 11 E 1 face-nail _- per renovation, r1 pair and outing during' all o)eratiort;, WhAin the provision of lent )orary interior and Top plates at inieru'rtions fare-nail •1- Vol1(,kl joint~-each side } ' P� c; :, g } t; ( } 2-1' o c. ctud to stud tate-nail 2 exteior protection harriers to safeguard building occupants, pekle,lrians, adjacent autorrtobile parking;, .s 1611 - building;equipment,and exi,tin' and new a p dionn s. Built-up header,piece-to-piece!l too-nail lt,d 16"o.t.along pet rooter 7. The Contractor shall kcr)Stile construction site as cle,rrt as possible and remove demolition and h g Tortinuuus header to stud Vrid-ai 3 4.SJ c'rntst acorn LcCbl is front the site at the end of etch day and Ie )I1)g die o;e of sante. Consult with owner fol- kor huilOnt E)latk'to lord end-nail 3- 1(gd per 2 x(>stud lig {' Stud to sole plate toenail 4 -ski iocation of d(Inp•.ter. an S. The Cnntr.tttc,r shall restore to satisfartory condition ,ill new ti e,.isting con,tntction work and other Batton) plate to)Moor joist, tint joist, fare-nail 2 1Gd per toot im}�rnvimenF that are damagnd vas a renal!of vritratt operations. I end joist or blocking 9. Do not stab the ofratviri,s;written kinnension,supersede scaled ofir,tensions. 10. 'I he Contlaclor ~hall ve'rift• dinu'noon;on the drawings, me'asure'rs?eras m the site, and be responsible for their Coiro,tross. No extra charges or compensation "TI he allowed on account of difference', between Walls I llgh Wind Ties, Straps and Anchors actual field distension;and those indicated on the dratl'ing',s. Any dill-wrims found shall he mporled to the Architect at once, in sufficient time fur the Ar'hile•ct's crntsideratiort and direction before the Contractor l per stnr oceeds withthe work involved. I leader over jock lord gr! Wait impact fare-n,)i{ 6 10d E l 11. if any dixre uu'y or conflict AhOnld appear in the drawing-;, the Contractor shall, before proceeding glass windows"Simpson " LSTA21" l'` ; H rrcl!urt'd x,ca,Ill tn,li with (ire workin cltleslion, notify the Archilect and request all interpretation, in no ca;e shall the contractor proceed with the affected work until advised by the Architect. ja1k stat} to rim jo,st(" all window, Lice-nail 1-1-10d x 1-1/2' per slro}, 12. Unless specifically called ottt as"exislin all noled nn.iterials sue new. "Simpson ; ISTAIS" 13. 'I he tt•ord 'provide'., provide'.nu•ans(o suppiv anki install. I.I. The Contiactor shall provide and he responsible for any and all safec,narki; re< nired by alit law, Rifler to top pla'e to siud face-nail 1.1-10d x 1-1/2" per strap ordinance,permit, insurance requiren)ents,and rlrChitei is admonition,or that conditionsand c onlin,;encies "Sihtp;On IN111;.�1"ttg'every other rafter require at ill('project Lite, inchtding,blit not Iimileki to, pro!ection of openings rut in wall~and floors, for the positive prevention of accident to the public, of to lilt, workmen, or damage or injure' to public or private Stud losolo plole to rill) board face-naa ITINI x IA 12" per Ara, Property. 'Nmrwn NHS 16" 11 1he Umnal Cuninoor and SubmAmclors shall he licensed and insured, as required by anthorities having jurisdiction, to pert m the wort. of IN Project. VVA1 the 13WW&g Con nwticn 14ml, Permit will be paid for by the 0-no-11-' and will he obtained by the l Sheathing Owner's Rgawnhhw. All other permits required by aulhorilic•s having; jmisdidAn, such a, permits for specific iradvi are to he filed for, paiti fur, and obtained IT the Contractor. Scheduling and obtaining; At all locations Sol 6"o.c at plywd.edges required insivi tions front authorities Navin:; juri,diction is the responsibility of the Contractor. 'file 12"o.c. in plywd. field Conlroctor .hill file for, pay for, and Obtain the C'ertificale of Occupancy front the local Building floor Shealhing Department. 17. The Contractor shall Atipervise and direct the demolition and construction t1'ork, using; his boo skill andattention. "I'h- C'ontrac'tor is solely responsible fur all demolition and construction means, methods, At all loc:+tions ted 6"edge/12" field techniques, seytrenies and procedures, and for coordinating all portions of the demolition and construction Woik under he Contract. Safety provisions of applicable Federal (CSiIA), iTA, State, i.ocal Laws, Window Protection Conslrtirtinn Codes, and sound construction I'r,rilice shall be observed and maintained by the Contractor at all times. In UP event of a discrepancy between the various standards of safety required, the nnoAt stringent a provision steal be considered to he applicable• in any given situation. ('on!romw is responsible for ctura r, Struihrr,)I pl)'taookl panels mc'rhanirall�' fastened 2-1/2" «Strood screws 16"O.c. fit of all ron;trtction o inclukling� wner-supplied materials. 7,r16" It)In1111i1r1) thisknr;; 18. Arklritoct A not respon;ihlo for floor finishes chosen by other,. 19. All Tmersionai lnnther to be Doug. Fir, structural grade, No. 2 or better with the following; minimum specifications;Fb(fiber stress)_825 psi, Fv(verti(,al shear)- 95 psi, E(modulo<(if elasticity)= 1,600,00011si. 20. All flush f•an)ed conditions to he securely teco ed. 21. All interio,tfim,casings,etc., to match exiting;no per dwgs. and C"wes Woke. Harper Tower Reconstruction 22. General contractor i.;responsible for coordination for all trades. --- ---- — ---- --^---__.._.� -• P�cw nr 23. Conlrarto;to repair at his/her own cost any arra danrtged (site,hid};.,utility)by Construction. ')600 Suffolk Aven , ,Nl,iftittick, New York 1195)" _ 24. Whem new c•on,truction meets existing;,blend the inlerse(fion so that no scan)or joint is visibie. �.--•_�, � t =.-, w General Notes Code Analysis Nailing Schedule 25 All products, materials,etc.,to he inslalled is per manufacturer's rc'Contn)endations. . i • zr , 36. Conhactorshall protecrall plantings designated by owner during contract}on. "c,',' IT: DRAWN liY: }t)i3 Nt): .y ! A;Shown Rl3 l3k) i t *. r l-4 04 t �ia �,•ac,�t, i41W.: �, it)a 17 ('11fChi1). !Sun). i:L\'l for " 'a�f�' 1:13 Si9,tiS GAP(9 ()! 7 •r•'.'.4• .��-ere - +��n�bt n �',•i 'r.• .. .�}..F�'n.rsM.. s..t g, �-. 'y