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Home My WebLink About38249-Z FFOt,�`' :. Town of Southold Annex 11/10/2014 P.O. Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37259 Date: 11/10/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 340 Glenwood Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 110.-6-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/6/2013 pursuant to which Building Permit No. 38249 dated 8/13/2013 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: alterations and additions, including deck and screened porch, to an existing one family dwelling as applied for per ZBA #6636, dated 4/18/2013. The certificate is issued to Spiro,Melissa, John&Amanda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0038 11/6/2014 ELECTRICAL CERTIFICATE NO. 38249 6/30/2014 PLUMBERS CERTIFICATION DATED 6/27/2014 fieorge Fredricks Au o ' ed S' ature FF©1 r Town of Southold Annex 11/10/2014 V{'j�4�psv ��a P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37260 Date: 11/10/2014 THIS CERTIFIES that the building SHED Location of Property: 340 Glenwood Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 110.-6-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/6/2013 pursuant to which Building Permit No. 38249 dated 8/13/2013 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: accessory shed as applied for per ZBA#6636, dated 4/18/2013. The certificate is issued to Spiro,Melissa,John&Amanda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38249 6/30/2014 PLUMBERS CERTIFICATION DATED Au-?,WedSignature' TOWN OF SOUTHOLD BUILDING DEPARTMENT T'Y 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#: 38249 Date: 8/13/2013 Permission is hereby granted to: Spiro, Melissa & Spiro, John 1010 August Ln Greenport, NY 11944 To: Additions and alterations to an existing single family dwelling as applied for per ZBA and Suffolk County Health Department approval. At premises located at: 340 Glenwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-6-5 Pursuant to application dated 2/6/2013 and approved by the Building Inspector. To expire on 2/12/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,254.80 CO -ADDITION TO DWELLING $50.00 $1,304.80 uilding I spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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: 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 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, 1957)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 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3� ��Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App icant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 4 roger.richert(cD_town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Melissa Spiro Address: 340 Glenwood Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 38249 Section: 110 Block: 6 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 42 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 17 Smoke Detectors 6 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel 100a A/C Blower 3 Range Recpt Fluorescent Fixture11 Pumps Transformer Appliances dw Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect Switches 53 Twist Lock Exit Fixtures TVSS Ll Other Equipment: HOUSE & SHED, 3-combination smoke/co detectors, 4-exhaust fans, 30ft lighting track,4-paddle fans Notes: Inspector Signature: Date: June 30 2014 81-Cert Electrical Compliance Form.xls ��QF so�ryo Town Hall Annex ~O Telephone(63 t).765-190.2 54375 Main Road Fax(631).765-95,02 P.O.Box l 179 - Southold,New York 11971-0959 BUILDING DEPARTMENT J Li JUN 2 7 20}-4 _J / TOWN OF SOU MOLD .CERTIFICATION - Date: ERTIFICATIONDate: o �2 7/r Building Permit No. �02 y Z Owner: ��2 �.�SS 'Sj ra (Please prim Plumber: Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1°l0- lead. (Plum ers Signature) Sworn to before me this day of 20 N ` OONNIE I3. BUNCH Notary Public, State of New York �?( \ No. 01 BU6185050 Qualified in Suffolk County Conirnission Expires April 14,z Notary Public, �� County 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE d3 /,<le-- INSPECTOR_" 3...� i � o a� DO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 v INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J)r ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ? 1 INSPECTOR � 3 0 Z �K� . o��u�sourya6 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTMAL (FINAL) REMARKS: Loll-, 172 DATE � INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 SPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ 'FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) [ j ELEC FINAL) REMARKS: DATE � �� INSPECTO TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � t r n ffi�- DATE ( I � INSPECTOR of s TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � � � INSPECTOR iI �O��QF�pUryO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] ULATION FRAMING / STRAPPING[ ] G / S G [ FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: k. c� DATE INSPECTOR Mal MffA• WMAI STATE ZMGY ,D N WMAJwd I m • � ��■rir ��. . rte►% ADDrrioNAL commNTS v ._'_ • WEEMS ClIE-�i►Idwil MIAMI=�' r • TOWN 09SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALI. Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey_ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form / N.Y.S D L.0 Trustees Flood Permit 1,.xamined 1 '20 Storm-Water Assessment Form �. Contact: Approve / �� 120 Mail to: Disappro cd a/cl�+�/� 47 Phone: Expiration �� ,20 a --- �� I ector APPLICATION FOR BUILDING PERMIT ' FEB Date F!= 1 -! ! S , 20 INSTRUCTIONS DG-a_.-P T. i C-C � v1 ion be completely filled to by typewriter or in ink and s ed-Ee-tlrcBuilding 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. e.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,h sin code,and r ulations, and to admit authorized inspectors on premises and in building for necessary inspections. Alta Indelman, Architect - AA AA 20� 451 Broome Street New York, N.Y. 10013 .i a ure of ant or name,if a corporation) Tel. (212) 219-1774 Fax (212) 219-0084 e-mail aindelmanaia@earthlink.net (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder MCI— Name of owner of premises AMRND,� GT lreOi To( iN, SP11'�0 MGi-1SSA SP11�v (As on the tax roll or latest deed) If 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. 1. Location of land on which proposed work will be done: /540 6LENWo0p r-OAT> House Number Street Ilamlet County Tax Map No. 1000 Section 0 Block 6 Lot _ Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1 ISG LE, rAM 4 U- f F�E 5)D 61S G L b. Intended use and occupancy FAM I L!j 3. Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4400 0 00 Fee 5 (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front JJ�o� Z Vt Rear 3(P`r 9" Depth 3�O Height 22 - q!�Z Number of Stories 12, ► Dimensions of same structure with alterations or additions: Front -7 9 � Rear � Depth aj y '- '<o" Height 2Z i,Z t' Number of Stories 2 8. Dimensions of entire new construction: Front 2 " it Rear 4 Z" 2 Depth 2 Height 7,7,=�rZ," 2•Sto�� Number of Stories I• ST j RH rAg-r 2- STol2� 9. Size of lot: Front 119 1 Rear 119 -06 ' Depth gAS1" -51D&' 227.'1 r WESrStD� SPt►o r_AMI -1 pL3p2CHA56r, 140uy& G-1959 &-05, 10. Date of Purchase Name of Former Owner I tJ FOF+Vh'11 a 0 N(t' AyAi iA.13L.& I t. Zone or use district in which premises are situated L.O W D c-N S 1T� -DI ST I-"! G r 12. Does proposed construction violate any zoning law, ordinance or regulation? YESy NO ver-Y LocAL12E:b 'R> er-EAT* Acc -s tr ,LE 6Nrre� 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO °tMPcNDA,�ay1��t;tlSsa 5PIR-a �2 ToMPKINs ��' SGt(�SD�Ft.E, "y 1058'5 14. Names of Owner o remises Address Phone No 414 Name of ArchitectALrA 1 rJ1)6-WaN4 ARS Address`!'S I Wb Phone No Name of ContractorNo-r �i Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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----.-- * O_- _* 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. LEONARD Notary Public-Sfatd ai tvew York STATE.OF NEW YORK) N )�1cE47119s7 SS: QQ Qualified In New York Colt ty COUNTY OFJ 'o'- My Commission Expo es 3� 28 r N 1`t being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Ile is the ARCH [ �- (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 J day of20 /.3 ' `x '-- �1� �--- ----- Not�Public gnature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 14, 2013 To: Alta Indelman, Arch. For AJ & MSpiro 451 Broome Street New York, NY 10013 Please take notice that your application dated February 14, 2013 For additions & alterations to an existing single family dwelling & shed at Location of property 340 Glenwood Rd., Cutchogue, NY County Tax Map No. 1000— Section 110 Block 6 Lot 5 Is returned herewith and disapproved on the following grounds: The additions & alterations on this non-conforming 26,149 sq ft lot is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10" On lots between 20,000 sq. ft. and 39,999 sq. ft.,the required rear yard setback is 50' The site plan indicates a rear yard setback of 7.1'. Also, the proposed shed is not permitted per Section 280-15 which states: "In the AC and Low Density R Districts, accessory buildings and structures or other uses shall be located in the required rear yard,..." The proposed shed is located in the side .yard. Authorized Signature BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson SO 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 itt Office Location: Gerard P.Goehringer G QTown Annex/First Floor,Capital One Bank George Horning • �O 54375 Main Road(at Youngs Avenue) Ken Schneider ��yCOUKry Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18,2013 ZBA FILE: 6636 NAME OF APPLICANT: John Spiro PROPERTY LOCATION:340 Glenwood Road, Cutchogue,NY SCTM# 1000-110-06-05 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 11 category of the State's List of Actions, without further steps under SEQRA. 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 parcel is a non-conforming 26,149 square feet located in the R- 40 zone. The parcel, fronts Glenwood Road for 119.00 feet at its northern boundary, 223.77 feet along its eastern boundary, 119.05 feet at its southern boundary and 216.05 feet along its western boundary. The parcel is improved with a 2 story frame house and an accessory frame garage. All as shown on the survey of the property prepared by John C. Ehlers,L.S., dated Jan. 30,2013 and last revised Feb. 13, 2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Section 280-15 and the Building Inspector's February 14,2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling and to construct an accessory shed: 1)less than the code required rear yard setback of 50 feet for single family dwelling,2)accessory shed proposed in location other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances for: 1) a 6.02 foot rear yard setback, where the code requires 50 feet, to a proposed deck addition and 2) to construct a 9ft. x 18 ft. accessory shed in the side yard where the code requires a rear yard location. ADDITIONAL INFORMATION: A letter in support of the application was received from a neighbor. The agent for the applicant provided several setback variances that were granted in the neighborhood. The lot adjacent to the applicants' rear property line is owned by the applicants' family and is wooded and undeveloped. The two lots Were unmerged by the Board of Appeals in 1998. I FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2013,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: Page 2 of 3—April 18,2013 ZBA File#6636-Spiro SCTM: 1000-110-6-5 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes additions to an existing residence and the construction of an accessory shed, both of which are characteristic of properties in this neighborhood that have been similarly improved over time. 2. Town Law &267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The pre-existing single family dwelling exists entirely within the 50 foot rear yard setback and has a pre-existing rear yard setback of 5.8 feet (as shown on the proposed site plan), which consequently creates the requirement for a rear yard setback variance for any proposed additions or alterations to the dwelling. The applicant's architect provided substantial documentation as to why an addition in the existing front yard was not feasible because of the great expense required to re-locate existing mature trees, underground water and gas lines and overhead power and telephone lines. A variance from a conforming rear yard location for the proposed shed is required because there is no room in the rear yard in which to locate a storage shed. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial. The rear yard setback variance represents 88% relief from the code. However, this substantiality is mitigated when considering that the two story dwelling exists in its pre-existing location having a slightly lesser(5.8 feet) nonconforming rear yard setback than what the applicant requests, that new construction closest to the rear property line is proposed to be one story in height, and that an existing accessory garage at 2.6 feet from the rear property line will be demolished. The request for a proposed accessory shed in a location other than the required rear yard represents 100% relief-from the code. However, this substantiality is mitigated when considering that the proposed shed location is within the 50 foot code required rear yard setback from the rear property line. 4. Town Law 1267-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. 5. Town Law _4267-b(3)(b)(5). The difficulty has not been self-created. The difficulty is a consequence of the pre-existing non-conforming location of the existing dwelling. 6. Town Law 4267-b. Grant of the requested variance reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a additions and alterations to a pre-existing dwelling and the placement of a shed in a location other than the required rear yard, 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 267-13, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the architectural drawings prepared by Alta Indelman, R.A., sheets G-001.00, G-002.00, EX-101.00, EX-301.00, A-101.00, A-102.00,A-301.00 and dated Feb. 1, 2013 and the revised site plan dated 4-5-2013 showing the actual deck setback of 6.02 feet from the rear property line. 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 variance(s)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 Page 3 of 3—April 18,2013 ZBA File#6636-Spiro SCTM: 1000-110-6-5 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. Vote of the Board: Ayes:Members: Weisman(Chairperson), Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0). Y- Leslie Kanes Weisman, Chairperson Approved for filing /2y/20l3 i - I I nnio U' °° Town of Southold - Chapter 236 - St rm ater Mana e e t 16 SWPPP - Storm Water Pollution Preventi n Plan ' 1 TAz� lm,tent Fon GEN"A T T_NTVn'DAArA'T'U-tXT. i A tt n_--i—I Tnlorniation is Required for a Complete Application) APPLICAI Property OWW—P--of Different than Applicant) Alta Indelman, Architect MANDA HlJ -f G1S 5 Address: 451 Broome Street New York,N.Y. 10013 Address: S s Telephorn Tel. (212) 219-1774 Fax (212) 219-0084 Tekph elf Fax e-mail aindelmanaia@earthlink.net /vpg3 E-Mail; E-moo: S i t;o' 1MA i •LD Property Address: Brief Description of Construction Activity,Proposed Struetteral BN Ps,Soil s.c.T.M.ff StabaILattim BIMPs,Project Scopeatxllor Se t wxe of Coustnxtion Activity OJstrla iron Brock tar 1proMa Add'aiora--ages as Needed) Name of Contractor andfor Contact Person Responsible for Impkmentation of SWPPP: MnA�1'1 p Q��.�(�*}7�t�(�� a /�� {�.. 1 Address: MiM0A .1. .�•.'*.'�.)Ny - ../SIT.�1IMLAC�WM V.. Telephone#: Name of Persons Responsible for Installation d Maintenance of Erosion Control Practice: Address: 1 TekPhone#: .t.iiG!^�L•,r�_/.".`Y_._,...._ E-Mail: r_._. _._-_fl.��!. tf L-._.7 ..• _ Total Area of AI Total Area c;Land Gear ng /��tD� Project Parcels: andtor Grow Disturbance: VD 7_t_.1.�_+.."'1 [v�+W f(� (SF,f A—i (S.F.t Aus..) Project Duration: Sart End (Anticipated) Date: Date: Will this Project Disturbe five(5)or More Acres at ` "N R �✓ S - ( (/� Any One Time During the Proposed Development 7 Yes no �ALI �._�{,...__I.-��_Q_.� If YES:Please Answer the Foltowingl Pax .._Sl(f-�l'I.G..,��... +rv!/vI_L.! a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP indicate How Frequently the Site Q 0 List the NAMES or description of all PotsntlaRy impacted waterbodles a idlor Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identi)r.All Temperary and/or Permaaew.Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted Wata body:(eg.TMDL,303,4)Listed,knpaired._) e. Does the SWPPP indicate Additional Site Specific Q Practices that WiA be Utilized to Protect Water Quality? Yes No I. 1as the Applicant Submitted a Completed DEC Notice Type of lmpacted Watertwdy:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review [� U by the Town of Southold? Yes No STAIT OF NFW-YORK, - C I)N'1'Y ......................SS That 1, .........................being du.'y sworn,deposes and says that lie/she is the applicant for PCrnlit, ( me o dui lrg Dccumert) Andthat he/she is the ..................................................... (.� ,1...,,..,,......................................_.....__....... (&ner, ontractcr,Agent,Co pc ate Offsr,etc.) Owner and/or representative of the Owner lir Owners,and is duly audiorized to perform or have performed the said work and to nuke and file dais application that all statements conLiined in ilius applicaton are tire to the best of ills kitowledge and belief;and than the wotk will i)f:veifoirne(i in the inaiinei sel,truth in the applicatiutt filed terewith• NotarY M A GAl14BIN0 Sworn to before me i PiVocgSNew Ytate Of rk 26974 2 uaiified in Rock! `.. ._.. clay of'.- ................_..,20�. � C jss' d Coun t Notatti Public: ..... ... .. ....................... ........... .... ........ xpire . 16,2 (Sigratu cfAppIcant) SWPPP Assessment FORM: 03-12 o��pF SQ�jyo Town Hall Annex Telephone(631)7651802 ' 54375 Main Road ,ax gyp P.O.Box 1179 G Q roger.dchert�fowfl So76 tool ny us j Southold,NY 11971.0959 �l�C� ►`�O . ►nrtV I. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY. Date: , Company Name: Name: �.= License No.: Address: rn /J,- Phone No.: — U JOBSITE INFORMATION: (*Indicates required information) *Name: S` *Address: c10 *Cross Street: *Phone No.: Permit No.: Tax-Map District. 1000 Se on: Block: Lot~ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: (T�/ NO �oughln Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form r Alta Indelman, Architect 451 Broome Street New York,N.Y. 10013 Tel. (212) 219-1774 Fax (212) 219-0084 e-mail aindelmanaia@earthlink.net February 5, 2013 Town of Southold Department of Buildings 54375 Route 25 Southold,New York 11971 Re: 340 Glenwood Road, Cutchogue, New York To Whom It May Concern: Enclosed please find: (2) sets signed and sealed plans. (1) Property Survey. (1) Signed and Notarized Building Permit Application. Check for $50.00. The following is a brief summary of the scope of proposed work: SCOPE OF WORK: 1. Interior renovation of selected areas of the existing circa 1927 house to make the spaces more suitable for contemporary use and to accommodate the needs of the elderly members of the Spiro family. a. Create an accessible Bedroom and Bathroom on the 15`Floor of the house, by enlarging an existing Bedroom, and repurposing part of the Dining Room, for the Grandparents, so that stair climbing is not required. b. Relocate the clothes washer and dryer, from the Cellar, to a Laundry Room on the 1 st Floor for similar purpose. C. New Powder Room. d. Remove existing Kitchen and expand Living Room. e. Combine two extremely small Bedrooms on the 2"d Floor to make one comfortably sized Bedroom. 2. Demolish existing Garage. 3. Build new addition to include the following: a. Accessible Entry. b. Family sized eat-in-Kitchen. C. Dining Room to replace the one whose space was re-purposed in the old wing of the house. d. Two Bedrooms. M Page 2 of 2 3. (continued) e. One full Bathroom and one Powder Room. f. Screened Porch. g. Open Deck. 4. Build new accessory Storage Shed. I understand that this project will require a variance from the Town of Southold Zoning Board of Appeals. Kindly issue a Notice of Disapproval as required. Very truly your , Alta Indelman, AIA enc. Alta Indelman, Architect 451 Broome Street New York,N.Y. 10013 Tel. (212) 219-1774 Fax (212) 219-0084 e-mail aindelmanaia®earthlink.net DATE ( � • I TRANSMITTAL JOB No. ( 2it4 '-;,+, TO: --PWo z)` 56()7-poT 7T/\) PlvW 6-MMIAI&A D11Mon1 ie'u jS 66x7_ o f !GI S M 6 . �✓� �w41 T A4- 09j vet, d F f4mr, l-774t*? �tP7: SySrat .*Alt> Alla CI P4_WAe 71P yav wHN ,ecce,v r) /U �4�vh�',�-i�►� G�2S�- P 17 Li 2013 TOUdi' ('r c;;J�;TNOID FROM: SENT BY: MAIL �// FED EX MESSENGER Alta Indelman Architect , 451 Broome Street New York,N.Y. 10013 _ } Tel. (212) 219-1774 Fax (212) 219-0084 e-mail aindeImanaia@earthlink.net AUG -3' 2013 DATED BLDG. DPT. TO'Vlf OF SnUj'NOLD TRANSMITTAL JOB No. 12 + � 3 �0 �N J 'D U 7 C- 0-4&tfir_1- N TO: Pj+�a PAU-I S OF //suap1w 37 5 Ho 414"1I 7A6 «IeAlva IgL f-L— TSN t, 114 6t I< A 46T— LA4 qtr FROM: SENT BY: Tn F EX MESSENGER �`\ Gf"IIr1 Alta Indelman, Architect 451 Broome Street New York, N.Y. 10013 Tel. (212) 219-1774 Fax (212) 219-0084 e-mail aindelmanaia@earthlink.net August 19, 2013 "Town of Southold Buildings Department 54375 Main Road Southold, New York 11971 Re: Spiro Residence '140 Glenwood Road Cutchogue, New York 1 1935 To Whom It May Concern: Enclosed please find a check, made payable to the "Town of Southold, in the amount of' S1,304.80. This represents the permit tce for 340 Glenwood Road, Cutchogue, New York. Kindly issue the permit and mail to may address. Ary truly you , /f f Alta Indelman, AIA enc. AUG PO STALL/ '�.IO EY l.-.�1.1.I-M- Al Y HUt Gl/G1 . �? �� Serial Number Year, Month,Day Post Office U.S.Dollars and Gents ;. r 2013-11-18 119010 , 21437150793S440- 0-0- a ! ;<$ Clerk y to \ddress �� r _From_ .:)..1►, I T.._>�-w. ,�t-r; j ,S r S(poi- Addrass D "1" Q 1 _.l�-IV :�r -�._ �Qe7� MO, r SQA, MSW r` 13w- s SEE REVERSE WARNING•NEGOTIABLE ONLY IN TA U.S.AND POSSESSIONS MM'S or I 1:00000800 21: 2 LL, 3 7 1 SO ?9 3110 ` CERTIFIED MAIL-RETURN RECEIPT November 07, 2013 John.C.Ehlers,L.S. 89FF.Co — NOV 18 2013 6 E.Main St. C�Of w�7�1 SERV/C Riverhead,NY 11.901 AStArER IMG• Re:Residential Application#R10-13-0038 To Whom It May Concern: Please be advised that check number 214 in the amount of$420.00, submitted to this offic, for the above referenced application, has been returned by the bank with the code "NSP 2nd tim ,", Our office now requires a $440.00 CERTIFIED CHECK OR MONEY ORDER ($420.00 p1u, $20.00 returned check fee). The approval to construct is herby susyended until such time as this i hatter is resolved. If you have any questions,please contact Sbelxy Kemp at(631) 852-5700. . 1 JAS' V_er7„txu]xyours,_.. _q•, Walter].Hilbert, Principal Public Health Engineer,Chief ` Office of Wastewater Management L�- WJH: sk �QG` 1, 19 r6 cc:Town of Southold Building Department �- cc:John Spiro �1 DIVISION OF ENVIRONMENTAL QUALI7Y Office of wastewater Management•360 Yaphank Avenue,Suite 2C,Yephank N 11880 VqF (631)852-5700 Fax(631)852-5755 r�b"'c 8mft Z 3o Z a6ed xdse•a6essaW3uild/Ilew/sn-ua/9-loe/915-Zo98£/wo:)•joe•jiew//:dnq e N, v 1 C� l� r-- .i� i � N r { r" i Wd ZT-T bT/T/L � � � �� \ \ \ � \ \ \ � � \ \ \ \ \ � � � \� � y � : , < . . . . . . . . < . .�»w° < � . : . . : . � »>�.w. . . y <x » . § � � \ } } 2 \ a \. y a e . , . . . > ! , . \ 2 \ y\ » . : > : \ < ; } , . : {�� . »\ �� . . y� . . , , ,\ .« � , : , : } , : y ,w• � ; < , w< : � - , , + » . : � : \ . � . : . . �y< z �z ? : . , � f ��y < , y , . . . , \ \ . > - , : I � , \ � \:g \ : >: \ . » : , : . < � \ \: ^�` \ 2 r� /�/\ «` \\� . y> y . . . y , > : .., �� . : _ j^ � � \\ } \ � . � f � \ `� � ° � % ` §� \ » \ \\ � \ �} \ � `\ � � � ��y.. � ��° . , � ! ( , ! � . . . . . < � �: � : � \ \ � y: < � ` � \ \. _ > \ � a: z , , z . � z � � x« ^ � � — ' � \ 7/1/14 1:12 PM From: Dan Finne<dfinne9199@aol.com> To: dfinne9199<dfinne9199@aol.com> Date: Tue, Jul 1, 2014 12:57 pm Attachments: photo_1.JPG(41K), photo_2.JPG (42K), photo_3.JPG (46K), photo_4.JPG (52K) V l Sent from my iPhone 4 Attached Images t http://maii.aol.com/38602-516/aol-6/en-us/mail/PrintMessage.aspx Page 1 of 2 GLENWOOD ROAD 119.00' p i E: o I Q a z TAX LOT 1000-910-6-5 (O LANDSCAPED UNPAVED ' TURN-AROUND LOW GARDEN WALL \ TREE UNPAVED PARKING AREA TREE WITH(2)SPACES �/ \I \ TREE I I ( FLOW GARDEN WALL PARKING PARKING L—7La �� 27 J LOCALLY NG \\ C iz–A 1 STORY COMPRESSORS � NEW NEW 2 STORY AREAWAYS SHED NEW ACCESSORY SHED tso COMPLIES WITH TOWN OF b I 2 STORY SOUTHOLD ZONING CODE 9 280-15. IF NEW 1 36T STORY STORY ` \ =ui REMOVE EXISTING GARAGE NEW OPEN 119.05! DECK NEW 1 STORY TREE TREE SCREENED PORCH NSPA PROPOSED SITE PLAN " s�:r.wa P F � RECEIVED i - VIE � �? 8 . ZBA � RE � SEE DE APR 5 2013 lC # 3 lU QATED f / 2d N BOARD OF APPEALS UNPAVED TURN-AROUND LOW GARDEN W TREE UNPAVED PARKING AREATREE WrrH(2)SPACES—lzzlzz:z TREE I f I I 1 N d PARWNGIPAMONGf ��`TREE a' JI I ADJUST GRADING '9 ��CP L—— A'- lz.r LOCALLY AC 15TORY COMPRESSORS L; NEW NEW 2 STORY AREAWAYS SHED NEW ACCESSORY SHED b S5.Q t f 2 STORY ae.r r NEW 1 r S b 1 q L 1 REMOVE EXISTING GARAGE * NEW OPEN 119.W DECK a i NEW 1 STORY TREE TREE _ SCREENED PORCH 3�0 S,W40P AwAD N GV'fGHOC VE �•Y. - PROPOSED SITE PLAN ' " o SCALE: 1"=20'-0* LO Alta Indelman, Architect 0 451 Broome Street New York,N.Y. 10013 Tel.(212)219-1774 Fax(212)219-0084 �' a-mail aiadelmsaaisQa earthliak.aet . 5URVEY OF PROPERTY SITUATE: FLEET'S NECK ti AT CUTCHOGUE TOWN: 5OUTHOLD F 5U1=EOLK COUNTY, NY s III SURVEYED JAN. 30, 2013 SUFFOLK COUNTY TAX # 1000 - 110 - 6 - 5 I CERTHgED TO: DA J.SPRtO JOHN B. 6.. VyATERM J®1EIN SP'IR® WILISSA A.SPIRO M M 11f' �00"'E � 119.00 N5,7031 II r fl Q 70 -13 ss � coo NTAX LpT �' N W rr p - 110 - 6 - 5 100 0 t- O 900 0 N NCO Vt � t9 �9- s I � GOND'GJRS � i O 2'DIA.O 4 N fl MAPLE fi 2'DIA. �l O EVERGRE7=M 'S pRIVE co STONE 701A. O MAPLE O E 31.3 GP 32' LC09 b A GOTTA6E GE w O Ib 3' 2 STORY — EL=30.9' los' N Fp-AME 9 � 1 u u! HOUSE N Gp Q Ib 3. 10 to 13, •4 EL=31.9' =' GpNG. O PINE 26 it DOUG _0_.-0-0--0---0--0 2DIA. GD OAK O � f OAK r I S61°20 "W 1 0 Land now f rmorly »=355' ROOF PEAK � O Amo Spiro EI =s5'2 .. n I(O GRADE BA5E O O M I a A. Ir0 of STEP = 335 3 (0 LIZ Q O -n N W G y O �4-i �y - < < gat NOTES: i�op�4 y wa p 4 tY t ■ MONUMENT FOUND 'y[1 �.\�• t ] nis f 1 the t t mf rv�go p AREA TAX LOT NO. 5 = 26,14a5. F. OR 0.6003 Acres PROPERTY ZONE R - 40 JOHN C. EHLERS LAND SURVEYOR ELEVATIONS REFERENCE AN ASSUMED DATUM 6 EAST MAIN STREET N.Y.S. LIC.NO. 50202 C7RAPHIC SCALE 1"- 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF:C:\Usersllohn\Dropbox\l2\12-153 house lot only.pro i 5URVEY OF PROPERTY 51TUATE: FLEET'S NECK AT OUTCHOGUE TOWN: 5OUTHOLD 5UEEOLK GOUNTY, NY SURVEYED JAN. 30, 2013 REVISED FEB. 13, 2013 j SUFFOLK GOUNTY TAX # 1000 - 110 - 6 - 5 CERTIIEqED TO: AMANDA SFIRO JOw MAIN JOHN K SFIRO ib" VVIIA ER _ MMlSSA A.SPPIRO r+ M p � ®®D eC�� 119.010 5704 N i d r 4 d n 9- O � 13SO rn —co -6 3q co N LOT o TAX - 5 �► 10 00 - 110 - (oW �`s W N o r p LZ 400 CD 0 i r 3 co Q 3 GONG GURe fl 9 Z= 6 F F O 2' 0 CD 4 'l —n MAPLE r EVERGREEN 5T0 DRIVE � NE 2' V o n 0 MAPLE Q EL=31.3 GP 32' N S1 14" DIA. O 202' - TREE O m c"r GOTfA6E GE 7� 163' O (�j fl -t' 2 STORY �' F EL=30.9' 9 205' FRAME u HOUSE qq, 2 b3' _ FRAC N gq E p i RAG GP - A - Ib G 3 105 I,DIA' u 264' EL=31.G' - cow-- O PINE �� DOUBLE —o --o --o�-o-0 2'DIA. QD OAK o lS� —o OAK s Q f S61°ZO �4 1 Land now f rmerly FF=355' K ROOF A Ir0 EL=55 2' cj � n iro GRAVE BASE o 0 M i a A. iro of STEP = 33.5 s 3 o 3 -r a �%tltl E < NOTES: �Py r 0 MONUMENT FOUND c � � the Pthn d eo i of AREA TAX LOT NO. 5 = 26,14G5. F. OR 0.6003 Acres Fp LAN Sv PROPERTY ZONE R - 40 ELEVATIONS REFERENCE AN A55UMED DATUM 6RAPHIG 5GALE 1"= 50' 5UR VEY OF PROPERTY S-C.DILS.REP.It RIO-13-0038 At SITUATE: FLEET'S NECK AT CUTCHOCGUE TOWN: SOUTHOLD F SUFFOLK COUNTY, NY S SURVEYED JAN. 30, 2013 REVISED FEB. 13, 2013, bit TSR MAIN MAY 21, 2013,1ULY 8, 2013 (o WP` w �— JULY 11, 2013 w SUFFOLK COUNTY TAX # _w _ 1000 - 110 - 6 - 5 w CERTnUD TO: ¶ yw®® — JJLL'�e AMANDA J.sI�® GL119.0w _.=----- JOHN E.SPMO EL=21.2' M blELESA A.SiPMO -X45`1°3#1'W EL=111' EL=22. ' {.� S FFOLt: COUNTY DEPARTMENT 0 HEALTH SERV CES � c,� ERMI 9O' R APPROVAL OF CON TRUCTION FOR A SINGLE FAMILY RESIDE cE ONLY d I JUL 1 n Q. O , D.A T EL=25.f�r t;. r i10. _ l u�13' -C QELSROGi',1S -{ � 3-11 FOR (- f ATE t?: ", �Pt�O AL r �p �Af,andonmeii c,t existi.��sanitu utrewn Cvith department r;Q t 73 d d D A EL=2,.o' ih��NL c - Proof, `5rn Q completed fU rn � rr' n o o � n C K �s [J EL=27.7' � co co � i7► � � 3� I s + GONG. —1 p L=28.1' 2'DIA 0 s O rn rn fi ��9 � MAPLE x} 2'DIA. GP EVERGREEN is O 5 ONE DRIVE -17 O N S x ww-' O MAPLE I p O �Q rr EL=28.8' EL=313' 3.2' GP 14„ IAOO. 0 O 6 Excava#i n Ins � E 3 __ } , tJi� L A v,ui " 10.3' pection R � ffl Q � For ani#a q 2 STORY /�- B H i Y vystem 2�.5 ; F=RAME By a►#h HOUSE Department �i N , N N ' p DIA• mak- a' !o GONG• OPINE o__--0--—0 2' DIA. QDDOUBLE o EL=35' _o____o--o----- OAK I � I-- 6"'RAVE OAK EL=211' FRPt t5R51,gpVED S1 T°>3, S61°20'O4"'W 119.05' -� rn Land now or formerly of: o OL t- -rte Amanda J. Spiro <' -- - r- F _.....w,....,..,...., z John E. Spiro n� O SM C� Melis5o A. Spiro O ----- O O (l LC VACANT r-- SG _ --------- 4' rI, 1 I j L � 177 o rn o SP �' I AUG - 2013 �, pF NE{y 23' n 0RAINA6E 5Y5TEM GALCULATION5: TEST HOLE PERVIOU5 DRIVEWAY 3,806 OF HOLD 8sq' ft. BLDG. DEPT, y SOUI MGDONALD 3, 06 sq. ft. X 0.17 TONJfd= 641 cu. ft., �r GE05GlENGE -,--,._-. 641 cu. ft. /42.2 = 15.3 vertical ft. of 8'dia. leaching pool required 3/25/13 PROVIDE(3) 66110. X 6STORM DRAIN POOL PROP05ED 8' DIA. X 3' DEEP ORYWELL5 FOR ROOF RUN-OFF ARE 5HOWN THU5: 111 to°` atlm Low.` wr NOTE5: HOUSE ROOF IN6LUDIN6 NEW SCREEN PORCH mT�knn T wgMl a ur I�',� s 5t_11..seal shad t'» 11,11'fred to be vain[- 2,103 sq. ft. X 0.1'7 = 358 cu. ft. cWlw 358 cu.ft. /42.2 = 8.4-1 vertical ft. of 8'dia. leaching pool required `"yp11o,° aa a ■ MONUMENT FOUND PROVIDE(3) 8' dia. X 3' 5TORM DRAIN POOL .t:�aGe of Pr-h..for Land 5 veys aAopted al Ib New Yak$tate M>ocWtfT of Proleealwnl LTG 5lrveyor5.5a1G c titotlone Ohall Nn only to the Gerson for""'the9"'prey ed, TGT hle behalf to the lib corrprny 990o to,opncy ab bndlry MStku!lan Ilsled hd'eT,ad AREA TAX LOT NO. 5 = 26,1411 5. F. OR 0.6003 Acres °tt et,`�t m o�,"�mmai° PROPERTY ZONE R - 40 JOHN C. EHLERS LAND SURVEYOR ELEVATIONS REFERENCE AN ASSUMED DATUM 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG 5GALE 1"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF:C,\Usm\John\Dnopbox\12\12-153 house lot only.prn SURVEY OF PROPERTY S.C.DAS.Rte?#R10-13-0038 N 51-MATE: FLEETS NECK AT CUTCHOCGUE w TOWN: 5OUTHOLD SUFFOLK COUNTY, NY S SURVEYED JAN. 30, 2013 REVISED FEB. 13, 8, 2 ( �� y1P,TER� MA�- MAY 21, 2013, 8 JULY , 2013 JULY II, 2013, w FOUNDATION LOG. 10-10-2013 M SUFFOLK COUNTY TAX # __--- w ®OID ?®AD 1000 - 110 - 6 - 5 L�TII�D TO: 0LENW MM00"s119.00 AMANDA J.SPIRO 1457°37'W JOHN S.SPIRO MBLLSSA A.SPIRO ( u� t t ' d ' r 1 Q I I 1� r+ p Ax I,I,-OT - 5 y N W 1p0 W `�s 1 p O LO fl 1 x Q too° to ' o.� s C Otc—CURB .WWW 5 -0 Q z fj iti) n� 0 9 till to 0 ;wk� corraCA-E E 20.0' GONG. . »0 2 5TORY W 9 � FOUNDATION FRAME 33.4' D HOU5E a q. g5' b 35' W Ib coNc. —° o r Q S61ON04"W 119.05' N 0 Q � o Land now or formerly of: Q � � D Amanda J. 5plro John E. 5piro o Me1155a A. Spiro -h Lc 3 LE LNIX o 0� I 6 20v OF NEW Y <. . EH O,p wapNW*dw= ompw r.'a�"rww.o�wMr7�i: IFN 5 2 2�JQ n.vrrr.w.e r.:. r SEp Lqmew aw w.. �rr.ww NOTES: ■ MONUMENT FOUND JOHN C. EHLERS LAND SURVEYOR AREA TAX LOT NO. 5 = 26,14q 5. F. OR 0.6003 Acres 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, 5GALE 1"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 RBF:C:\Usen\l0lm00wments\My Dmpbox\12\12-153 foundation locadon pro 5UR\/EY OF PROPERTY 51TUA�TE: FLEET'S NECK sc.u.�s.1tffit.�RIO-13-oo3s N AT CUTCHOWE P TOWN: SOUTHOLD F SUFFOLK COUNTY, NY 3 eVR\/EYED JAN. 30, 2013 REVI5ED FEB. 13, 2013, w MAIN MAY 21, 2013,JULY 8, 2013 (�" V`IATER ----- JULY II, 2013, w FOUNDATION LOG. 10-10-2013 w W FINAL 08-05-2014, 10-31-2014 V w 5UFFOLK COUNTY TAX # i— R®� 11uj �' W 6 G�-° 1000 - 110 - - 5 ENW ®11.di CERIIFMD TO: 119.x' y l AMANDA J.SlIRO 57051900"B' 1 "' hMISSA A.SPIRO 1 yam. 11 /� C•: t ' r ' 9 4 CTI —CO I QO O _ » 00 6P+x LOT 5 W i5 �.co W loo 110 - 6 - 0 �s � o 1 v + is O ' W M 11 Q0 9 O O '1 Ngo i m >E� O. i • } 3Q � s GONG• O COTTAGE 11.0' 20.0' N a-0, 2 STORY Ui ryt 9 rl r--A FRAME x 9 15.11' HOUSE 11.11' I FRAME 5.5' DECK { 1 5' ----------- cow- -0-0-0— ONG._p_—O---O--'—"00--0 O 1-- 9 S610?A ""W 119.05' o Q co o Land now or formerly of: Q Amanda J. Spiro John E. Spiro co -17 Melissa A. Spiro 0 0 o QO �c � O SUFFOLK CC1. N Y OEEPJ1RTPAENT OF HEALTH SERVICES 9 O *7 3FOR „ Date "' 0 6 20_1 RIo 1�..-oo�g been iound to OF E�/ j be�a�ufacioryFt� ..'`: a'. Ir;,. 11 1 ,. �--�'� mak.�c•EHc �®/ 4 Y `� IV rrKp pBbe ry adlkeenxd and w�rvdeya a xal l a tnB t r/. New Ypk 5la,e ECLcatkx�Law." alycopbsiromtneoIy loftnta rBy )r .L ry tf `� ketl wth on—19- r the Iand wrveyorS 0ffices��t.,r c 3#Cr Ia's,; runt n.� aPBdsBal hall w keed,abBwll�lee �....��_.�..._••.,._ .-__.....—„�.,.•,. 'Narlilkatbrr,ldlcaled hereon 5kjniiy thiat thb �^� survey wro prepQetl h accordmce with the ex- i .� \ klny Node or Prac!ce for Lard Svvoys adopted NOTES: �, t'H the New Yak State Ae�bllon W Prole»tonal 'L S 2 `'r.(� Lod Survey r5 5akl certelGa[IorT.shall run only �.12 \;hl ,o the person for whom the srmvey ly Prepered, nn xnalr to the u,le car�pary ya„er..�e�- MONUMENT FOUND lkw5 /al agency and lerrdlrg Mtkullon Ilsled hereon,and the ns+kJnee>of the IBridFg Irotitutlon. Ner[IFica- a^e rcH Irh�Sferable to oddrlloml Inslrt�tbns ■ JOHN C. EHLERS LAND SURVEYOR AREA TAX LOT NO. 5 = 26,149 S. F. OR 0.6003 Acres 6 EAST MAIN STREET N.Y.S.LIC.No.50202 GR.APHIG SCALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF:C:\UsersUohn\Dropbox\12\12-153 Enal 08--06-2014.pre APPROVED A; TOTED DATE: d1 B.P.# ; FEE: `� L BY: NOi1l-Y BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE FOL'.OWING INSPECTIONS: 1. F( 1 J,.,DATION - TWO REQUIRED F'-',R POURED CONCRETE 2. RC)UGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Dv i�u ' PROCEED WITH FR�,i, l ;a YORK STATE. NOT RESPONSIBLE FOR UNTIL SURVEYOF F=i�iJNl '' 1-,' DESIGN OR CONSTRUCTION ERRORS. ON LOCATION HAS Iut: , C CSP,'r L( V,IFTH ALL CODES OF Nt ," YORK STATE & TOWN CODES AS !'%EOUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA _. SCU7ItAGGN7RtJ3TEES PLUMPING ALL PLUMB '.r `f -TE &WATER U .:: .:_..D TESTING BEFORE COVERING RFT^:'^ti STORM WATER RUNOFF PUR3)UANT TO CHAPTER 236 ;�i�ICATION OF THE TOWN CODE. RLUir B r. I:. . RE "'N LEA CAD ' TEt=OOCCUPANCY SOLDER USED IN WATEP OCCUPANCY OR _iUPPL U YS E CAMN U. O USE IS UNLAWFUL cXc.EL WITHOUT CERTIFICATE OF OCCUPANCY ARCHITECT ALTA INDELMAN, ARCHITECT n' 45.1 BROOME STREET,SUITE 2E GENEC RAL, NOTES ZONING CALCULATIONS NEWYORK.NY 10013 TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: aindetreanaia@earthlink.net STRUCTURAL ENGWEER SCOPE OF WORK: J.D.GOLDREICH,PF.,LLC 1. Renovate existinghouse including interior upgrades, build new addition,demolish existing accessory a and ONE. g P9 g rY g� R-40 2 fO EBN1 sU1•rE 1124 W.35TH � build new new accessory storage shed. EXISTING USE: SINGLE FAMILY HOUSE WITH ACCESSORY GARAGE NEWYORK,NY 10001 2. General: All work to be completed in accordance with the regulations of Southold Town and with the Residential TEL.(914)772-8115 FAX(212)895.51 58 PROPOSED USE: SINGLE FAMILY HOUSE WITH ACCESSORY STORAGE SHED M€PFP€NGNEERS: Code of New York State including wind load and energy efficiency requirements. 3. All habitable rooms to meet light, ventilation and heat requirements as per Residential Code of NY state R 303.1. MAXIMUM PERMITTED LOT COVERAGE: 20% JACK GREEN ASSOCIATES 4. Bedroom windows to meet requirements for emergency escape and rescue as per residential code of NY state 242 W.36TH STREET NEW YORK NY 10018 R 390. EXISTING LOT AREA= 26,149 SF TEL.{�12)s2s-o65o F'a"•(212�szs-ossa 5. New windows, patio doors and skylights to be Anderson 400 series with Stormwatch Protection or equal.Glazing to be Impact-resistant, Insulating low E type. CIVIL ENGINEER: 6. Before commencing work, the contractor shall file all required insurance certificates with the Department of EXISTING LOT COVERAGE: B.THAYERA590CIATES Buildings, obtain all required permits, and pay all permitting fees required by Southold Town. EXISTING HOUSE FOOTPRINT: 1 225 St 1000 c�RO SW�; K DRIVE W.,SUITE 104 7. Fire Safety: ' TEL.(516)364.0680 FAX(516)364,WW a. All building materials which are stored at the site or any area of the building are to be stored in a locked area. ACCESSORY GARAGE FOOTPRINT; 529 SF Access to the area to be controlled by the owner, or the General Contractor. TOTAL EXISTING LOT COVERAGE = 1,754 SF 1,754 SF = 26,149 SF = 7% b. All materials to be stored in an orderly fashion. 7% < 20%, OK c. All flammable materials to be kept tightly sealed in their respective manufacturers' containers. Such materials are t0 be kept away from Ileal. COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT PROPOSED LOT COVERAGE, WARNING:IT IS A VIOLATION OF THE NEWYORK STATE d. All flammable materials to used and stored in an adequately ventilated space. EDUCATION LAW FOR ANY PERSON,UNLESS ACTING e, Electrical power to be shut off where there are exposed conduits. EXISTING HOUSE FOOTPRINT : 1,225 SF UNDER THE DIRECTION OFALICENSED f. All electrical power in the construction area to be shut off after working hours. PROFESSIONAL ARCHITECTI A ALTER ANY REM E THESE PLANS IN ANY WAY. F ALTERATIONS TO THESE NEW ADDITION FOOTPRINT PIANS ARE MADE,THE ALTERATIONS SHALL BE MADE g. Contractor, at all times, is to ensure that there is no natural gas leakage in the building, or any flammable gas (INCLUDING SCREENED PORCH AND DECK): 1,209 SF IN ACCORDANCE WITH ARTICLE 145-SUBSECTION IF leakage. NEW ACCESSORY SHED FOOTPRINT: 168 SF ANY ITE THE RINGEW THEORK SEAL OF AN ARCHTION ITECT is g ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS h. Functioning fire extinguishers and smoke alarms will be maintained in the unit during the Work. TOTAL PROPOSED LOT COVERAGE: 2,602 SF TTHEEITEM'H s SEEATLANDTHE NOTACTITOISd�i�DEJ,rO- 1. The work shall not block access to any fire exits in the house. 2,602 SF i 26,149 SF = 10% FOLLOWED BY HIS SIGNATURE AND THE DATEOF 7. The contractor shall coordinate all work procedures with the owner, including,but not limited to the following: ° '< 20/o° , OK THE ALTERATION.SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF a. The contractor shall be responsible for the protection of all conditions and materials within the proposed d/0 construction area. The contractor shall design and install adequate shoring and bracing for all removal tasks. MAXIMUM PERMITTED BUILDING HEIGHT: 36 The contractor shall have sole responsibility for any damages or injuries caused by or during execution of the work. EXISTING (MAIN BUILDING (HOUSE) HEIGHT b. Dust Control: (ABOVE AWERAGE GRADE) : 22'-8112" < 35 OK b.1 Debris, dirt and dust to be kept to a minimum and confined to the immediate construction area. PROPOSED MAIN BUILDING (HOUSE) HEIGHT b.2 Debris, dirt, and dust to be cleaned up and cleared from the building site periodically to avoid excessive (ABOVE AVERAGE GRADE) : 22-8112" < 35' OK accumulation. c. New and existing water and gas valves to remain accessible. MAXIMUM PERMITTED ACCESSORY STRUCTURE HEIGHT: 18 d. The contractor shall not permit any dumpster or garbage container to be left for more than five (5) (EXISTING ACCESSORY GARAGE TO BE DEMOLISHED) 2-7-20,3 ISSUED TO ZONING BOARD consecutive days at the sides of the house. Notwithstanding the foregoing, the placement of any dumpster PROPOSED ACCESSORY SHED HEIGHT 2.1.2013 ISSUED TO D.O.B. must comply with all governmental regulations, including without limitation,obtaining all necessary permits. (ABOVE AVERAGE GRADE) : 12'-2" < 18" OK 9. The contractor shall lay out his own work, and shall provide dimensions required by other trades; plumbing, No. DATE DESCRIPTION electrical, etc. All dimensions shall be field verified. Any dimensional discrepancy should be brought to the EXISTING NO. OF STORIES: 2 REVISIONS attention of the architect right away. PROPOSED NO, OF STORIES: 2 10. Plumbing, HVAC and electrical work shall be performed by persons licensed and insured in NY State, who PROJECT shall arrange for and obtain inspections and required sign offs. EXISTING NO. OF BEDROOMS: 5 .a. Contractor is responsible for coordinating with local utility to upgrade electric service to 200A. PROPOSED NO. OF BEDROOMS: 6 RENOVATION TO b. New HVAC system,including ducted central AC and hot air heat, is to be design-build by contractor with basic guidelines from architect/engineer. Contractor responsible for related permitting. LEGEND 340 GLENWOOD ROAD c. Electrical distribution throughout house to be upgraded for convenience and code compliance. CUTCHOGUE N.Y. d. Plumbing installation shall be complete, in accordance with code and ready for operation. Contractor to verify EXISTING CONSTRUCTION TO REMAIN all existing conditions for new installations. �� copy from ZBA 11. The contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the T ...r= LD _ review NEW CONSTRUCTION drawing, and other work that may be required to complete the job. Minor details not usually shown or specified, e: but required for proper construction of any part of the work shall be included as if they were indicated in the drawing. _ GENERAL NOTES 12. All piping and wiring required to be removed, shall be removed to a point of concealment and shall be properlyj� capped or plugged. �CFIv 13. The architect has not been retained to provide supervision. The contractor is responsible for site supervision of MAR 01 7173 all trades. BOARD of APPEALS SEAL DATE:1 FEB.2013 �;VVED A PROJECT No:1214 DRAWING W.CH P CHK BY:Al DWG No. G-001..00 -T OF N' y D.O.B. GADO FILE NO 1 OF7 ARCHITECT: ALTA INDELMAN; ARCHITECT 451 BROOME STREET,SUITE2E NEWYORK,NY 10013 TEL.(212)219-1774 FAX(212)219-0084 E-MAIL aindehvmia@earthUnk.net- STRUCTURAL ENGINEER: y J:D:GOLDREICH;PE;LLC GLENWOOD ROAD GLENWOOD ROAD C/O EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)-772=8115 FAX.(212)695-5158- MEPFP ENGINEERS: 119.00' 119.00' d JACK GREEN ASSOCIATES 242 W.36TH.STREET NEW YORK,NY 10018 j ! TEL.(212)6290850 FAX.(212)629.0854 I CIVIL ENGINEER: . G B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 'WOODBURY,NY 11797 TEL.(516)364-0660 FAX.(516)364-0668 UNDERGROUND UNDERGROUND CITY WATER CITY WATER AND GAS , AND GAS OVERHEAD OVERHEAD in POWER AND POWER AND t COPYRIGHT 2013 ALTA INDELMAN,,ARCHITECT n TELEPHONE I TELEPHONE W WARNING:IT IS A V{OLATiON OF THE NEWYORK STATE Q I Q EDUCATION LAW FOR ANY PERSON,UNLESS ACTING z I ( I UNDER THE DIRECTION OFALICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON I + I THESE PLANS W ANY WAY.IF ALTERATIONS TO THESE PLANS ARE I 1 I III N ACCORDANCE WITH ARTICE,THE LE 14.5a SUBALL BE SECTION ONCE III 7209 OF THE NEW YORK STATE EDUCATION LAIN.IF I, TAX LOT I ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS t I 1000-110-6-5 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO I , THE ITEM HIS SEAL ANDTHE NOTATION"ALTERED Sr FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF I I THE ALTERATION. to Lu 1 { � �- LANDSCAPED ev LANDSCAPEDi TAX LOT 1000-110-F-S I 2-7-2013 ISSUED TO ZONING BOARD I I I I 2-1-2013 ISSUED TO D.O.B. UNPAVED ,� � TURN-AROUND LOW GARDE I LOW GARDEN ( No. DATE DESCRIPTION I WAL I TREE WALL TREE REVISIONS TREE TREE CONC.SLAB aJNPH'fF.S'7 F<'-1RI�1C�AC�EA. �—• r � PROJECT WITH(2)SPACES ON GRADE �— --�— •--� I I TREE } ILII TREE RENOVATION TO y i ` UNPAVED 340 GLENWOOD ROAD PARKING PARKING r f_ �` TREE � /�� TREE �. t ^ �'�+ 12.7' ADJUST. GRADWG '.�- ,' / '.�,; 2a.2. 2 VUTCHOVUE N.Y.ALLY--- AC UNPAVED - 1 STORY COMPRESSORS PAREN 1 STORY NEW NEW 2 STORY AREAWAYS 20.5 AREAWAYS 00 NEW ACCESSORY SHED — g PX6.0 2 STORY 26.3' 2 STORY NEW 1 GARAGE N /, N . SITE PLANS 36.7' CP from�ZBA AC Bldg Dept COPY STORY fO STORY COMPRESSOR Final review dpd nts o DKK w w L+ 26.4' ^ t6. 105' 35' ZBA F e# 1 .1Date: / J REMOVE EXISTING GARAGE NEW OPEN 119.05 119.05' SEAL&SIGNATURE DATE:1 FEB.2013 DECK NEW 1 STORY V TREE TREE TREE TREE �p�E D AR PROJECT No,1214 SCREENED PORCH \ �P tNDS �� DRAWING Vt CH CHK BY:At a 1 .-► DWG No. PROPOSED SITE PLAN EXISTING SITE PLAN G-002.00 SCALE -_ 1"=20'4" VY SCALE : 1"=20'-0" �U` r ,Sfs No. 18385 � o� D.O.B. qrF CADO FILE NO: 20F7 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK.NY 10013 TEL(212)219-1774 FAX(212)219-0084 E-MAIL: aindelmanaia@earthlink.net STRUCTURAL ENGINEER: 3ti-8114' J.D.GOLDREICH,PE,LLC -------- ----- 1-----------.—_---------� � Cf0£BMSUITE 1100 I r 224 W.35TH STREET I NEWYORK,NY 10001 CLOS. jj+SIEDIN I TEL.(914)772-8115 FAX.(212)6955158 BATH I MEPFP ENGINEERS: I HALL I CHIMNEY BEDROOM I JACK GREEN ASSOCIATES I CLOS. I I 242 W.36TH STREET CLOS. r I I NEWYORK,NY 10018 TEL.(212)629.0850 FAX(212)6294854 R`i I I E I CML ENGINEER: CLS BEDROOM BEDROOM k B.THAYER ASSOCIATES I I 100 CROSSWAYS PARK DRIVE W.,SUITE 104 CLOS. VIIOODBURY,NY 11797 BEDROOM I I TEL.(516)364.0660 FAX(518)364-0668 N -----------r------ —J CLOS. I { cLOS. COPYRIGHT 2013 ALTA IIJI]EL.hAAN,ARCHITECT WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED 36'-B 114" PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF N EX1S71NG ROOF PLAN ,�T ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS EXISTING SECOND FLOOR PLAN 4 SCALE:tf6"=1'-0 [�C7�j) ALTERED, IS SEA ANDTHENORING TECTSHALLAFFllCTO SCALE.118 -t-0" THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 36'-81/4" 20'-3 314" 36'-6 70 16-4117 20'-2 3ig' AEA v Y 2-7-2013 ISSUED TO ZONING BOARD AEAR AY ENCLOSED PORCH r� °; Q � 2-1-2013 ISSUED TO D.O.B. STORAGE No. DATE DESCRIPTION it SINK c UP W REVISIONS UP ON D� � f ( PROJECT LIMING ROOM BATH AEA Y M D FIREPLACE. HALL I `' CELLAR AEA AY RENOVATION TO Los. cl_Os. N 340 GLENWOOD ROAD CUTCHOGUE N.Y. N o o BEDROOM CRAWL SPACE oa DINING ROOM ❑ KITCHEN EXISTING HOUSE N _ 40 AND GARAGE PLANS Bldg Dept copy from ZBA Final reviektjments ZBA F' # 16,x, 1Date:q/3r/2'00 N 36'-81/4' -SEAL DATE:1 FEEL 2013 Q�� Rc PROJECT No:1214 ,y TING CELLAR PLANti ` PD ' ' DRAWING BYCH EXISTING FIRST FLOOR PLAN (D_�I �^-� a"=t'o r e CHK BY.Al SCALE:118"=1'-0 _�'t r DMNo. No. 15386 0�� X-101 .00 NOTE: SEE SITE PLAN FOR EXISTING GARAGE. qrF o� Nay D.O.B GADO 771 30177 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEW YORK,NY 10013 REQ - - _ ROOF PEAK EE L.-MAIL aindeima ala@219-1774 earWInk.rre9-0084 EL.+55.38' L STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC C/O£6M SUITE 1100 224 W.35TH STREET �v NEWYORK,NY 10001 TEL.(914)772-8115 FAX(212)695-5158 2ND FLOOR °P =' EL.+44.39' - - - - - - - - - - - - - - END FLOOR MEPFPENGINEERS: IF JACK GREEN ASSOCIATES a 242 W.36TH STREET eo rn NEW YORK,NY 10018 ao TEL.(212)629-0850 FAX.(212)629-0854 i ST FLOOR _ _ _ _ _ _ _ _ ° IST FLOOR CML ENGINEER: EL +35.5 - - - - - - - :::. AVERAGE GRADE Ll + 6 a THAYER ASSOCIATES - - - - - - - - - - - - - _ _ AVERAGE GRADE 100 CROSSWAYS PARK DRIVE W.,SURE 104 fL.+32.74' - EL.+32.79 V=DBURY,NY 11797 1 ( i TEL.(516)364.0860 FAX(516)364.0688 CELLAR d _.._ L_ + _ EL+27.85' HOUSE �HOUSE _ — � — �— - _ EL+27,ffi' EXISTING EAST ELEVATION E�XISTIIVLEVATION COPYRIGHT 2Q13 ALTA INDELMAN,ARCHITECT =rte^ sGALE:1!e°=1'�GWE�ST WARNING:IT IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFAUCENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION HGOF�£' 7209 OF THE NEW YORK STATE EDUCATION LAW.IF EL.+55.38' ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO --- _- THE ITEM HIS SEAL AND THE NOTATION"ALTERED Br FOLLOWED BY HIS SIGNATURE AND THE DATE OF - 'b SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. GARAGE ROOF EL.+44.8T 2ND FLOOR -_ - - - - - - - - EL.+44.39 °' o JJJ \\ 1=j El J \ N J \ J \\ J � \ J i \i J' \\ i - 1ST FLOOR EL.+35.6 AVERAGE GRADE - ,' T '- - — s - - - - AVERAGE GRADE 2-7-2013 ISSUED TO ZONING BOARD EL.+32.70' - - _ _ __ _ _ _ _ _ _ - r GARAGE EL.+32.70' f f 2-1-2013 ISSUED TO D.O.B. � - - - -. - .� ra CELLAR No. BATE DESCRIPTION HOUSE EL+27.85' 2 EXISTING SOUTH ELEVATION REVISIONS SCALE:1(8"-1'M PROJECT RENOVATION TO EL.+555.385.W ROOF - _ - 340 GLENWOOD ROAD ' _- _-_ --- CUT H C OGUE N.Y. 2ND FLOOR L _ _ _ - -_ - - _ _ GARAGE ROOF EL.+44.39` --a c _-_ - - EL.+44.8T EXISTING HOUSE 31 ELEVATIONS 1ST FLOOR _ _ _ ❑ r Final Deviiej ej c mewy from et EL.+35.6 - - - - ZBA Fie# 0 AVERAGE GRADE GARAGE DOOR GARAGE DOOR Date: / / d AVERAGE CRADE _ EL.+32.70' _ - - - - - - - - EL.+32.70' SEALS DATE:i FEEL 2013 SPIGOT My C GARAGE �fl PROJECT No:1214 CELLAR I ARA 5�� 1N E( yf� DRAWING BY:CH EL.+27.�i' HOUSE CHK BY:Al- .- r► DM No. * fia EXISTING NORTH ELEVATION -301 00 D.O.B. OF NE` s CADO FILE NO: 40F7 ARCHITECT: ALTA INDELMAN, ARCHITECT AC COMPRESSORS 451 BROOME STREET,SUITE 2E NEWYORK.NY 10013 34'-2" g'.0 36-8 TEL.(212)219-1774 FAX.(212)219-0064 E-MAIL: aindaknanaiaQearthlink.net 19-10114 STRUCTURAL ENGINEER: EXISTING EXISTING J.D.GOLDREICH,PE,LLC WINDOWS WINDOWS C/O POWDER ROOM 224 W.3 TH ST 1100 9'-(7 4 DOOR: NE W. RTHSTREET 3, ,X Tom, /—NEWWINDOWS 7. ACC SSIBLE ENTRY NEW YORK,NY 10001 d, DOO :3'-0"X T-0" TEL.(914)772-8115 FAX (2i2)89rr5i58 �� EXISTING MfPFP ENGINEERS: :, . 12 1 SCELLAR ENCLOSED PORCH q c N SKYLIGHTS DOOR (NO CHANGE) b JACK GREEN ASSOCIATES ABOVE 242 W.36TH STREET N NEW YORK,NY 10018 -� DINING ROOM 'p Y POWDER TEL.(212)62&0650 FAX {212)6290654 wU <_ UP D ROOM SHED EXISTING CML ENGINEER: r; i - I WINDOW HALL EL T14AYERASSOCIATES FRENCH DOORS i { _ NEW DOORS NEW 100 CROSSWAYS PARK DRIVE W.,SUITE 104 FDJ k WINDOWS WOODBURY.NY 11797 TEL.(516)36480 06FAX.(516)3640666 ':REF. CQUNTER ILIVING ROAM k, J I CLOS. N LAUNDRY . :.. ,h L _ SCREENED PORCH — :„ chi' ROOM TCHEN I -- 1 EXISTING a — — j y FRENCH DOORS, 13'-3114" NEW NEW m J JiC I ®�® RELOCATED WINDOW COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT BEDROOMACCESSIBLE LOW ENCLOSURE EXISTING AND BATHROOM WARNING:IT IS A VIOLATION OF THE NEW YORK STATE AT OUTDOOR SHOWER NEW WINDOWS fM1EW FLOORS V EDUCATION LAW FOR ANY PERSON,UNLESS ACTING 'sr UNDER THE DIRECTION OFALICENSED v = AUGN PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON 1 _212' OPEN DECK 9-3 314" THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE EXISTING '3 PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE M WINDOWS N IN ACCORDANCE WITH ARTICLE 145-SUBSECTION SCREENS,TYPICAL AT PORCH SKYLIGHTS 7209 Of THE NEW YORK STATE EDUCATION LAW.IF ABOVE ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO 14'-S $'-8" -_ THE ITEM NIS SEAL AND THE NOTATION"ALTERED 8r EXISTING' NEW WINDOWS FOLLOWED BY HIS SIGNATURE AND THE DATE OF 47-2 WINDOW! L -J IN EXISTING OPENING,MODIFIED SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REMOVE EXIS NG STEPS NEW EXISTING PROPOSED FIRST FLOOR AND SHED PLAN SCALE:,16"=,'-0" 2-7-2013 ISSUED TO ZONING BOARD 2-1-2013 ISSUED TO D.O.B. -� V-2" 36'-6 7/9" No. DATE DESCRIPTION CRAWL SPACE VENTS TO MEET CODE REVISIONS ------ \ LINE C F WALL ABOVE PROJECT EXISTING I _ \ AREAN 1AY RENOVATION TO I I Yf 340 GLENWOOD ROAD CUTCHOGUE N.Y. RELOCATE CLOTHES WASHER r— AND DRYER TO 1 1 sr v_ ,;•;; ; :'_r;: a;.c+.t': I WN EW LAUNDRY ROOM N N1 ST FLOOR r— J I + I D CRAWL SPACE b g o EXISTING CELLAR EXISTING 1 1 2iL AREAWAY L------J CELLAR PROPOSED NEW �ry FLOOR PLANS EXISTING Bldg Dept copy from 7BA ---- --- --------- - --- Final review nts CRAWL SPACE c"�3 ZBA Fi SLAB ON GRADE WITH CRAWL SPACEVENTS Date: % / ��ol_ h ' WALL FOOTINGS BELOW TO MEET CODE — — — — — — — . I ;r�,,;7 M — ! &D T SEAL DATE:1 FEB.2013 LINE OF PORCH Ar t �(�� + PROJECT No:1214 ABOVE. {-- — — D&� .��/ DRAIMNG BY:CH CONCRETE FOOTINGS UNE OF CHK BY:Al NEW DECKABOW EXISTING DWG No. r PR�O _ 15385 � -W-1 01 .00 : POD.O.B..B.SDERDDABWSLPACE PNL F of N' w CADO FILE NO: 5OF7 ARCHITECT: ALTA INDEL.NIAN, ARCHITECT i 451 BROOME STREET,SUITE 2E F--- --- --- -------- � SKYLIGHT NEWYORK.NY 10013 TEL.(212)219-1714 FAX.(212)219-0084 \ EXISTING CHIMNEY E-MAIL: aindehmnaiaQearthlinknet I STRUCTURAL ENGINEER: I ----- J---------------------- I J.D.GOLDREICH,PE,LLC I I I I C/O ESM SUITE 1100 I I I 224 W.35TH STREET I I I I NEW YORK,NY 10001 ROOF I TEL.(914)772-8115 FAX.(212)695.5158 I I I I I MEPFP ENGINEERS: I I I I I I I JACK GREEN ASSOCIATES I 1 I I I I I 242 W.36TH STREET r l ——————————————————— EXISTING ROOF(NO CHANGE) I NEW YORK,NY 10018 TEL.(212)629-0850 FAX.(212)629-0854 I I ! I I I I I I I I I CML ENGINEER: B.THAYER ASSOCIATES I I 100 CROSSWAYS PARK DRIVE W.,SUITE 104 I —_ WOODBURY,NY 11797 TEL.(516)364.0660 FAX.(516)364-0668 I 1 I � I I NEW EXISTING COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT WARNING:IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON LROPOSED ROOF PLAN N THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION :118^=T-0" 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXISTING ;J DORMERS 19'-10114' SKYLI HT ABOVE S ABOVE 13' LIN N EXISTING ROOF(NO CHANGE) 2-7-2013 ISSUED TO ZONING BOARD I I ? \ I 2 07A 2-1-2013 ISSUED TO D.O.B. I EXISTING EXISTING t I I I / HALL - WiNDOWS WINDOWS i I l \ \\I�� 2-07 W.I.C.:., Y No. DATE DESCRIPTION i I _ - �� KYLIGHT ICLOS. EXIST I I DN EXISTING REVISIONS is r 2 BATHROOM 14'-0" 2-05A EXISTING HALL (NO CHANGE) PROJECT I I •; BEDROOM 2-09 EXISTING 2-01 j SHED ROOF I N .Og - BIEDROOM EXISTING HALL I CLOS. BEDROOM (NO)CHANGE) I I - 2-10 ?aj 2.05 2W LOS.2— Lo Los. 2 RENOVATION TO F2 BL 2-03B to 340 GLENWOOD ROAD SKYLIGHT SKYLIGHT SKYLIGHT s C UTC H O G U E N.Y. I�J I C S BEDROOM NEW I I SKYLIGHT F—XISTING BIEDROOM 2-WA IST. i (NO CHANGE) OS. I ROOF I DORMER I ROOF IF 2:F6112-WB ST _ c�v I I ABOVE L . '-------------------- 18'-10 15'-4" 2-= IST. EXISTING ROOF PROPOSED OS. (NO CHANGE) 'zEXISTING EXISTING WINDOWS FLOOR PLANS WINDOWS Bldg Dept copy from ZBA Final revie nts ZBA Fi #� J`'� Date: / NEW EXISTING SEAL&SIGNATURE DATE:i FEB.2013 QED A PROJECT No:1214 IND ��S'j DRAWING BY:CH CHK BY:AI I ��1 DWG No. PROPO!ED SECOND FLOOR AND SHED ROOF PLAN N No. 16386 �� r� ��"OO o D.O.B. q�E 0� �'E�y CADO FILE NO: 6OF7 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK.NY 10013 EXISTING TEL.(212)219-1774 FAX(212)219-W84 CHIMNEY ROOF PEAK E-MAIL: ainIa@aarthlinIcnat ROOF PEAK EL.+55.38! 7 - STRUCTURAL ENGINEER: EL.+55 39 J.D.GOLDREICH,PF,LLC C/O EBM SUITE 1100 224 W.35TH STREET NEWYORKNY10001 TEL.(914)772-8115 FAX(212)695-5158 d 2ND FLOOR MEPFP ENGINEERS: 9 2ND FLOOR EL.+44.3 JACK GREEN ASSOCIATES EL.+44.39 M-flJ 242 W.36TH STREET NEW YORK NY 10018 ANGLE co TEL.(212)629-0850 FAX(212)629.0854(212)629.0854 CIVIL ENGINEER: 1 ST FLOOR 1ST FLOOR -- EL+35.6 S.THAYER ASSOCIATES 177 \—ACCESSIBLE NTRY1 EL.+35.66 . ..... AVERAGE GRADE 100 CROSSWAYS PARK DRIVE W.,SUITE 104 AVERAGE GRADE — — — — — ON_G&4j)E — EL.+32. WOODBURY,NY 11797 EL.+32.70 1 — I I TEL.(516)364-0660 FAX(516)364-0668 CEL L — — — — — — — CELLAR EL.+27.W EL.+27.86 OUTDOOR SHOVER NEW NEW SCREENED! ...... NEW COPYRIGHT 2013 ALTA I NDELMAN,ARCHITECT WARNING:IT IS AVIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING EAS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON scALE' THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE � ELEVATION PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION FASTING CHIMNEY ROOFPEAK 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ROOF PEAK EL+55.39 IXTO ALTERED,THE ALTERING ARCHITECT SHALL AFF EL.+55.39 ------ THE ITEM HIS SEAL AND THE NOTATION'ALTERED gy, ❑ FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FR NEW GARAGE ROOF EL,+46.39 2ND FLOOR FEL+".39 cr) WREENS Ell 1 ST FLOOR IST FLOORL — — — — — — EL.+35.6 2-7-2013 ISSUED TO ZONING BOARD EL. AVERAGE GRADE AVERAGE GRADE — — — — — — EL.+32.70r 2-1-2013 ISSUED TO D.O.B. EL.+32.7(gr No, DATE DESCRIPTION CELLAR NEW NEW EXISTING EL.+27.W REVISIONS SHED I I PROJECT SOUTH ELEVATION 2 SCALE:I/&'=III RENOVATION TO EXISTING CHIMNEY ROOF PEAK 340 GLENWOOD ROAD ROOF PEAK -- W EL+-%. 7— CUTCHOGUE N.Y. EL.+55.38? FTII NEW GARAGE ROOF IE:11 Lj Ell I EL.+45.3Er 2ND FLOOR 2ND FLOOR EL.+44.39 PROPOSED CID ELEVATIONS Bldg Dept Copy FM ------- from ZBA _5 ILiji � =F1 ANGLE OGU. Final revie e I u is # T — I _ — ZBA File AC- 0- -r- rL1 ST FLOOR CODate1q.4 I COMPRESSORS ' E +35.6! SEAL 8,S DATE.I FEB.2013 EL.+350 I ST FLOOR Y J_ 77 AVERAG 0 EZZI AVERAGE GRA — — — — — — E GRADE El 13279 qk,?-u PROJECT No:1214 EL.+32.79 11 �- I N DRAWING BY:CH V CHK BY:A] NEW CELLAR SHED DWG No. EL.+27.86-':F- EXISTING NEW 1 6 A-301NORTH .00 D.O.B. ,,.�LEVATION F CADO FILE NO:1 7 OF7 ARCHITECT: ALTA INDELMAN, ARCHITECT GENERAL NOTES ZONING CALCULATIONS 451 BROOMS 10013 ,sUl7E2E NEWYORK,NY 100i3 TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: aindelmanaia@eadhlink net STRUCTURAL ENGINEER: SCOPE OF WORK: J.D.OOLDREICH,PE,LLC ZONE: R-40 CIO EBM SUITE 1100 1. Renovate existing house including interior upgrades, build new addition, demolish existing accessory garage and 224 W.35TH STREET build new new accessory storage shed. EXISTING USE: SINGLE FAMILY HOUSE WITH ACCESSORY GARAGE NEW YORKNY10001 completed in accordance with the regulations of Southold Town and with the Residential TEL.(914)GINE 15 FAX {212}6 15158 2. General: All work to be com P 9 PROPOSE® USE: SINGLE FAMILY HOUSE WITH ACCESSORY STORAGE SHED MEPFPENINEERS: Code of New York State including wind load and energy efficiency requirements. 3. All habitable rooms to meet light, ventilation and heat requirements as per Residential Code of NY state R 303.1. MAXIMUM PERMITTED LOT COVERAGE: 20% JACKOREENAssoclATEs 4. Bedroom windows to meet requirements for emergency escape and rescue as per residential code of NY state 242 W.36TH STREET NEW YORK,NY 10018 R 310. EXISTING LOT AREA= TEL.(212)629.0850 FAX(21� 5. New windows, patio doors and skylights to be Anderson 400 series with Stormwatch Protection or equal. Glazing 26,149 SF CML ENGINEER: to be impact-resistant, insulating low E type. EXISTING LOT COVERAGE: 6. Before commencing work, the contractor shall file all required insurance certificates with the Department of 100 B.THAYER CROSSWAYS PARK Buildings, obtain all required permits, and pay all permitting fees required by Southold Town. EXISTING HOUSE FOOTPRINT: 1,225 SF WOODBSSWAYSPARKDRNEW.,SUITE104 7. Fire Safety: ACCiESSORY GARAGE FOOTPRINT: 529 SF WOOD16)36 -06W FAX TEL.{518)384-0860 FAX(516)3844888 a. All building materials which are stored at the site or any area of the building are to be stored in a locked area. TOTAL EXISTING LOT COVERAGE = 1,754 SF Access to the area to be controlled by the owner, or the General Contractor. 1,754 SF + 26,149 SF= 7% b. All materials to be stored in an orderly fashion. 7% < 20%, OK c. Atl flammable materials to be kept tightly sealed in their respective manufacturers' containers. Such materials COPYRIGHT 2013 ALTA INDELMAiV,ARCHITECT are to be kept away from heat. PROPOSED LOT COVERAGE: WARNING:IT ISAVIOLATION OFTHE NEWYORKSTATE d. All flammable materials to used and stored in an adequately ventilated space. _ EDUCATION LAW FOR ANY PERSON,UNLESS ACTING e. Electrical power to be shut off where there are exposed conduits. EXISITING HOUSE FOOTPRINT : 1,225 SF UNDER THE DIRECTION OFA LICENSED i PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS ANY WAY.IF ALTERAIONS THESE f. All electrical power in the construction area to be shut off after working hours. NEWIADDITION FOOTPRINT PLANS ARE AIDE,THE ALTERATIONS SHHALLBEMADE g. Contractor, at all times, is to ensure that there is no natural gas leakage in the building, or any flammable gas (INCILUDING SCREENED PORCH AND DECK): 1,209 SF IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF leakage. NEW ACCESSORY SHED FOOTPRINT: 168 SF ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS h. Functioning fire extinguishers and smoke alarms will be maintained in the unit during the Work. TOTAL PROPOSED LOT COVERAGE: 2,602 SF THEA i EM�HIS SEAL AND THTHE ALTERING E NOTATION'v TES D Br i. The work shall not block access to any fire exits in the house. 2,602 SF 26,149 SF = 10% SUCH ALTERATHIS ION, N SIGNATURE E InC DE DATE OF 7. The contractor shall coordinate all work procedures with the owner, including, but not limited to the following: 10% ,< 20%, OK SUCH ALTERATION,AND A SPECIFIC DESCRIPTION of THE ALTERATION. a. The contractor shall be responsible for the protection of all conditions and materials within the proposed construction area. The contractor shall design and install adequate shoring and bracing for all removal tasks. MAXIMUM (PERMITTED BUILDING HEIGHT: 350 The contractor shall have sole responsibility for any damages or injuries caused by or during execution of the work. EXISTING IMAiN BUILDING (HOUSE) HEIGHT b. Dust Control: (ABOVE AVERAGE GRADE) : 22-8112" < 35' OK b.1 Debris, dirt and dust to be kept to a minimum and confined to the immediate construction area. PROPOSED MAIN BUILDING (HOUSE) HEIGHT b.2 Debris, dirt, and dust to be cleaned up and cleared from the building site periodically to avoid excessive (ABOVE AVERAGE GRADE) : 22-81/2" < 35' OK accumulation. 5-24-2013 RE-ISSUED TO D.O.B. c. New and existing water and gas valves to remain accessible. MAXIMUM PERMITTED ACCESSORY STRUCTURE HEIGHT: 18' d. The contractor shall not permit any dumpster or garbage container to be left for more than five (5) (EXISTING ACCESSORY GARAGE TO BE DEMOLISHED) 2-7-2o1s ISSUED TO ZONING BOARD consecutive days at the sides of the house. Notwithstanding the foregoing,the placement of any dumpster PROPOSEtD ACCESSORY SHED HEIGHT 2-1-2013 ISSUED 70 D.O.B. must comply with all governmental regulations, including without limitation, obtaining all necessary permits. 9. The contractor shall lay out his own work, and shall provide dimensions required by other trades; plumbing, (ABOVE AWERAGE GRADE) : 12'-2" < 18' OK No. DATE DESCRIPTION electrical, etc. All dimensions shall be field verified. Any dimensional discrepancy should be brought to the EXISTING M10. OF STORIES: 2 REVISIONS attention of the architect right away. PROPOSED NO. OF STORIES: 2 10. Plumbing, HVAC and electrical work shall be performed by persons licensed and insured in NY State, who PROJECT shall arrange for and obtain inspections and required sign offs. EXISTING ?NO. OF BEDROOMS: 5 a. Contractor is responsible for coordinating with local utility to upgrade electric service to 200A. PROPOSED NO. OF BEDROOMS: 6 RENOVATION TO b. New HVAC system,including ducted central AC and hot air heat, is to be design-build by contractor with basic guidelines from architect/engineer. Contractor responsible for related pennitting. LEGEND 340 GLENWOOD ROAD c. Electrical distribution throughout house to be upgraded for convenience and code compliance. _ _ CUTCHOGUE N.Y. d. Plumbing installation shall be complete, in accordance with code and ready for operation. Contractor to verify EXiST. CONSTRUCTION TO BE all existingconditions for new installations. — — ] DEMOLISHED 11. The contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the �I drawing, and other work that may be required to complete the job. Minor details not usually shown or specified, EXISTING CONSTRUCTION TO REMAIN but required for proper construction of any part of the work shall be included as if they were indicated in the NEW CONSTRUCTION drawing. 12. All piping and wiring required to be removed, shall be removed to a point of concealment and shall be properly GENERAL NOTES capped or plugged. 13. The architect has not been retained to provide supervision. The contractor is responsible for site supervision of all trades. SEAL DATE:1 FEB.2013 ?, ,�FRO. PROJECT No:1214 �� r `M �� DRAWING BY:CH 1L J e CHK BY:Al 07= DWG No. No. ,saa5 �� G-001 .00 D.O.B. CARO FILE NO: I OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK,NY 10013 TEL.(212)219-1774 FAX(212)219-0064 E-MAIL., aindekmnaia@earthlink net STRUCTURAL ENGINEER: J.D.QOLDREICH,PE,LLC GLENWOOD ROAD GLENWOOD ROAD CIO EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)895-5158 119.00' _ 11 g 0cy 0 MEPFP ENGINEERS: DW JACK GREEN ASSOCIATES 242 W.36TH STREET NEWYORK,NY 10018 f TEL.(212)629.0850 FAX(212)629.0854 `` CIVIL ENGINEER: 1 B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 TEL.(516)364-0660 FAX(516)3640668 UNDERGROUND UNDERGROUND CITY WATER CITY WATER Q AND GAS I AND GAS OVERHEAD OVERHEAD fl POWER AND POWER AND �- o TELEPHONE TELEPHONE COPYRIGHT 2013 ALTA INDEUWW,ARCHITECT WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE I I I I f p EDUCATION LAW FOR ANY PERSON,UNLESS ACTING I I UNDER THE DIRECTION OFA LICENSED 1 I j PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON I I THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE z t PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH 1 TICLE 145-SUBSECTION 7209 OF THE NEW YORE TATE EDUCATION LAW.F II TAX LOT ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS DW NDSGAPED ' 1000-110-6-5 I ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO I THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" I FOLLOWED BY HIS SIGNATURE AND THE DATE OF I wSUCH ALTERATION,AND A SPECIFIC DESCRIPnON OF THE ALTERATION. f � p TAX LOT � c'v LANDSCAPED 1ooD-110-�-� - � g j � I SEPTIC SYSTEM TO 6E I FILED WITH THE DEPT.OF I B'DIA X 16 HEALTH UNDER SEPERATE DEEP CESSPOOL I +EXPANSION 50APPLICATION 9b I1 OP EP II 5-24-2013 RE-ISSUED TO D.Q.B. NPAVED ST 1,500 GAL TREE 2-7-2013 ISSUED TO ZONING BOARD ( � I UN-AROUND `1 S�#PTIC TANK TUR2-1-2013 ISSUED TO D.O.B. LOW GARDET I I LOW GARDEN No. DATE DESCRIPTION L WAI ! WALL I TREE NEW DRYWALL.FIELD REVISIONS UNPAVED PARKING AREA TREE SRIFY LOCATION.O ACCOMMODATE TREE WITH(2)SPACES LOAD FROM STORM LEADERS r�CP ' GONG.SLAB PROJECT AND FOOTING DRAINS. , ON GRADE F T � ,_. REMOVE AND BACKFlLL ! ! 1 TREE AS PER OEPREGUtAT OF N. ` UNPAVED TREE RENOVATION TO ' PARKING PARKING TREE i DW ---� TREE DRIVEWAY 340 GLENWOOD ROAD 1 ADJUST GRADINGr CP I I 2O.x CUTCHOGUE N.Y. --�.� �- D -� ,2.r LOCAL LY � � � AC _UNPAVED 1 STORY COMPRESSORS PARKING b 1 STORY m NEW NEW 2 STORY WELLS AREAWAYS w SHED i NEW ACCESSORY SHED 1 2 STORY 2823 rn 2 STORY 36.T NTORY �+1 �AE " SITE PLANS STORY AG b w STORYN N STORY COMPRESSOR °DT 26.E ^ 16. 1D.5' 3.S REMOVE EXISTING -I-- GARAGE NEW OPEN 119.05 DECK SEAL&SIG DATE:1 FEB.2013 NEW 1 STORY TREE TREE TREETREIa E D PROJECT No:1214 SCREENED PORCH DRAWING BY:CH 2 CHK BY:Al PROPOSED SITE PLAN .41 EXISTING SITE PLAN �-+No. SCALE : I"=20W SCAIE : 1"=2V-O" 1538 5 G-002.00 q� y� D.O.B. CADO FILE NO: 20F31 ARCHITECT: ALTA INDELMAN, ARCHITECT REScheck Software Version 4,4.4 451 BROOME STREET,SUITE 2E • RESchl3ckSofiware Version 4.4.4 � NEW YORK NY 10013 • CWWancs STafeawrrtr The"Mod hdkirig deelpfl daWAW thorn b axhelaW with the tuNdkV plans,spedflcati rm,and other Coriimtion , Compliance Certificate p.E D ARC, submitted weh the paumlt appilcetion.Tha proposed buf ft h»been deaWW to meet the 2010 New York Energy Comaveuon Comb el on Code Inspection Checklist TEL.(212)219-1774 FAX(212)219-Oris �(� C rahowls in RE$dwch Verskm 4A.4 and to Comply wet,fin merdetwy mqukai w ft Xsled In the RESdwck Inspacaon CheokasL -�) r ��1y/� E-MAIL: aindeknanaia�earthlink.net Narne-TWO, SlgneNre Date STRUCTURAL ENGINEER: } Requirements:100.0%were addressed directly In the REScheck software Project Title: lr � htptiJ.D.GOLDREICH,PE,LLC EA*W code: 2010 Now Yak E Text In the-CommenWAseurona column Is provided by the user In the REScheck Requirements screen.For each requirement,the CIO EBM SUITE 1100 nwt:y Canssrv+tbn user oert[0es that a code requirement will be met end how that is documented.or that an exception It being ciskned.where compuwd* Locstos: liultolk Cetmty,Now York is Nemb ed in a separate table,a reference to dwt table is provided, 224 W.35TH STREET Conrtructon T 1 _ NEWYORK,NY10001 Ypa SInpN Femuy 15385 r {:,r3.,,.; Liwlir 7 r;r'L ::k,. t., :• .o. ya a; rap.' 7 N7. :y'v:Z<+ ,�.-µ,:a,� vx12�`t' _;a?�;yw .,,ri,:.i;y`�§� .'i.l o...,'..;f;i SAS"o:t:. i;'<':iv 3i;��•,lLr`t'1 Lsi I•i'u� `Tv' T T�_ C :1�.�-,. ��.'.,S 1, 'l t'to}ei{ yPe NswCansbntettorh T �!�!!!Ah4. ; .r •- a ! + g ,1 TEl. 914 772-8115 FAX 212 158 r� ,.4.r�.: .,,.r,;tirsx.raht: vJl„ ,.rfi.1 Fni!Srh�ryj,, i,�s�:• SMan'.ra;•.rr t'9°: .•r; ::d, ^'IF ..�-.""-.,-, 1111.. � Y1,l.re% 5�d K,' r �i c•-.Its.::;�u:�.:;e,,d:L^y:i� EtV•i"�'i��'-Y' Fr'fi'F i',sYi`;:w::2ia••.;::f•;I OrEar�tlon: ihtspaelfied ., ";�•:;,;. Condi lonedFloorArea: �,400m '� 0 F VN � 1j, ❑;domwaftdon ❑+;oa �,, Ragwran,entww b.,mr MEPFP ENGINEERS: Sufficiently Heaft Degree Days: 5760 ;damonwatn evergy code Clt4oi of aervabn l aerepf"s m f«the»< envelope. ❑Not ApW'aabu i JACK GREEN ASSOCIATES Comate Zone: 4 103.2 Construction drawings and 11Compnea :Raquiran�erd wits be mat. Permit Data 403.7 =downharhmton%Mdemty r^ DDoea Not Comply Canslrudlon Sbte: OwruegAgerut t)eeignertConUador. ISP demarnrirabra aneryy Cotle t3Notobserveda 242 W.36TH STREET '8 :eompkaaes for tghlIn9 and j]t4dApptleel,Is NEW YORK NY 10018 :madharrar ars4wm.syuems am v oa Road 340 Glenwood Road 340 G*nwoAna kdelow Archness ,,,,sypy dwelling units must TEL.(212)629 0f350 FAX (212)629438M Cutely",NY Cutdho0ue,NY 451 Broome Strnel 2E darnw*a*Co MUme with the New York.NY ' Commercial Code. ; :'AA 1,1eatngardcoo"9quipmemis Hemiog: Heeling: complies ;Requkementwillbemst. CIVIL ENGINEER: �ousel per RCCA Manual a band ore t Bkft etufii DrOoea Nat Carhpll Yc " '+'IoadaperACGAManual J«other Cooling: : ❑N«o0earvane B.THAYERASSOCIATES 'me%aww Than cads Mmdmt m UJk 30 Your UA,all +�-'- ; i�epprwed rnetlrada. 9thwM tlluJhr :Dt4ot Appticef8t nwxasrwwd-snaooa-►m,.rm 100 CROSSWAYS PARK DRIVE W ftWft.O10d4.nr,.«t.rewaeamaa a.ernw a•� ,,SUITE 104 1D0E9 na7pn.ldran rhNlw N.wWr wenew nw+naMriAnrcca nota.. �7"n_cA }2ti ..rd+� WOODBURY,NY 11797 Erlveiope Assemblies Addithnal CoelrtlnWAasumpttom: TEL.(516)38440680 FAX(516)364-OM Wall-North,South,E.am 8 Wed+Cmwl Space:Wood Fean.ttr o.c. 2,100 1910 12,0 55 Grkntab=Unspedeed wkdae-North,saw+.oust&w.at:otter 300 0270 61 ��D ARC' sHCC:0.00 Orientation:Umpscilled ANDS y Dow-North,South.EM iwiwtSolid leo 0.640 115 ED q �5 h ��7 �,�, COPYRIGHT 2013 ALTA INDELMM,ARCHITECT Crawl Spate:eclidconvetaorMimaw 8024.0 12.0 1s �X, \NDF RC"Y ti WARNING:IT IS A VIOLATION OF TH E N EW YOR K STATE orientation:unspoellied Wall h*W 4 v� y iX I • —� EDUCATION LAW FOR ANY PERSON,UNLESSACTING Depth below graft 3kmflation depth: .a UNDER THE DIRECTION OF A LICENSED • tiA * "t� PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON Ground Floor;A04VOod JOMNnm:Ovw Oulskb Ak 696 19.0 12,0 21 `� '^ "- THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE 2nd Floc:All-Wwd Jol*TnW.0%W uneonddtoned Space 625 191) 120 19 !t.A * No. 15385 PLANS RE MADE,THE ALTERATIONS SHALL BE MADE Root crahelralCeft goo 30.0 12.0 23 INACCORDANCE;WITH RTiCLE145-SUBSECTION ,t11J No. 15385 (�F �`�1 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANYCT IS ALTERED,THEALTETEM BEARING RING ARCHITECE SEAL OFAN T SHALL AFFIXTO OF N-014 THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF 1 High Impad{Tier 11 � :Medium Impel�2�_ 3:'l ow imped(Tbr 3}^�-,i THE ALTERATION. Prpla d Title: Report date: (VI7113 Project Tide: Reed dater 05/77113 ProjectThree: Report date:08!17113 Data Mename: Z1201311319D1340 Glenwood Road-05-07-13.rdt Page 1 of 7 Pala fflename: Z:XI M13190434D Glenwood Road-OS-0T-13.m11 PM9e 2 of 7 Data Maname: ZA2013N 31901340 Glenwood Road-05.07-13.rek Page 3 of 7 ti A k r ern� - �•1,: •7..a::r. „i._ - f`iJ.�. ri :jt d"4.C.�a „�«� %:x r a'_t., •_.frw.;rt:r.J, J'. 7id•; F Fie =f ...f .,1• /-�n.l -1�s •il ti FP �At knlanwl fnshOeYon talueted« :❑Canfpeaa ;RnghhirerbrK war bra mel. 4 'T-emltptl ta not ka butyl b DConfptiea Regtukertlxtt ria be rrduinateW RAmhren provided. lDaea Notcomply; }' i'Ifatee end labeled Coe nrentlrq !]Oona Not CompiY: dation kharda on 'C7CamplNs ;Requirerrteot wEl be met. �u3 QNoFobaervabte AAthAnrroanr�sA101as2rrMaa L7Daeallot :,jinn .�Il�;, Not :has rtaiten tesparNFRC40D [JNdi4pPta",lpb ,,` .eV'%:;,;� f❑Not observable inch do not m sad Cada Iknita. ,:. r;=� ❑NotAAppli abla AddMondConernentsfAssaingl to' ` [y'''�at",1Grebdraceaaadiipfttln$>itAtaea C7CanpNea ;Requkemertalabenmat. - .,w' bSnowmanemads. ,CIConM>Nn ,Eruption.RequltementisnolappkeWer r s waled at hmaing**rior Aniath and I+ 411='U0m Not Comply; ra'i ' Das Nat Comply tabnled to fndloele 2.0 din ;[Jest ObaaivdWe ilk L1NotObaerrebk '" ..;�laalo9eat75Pa. Ncable "' h"':"=4u DNotAPpr«eb4 524.13 ONotAapISSUED TO D.O.B. 403.2.1 jSiuppy dude eh 9t**ora ktshAaled to:R-__ R _ :i'Complies :RaphWard we be mneL AddWonal Commianta►AssumplSom: PR1211 ,R-0.An othu dude M uno-66oned R- R._ iCaDoea Nat compiy j IapaoesoraaoidetttabAdke !0Wobservabia No. DATE DESCRIPTION nrw4Mpn are inautalad to R 0.Not ' :Deo+Applic" ajhlicade B eN a�stenn ate duitesat: 403.22 —A9}okitaandaeemaatakaud.,ek j Pt ' f�Canplfes RewiremenlWill bemeat. REVISIONS jFR13p ;handlers,@tar bmme,and N M*ft Dooea Nat Campy! i mvNas used as rd m ducts are 1 Dp�t Obaervehk seated. j]NalAppMxbl PROJECT ltq�4 3 of?1Bufldkg ravisas era rad wad as dada ocomok s .RarNlremnnt wX be met. ti „I5 or pier"". ❑Dons Nab comply! 0"obmwow NotAAPtlrbble rsA_j"VAc piping co waykhp lk4da above R-,. :R._.-.-. :Ocompnna Req*vman1"bv ftwL R E N C�VATf O N TO ,." a x M 796 IF or chilled n[dda below 55'F :DDoes Not complyj: - r are Insulated toR3. Appkablo 340 GL.ENWOOD ROAD kW:14chnimungservlahot water Pon we`!R. R-� ;DCwT+Pnea iRequkamsrdwNlbartwel. -1'y;'�inwteCad W R-2. C1Doea Hol comply: ,D CUTCHOGUE N.Y. R,Automatic«graWlydampemare ❑CompNea ;RequkerhhatlwWbemeei. ;Ws,;sdbelaNedonaooutdoor air knekesmid ❑DoeallolConSaYi ='r: ? laahehnts DfiotObaervsble ONO AR*aW* AddNionalConmlanWAse mptions: QED AR ,z F ED ARC �ED ARC, RES CHECK i 'CSC"�1NDlM AV_ j N0. 15385 r �; �,s•f:� f �•N ..,..,.�• nj•3 +,3 4 ,Ij1 N . F SEAL DATE:MAY 24,2013 T7 � o F "' F„�E N q RC,S, PROJECT No:1214 DRAWING W.PD CHK BY:Al High lmprw{rer t}� :jdedkanim�c�er 21 M i ow lmped(TIns 1! _ ; 1 High unPaa(�l j Medkea lm�erl r 2> $.;t ow_M aG 1�ler of t Hk�Fh lmped(net l gk-LffMact(rer 2� Low lmpeu TTer� Project Ilea: Reportdate:05117/13 Prajed Title. Report date:r. 05/17113 Project Title: Report data:OS117113 Data filename: Z-4201311310013'to Glenwood Road-05-07-13.mk Page b o1 7 Data filename: Z2413113190134p Glenwood Road-05-07-13.rck Pasge 8 of 7 Data 111aname: 7:120131131904340 Glamvood Roel-OS-07-13xok Page 4 of T d jtT No. 15385 OQ� —00 3.0 0 �rE o F D.O.B. rWTCE NO, 30F31 ARCHITECT; ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE2E NEWYORK,NY 10013 TEL.(212)219-1774 FAX(212)219.0064 E-MAIL., aindelmanalaCearthlinknet STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC C/O ESM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)685.5158 MEPFP ENGINEERS: JACK GREEN ASSOCIATES 242 W.367H STREET NEW YORK,NY 10018 TEL.(212)629-0850 FAX(212)829054 CIVIL ENGINEER: B.THAYER ASSOCIATES M100 - .;d100 CROSSWAYS PARK DRNEW. SUITE 104 . 2010 New York wooDBURY,NY11797 4OZ4.Z Building envelope tightness verified : ACH 50= ACH 50=� ;❑Compiles 'Requirement wig be met TEL.(516)364 OBW FAX(516)364-0688 402.42.1 by blower door teat mutt of&lt:7 ACH ©Ones Not Comply, [Flf7r tt��req ;QNolObaervabb Energy Conservation ;[]Not Applkable In which case mificatim may need to locew during Insulation Inspection. b4;:'Myyood barnlrrg grsplaces htrve ©�pl�a lexaplbn:Requirem�tisnot Construction Code i &15-15rga*eled doors and outdoor 00me Not Comply;applicable. 3 Cpmbustfon air. ❑Not Observable ■ • ,.r _ Energy Efficiency 4 T"< pilot Applicable COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT 40322 ;Duct tightness Na postranstrudlon { —dm dm ,❑Complies Eauptlon:All duds and air handlers with maximum leakage of 8 dm to []Does Not Comply j are located within conditioned spare. Certificate WARNING:IT IS A VIOLATION OF THE NEW YORK STATE ;outdoors,or 12 dm across systems, :❑Net Observable I Forrouph-lnteate,verlficatbnmay :[]Not Applicable EDUCATION LAW FOR ANY PERSON,UNLESS ACTING :need to occur during Franft : UNDER THE DIRECTION OF A LICENSED inspecom wrih maximum leakage of Wall 31.00 PROFESSIONAL ARCHITECT,TO ALTER ANY REM ON :8 dm atmos systema and 4 dm fwwW air handler. THESE PLANS IN ANYWAY.IF ALTERATIONS TO THESE PnogrammWv thannoetats installed ❑Compges Requirement wgt be met Floor 36.00 PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE °'I ❑hoes Not Comply rn an airfumaaes. Gaiting/Root 42,tt0 IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ❑Not Observable r s ❑Not ApplicableI Ductwork(unconddidonsd spam): ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS Heat pump therrriodat{nstasldd on ❑CD npHas 'Exception:Requirement is rrd ALTERED,TH E ALTERING ARCHITECT SHALL AFFIX TO hart pump*- ❑goes Not comply applicable, THE ITEM HIS SEAL AND THE NOTATION ALTERED BY' �•- ?'� ❑Not ObsetvebEe yylndow 0.21 FOLLOWED BY HIS SIGNATURE AND THE DATE OF n•.r'4 �9�'n'''ia��r`�"' ❑Not Appfkabb ; SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF 'Circulaltng service hot water systema ❑Compiles :Requirement will be meL Door 0,64 have automata or arxxrseibM manual ❑poen Not Comply; THE ALTERATION. :SCdntrdy, I ❑N*tObservable A--"—ble Heatl ng System: Readily accessible Switch an heaters ©t:empiiea Exception:Requirement Is not ifor swimming pools. l ❑Does Not Comply applicable. Cooling System: []Not Observable Water Water— Wx an pool heafara and ❑Complies iException:Requirement is not pumps are present, ❑Does Not Comply appllcable. Nanta: Date: ❑Na Observable Comments: :;�+:,I.:?;�: ❑tlatAp feeble lT^Healed swimrift pods haw a cover. ❑Complies :Exxoptlon:Requirement Is not Covere On pools basted ow 90°F ❑goes Not Comply applicable. L ;5�.,+'.E r}are Insulated to R-12. ❑Not Observable ❑NMAppilcabte *wag,-f vl Compliance certificate pasted. ❑Complies i Requirement will be met. r: .. ❑goes Not Complyt ONot Observable r 't (3Not Applicable i 5.24,13 ISSUED TO D.O.B. =' F'A Manuredurer manuals for metchankat ❑Comptles Requirement wig be mat. �11er<-rrand water heating equipment have ❑Ansa Not Comply; been provided. ❑Nat Observable No. DAIS DESCRIPTION Additional Comments/Assumptions: �?'SD Af7�, ED AA REVISION$ NN PROJECT t•LJ I • ..1 r i C� RENOVATION TO t4e, 1 JQ5 Q�� 340 GLENWOOD ROAD 1 High impactMer 1) ,Madlurrt tmpat t{rierz, L I qrF ►F N-0 y C UTC H OG U E N.Y. Protect Tide: Report date: 05/17/13 Data filename: ZM11131901340 Glenwood Road-0547-13.rdt Page 7 of 7 RES CHECK SEAL&SIGNATURE DATE:MAY 24,2013 AR PROJECT No-,1214 L��Y DRAWING BY:PD P� 9� CHK BY:All I • �1 DWG No. -004.00 •. 15315 t�' �Al D.O.B. rF aF tJ�� CADO FRE Na 40F31 ARCHITECT: LEGEND ALTA INDELMAN, ARCHITECT E ] EXIST.CONSTRUCTION TO BE 451 BROOME STREET,SUITE 2E DEMOLISHED NEW YORK,NY 10013 TEL.(212)218-1774 FAX(212)218-0084 EXIST.STAIR TO REMAIN Q EXIST.CONSTRUCTION TO REMAIN E-MAIL; sindekrenaiseesrthlink.net EXIST.WINDOW STRUCTURAL ENGINEER: TO REMAIN EXIST.WINDOW TO REMAIN J.D.GOLDREICH,PE,LLC C/O EBM SUITE 1100 224 W.35TH STREET CLOS. ��IHSJ DN TEL.(9 4)772-8115 NWYORK NY 1l EXIST. FAX(212)8.45.5158 H CHIMNEY BEDROOM HALL CH GE MEPFP ENGINEERS: � NO CHANGE JACK GREEIIJ ASSOCIATES CLOS. EXIST.DOOR,NO CHANGE EXIST. ROOF,NO CHANGE 242 W.36TH STREET NEW YORK NY 10018 I TEL.(212)628-0850 FAX(212)6294854 I1 EXIST WINDOW CL S. I I CIVIL ENGINEER: TO REMAIN I! REMOVE EXIST.NON-BEARING B.THAYER ASSOCIATES BEDROOM BEDROOM I I BEDROOM PARTITION AND DOOR NO CHANGE I I 144 CROSSWAYS PARK DRNE W.,SUITE 104 CLOS. I I WOODBURY,NY 11797 I TEL.(516)3844M FAX(516)364.0888 LOS. EXIST.WINDOW CLOS. TO REMAIN `::��EXIST.WINDOW TO REMAIN COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION LCOND FLOOR DEMOLITION PLAN �,� ROOF DEMOLITION PLAN 7209 OF THENEWYORKSTATEEDUCATIONLAW IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS E:Iff i'-0" T)�MI�S %G ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED Bl^ FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXIST.STAIR TO REMAIN EXIST.WINDOW TO REMAIN IST. EXSIT.STAIR TO REMAIN — ENCLOSED PORCH EAST.WINDOW EL LA iE (NO CHANGE) EXIST.WINDOW WELL TO REMAIN GAS FURNAACE TO REMAIN 5.24.13 ISSUED TO D.O.B. STORAGE TO BE REPLACBED EXIST.SINK No. DATE DESCRIPTION REMOVE EXIST.FIXTURES AND SEE MECHANICAL DWYGS EXIST.FIREPLACE Up r--�� FINISHED IN EXIST.BATHROOM FOR HVAC EQUIPMEENT STEPS UP r - RELOCATE DRYER TO REMAIN REVISIONS LIVING ROOM DN LL_ IF s REMOVE EXIST.WINDOW TO BE REPLACED S d L W AND WASHER /> BA I (TO BE REPLACED Wl NEW I PROJECT r REMOVE EXIST.WALLS.SHORE � � t IN MODIFIED M.O.) CREATE AS REQ'D.SEE STRUCTURAL HALL 14 t J_ NEW MIA. D EXIST.IMNDOW DRAWINGS FOR NEW SUPPORT REMOVE EXIST.NON-BEARING -EXIST.CELLAR ST, TO REMAIN RENOVATION TO MEMBERS IN THIS AREA �LOS,.I LOS. PARTITION AND DOOR I I� CE LLA REMOVE EXIST. �io� /�� - - --, -� LL 340 GLENWOOD ROAD FIXTURES,AND APPLISHESIANCES ��^��-7! � ��=��MWI1 �`� CUTCHOGUE N.Y. I I I I REMOVE EXIST.WINDOW EXIST.HW HEATER § EXIST.LALLY COLUMN TO REMOVE DOORS AND FRAME I I I 1 II I BEDROOM TO BE REPLACED SAVE FOR RE-USE IN NEW I I I (TO BE REPLACED W/NEW I EXIST.CRAWL------- BE REPLACED.SEE LOCATION ``f �' IN MODIFIED M.O.) a e SPACE STRUCTURAL DWGS REMOVE EXIST.WALL III T" I !---+� DINING ROOM I I AND WINDOW !I LJ KITCHEN ��-- n REMOVE EXIST,NON-BEARING DEMOLITION r PARTITION AND DOOR FLOOR PLANS - L J �RELOCATE HVAC I _ ! CONDENSER REMOVE EXIST. �- FRENCH DOOR. L ` REMOVE EXIST. STEPS SEAL DATE:MAY 24,2013 � I RC PROJECT No:1214 FIRST FLOOR DEMOLITION PLAN ,�� ,� CELLAR DEMOLITION PLAN (-TIN �'t �h�ND M yj� sc41e:11a^=t'-0" DRAWING BY:PD ,.{ CHK BY:Al No 385 �� D-1 01 .00 �rE 4F W� D.O.B. CADO FILE NO: 50F31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK,NY 10013 TEL.(212)219-1774 FAX(212)219.0084 E-MAIL: aindoknanaia@oarthlink.nat LEGEND STRUCTURAL ENGINEER: EXIST.CONSTRUCTION TO REMAIN EXHAUST FAN J.D.OOLDREICH,PE,LLC NEW PARTITION: STEEL STUDS WITH C/O EBM SUITE 1100 518"GYPSUM WALL BOARD BOTH SIDES Q COMBINATION SMOKE ALARM/CARBON MONOXIDE ALARM 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-8115 FAX.(212)695-5158 MEPFP ENGINEERS: JACK GREEN ASSOCIATES 242 W.35TH STREET NEW YORK,NY 10018 TEL.(212)629-0850 FAX(212)828-0854 CIVIL ENGINEER: B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 TEL.(516)384-0650 FAX(518)364-0668 34'4r CRAWL SPACE VENTS COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT TO MEET CODE WARNING:IT IS A VIOLATION OF THE NEWYORKSTATE \ EXISlT. EDUCATION LAW FOR ANY PERSON,UNLESS ACTING _ LINE WIND F WALL ABOVE OVAI EXIST.DOOR UNDER THE DIRECTION OFA LICENSED r-.V. ,r - _F:F,v:,5 PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON (....._- THESE PLANS IN ANYWAY.IF ALTERATIONS TO THESE I 1 :#;R EXIST. PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE I I ?_ NEW AC CONDENSER '? NSU WELL IN ACCORDANCE WITH ARTICLE 145-SUBSECTION `�,. I I {t`•" FURNACE 7209 OF THE NEW YORK STATE EDUCATION LAW.IF SHOWN I I DIAGRAMMATICALLY i' tsFp}' ": x ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS TO THE ITEM HIS SEAL AND THE NOTAAFFIX *ALTERED BY' I ika: Q I R EXIST.SINK FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF I,$ tt 1 r J L — J ..� THE ALTERATION, I I rn •M' NEW BOILER r� CRAWL SPACE LJ \EYJS b z O EXISTING CELLAR WELL I 5 ioz� L------� I EXIST.WINDOW CELLAR NEW AC CONDENSER s SHOWN DIAGRAMMATICALLY MEW HW NEW I s HIEATER �'#Pil'i,::}id'fr;;j,; ,I'„�.i�Ti:,�.: ,:t''iri_;:ii',4'ih�?'•`tini.s�!;+krS:,YS;:i1''i�$;;yr-x'Fi•, ,.il',dYv” L J 5-24.2013 RE-ISSUED TO D.O.B. EMSTING - - � CRAWL SPACE SLAB ON GRADE WITH CRAWL SPACE VENTS -v I M 2-7-2013 ISSUED TO ZONING BOARD WALL FOOTINGS BELOW TO MEET CODE L T _ 2-1-2013 ISSUED TO D.O.B. LINE OF PORCH ABOVE L — CONCRETE PEERS LINE OF__. No. DATE DESCRIPTION DECK ABOVE REVISIONS PROJECT NEW ADDITION EXISTING BUILDING RENOVATION TO 340 GLENWOOD ROAD PROPOSED CELLAR AND SHED CRAWL SPACE PLAN " CUTCHOGUE N.Y. f -SCALE.IfS"=11-T PROPOSED FLOOR PLAN SEAL& DATE:1 FEB.2013 SND' RC, PROJECT No:1214 DRAWING W.CH r r .1 • CHK BY:AI DWG No. A-101 .00 'rFOF t�E`w{ D.O.B. CARO FILE NO: SOF31 LEGEND ARCHITECT EXIST. CONSTRUCTION TO REMAIN @ EXHAUST FAN ALTA INDELMAN, ARCHITECT NEW PARTITION :STEEL STUDS WITH 451 BROOME STREET,SUITE 2E " NEWYORK,NY 10013 518"GYPSUM WALL BOARD BOTH SIDES (J• COMBINATION SMOKE ALARM/CARBON MONOXIDE ALARM TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: ainclok mnafa@earthflnk.net STRUCTURAL ENGINEER: J.Q.GOLDREICH,PE,LLC BM NATURAL VENTILATION CALCULATIONS NATURAL LIGHT CALCULATIONS CIO .3 SUITE 1100 224 W3sTH STREET AS PER NYS R303.1 AS PER NYS R303.1 NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212158 ROOM AREA=2DI SF ROOM AREA=201 SF OPENABLE AREA OF NEW WINDOW =56.8 SF NET GLAZED AREA OF NEW WINDOW=45.5 SF MEPFP ENGINEERS: OPENABLE AREA OF NEW DOOR=21 SF NET GLAZED AREA OF NEW DOOR=11 SF REQUIRED OPENABLE WINDOWS AREA=4%OF 201 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 201 SF JACK GREEN ASSOCIATES =8.04 SF =16.08 SF PROPOSED OPENABLE AREA=56.8+21=77.8 SF PROPOSED NET GLAZED AREA=45.5+11=56.5 SF 282 w 36TH STREET NEW YORK,NY 10018 77.8 SF>8.04 SF OK 56.5 SF>16.08 SF OK TEL.(212)629-0850 FAX(212)5294854 CIVIL ENGINEER: EXIST.STEPS B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 '-7 8'-0" 36'-8114" WOODBURY,NY 11797 NEW AC COMPRESSOR TEL.(516)364-0660 FAX(516)3640668 NEW W.G. 19'-10114' EXIST.DOOR NEW DOOR NEW EXAHUST FAN EXISTING EXISTING T-0'X T-0" NEW WINDOW POWDER ROOM WINDOWS WINDOWS NEW WINDOW Z-U'X 7-17 NOM. NEW LAV NEW W! DOW 2'-0"X2'-0"NOM. 9'-t7' DOOR: 3'-9" WINDOW ' `'�;;, V-2 X NOM. ACCESSIBLE(ENTRY COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT 3'4rX TO 12'-4'X 60NOM. �sDOOR:3'4rX 7r 4r :. . .:�:_` WARNING:IT IS A VIOLATION OF THE NEWYORK STATE " t,: �X jos EXISTING'' ENCLOSED PORCH EDUCATION LAW FOR ANY PERSON,UNLESS ACTING THESE PLANS IN ANYWAY.IF ALTERATIONS TO THESE 12`I�' CELLAR UNDER THE DIRECTION OFALICENSED S 50 SKYLIGHTS DOOR (NO CHANGE) o PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON ABOVE .- NEW LAV. PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE DINING ROOM �Ra, EXIST.DOOR F- ?" NEW EXHAUST FAN IN ACCORDANCE WITH ARTICLE 145-SUBSECTION Q NEW DOOR 7209 OF THE NEW YORK STATE EDUCATION LAW.IF til s. 2'-10"X T-0` st P TRY fi , I NEW W.C. ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS UP UP D ALTERED,THEALTERING ARCHITECT$NALL AFFIX TO r- t. SHED EXISTING NEW WINDOW Z0X • 14 T EA ( THE ITEM HIS SEAL AND THE NOTATION ALTERED BY" 13R a 71rZ EA. 1 wlNl�ldw T-4'NOM.)IN MODIFIED FOLLOWED BY HIS SIGNATUREAND THE DATE OF ct NEW FRENCH I HALL y. DOORS,5'-0"X T-Qr' NEW DOO S POOR r� OPENING. SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF 5'-Q'X T NEW DOORS THE ALTERATION. F F- ...A.• LAUND W NEW WINDOW(2{1'X k IS D 2'-10"X6'-8" OOM T-4'NOM.IN NEW Of EF CABINETS COUNTER LMNVG ROOM OPENING CLOS. NEW WALLCAP SCREENED PORCH A80VI= TCHEN I i I AT DRYER VENT , NEW,. ..^ NEW I I EXISTING z: 5 • ., NEW EXHAUST FAN RANGE NEW SIN _ FREMICH DOORS, , NEW WINDOW { I I W I i X ' I RELOUCATED f 13-3 U4 NEW WINDOW(2'-0'X 2'-0X 2'-0" NOM. LNEW CONCRETE M I f ! I I[ I ,f _ Ole T4'NOM.)IN MODIFIED LANDING AND STEPS _,,,,:r; ::,,- _.., ? �--�_ OPENING. f NEW LOW ENCLOSURE NEW WINDOW EXISTING AND BEDROOM EXISTING FLOORS �"'I ACCESSIBLE j r. AT OUTDOOR SHOWER. 6'S'X 3'-4' NEW y ALIGIN $ BATHROOM. 5-24-2013 RE-ISSUED TO D.O.B. OPEN ON TOP AND BELOW OPEN DECK ��'-`' 1 - It 1R' 9'-3 314' 2-7-2013 ISSUED TO ZONING BOARD SCREENS,TYPICAL AT PORCH EXISTING N SKYLIGHTS NEW DOOR WINDOWS 2-1-2013 ISSUED TO D.O.B. ABOVE 6'-0"X T-IT NOM. #4'$' No. DATE DESCRIPTION EXISTING 42'-2' WINDOW NEW WINDOWS REVISIONS IN EXISTING OPENING X 6'-6" PROJECT NEW ADDITION EXISTING BUILDING RENOVATION TO PROPOSED FIRST FLOOR AND SHED PLAN 340 GLENWOOD ROAD 2 SC4LE:118°=1Wvy CUTCHOGUE N.Y. NATURAL VENTILAITION CALCULATRM NATURAL VENTILATION CALCULA11ONS AS PER NYS R303.11 AS PER NYS R303.1 ROOM AREA=372 8F ROOM AREA=178.9 SF OPENABLE AREA O)F EXIST.WINDOW w 61.6 SF OPENABLE AREA OF EXIST.WINDOW =14.4 SF NATURAL VENTILATION CALCULATIONS NATURAL LIGHT CALCULATIONS OPENABLE AREA WF NEW DOOR=30 SF REQUIRED OPENABLE WINDOWS AREA=4%OF 178.9 SF AS PER NYS R3M.1 AS PER NYS FMA REQUIRED OPENA®LE WINDOWS AREA=4%OF 372 SF =7.16 SF PROPOSED =14.9 SF PROPOSED OPENABLE AREA=14.4 SF ROOM AREA=339 SF ROOM AREA=339 SF PROPOSED OPENAWLE AREA=61,6+3D=91.6 SF 14.4 SF>7.16 SF OK p #f OPENABLE AREA OF NEW WINDOW =19.18 SF NET GLAZED AREA OF NEW WINDOW=14.4 SF 91.6 SF>14.9 SF OK FLOOR PLAN OPENABLE AREA OF NEW DOOR=63 SF NET GLAZED AREA OF NEW DOOR=33 SF OPENABLE AREA OF SKYLIGHT=9.45 NET GLAZED AREA OF NEW SKYLIGHT=11 REQUIRED OPENABLE WINDOWS AREA=4%OF 339 SF NER GLAZED AREA OF SIDELIGHT=16 NATURAL LIGHT CDAL:CULATIONS NATURAL LIGHT CALCULATIONS =13.56 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 339 SF AS PER NYS R303.,d AS PER NYS R3W.1 PROPOSED OPENABLE AREA=19.18+63+9.45-91.63 SF =27.12 SF 91.63 SF>13.56 SF OK PROPOSED NET GLAZED AREA=14.4+33+11+16=74.4 SFSEAL DATE:1 FEB.2013 ROOMAREA=3721 SF ROOM AREA=178.9 SF �-,,�,. 74.4 SF>27.12 SF OK NET GLAZED AREAA OF EXIST. WINDOW X5.65 SF NET GLAZED AREA OF NEW WINDOW=23 SF �v.E D AR PROJECT No:1214 NET GLAZED AREIA OF NEW DOOR=21 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 178.9 SF 1K y/� DRAWING BY:CH REQUIRED MINIMIUM NET GLAZED AREA=8%OF 372 SF =14.3 SF =29.76 SF PROPOSED NET GLAZED AREA= 23 SF CHK BY:Al PROPOSED NETaG"aLAZED AREA=55.65+21=76.65 SF 23.82SF>14.3 SF OK i_ DWG No. 76.65 SF>29.65 SF OK 53,� A-102.00 t= a ��nt . D.O.B. CADO FILE NO: 70F31 LEGEND ARCHITECT: EXIST.CONSTRUCTION TO REMAIN EXHAUST FAN ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUTTE2E NEW PARTITION:STEEL STUDS MATH NEWYORK.NY 10013 5/8"GYPSIUM WALL BOARD BOTH SIDES © COMBINATION SMOKE ALARM/CARBON MONOXIDE ALARM TEL.(212)218-1774 FAX(212)219-0084E-MAIL: eindeirmnsiaeearlhlkrk.net STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC C/O EBM SUITE 1100 NATURAL LIGHT CALCULATIONS 224 W.35TH STREET NATURAL VENTILATION CALCULATIONS AS PER NYS R303.1 NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)695-6158 AS PER NYS R303.1 ROOM AREA=185.9 SF MEPFP ENGINEERS: ROOM AREA=185.9 SF NET GLAZED AREA OF NEW WINDOW=45.7 SF OPENABLE AREA OF NEW WINDOWS =57.9 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 185.9 SF JACK GREEN ASSOCIATES REQUIRED OPENABLE WINDOWS AREA=4%OF 185.9 SF =14.87 SF =7.44 SF PROPOSED NET GLAZED AREA=45.7 SF 242 W.36TH STREET PROPOSED OPENABLE AREA=57.9 SF 45,.7 SF>14.87 SF OK NEW YORK,NY 10018 57.9 SF>7.44 5F OK TEL.(212)629-0850 FAX(212)629.0854 CML ENGINEER: B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 CLEAR OPENABLE AREA NEW WINDOW TEL.(516)364-0660 FAX(518)364-0688 OF 5.7 SF MIN.,MIN. OPENABLE AREA 217', 5'-0"X5'-0"NOM. EXCEEDS OPENABLE NEW WINDOW CLEAR OPENABLE HEIGHT OF 24". 34'-2" 2'40`0 8'-OI' EXISTING AREA OF 5.7 SF MIN., NEW DOOR MIN.OPENABLE AREA 20", NEW DOORS 2'-6"X G-1 NEW WINDO EXCEEDS OPENABLE 6'-Or'X 7'-G' COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT HEIGHT OF 24". DORMERS 3 4r X G-10" ABOVE 19'-101!4" AA WARNING:IT f5 A VIOLATION OF THE NEW YORK STATE �sEDUCATION LAW FOR ANY PERSON,UNLESS ACTING I----------I ..,, i:,,,,.,:. y ,,�y, {•. UNDER THE DIRECTION OF A LICENSED ,,;,�,. ,;�;_�,.. \r� NEW SLIDING EXISTING ROOF(NO CHANGE) �� PROFESSIONAL ARCHITECT,TO ALTER ANY TEEM ON ' �+ DOOR. THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE I I 13' EN -,,. i I 7-10"XV-10" EXISTING EXISTING PLANS ARE MADE.THE ALTERATIONS SHALL BE MADE I DN IN ACCORDANCE WITH ARTICLE 145-SUBSECTION \` } HALL WINDOWS WINDOWS 7209 OF THE NEW YORK STATE EDUCATION LAW.IF f`1 ^� ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS 0 c(, 1.0 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO I I W I SKYLIGHT f THE ITEM HIS SEAL AND THE NOTATION"ALTERED Or EXIS EXIST DN EXISTING FOLLOWED BY H13 SIGNATURE AND THE DATE OF I I WINDNEW OW - �,WW DOOR OS• 5' © DOO LOS. BATHROOM SUCH ALTERATION.AND A SPECIFIC DESCRIPTION OF 2'-t0 X 5-101' a. EXISTING EXIST. (NO CHANGE) THE ALTERATION. V0 x 6-a ; M NEW NEW DOOR ? IEXISTING HALL DOOR NOM. v EX UST 2'-10 X BEDROOM SHED ROOF j N BEDROOM I I NEW DOORS OS. ' „ FAN (NIO CHANGE) EXIST.ST• CLOS. CL05. i I 4'-1x'X 6'-6° DOOR 0 1_--------JEXIST.DOOR NEW WINDOW C s -8" 13'j1 \ SKYLIGHT EXISTING BEDROOM 2' NEW in I 2-03 NEW I HT SKYLIGHT LIG r%•:,,:, „x. .°» .,.::,= BEDROOM IST. KYLIG WINDOW i NEW (MIO CHANGE) O$. 5-242013 RE-ISSUED TO D.O.B. Z-V X 7-r NSN DOW I ROOF ROOF DORMER ST ' x 5'-0' ABOVE L - EXIST. 2-7-2013 ISSUED TO ZONING BOARD �---------- _- _ _ NOM. ----- DOOR ST. NEW WINDOW OS. 2.1-2013 ISSUED TO D.O.B. z-6"X 2'48" EXISTING ROOF 34!-? TING (NO CHANGE) EXISTING No. DATE DESCRIPTION WINDOWS CLEAR OPENABLE WINDOWS REVISIONS AREA OF 5.7 SF MIN., MIN.OPENASLE AREA 20", PROJECT EXCEEDS OPENABLE HEIGHT OF 24". NEWADDIT74N EXISTING BUILDING RENOVATION TO 340 GLENWOOD ROAD PROPOSED SECOND FLOOR AN SHED ROOF PLAN " CUTCHOGUE N.Y. NATURAL VENTILATION CALCULATIONS AS PER NYS R303.1 ROOM AREA=202.9 SF 0PENABLE AREA OF NEW WINDOWS =21.7 SF REQUIRED OPENABLE WINDOWS AREA=4%OF 202.9 SF =8.12 SF PROPOSED OPENABLE AREA=21.7 SF PROPOSED 21.7 SF>8.12SF OK NATURAL LIGHT CALCULATIONSFLOOR PLAN NATURAL VENTILATION CALCULATIONS NATURAL LIGHT CALCULATIONS AS PER NYS R303.1 AS PER NYS R303.1 AS PER NYS 8303.1 ROOM AREA=202.9 SF ROOM AREA=187.67 SF ROOM AREA=187.67 SF NET GLAZED AREA OF NEW WINDOWS=37 SF OPENABLE AREA OF NEW WINDOW =34.2 SF NET GLAZED AREA OF NEW WINDOW=26.11 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 2029 SF REQUIRED OPENABLE WINDOWS AREA=4%OF 187.67 SF REQUIRED MINIMUM NET GLAZED AREA=8%OF 187.67 SF =1623 SF SEAL d,S DATE:1 FEB.2013 =7.5 SF =15.01 SF PROPOSED NET GLAZED AREA=37 SF R Cy PROJECT No:1214 PROPOSED OPENABLE AREA= 34.2 SF PROPOSED NET GLAZED AREA=26.11 SF 37 SF>16.23 SF OK 34.2 SF>7.5 SF OK 25.11 SF>15.01 SF OK . �R - DRAWING BY:CH �, x, ! CHK W.Al DWG No. 3"00 O.O.B. �rE o F R � CAdO FILE NO: 80F31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STRE£T,SUITE2E NEWYORK,NY IW13 TEL.(212)219-1774 FAX(212)219-0064 E-MAIL: aindelrminaiaCearthlink.net STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC C/O EBM SUITE 1100 224 W.35TH STREET NEWYORK,NY 10001 TEL.(914)772-8115 FAX(212)695.5158 MEPFP ENGINEERS: JACK GREEN ASSOCIATES 242 W.36TH STREET NEWYORK,NY 10018 TEL.(212)629-0850 FAX(212)629.0654 CIVIL ENGINEER: B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 PROVIDE GU"ETERS AND LEADERS TEL.(516)354-0660 FAX(516)364.0668 FOR ADEQUATE ROOF DRAINAGE AT NEW ROOFS,TYPICAL ROOF CAP FOR NEW TOILET EXHAUST SHOWN DIAGRAMMATICALLY PROVIDE GUTTERS AND LEADERS FOR ADEQUATE ROOF DRAINAGE AT NEW ROOFS,TYPICAL COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT --— ——— ——————— FOR ADEQUATE ROOF DRAINAGE AT/ PROVO DE GUTTERTS AND LEADERS WARNING:IT IS A VIOLATION OF THE NEW YORK STATE j I r Y 1 I `� NEW EDUCATION LAW FOR ANY PERSON,UNLESS ACTING I I I � SKYLIGHT EXISTING CHIMNEY EXISTNG ROOFS,TYPICAL UNDER THE DIRECTION OFALICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANYWAY.IF ALTERATIONS TO THESE i 1 ` PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE J-----------_�- ------- I IN ACCORDANCE WITH ARTICLE 145-SUBSECTION __- 7209 OF EW TE TION l I I + -z ----__ —�--- -------_-_.__-_..-------- � I ANY RINGTHKSEALOFAN ARCHITECT I I AW.IF NEW SHED E I I I� -NEWROOF I I I i r , C"' ANY ITEM BEARING THE SEAL OF AN ARGHRECT IS I I ROOF II I I I I I I ALTERED.THEALTERING ARCHITECT SHALL AFFIX TO I I I I III NEW PLUMBING I I I I I I THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY` I l I STACK,VIF II I i FOLLOWED BY HIS SIGNATURE AND THE DATE OF I I I I I I 1 1 I 1 1 SUCH ALTERATION,AND ASPECIFIC DESCRIPTION OF I f l j 1 i I I THE ALTERATION. I I I ROOF CAP FOR NEW I I I I I I I I l TOILET EXHAUST SHOWN j ! 7 I l I 1 1 DIAGRAMMATICALLY I I 11 I I LL--------�J r L------------------- I I I I EXISTING ROOF(NO CHANGE) I I I I 11 I I 11 { li 1 I I I 11 NEIN I I -- _-- --- I ► I I I ti � I 5-24-2013 RE-ISSUED TO D.O.B. F_ ---- 2-7-2013 ISSUED TO ZONING BOARD NEW I ------- i SKYLIGHT - M -_- - --1 J� 2-1-2013 ISSUED TO D.O.B. No. DATE DESCRIPTION NE=W ADDITION EXISTING BUILDING REVISIONS PROJECT RENOVATION TO PROPOSED ROOF PLAN ti 340 GLENWOOD ROAD ® CUTCHOGUE N.Y. PROPOSED FLOOR PLANS SEAL DATE:1 FE8.2013 EN ERC, PROJECT No.1214 4fq�� DRAWING BY:CH CHK BY:Al WNG No. No. 15365 A-104,00 - O 'rF OF CADO FILE NO: 9OF31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEW YORK,NY 10013 TEL.(212)219-1774 FAX.(212)219-0084 E-MAIL: aindeln anala@earthlinknet STRUCTURAL ENGINEER: J.17.GOLDREICH,PE,LLC CIO EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-5415 FAX(212)695-5158 MEPFP ENGINEERS: CONTINUOUS JACK GREEN ASSOCIATES RIDGE VENT 242 W.36TH STREET ROOF PEAK NEWYORK,NY 10018 RAFTERS+ 22 — - — — EL+55.818' TEL.(212)629-08511 FAX(212)6294)854 SHEATHING y, R-30 INSULATION CIVIL ENGINEER: TYPICAL AT RAFTERS 0.THAYER ASSOCIATES EAVE VENTS, *- 100 CROSSWAYS PARK DRIVE W,SUITE 104 TYPICAL WOODBURY,NY 11797 TEL.(516)384-0860 FAX(516)364-06% 14' 2ND FLOOR EL.+44.313' Y \::R 19 MIN.INSULATIO TYPICAL AT NEW EXTERIOR WALLS 8„ rn ao COPYRIGHT 2013 ALTA INOELMAN,ARCHITECT 1ST FLOOR WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE — EDUCATION LAW FOR ANY PERSON,UNLESS ACTING EL.+35.6" UNDER THE DIRECTION OFA LICENSED AVERAGE GRADE PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE EL.+32.70' PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE t IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF L _ _ _ T _ _ J_� _ _ _ CELLAR ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS EL.+27.8+6' ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED Sr FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. P�P?!ED SECTION R-30 INSULATION TYPICAL AT RAFTERS RAFTERS+ EXISTING SHEATHING CHIMNEY ROOF PEAK _ _ EL.+55.W 5.24.13 ISSUED TO D.O.B. J\ ANGLED No. DATE DESCRIPTION R-19 MIN.INSULATION. o / \ E TYPICALAT r- i + REVISIONS EXTERIOR WALLS \\+ // i i PROJECT \ /2ND FLOOR OLI ' ap EL.+44.39' RENOVATION TO / ANGLED 340 GLENWOOD ROAD CIO CUTCHOGUE N.Y. 1ST FLOOR ` f EL.+35.6 _ — AVERAGE GRADE h T.O.SLAB CELLAR _ _ _ _ _ _ _ —• EL.+27.86 SECTIONS NEW BUILDING EXIST.BUILDING L�tNLOOKINGNORTH SEAL S DATE:MAY 24,2013 �,?,ED ARC PROJECT No:1214 Al �N 1�� DRAWING BY:PO I CHK BY:Al s N . A-302 No. 345 IF D.O.B. CADO FILE NO: 11 OF 31 ARCHITECT: GENERAL NOTES ALTA INDELMAN, ARCHITECT 1. THE STRUCTURAL PLANS,TO THE BEST OF OUR KNOWLEDGE,COMPLY WITH THE APPLICABLE REQUIREMENTS 451 BROOME STREET,SUI'fE2E OF THE NEW YORK STATE BUILDING CODE. NEW YORK,NY 10013 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, TEL.(212)219-1774 FAX(212)219-0084 LATEST EDITION AND ALL APPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS,AND LAWS. E-MAIL: aindelmanala@earthlink.net 3, WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT STRUCTURAL ENGINEER: CORRESPONDING PLACES SHALL BE REPEATED. 4, IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. J.D.GOLDREICH,PE,LLC CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. C/O ESM SUITE 1100 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, 224 W,35TH STREET DRAWINGS FROM OTHER CONSULTANTS,PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. NEW YORK,NY 10001 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES,STRUCTURES,AND UTILITIES LINES FROM ALL DAMAGE. TEL.(9114)772-8115 FAX.(212)W55158 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. MEPFP ENGINEERS: DEMOLITION NOTES JACK GREEN ASSOCIATES 1. ANY DAMAGE TO THE EXISTING FACILITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITIES TO REPAIR SUCH DAMAGE 242 W.36TH STREET AT HIS OWN EXPENSE. NEW YORK,NY 10018 2. BEFORE BEGINNING ANY WORK,THE CONTRACTOR SHALL SET UP A SCHEDULE OF OPERATION WITH OWNER COORDINATING TEL.(212)6294M FAX(212)629-0854 PERFORMANCE OF ALL WORK WITHIN THE OPERATION SCHEDULE OF THE FACILITY. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS OF THE JOB AND SHALL BE STRICTLY CIVIL ENGINEER; RESPONSIBLE FOR THEM.ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER 8.THAYER ASSOCIATES OF RECORD BEFORE PROCEEDING WITH THE WORK 4. CONTRACTOR SHALL KEEP SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. 100 CROSSWAYS PARK DRIVE W,SUITE 104 UPON COMPLETION OF THE CONTRACT,THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE THE SITE TO THE SAME WOODSURY,NY 11797 TEL.(516)364.0660 FAX(516)3640668 CONDITION AS BEFORE COMMENCEMENT OF THE WORK 5. CONTRACTOR SHALL INCLUDE ALL DEMOLITION,REMOVAL OR RELOCATION OF EXISTING EQUIPMENT,MATERIALS, APPURTENANCES, ETC.AS INDICATED ON THE DRAWINGS OR AS HEREIN SPECIFIED OR REQUIRED.WHERE PIPING, DUCTS,CONDUITS AND WIRE,LIGHTING FIXTURES ARE REMOVED OR BROKEN,PROVIDE THE REQUIRED RELOCATION, RECONSTRUCTION OR REPLACEMENT TO RESTORE TO SERVICE ALL ITEMS NOT MADE ABSOLUTE BY THE WORK 6. CLAIMS FOR EXTRA COMPENSATION WILL NOT BE CONSIDERED FOR ANY WORK THAT MAY BE CAUSED BY EXISTING CONDITIONS,WHICH SHOULD HAVE BEEN FORESEEN DURING CONSTRUCTION SITE VISIT. RAFTER 7. THE CONTRACTOR SHALL OBTAIN AND PAY ALL REQUIRED DEMOLITION PERMITS PRIOR TO BEGINNING ANY WORK - - ROOF PEAK COPYRIGHT 20VI ALTA INOLATION OF THE NEOF NE,ARCHITECT WARNING:IT IS A VW YORKSTA7E EDUCATION LAW FOR ANY PERSON,UNLESS ACTING STRUCTURAL NOTES 1. CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. REINFORCEMENT SHALL CONFORM UNDER THE DIRECTION OFA LICENSEDON TO ASTM DESIGNATION A615, GRADE 60. PROFESSIONAL ANY WAY.I ALTERATIONS ALTER ANY ITEM HE 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-616 GRADE 60,NEW DEFORMED BILLET STOCK THESE PLANS fN ANY WAY.IFTIONSSHALTO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-185,ULTIMATE STRESS IN TENSION SHALL BE 75,000 PSI. IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 4. DIMENSIONAL LUMBER: ALL TO BE GRADE STAMPED PER INSPECTING AGENCY RULES(AGENCY MUST BE ACCREDITED 7209 OF THE NEW YORK STATE EDUCATION LAW.IF NEW TIE ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS BY AMERICAN LUMBER STANDARD COMITTE, INC.) ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO 5. LUMBER SHALL BE SELECT STRUCTURAL GRADE DOUGLAS FIR-LARCH(OR EQUAL)U.O.N.WITH THE FOLLOWING MINIMUM BEAMS LINE OF THE ITEM HIS SEAL AND THE NOTATION"ALTERED Br ALLOWABLE UNIT LINE OF FOLLOWED BY HIS SIGNATURE AND THE DATE OF STRESSES: FRAMING MEMBERS: BEARING BEARING SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Fb = 1,450 PSI Fv = 180 PSI E = 1,600,000 PSI TYPE AND GRADE SHALL BE STAMPED ON SIDE OF MEMBERS BY SUPPLIERS AND SHALL NOT BE REMOVED. 6. MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT. 7. LUMBER SHALL BE SOUND,THOROUGHLY SEASONED,WELL MANUFACTURED AND FREE FROM WARPS. 8. PROVIDE BRIDGING OF SIZE RECOMMENDED BY MANUFACTURER FOR LUMBER SIZE USED. BLOCKING SHALL BE NEW JOISTS - 2ND FLOOR PERPENDICULAR TO FRAMING AND SHALL LINE UP ON CENTERS SPECIFIED ON DRAWINGS. 9. CONNECTIONS SHALL BE ADEQUATE TO DEVELOP THE FULL STRENGTH OF THE MEMBERS. 10. ROOF MEMBERS SHALL BE SECURELY FASTENED TO THE EXTERIOR WALLS WITH APPROVED ANCHORS OR CLIPS. LINE OF LINE OF 11. ALL WALL PLATES OR SILLS BEARING ON CONCRETE OR MASONRY SHALL, BE PRESSURE TREATED. BEARING / BEARING 12. FOR ROOF SLOPES,MANSARD DIMENSIONS,OTHER ARCHITECTURAL DIMENSIONS AND DETAILS. SEE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. E OF RING / PLYWOOD SHEATHING NOTES 1. APA STRUCTURAL 1 RATED SHEATHING STD 3/ C-C TSG WITH EXTERIOR GLUE, IDENTIFICATION INDEX 48)14 SHALL BE 5x4.13 ISSUED TO D.O.B. 4" O USED FOR FLOOR AND ROOF SHEATHING. \ 2. ALL PLYWOOD SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. No. DATE DESCRIPTION 3. NAIL WITH 8d NAILS AT 6"O.C.AT ALL EDGE SUPPORTS AND WITH 8d NAILS AT 10"O.C.AT ALL INTERMEDIATE SUPPORTS MINIMUM,UNLESS NOTED OTHERWISE.NAILING SCHEDULE SHALL CONFORM TO GOVERNING CODE. REVISIONS 4. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS:STAGGER JOINTS. - 1ST FLOOR 5, PROVIDE BLOCKING AT UNSUPPORTED PLYWOOD PANEL EDGES. PROJECT LINE OF BEARING GIRNEW DER IPE NEW FOUNDATION WALL RENOVATION TO COLUMNS i -AVERAGE LINEOF LINE OF OF GRADE 340 GLENWOOD ROAD LINE 0 BEARING BEARING ! BEARING - --- CRAWL SPACE CUTCHOGUE N.Y. I r � II LINE OF I �--- NEW FOOTINGS L-_-� L----_J BEARING L-------� AT COLUMNS F-{ CELLAR I I L---j �---- -- NEW FOOTINGS L---J AT COLUMNS STRUCTURAL NOTES AND SECTION LOAD PATH DIAGRAIM SCALE:114"=1 SEA DATE:MAY 24,2013 PROJECT No:1214 ¢ 9.y F DRAWING BY:PD CHK BY:Ai No. *395 0�� S-100.00 "F OF N'EQ.O.B. CADO FILE NO: 12 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEW YORK,NY 10013 TEL.(212)219-17'74 FAX(212)219-0084 E-MAIL: alndekrenala@earthllnk.net (2)2 X 6 DIAGONAL CONCRETE PAD AT AC STRUCTURAL ENGINEER: NEW HEADER BRACE COMPRESSOR. POWDER ROOM ABOVE 7 X 6"STUDS �� SIZE AND LOCATION J.D.GOLDREICH,PE,LLC C/O ERM SUITE (2)2 X 6 NEW HEADER4 16' O.C. TO BE CONFIRMED 224 W.5TH STREET 100 NEW HEADER ABOVE(2)2 X6 NEW YORK,NY 10001 ABOVE(2)2 X 6F TEL.(914)7724115 FAX(212)695-5158 CONCRETE a' SKYL[GHTS ABOVE. MEPFP ENGINEERS: PAD AT B.O. h IRS ;,., SEE 2ND FLOOR ENGLOBED PORCH STEPS DINING ROOM ��, (2)2 X 8 FRAMING (NO CHANGE] JACK GREEN ASSOCIATES 1418 242 W.36TH STREET "• yty' NEW YORK.NY 10018 2"X1 D' (3)3 X 10 PANTRY ..yl 1 TEL.(212)629.0850 FAX(212)629.0854 2"X6-STUDS @16 U '' NEW HEADER ABOVE ti NEW HEADER UP D P DER (2j 2X6 CIVIL ENGINEER: �16' O.C. SHEQ (2)2 X 6 � (2)3 X 10 � O 1-1t NEW HEADER . I�; - B.THAYER ASSOCIATES ABOVE HALL 11 NEW HEADER ABOVE 2"X6-STUDS `t (2)3 X 10 + (3)3 X 10 1 100CROSSWAYS PARK DRNE W.,SUITE 104 15' O.C. h LAUND (2)2 X 6 WOODBURY,NY 11797 – – --'– KITCHEN LIMNG ROOM ROOM NEW 2 � 40660 TEL.(5i6)36FAX(516)364.0668 r EF. l r i 16 CLOS. HEADER SCREENED PORCH '. ®16 ABOVE (3)3 X ip �� ---- NEW HEADER (2)2X6 11, i- NEW HEADER I `X� ABOVE K-T "� K_� :? (2)2x6 + I / \ 1 (2)2X6 NEW I v l v l 1 �/ I NEW HEADER ABOVE FRAMING I /� I '� ( I /` I NEWVHEADER (2}2X8 HR (2)2X6 ABOVE COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT LOW ENCLOSURE — — ---�—�— a: (2) 2X8 BEDROOM AT OUTDOOR SHOWER WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE .-77X10" EDUCATION LAW FOR ANY PERSON,UNLESS ACTING OPEN DECK SEE 2ND FLOOR @ 24 +; UNDER THE DIRECTION OFA LICENSED FRAMING JOISTS ARE PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON CANTILEVERD IN – – �–�Z –�–�– THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE (2)3 8 THIS AREA N ACCORDANCE WITH ARTICPLANS ARE MADE,T14E LE 145 SUBSECTION CONCRETE FOOTINGS,BELOW 7209 OF THE NEW YORK STATE EDUCATION LAW.1F ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS 2-X 6"STUDS NEW HEADER ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO 16' O.G. ABOVE(2)2X 6 NEW WINDOWS THE ITEM HIS SEAL AND THE NOTATION"ALTERED 8Y" 4-2X8 CONCRETE PAD IN EXISTING OPENING,MODIFIED FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF AT B.O.STEPS THE ALTERATION. NEW FRAMING EXISTING FRAMING N FIRST FLOOR FRAMING PLAN /J\ 7-M X 1'4"(D) SET BOT.OF FI'G.4'9 FOOTING DRAINS TYPICAL AT FOOTING BELOW GRADE OR PERIMETER OF FOOTINGS. (UNREINFORCED) AT LEVEL OF GOOD BEARING USE 4-PERFORATED PIPE. B WHICHEVER IS LOWER ISSUED TO D.O.B. 17PTYP. • LINE OF WALL ABOVE No. DATE DESCRIPTION ------ I , r------ --------'_� `�` ,�` �` CONCRETE PAD AT AC EXIST, 1 1 CONCRETE PAD ATAC I ;,: i C`O! �\;: �\ COMPRESSOR. WELL REVISIONS E ! COMPRESSOR. I '=I �' ��:_ �� t . SIZE AND LOCATION i I SIZE AND LOCATION I I _.•, �,'. ' '.�� TO BE CONIFIRMED PROJECT ! I TO BE CONFIRMED � � ` .�'� ��' :,• ��' 1 NEW CRAWL SPACE xo•xzxc I i•'F`:' :., •:.;`;`.'j �' �.r L_ ___ KANCONCREMPAD r 3 >� � �— � 4`� 1 � .: -:�' N RENOVATION TO si I I NEW j i I I 2'-6"X2'-GX 1'C' I 1 NEW 4.0 STD.WT,STEEL 340 G LE NWOOD ROAD I I I I FOOTING,TYPICAL r_ I ;, NEW EXISTING CELLAR PIPE COL.TO REPLACE I ! Tot 1 o I I I I :• IGELLAR = EXIST.IALLYCOL CUTCHOGUE N.Y. I I L-J L-J L 1 :• I _ NEW ABOVE QST• (PROVIDE SHORING I :' I r'_ z (2);2 8 -� WELL BEFORE REMOVING POST) ! CONCRETE THK RAT SLAB NEW SEE 215-103 I "' I I ' = ) o 1 ;'I 2" I i WALL I (UNREFlNFORCED) 4"X 4"COL I ! rh 1 I i THKGROUN -------- --- _---- 1 NREINFORCEM NEW I �: { j : /W.P. AREA OF NEW WORK FOUNDA ON I ., L._------_--- _ -_-1 EMBRANE I _ --:.. -x -- STRUCTURAL _ ELOW 4"X 4-COL,TYP. SLAB ONGRADE WI1Ti 't`_'--_-___'_-__`___-__ ___-_-___ -"-:.I' EXISTING� a n CRAWL WALL FOOTINGS BELOW � - � _ TMPs_«� 1 �------- FLOOR PLANS L-- - - - - - - - - - _--�'__ a LINE OF PORCH ABOVE 1 `' b, t!03 _ — V-2'0 6.7 LINE OF CONCRETE PIER DECK ABO SEAL DATE:MAY 24.2013 FOOTING `� RCy PROJECT No:1214 NEW FOUNDATION EXISTING FOUNDATION �5 4� �� qy DRAWING BY:PD CHK BY:Al FOUNDATION PLAN No. 15385 Ori S-101 •00 qrE t%4 D.O.B. 0 F CADO FILE NO: 13 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE2E NOTE: NEW YORK,NY 10013 CONNECT TIE BEAM TO RAFTER W/2 TEL.(212)219-1774 FAX(212)219-0084 TIMBERLINX CONNECTORS E-MAIL: aindelmanaia@earthPnk>net FIELD VERIFY LENGTH OF TIE (WWW>TIMBERLINX.COM) STRUCTURAL ENGINEER: CONNECT FOR 1500L6. BEAMS W!ACTUAL SLOPE OF ROOF.SEE ARCH.ELEVATIONS TENSILE FORCE J.D.GOLDREICH,PB,LLC C/O ESM SUITE 1100 3 X 10 RIDGE BEAM 224 W.35TH STREET 2 X 10 RAFTER NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)695-5158 2 x 8 _ @ 16"O.0 MEPFP ENGINEERS: 2-3 X 10 JACK GREEN ASSOCIATES NEW SKYLIGHT I I i l I 242 W.36TH STREET I 2 3 X 10 I I 1 1 1 I I 3 X 1Q EXISTING CHIMNEY TEL.W2)(Y2102 62N9-08501 FAX(212)829.0854 i l .� / CML ENGINEER: 3X10 1 1 1 2x8 16"O.C. I i 1 I I / =�� w �— �.-----=_� --- _— RIDGE BEAM f I 7 r J B.THAYER ASSOCIATES 2x8 ` f 100 CROSSWAYS PARK DRIVEW.,SUITE 104 2-2 x 8 R O T �(5s6) Y364-06H0797 FAX(516)364.0668 3X102X10 2-2XGLOW 11 I ! �160C 7UTF= 23X10 2-2 X 6 0*1 �--- I r I! EXISTING ROOF(NO CHANGE) I l j i COPYRIGHT 2013 ALTA INDELMIAN,ARCHITECT NEIN 3 x 10 { - - ` i I j WARNING:IT IS A VIOLATION OF THE NEW YORK STATE FRAMING { I 1 EDUCATION LAW FOR ANY PERSON,UNLESS ACTING 2 X 10 RAFTER 16 O.0 I I UNDER THE DIRECTION OFA LICENSED —__j 2 X 10 TIES @37 O.0 i I I PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON J I THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE 2 x 8 ! -----------------r--------- PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE 2 x 8 @ 16"O C I I IN ACCORDANCE WITH ARTICLE 145-SUBSECTION I I 7209 OF THE NEW YORK STATE EDUCATION LAW.IF 2-2 x 6 __ --i- _ __ I ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS 3x1Q I--7: ------- - T J ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED Or FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NEW FRAMING EXISTING FRAMING THIRD FLOOR (ROOF) FRAMING PLAN scALE:1�rl"-1 NEW HEADER (2)2x6 NEW HEADER ABOVE NEW HEADER ABOVE 524.13 ISSUED TO D.O.S. (2)2x6 (2)2X6 No. DATE DESCRIPTION (2)2 X 10 2 X 10 RZAFTER @ 16 O.0 EXlSTfNG ROOF(NO CHANGE) f I ` NEW(2�)2 X 8 HEADER REVRSION5 ER I I NEW HEADER # HALL FRANKING PROJECT ABOVE i I Z"X1 W.I.C.I i (2)2x 6 BEDROOM I 1@ 16(2)2Xi0 2°xl(r Los (I I °N TI RENOVATION TO I I WALL @ 16 CLOS G : EXISTING HALL THR M f BELOW ATH EXISTING 340 GLENWOOD ROAD I _- SHED ROOF I ____._ ___._ _ BEDROOM I3IEDROOM F.J(ISTING HALL GUTGHOGUE N.Y. I JOIST ARE I IN, I LOS. LO LOS. I CANTILEVERED LOS IOX116 ! I INTHISAREA s ✓„ `I L-------- NEW HEADER S ABOVE,(2)2x6 � c s BEDROOM NEW ,� �,�:.r:.., ,,.;.r�x x EXISTINGST. FRAMING LI S Lf HT!S LI :`.•:w, 4i I BIEDRObM _ LOS. STRUCTURAL NEW(2)2 X 8 HEADER �) A I RC#OF[ I ( HEADER ; �i ' ST FLOOR PLANS FRAMING,TYPICAL ABOVE (2)2 X 6 ST. EXISTING ROOF OS. (NO CHANGE) 2 X 10 RAFTER NEW(2)2 X8 HEADER 016'O.0 @ FRAMING SEAL b DATE:MAY 24,2013 D ARC, PROJECT No:1214 NEW FRAMING EXISTING FRAMING N E�My��.A� DRAWING BY PD 1 e CHK BY:AI ZAN"*. SECOND�FLOR FRAMING PLAN S-102.00 scALE �=lur Ij'� Ne. 153>i5 Ori qrE t�`�y D.O.B. OF CADO FILE NO: 14 OF 31 ARCHITECT: ALTA 1NDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK.NY 10013 TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: aindelnwnala@earth ink.nat STRUCTURAL ENGINEER: J.D.GOLDIRSICH,PE,LLC C/O EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772$115 FAX(212)S5.5158 1'-7 � MEPFP ENGyNEERB: 6 X 6 W 4.O X W 4A JACK GREEN ASSOCIATES GRADE a a 242 W.36TH STREET NEW YORK,NY 10018 TEL.(212)629-0850 FAX(212)029-0854 d a q4 © CIVIL ENGINEER: d d a d 4 q B.THAYER ASSOCIATES q ^ EACH WAY C 100 CROSSWAYS PARK DRIVE W.,SUITE 104 q WOODBURY.NY 11797 4 d a a TEL.(516)3640860 FAX(516)36"M Qq d 4 q 4 4" ° 4" #5 FULL HEIGHT WALL q Q q EACH FACE q A ° a Q COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT a WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE q EDUCATION LAW FOR ANY PERSON,UNLESS ACTING d q q q Q PENIN UNDER THE DIRECTION OFALICENSED 4 4 Q 4 4 PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE © a © dPLANS ARE ME,THE #5 TOP ANIS BOTTOM ACCORDANCE WITH ARTICRE 14N SUBSEC SMALL BE OMADE r q OF OPENING EACH FACE 7209 OF THE NEW YORK STATE EDUCATION LAW.IF q q d . ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS d qq ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO q 4 THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" q 1'-6"(NTS) FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIP'T'ION OF q� THE ALTERATION. 4 a 3500 PSI CONCRETE FOOTING (CONTINUOUS) DETAIL AT TYFICAL FOUNDATION © WALL AND FOOTING DETAIL AT M.O. FOR CRAWL SPACE VENT q •Q SCAI.E:1 112"=1'4" 1-a T.O.DECK SLAB ON GRADE WITH WALL FOOTINGS � 5.24.13 ISSUED TO D.O.B. SCALE:1 112 =1'-0" No. DATE DESCRIPTION REVISIONS PROJECT FIN.1 ST FLOOR ° ° + RENOVATION TO 2X4°TAG-BRacE 340 GLENWOOD ROAD Z(8 � MID-SPAN&@ SUPPORTS \ ` \ 3X3x318 Lx8"(GALV.)EA CLITCHOGLIE N.Y. SIDE OF 3WOI DIA.EXP BOLTS TO P ER BOLTS EXIST. BOLTS 3112X6 = I FINISH GRADE(VARIES) DETAILS NEW 5 x 3112 x 3113'L 5116'TH. i x V-310LG SIDE T.'S I #6 I CTR.OF PIER DIM."A"=7-2*MAX COLUMN TO BE I REMOVED NEW COLUMN 1'•2"DIA.CONC.PIER SEA ,I� C DATE:MAY 24,2013 11\ N L hr� PROJECT No:1214 DRAWING W.PD CHK BY:AI R. r �j+�, No. 15385 O4 S-103.00 - tl��TOLUMN TO BE REMOVED TION AT DECK qr 1 F OF 'E�y D.O.B. CAW FlLE NO: 15 t31 ARCHITECT: Table 3434.Wadi Sheathing R ALTA INDELMAN, ARCHITECT �+q�lr�nal�nts.tut Ml��.o�i•F.�pbdor� !� . 451 BROOME STREET,SUITE 2E TIM 5vW-dQWWind Smd(mpi) F 90 1 100 110 120 . 130 140 150 NEWYORK,NY 10013 -- TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: sindetmansia0earthlink.nat WI00DSTk�l@7TlI! PAMm STRUCTURAL ENGINEER: TOW S&M 1tooT'��bin�'•R+rgldrlraIIS-ds Tor'WW Loars.-ft"snrs.R � ainaars�aaaetearatnde J.D.GOLDREIc]i,PE,LLC 1U"5maa G wWW9A�(�) 24- 1- 90 1W no 120 130 140 t30 (trwe]1ar,,oa.) MiammtPaael Thidaae4a(m.) C/O EBM SUITE 1100 M24. 3/8 316 318 s!t 31st 314 31: 318 224 W.35TH STREET S'tRUC1711tA1b1ItRtK1sm NEWYORK NY 10001 4kr�dim�o�lduaor3ormanaip{ioet�} WOOD 971![A'IURAL tANBL TEL.(914)772-8115 FAX(212)895-5158 slrei�4 A[Nimaatl.ad Cfo4Go) alortdierpueioaacreratuds (kaiar.OA) cMEPFP ENGINEERS:. 12 31A I j M I M I 3/a 314 (M*") JACK GREEN ASSOCIATES 16 311 311 1 .318 318 911 .' 314 311 3R 143 314 311 311 •314 •314' 318 314 1 7/16 12 318 318 '11111 1 313 318. I 3/s I 317 I 3/S 242 W.36TH STREET •' 24- 911 315 1 . 314 314 7116 7/16 15132 79/32 Id 3!3 3JS •.3/8 1 .315 3yF 7116 ISMI ]5131 NEWYORK,NY 10018 20410sM+►lnameit. 2i 7/16 /16 102.1 w2f igfnl m2faraf 23132 TEL.(212)829••0850 FAX(212)829.0854 (dlyaMfllrauoR3drmae�pnla). CIVIL ENGINEER: halM+flkar.8paoleR MiaiimualHaetdT>tirknM(fa.) is�Li:ULOQIICl�R11tT�Ula�A7'AiI7G , ( ) arorsd]meaklaaaetaaeatad4 B.THAYER ASSOCIATES 14 14' �314 314 314 3 Y4 1 Cm) 100 CROSSWAYS PARK DRIVE ,Surra 104 5/t 314 511 SftF 311 mabea,a.c: W. WOODBURY,NY 11797 24 s14 SR 374 314 314 314 12. Ill In 112 !W2 ' In I/2 1R lh TEL.(516)364-0660 FAX(518)3840688 Tii 3F4 314 16 1Wl ILt 112 L Ill. 1 112 1.23132 BOARDSHRATEM0 ' 'ac4oae3 arm�ae ToNs 3U= Mftbmm Roof iheatIldft' Tor Rlol+lrT L m and Snow Loads Wxinft aamaTfii ( :) usaL..t ltanl' 1a1,-1a lx 511e 316 .S/6 511 3/s. S/t. 31& S/6 , COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT '.16.. Sib 3!8 SA 316 SIS S►6 518 3Ji1 24 3!$ 518 iJ6 SIS' 31b 318 3N 314 WARNING:IT 18 A VIOLATION OF THE NEWYORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING Lois UNDER THE DIRECTION OFALICENSED t 'Mbrl�&VIS IAhili CMS OI II IM1 WU Li�1�S* PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON � titiewiuo �� B THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE • PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE am* IN ACCORDANCE WITH ARTICLE 145-SUBSECTION Weadsaaereditmb 27/0 316u 24 19.2 1k TgdCImt msomd owwso4ad'tropi) SS 100 11 90 0 i20 130 ]40' 150 7209 OF THE NEW YORK STATE EDUCATION LAW.IF O laudmsrc-cn 7,4116 and u u 19.2 '19:2 " ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS GQ 32/15 16132. 24 24 24 in a'0048T MTURALIPMiI.AMHARIMARDPANU ALTERED,TH E ALTERING ARCHITECT SHALL AFFIX TO 4m 19/32 24 a 24 24 SOIiGCIG THE ITEM HIS SEAL AND THE NOTATION'ALTERED Or -4m 2302 u u 24 1 24 aaoet.dimeetioo aeaeaa FOLLOWED BY HIS SIGNATURE AND THE DATE OF WbOSbu*wdl k 1664. 19/32 24 -24 24 19.2 sud �� SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF {'Jie61e7?]oo QNdee, 20o.e. Wn 24 24 24 7A {' � ) THE ALTERATION. 24ox. 2313.1 24 24 '24 u 12 316 3/6 3/i 3/8 376 1 311 '11 31! I 316 32u.L 711 24 .2t 24 24 16 3/6 318 318 34 316 . 7/16 ]3/32 1382 41 o a t s13z 24 u 24 24 , 24 7116 7116 tsW1"21 19021 19521 191321 23132 Cmmm 1m�cetlo�nt .. ;� sd1 11.2 IB ,2 it «Udit BOARD AI DRAJWBONRD II"swum # anlna3 a more Cqmmw 314 24 .19:2. 19.'2 16 �d 3diafimaml3oudTblekreas.(m.) _ ae 175ity , d2�16 71]6 .7116 T1l6 ?lI6 71]d 7116 7116 7/I4 TWO 5 ,101 804'5111;�t 1�IM� �� .�r�1� 1i >�-ft WiirdLOnda, 5.24.13 ISSUED TO D.O.B. Table 311 Wall I ft I ladding Aftschme►nt,Ro"Irem"to for Wind Exposgl'� B .oado as Ixosurs 8 No. DATE DESCRIPTION 1b 1616;oadQoet 85 90 100 Y]0 120 330 110' 1�1 REVISIONS 9Yiad sAa+d(�). ' 8S 90 100 110 120 'I10 146 ISO mummPROJECT �V7irl SDi10df�bh)- ' SI;'Ril1'!t'l[RAi.S�A'i'B114C S2'AUCTURAL13H1iiA'1HING r 13 F E P E F 18 -F ' R F 13 P E F E• F . 5p� RENOVATION TO E F .13 F P, F E F B: l: E, F 8 P E. F t 0 e.) `Maliilnoms.t4ai[.Spa`fia5 to W C4 3 a tOd BaxN>r7d(md�4,o,0)° ftdSpuft aft I2 6 12 6 12' 6 12 d1. 12 S. 12 .6 12. 6 12 a._ 12 1JLENW44Q ROAD g _ 4 16 6 12 it 12 6 .12 6.: 11' 6 12 d 12 . 6 l2' 6' 12 Mal NRi1 s .r Sa FF4�6or1oa$a6 NaiI1(illcbe6,n c) r ' 19 . 6 Ii d 12 b 12 :6 12 6 l2 6 ix 6 t.2 6. le C UTC H V G U E N.Y. 24 6 72 6 l2 6 12 6 12 d 12 d 12 . b !2� .6 12x 12 G 12 6 T126 13 62 ¢ '1Z 6 13 6 1Z 6 1 12 .6 t2 6 • i2 4 !2 6 1 6 ! 6 12 6 6 6' b' lfi9edcrr.�44e lb it l2 6 12. . B I2 6 12 d i2 6 12 6 ! _ 16 6 l2 6 12. 6 12' b 124 6 6 d b1'atbwWEd=n2Yase24 6 13 6 12 5. 12 6 I2 6 I 6 ) 6 16 IV .6 13' 6 12x 6 6 6 6 6s Sr � 4�12 6. 12 6 ' 12 b. 12 6 '12 6: 12 6 12 6 12. 24 6 !2; 6 le b d. 6 62' 10 61 6a 61 '16r 6 12 6 12 6- L7 6 12 6 ' 12 6 •1'Z 6. 122 t,�blep�tlntUllaloeooe9i�Oerio adlook0ot�odr d :6 6' Ik1b ' 4 4 4 2�1 6 12 6 1Z 6 f2 a 121 6 123 6 12� 6 122Fud�ralkR�IroaxRike'Itudaln'o>italar 6- 6 6 6 6 b b 6 6.. 6 l auensa�nrimmvcr<lLArsmrrlG »oAwal�+lrmu�c STRUCTURAL NOTES 'SlAeathlaS Sis+e 1�N131vdt.Sp6Cim� Mmimm<nt.Natnlax of 8d'Coemmo�l4rub air:IQd Baa4 Naib S'maa �fhga 5paelsS hii HOober oiBd CaaaenNWs ( aa) ae 10d ti0at lWiirs FeR'st;p,p0rt . :. (md1s1;cit:. 'Yrr 94rpp0it - . 1t6.oe 1*3"S1�pade 12x192 2 2 3 22 2 Z Z 1.71648.4$lldatlliaS I2-24- 2. 2 2 2' 2. 2 2 ]x10.ar 12.192 3 .-3 3 3 3 3 3 3 10 a 12'24. .3 3 3' 3 t 3,- , ' 3 3• 3. E - Nast ppemhal atpow oom fm) •' - N Ppd oL) F l tapecin6at]otermodia4e.suppuAaistbapwdicfA('m.) • - SEAL DATE:MAY 24,2013 F' - Nail'ejMcil #ki�plemeditiepFloRt�tiSlliEppalelfiCld(1st) 1be rridaa4.£oetofl5spadmapie6toattlraroolf;:iaclndin84Racna�chsideafthlssQotPpk: tl4fooE1>aetwrdd6etoaie '� ,`�C•l��D RCh, PROJECT No,1214 �qr y� F DRAWING W.PD 1 Fa9ralltl�ioErii�iu4'teilEofthe.�camers.t�4iloatperio�ehgr'ed�?�paoaa4d�reg0e.thall_bewed. � T.b,aaaatl2i;nmoa�riL' waarr . .uaclredx4>mOerlunaa ' 3 xabElded 12 blclh as»wil s/lumvar.6beMhiu,S agrebed fQ Irrud alp# '�Ae alcooillera�th tI.�0.4J:FOrSateir�;ananbeml with 8:72 5 0�0.49,tie nail � '� CHK BY:N 4 �B memhaa wick G?O.a9..Far fi>f.mtmb.w wr*0.42 c©a 0:49,t1303pi*m*p s�d�r swill be sa3acod m b'�rrac' I �{ IbaU bCiadu4adto 6 .o c. ' TatiO]aaed 6 ihbdi o.c mnT rjiaeinS aao!abf idu ethiog ilsic8ed to nBeiMi�e&®iu6 tnda>xn with(3 2.0.49:p*8+neia8.Mm9m O with 0.42 3.43 x 0.49,die aait ' DWG No. rpeotop 46tlll be�eduaod w 4 kc et b a, 2 Foc alaatjoir>�A&&P 6 bw IWIN 11w9.bupER*tcd:4o'be Od for 4 0.3f1 6 M& ' TAM ok4 4 imeh o e.siil4ge7eR as a64e6ed to ft wi&G 20.40.For.foama *fib 0:+12.3 t r c 0,49;*s 441 � S-104.00 A TabaliMidriMil>pa6�aaboiWiIociiediui3xpoetueB aproia�rsLitillbe:rldooedtn33s+dia�oc No. OQ. ' ° 'FaDo]atN au'lI>tjiaciAp a�afoo sbutld�located in Erpoemoe 8. � ©.O.B. qrF OF N'EWy CADO Fl LE NO: ISOF31 t� Ra3lfter ARCHITECT: H Semart aaL/tirw aae no, ALTA INDELMAN, ARCHITECT Idg6B01a111 451 BROOME STREET,SUITE2E NEWYORK,NY 10013 TEL.(212)219-1774 FAX(212)219-0084 E-MAIL: sindakrmnala@oarthlink not STRUCTURAL ENGINEER: J.D.GOLDREIGH,PE,LLC C1O EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)W"158 H111aIgIIMlIf1t MEPFP ENGINEERS: ' JACK GREEN ASSOCIATES W.36THEET #abI0 3.1 Naftnit: 86he"10 N4EWYORK,NYT1100 8 TEL.(212)829-W50 FAX(212)8294854 ra CIVIL ENGINEER: Number of Nu mbear of" • Tod Platt "N1 8il7["Nat'lsS inshllalloil< B.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W,SUITE t04 wer to Top phft WOODBURY,NY 11797 (9*ftv,Tt 43.4A) (*Ta'ble:14A) periaftes �'"` • TEL.(519)364-0850 FAX(516)384.0968 Jag to T.p P6ibe 1w'I'oe+nailed) (=ee Table 3:44) (sea Taabk 344) par joist C, dma low to ltilln1 ct Raft 0)10o-� •(lee Tisk 3.99A) (ow T;b1a 3-9A). ash 10 CdA)w LAFN 1 Puddew (Pate-tlaillod) (aaz Tallbte 3.9A). {tee Table':39A) a1cd,.lsp 11i1 a l C4)1*15e Ec►1 (Faoe�laailod) ( Tabto 3:,64). (fin Tib1r3 bA)' alto :rbc mgro1iSibdr(Toe11t9ledj -Bd 2-10d etch Gild rrr+sirarusar"�+iowwrmw i' ' rb-811111, Ii#>11 Bond.tQ I111!!Ot(FJo�-aig7eil) Z-16d" 3-1lid each ."�rum ar'm+Doris" j��.• } IY��IIY Y mi1�.iil g*=s 1••1\ �' Sv4:;yt t�•j ALl:�►s�►fi LENGr�:t" pF�7� -" ��'. COPYRIGHT 2013 ALTA INDELMAIV ,ARCHITECT 'fop M*to Too phft (FbcamWe- 2.16dr -I6d' WARNING:IT 13 A VIOLATION OF THE NEW YORK STATE 'TaP?j ! l�� 4-16d. S-i6d each 9 EDUCATION LAW FOR ANY PERSON,UNLESS ACTING SudJ -" UNDER THE DIRECTION OF A LICENSED MR F$hid•� ` } '16d 2-16d 24"Q'c' "tp '•` PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON HeadelrtoHesdrsr(1:ao�- � 16d 16d 16"a:c-alogg low Jol>t1 THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE 11f lIW09 PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE T00,400tboin0100-10,$w (SW Table3SA) (aeeT&W635A) IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF Bottam Plite W.Flow job BansjoiK Badjoiat or 24lfeP' 2-10,2P foot ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO BIciclqutt� THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF to Sill,Tom"Phe w Gwder'(Toe-wilad) 4-'-8d •"4-16d THE ALTERATION. Mid&g to JoW (Tae-millet!) 2-8d., 2.104, emcfi and Bloddag"toJOW(Tbo-wEed) 2 8d. 2-106. ��.�+/Qt �.•�j IRWI—JO. .{Tocneilod} 3-166 il-16d each:end '+ �: 161; J�MP 1 . afob bloat. t YAdg� 3-164 4.16& earh joi�l "' p.I' Joist an La1Eer to BeriQot.{Taa.>1ax1edl. 3-.11d 3=106 pa jpid Band;lout Iroi Jaiit"(F� 3-I6d !� Hand"7aisrttn 3+7tarTop (T led) 2.16 ' $-1joit 6d. . ;w-fooE s 'd1M +yrs.oi�i.irin�iawq�:eao.rtogirrq;ioo6� gip": Sbllctfuirl l4�Qe1s" .'Dies". Bopd.Mwdft .8d ' 10d. (sem Taitfa 3:-10) 1maw 1°>G6"or 1"x8" 2••86 2-1.0d 1`xl0"ar.widbr :. �nq �e�l+ry�agop�.iw6:,gc�s. midorlt�sil is..�►ov�kd, iy"tiea"3obt:.iwaip .ut 4 t'p iio s:fbr"iitfiaNpHestloe:.t� .dtliMd.br�tls71�•aobt:.. " :�h1'" , 1isi"as;iN�et!'r liniti!'boP::dpt�t rild;: 4pc Rpoe•>yieNpt fi"�p.lrt `iFhebed,trr ll "b. nr'oftfic,lbi. e!d; rta.iNbtd iteiin .eiitli:)Jii"dinret 5.24.13 ISSUED TO D.O.B. • +�" � � Mod" ?"edglb'/.10".field �olidfg, No. DATE DESCRIPTION �:Pafoels 8d lOd F'1�atboald PaaaL (yea Tsbla 3.1'1) Cf . REVISIONS 7/16" 3edp 6d�. 0 fie •25/32" $ , / � PROJECT 3 Caa�#.lsr�dn9.fs'•p�D+Rd�dih�1'.iY! ` a lis at bdt W d*d bilarlriq*w dlt om. ., Wd bwd d cuc= 5d Hwdbandcookis .7"edge f 100 field lr�ln#Ea ja.lntb�[ad'iu1:Nch tatar�.lx"sr1� a -( : a1) RENOVATION TO L!attiakborizd.P�a6U sd ' 8d. (lreemtinnEactoler) .. tnu.;,nwc D s 15�mr 340 GLENWNOOD ROAD 1"xi3"or.l'x8' 240dper; 3-10d " n CUTCHOGUE N.Y. l"ytIO"dtwrlda 3-$d per 3ta111�1 Paoelt - Metpd z11rtQI!l..bnaitl .l"a k4s 8d lOd - 6`0*i".I2"iydd •"•�y:'t'r-1le".�ditesiw.. weft ow 1" -1Od 1611 6"c*!-6"field � DWloo"al Bonet S 1'St6'orl'k8" 2.86 240d :17 Mot 3 340d Xouf1q 1gsilnav@basea" STRUCTURAL NOTES oa wall dieahitig nal�ed 6 inrbrs on- ntcr"xt fire If.,�ray1 1��- sliealhieg".is roiled 3 incdlis on .at We pa�aigrx.fbaWLaltiglseralpind}injttibgaiz�amb'f�t. " .. � � • : : ," � " f1"n4ardxrs•el�ilbe+dolri;-1tgt1,"oraltermtc.�aotict�.4uc6i.at sly :�..fij� �j, pUba,•lhill ba'Itsed ro:�tlro-Icadpaili. - T,)LX"I"trtUd�, s w�t11111et>fbiag>a c�iaasolts alrelr tonnecled.ntefasbera,tbo tr~buttued: .aiiFasils:>tbaill.be•perms¢fa11G.�i3,t�t•.1a1&)nsilper#oof. +�'�I#"; `�+F ." - canofuan ft1 t)1 gaga 4ao ft .06.n�t ld> 11er ittad.t;luccic IEiC"tot itddibitld l ........,. A! :rel ani y; SEAL 8 SIGAAAW DATE:MAY 24,2013 ttUnoyl�rWft,'.cdritcritae.. ��EO q R c� PROJECT No:1214 W aEFwall". fited CJ\C3 KIK�N ` ,�c� DRAWING ICY:PD 4 CHK BY:Al e DWS No. CONN4COON TA ITUr ,k -105.00 h1o. 1a385 ��' OF CARO FILE NO: 17 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT (4)2"x► VENTILATION PIPES �rs�►��1 451 SROOME STREET,SUfTE 2E FOR WLM PIPE Ii�3�i.1fG NEW YORK,NY 10013 0084 12x5 ACC-1 E-MAIL: andelmanala@earthlink.net- 150 CFM TERMNNATION A5 PER AC AMS CONDITIONING UNIT 5X10 TX DUCT UP IMANUFACAW. ACC AIR COOLED CONDENSING UNIT STRUCTURAL ENGINEER: ]X1 POWDER ROO 5'-O' CONTINUOUS LINEAR HC HOT WAIER COIL J.D.GOLDREICH,PE.LLC 10x5 DIFFUSER. PROVIDE REFRIGERANT B HOT WATER BOILER C/O EBM SUITE 1100 APING 224 W.35TH STREET \ 2'-a�I.X�rI� n ACTIVE ENCLOSED PORCH 'R SUPPLY TOP RWSTR NEWYORK,NY 10001 12.x3 FR 0 PLENUM, 140 CFM. BLANK (NO CHANGE)- FR SUPPLY FLOOR REGI TEL.(914)772-8115 FAX.(212)695-5158 CFM (2)12X4 FR OFF UNUSED PORTION OF 1O0 cm EA STAIRS LINEAR DIFFUSER. FM RETURN FLOOR REGISTER MEPFP ENGINEERS: 1' RR RETURN REGISTER JACK GREEN ASSOCIATES DINING ROOM RY I 1ACFM CUBIC FEET PER MINUTE 242 W.36TH STREET TO AC-2/HWG-2 U UP D lim y $ WARE MESH SCREEN NEWYORK,NY 10018 12x4 FR AAD MOTORIZED DAMPER TEL.(212)629-0850 FAX(212)629.0654 1 FR 10x4 TR 10O CFM FALL FC FLOUBLE CONNECTION CIVIL ENGINEER: cm 75 ROOM LAUNDW 4'!� VTD VOLUME DAMPER B.THAYER ASSOCIATES I,11,UND_j ISLAND PQ �)QFR F COUNTER LIVING ROOM CLOS. D TX TOILU EXHAUST FAN 100 CROSSWAYS PARK DRIVE W.,SUITE 104 KITCHEN 4$X6 FRR TEL.(51)364-0660 FAX.(516)364-0668 DBURY,NY 11797 10x4 TR 4'�i DRYER EXHAUST 85 CFM _ DUCT TERMINATED SCREENED PORCH OW > � W/ APPROVENT VENT CAP Ole 120 FR BEDROOM 5r� 100 CFM 12x4 FRR 100 CFM 01 COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT -- -- WARNING:IT IS A VIOLATION OF THE NEWYORKSTATE OPEN DECK EDUCATION LAW FOR ANY PERSON,UNLESS ACTING RA Nola UNDER THE DIRECTION OFALICENSED -- --�- - ---- PROFESSIONAL ARCHITECT,TO ALTER MY ITEM ON /� THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE �..'1 DISCONNECT AND REMOVE OUSTING CONDENSING PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE UNIT WITH ALL RELATED PIPING AND CONTROLS. IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF 1 ST FLOOR HVAC PLAN ALTERNY ED BEARING RINGARTHE LOFACAS SHALL AFFIXDISCONNECT EXISTING TO SCALE:IIW-1'4r INSTALL. HEW FURNACE IN SAME LOCATION. THE ITEM HIS SEAL AND THE NOTATION*ALTERED Br RECONNECT TO DUSTING DUCTWORK AND FLUE FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. (2) 7.5 SW LOUVERS W/ws, PROVIDE 8' DEEP PLENUM (SAME SIZE AS LOUVER). REFRIGERANT PIPING — — - UP AND RUN UNDER EXIS I ' PORCH 0x5 1 (4) 2"* PIPES FOR WELL I BOILER VENTILATION UP 524.13 ISSUED TO D.O.B.111 12x4 30>tI6 30,cI6 12x5 12 � q X I I IR TOSIT.SIN No. DATE DESCRIPTION "'` •) ` A3 5X12 12X57mT REVISIONS 16X8 12x4 12x 2'o REFRIGERANT PROJECT � � ~� 18x8 PIPING jEXIST.14X EXISTING CELLAR (TV) INRENOVATION TO 3242 32x2 Wcl CETO RETURN 340 GLENWOOD ROAD 1 REGIS MVE CUTCHOGUE N.Y. am x 4 1x10 EYJSVG CRAWL SFACE 4 -RETURN AIR PLENUM - CELLAR AND 1 ST FLOOR LINE OF PORCH Aa0VE --- C) 0 (2) 32x12 CONDENSER PLUMBING PLANS DISMIARGE DUCTS TERMINATED W/" UNDER PORCH CELLAR HVAC PLAN SEAL S SIGMAXIME DATE:MAY 24,2013 SCALE-11ir=1'-0' D PROJECT No:1214 �yN L 4'yj� DRAWING BY: - SCALE: AS SHOWN I No. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVE© ONLY FOR THE WORK JGA JACK GREEN ASSOCIATES ► * M-1 01 .00 PROFESSIONAL JUDGMENT, THESE PLANS AND INIDICATCD ON THE APPUCATION SPECIFICATION SHEET. I CONSULTING ENGINEERS, No. 15315 SPEOFICATIONS ARE IN COMPUANCE WITH THE ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th Street D.O.B. NEW YORK STATE ENERGY CONSERVATION CODE" UPON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10 018 E a F N'EW CAW FILE NO: APPROVED OR IN ACCORDANCE VM APPUCABLE CODES. T#212-629.0850 F#212-629-0854 18 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT — 451 BROOME STREET,SUITE 2E NEWYORK,NY 10013 \ TEL.(212)219-1774 FAX.(27 2)219-0084 E-MAIL. aindelmanalaipaadblinknol 1 EXIST.LOWER ROOF. STRUCTURAL ENGINEER: O J.D.GOLDREICH,PE.LLC l \ CIO EBM SUITE 1100 224 W.35TH STREET (2}5X10 TX \ I \ L�IECK \ — — — — — — NEW YORK NY 10001 T � __ ,� ,— ,� — — !. _ — TEL.{914}772-8115 FAX.(21295-5158 NEW RQ F _ �— � I � � I MEPFP ENGINEERS: r I JACK GREEN ASSOCIATES I �a- NEW I 242 W.36TH STREET LOWER I NEW YORK,NY 10018 ROOF , EXISTING ROOF I TEL.(212)629-0850 FAX.(212)629-0854 CIVIL ENGINEER: S.THAYER ASSOCIATES 100 CROSSWAYS PARK DRIVE W.,SUITE 104 -- I WOODBURY,NY 11797 I ! TEL.(516)364-0680 FAX.(516)364-0668 j ! I NEW LOWER , T- ROOF ! I 4 � EXIST.LOWER— { — -- - — _ — — —— -r J ROOF COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT WARNING:IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFAtICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ROOFHVAC PLAN ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO - THE ITEM HIS SEAL AND THE NOTATION'ALTERED Sr SCALE: FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION, 540 Tx DUCT MON ems. EXISTINCG ROOF(NO CHANGE) 1642 RR LINEN S \ 4W CM uy�—V-O- � � 5.24.13 ISSUED TO D.O.B. 11�1i y� !7 V� 18x1B RR • No. DATE DESCRIPTION 660 CFM { �kIALL _.t.C. 145 EXIST. l II I DN REVISIONS 8Ei3ROOM 16116 LOS' -' 0. 1 PROJECT 2 14x5 TR 0.200 EA RCS --� BEDROOM 1 2)14x5 TR �EXISTING HALL ( .� T ° 1200 CFM EA cNQ CHANGE) CLOS. '� �Lp . RENOVATION TO TO AC-3/IW-3 BEDROOM x -- d ` 340 GLENWOOD ROAD 5XI0 Tx DUCT U, S CUTCHOGUE N.Y. c s BEDROOM EXISTING CDBEDROOM IST. 100 N EOF (NO CHANGE) CLOS. ROOF XIST XIST. EXISTING R'AOF 2ND FLOOR & ROOF QS {NO CHANGE) HVAC PLANS 2ND FLOOR HVAC PLAN SEAL&S DATE:MAY 24,2013 SCALE:1l8'mi'-W SO A R C PROJECT No:1214 r.�A% D cM 'yid DRAWING BY: - ��' SCALE: AS SHOM DWG No. "TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGA JACK GREEN ASSOCIAT - * —� 02.00 PROFESSIONAL JUDGMENT, THESE PLANS AND IIINDICATCD ON THE APPLICATION SPECIFICATION SHEET. I CONSULTING ENGINEERS N.. 15365 SPECIFICATIONS ARE IN COMPUANCE WITH TIME AALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th Street F O F �yot CADO FILE NO:D.O.B. NEW YORK STATE ENERGY CONSERVATION CODE' (UPON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10 018 APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. T#212-629-0850 F212-629-0854 18 of 3i ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEW YORK,NY 10013 TEL.(212)219-1774 FAX.(212)219-0084 E-MAIL: alndelmanata@earthlink.net STRUCTURAL ENGINEER: PINS SPOT WELDED TO �"—�, J.D.GOLDREICH,PE.LLC SLAB DUCT SPEED OLID WASHER LINER ADHERED TO THE CIO EBM SUITE 1100 PRESSED DOWN OVER DUCT WITH 100% 224 W.35TH STREET PIN TO LINER NEWYORK,NY IOWI CORNER BREAK COVERAGE OF ADHESIVE TEL.(914)772-8115 FAX.(212)695.6158 MEPFP ENGINEERS: ROOF JOIST JACK GREEN ASSOCIATES 242 W.36TH STREET METAL BAND '`�o NEWYORK,,NY 10018 BOLTED TO JOIST TEL.(212)629.0850 FAX(212)629-0854 CIVIL ENGINEER: HANGER STRAP �, BSA 361 - 63SM LAPPED AND B.THAYER ASSOCIATES COMPRESSED 100 CROSSWAYS PARK DRIVE W.,SUITE 104 DUCT rO WOODBURY,NY 11797 LONGITUDINAL JOINT 6 DOWNSTREAM TRANSVERSE TEL.(SM 364.0660 FAX.(516)364-0668 SELF TAPPING EDGES TO BE COATED SCREWS DUCT WITH ADHESIVE, UPSTREAM EDGES TO BE METAL NOSE (SEE DETAIL) FOR DUCTS OVER 49" WIDE TURN COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT UNDER BOTTOM OF ,^� LOW DENSITY TRIM AWAY WARNING:IT IS A VIOLATION OF THE NEWYORK STATE DUCT & FASTEN _/ �� ` BACKINGION LA FOR ANY ,UNLESS ACTING _ UNDER THE LOW PRESSURE NOSING PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON NOTE:: '-'� i^� THESE PLANS IN ANY WAY.IF ALTERATIONS;TO THESE DUCT HANGING DETAIL ENTERING, BUTTING & TRAILING �� PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION EDGE; OF LINER AT TRANSVERSE HIGH DENSITY 7209 OF THE NEW YORK STATE EDUCATION LAW.IF JOINTSTO BE COVERED BY NOSING ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS NO SCALE FACING ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO TRZANSVERSE JOINT DETAIL THE ITEM HIS SEAL AND THE NOTATION*ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF DAMPER QR TURNING `VANE THE ALTERATION. SECTION LINER NOTE: / / FOLD OVER HIGH DENSITY FACING ON ALL LONGITUDINAL JOINTS & NOTE: DUCT SECURE WITH MECH. FASTENERS HAT SECTION INSTALLED WITH LONGITUDINAL JOINT DETAIL NOSING TO CONCEAL LINER EDGES. LINER NOSING— DETAILL AT DAMPERS AND TTURNING VANES '� .�� .�. 624.13 ISSUED TO D.O.B. GENERAL NOTES: DOOR --- DUCT No. DATE DESCRIPTION I. NO)SING ATTACHED TO DUCT BY FRAME RIVETS,, SCREWS OR WELDS. ACCESS DOOR NOSING DETAIL REVISIONS 2. NOSING : 24 GA. UP TO 48", OVER 48", SiAME GA. AS DUCT PROJECT ACOUSTICAL DUCT LINER DETAIL RENOVATION TO NO SCALE 340 GLENWOOD ROAD CUTCHOGUE N.Y. 2ND FLOOR & ROOF HVAC DETAILS SEAL&. DATE:MAY 24,2013 �p S D ARC PROJECT No:1214 ��' DRAWING BY: - SCALE: AS SI40 M JZM No. `TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGAIJACK GREEN ASSOCIATES 1 PROFESSIONAL JUDGMENT, THESE PLANS AND INDICATED ON THE APPUCATION SPECIFICATION SHEET. CONSULTING ENGINEERS t No. 15395 ��20 " 'O� SPECIFICATIONS ARE IN COMPUANCE IMTH THE ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED � �, D.O.B. UPOIN OR TO BE CONSIDERED AS E"ER BEING 242 West 3 5th Street q�f 0 F RIS NEW YORK STATE ENERGY CONSERVATION CODE" APPROVEO OR IN ACCORDANCE WITH APPLICABLE CODES. New-629-o 50 2 10018-629-N54 CADO FILE NO: 20 of 31 MECHANICAL CONTRACTOR SHALL HIRE A UCD= ELECTRICIAN TO PERFORM ALL REQUIRED ELECTRICAL WIRING. ARCHITECT: HVAC CONTRACTOR DERIVE AND INSTALL POWER VIIRING TO ACCOMMODATE CONTROL PANELS AND CONTROL ALTA INDELMAN, ARCHITECT A. THE CgNTRACTOR MILL BE HEIR 10 HAVE USI1E D THE PREMEES PRIOR TO SUBMITTING HIS BID AND TO HAVE WRING. 451 BROOME STREET,SUITE 2E WIROUGHLY EXAMINED ALL EXISTING CONDITIONS AND SATISFIED HIMSELF AS TO THE CONDITION AND WORK NEW YORK,NY 10013 SHOWN ON THE PUNS OF INE ARCHITECT AND ENGINEER WHICH WOULD IN ANY MANNER AFFECT THE WORK It MY QUESMON% DISCREPANCIES, CONFUC7% OMISSIONS, OR ERRORS WHICH MAY REQUIRED ADDITIONAL TEL.(212)219-1774 FAX.(212)219-0084 UNDER HIS CONTRACT AND 11S COMPLETION DATE. NO LATER CLAIM FOR EXTRA COMPENSATION FOR WORK COMPENSATION OR A CHANGE ORDER SHALL OCCUR IN THE FOLLOWING MANNER. E-MAIL: aindelmanaia@earihlink.net WHICH WAD HAVE BEEN FORESEEN BY SUCH VISIT OR INVESITGATED SHALL BE RECOGNIZED. SUBMISSION OF STRUCTURAL ENGINEER: A PRCIPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN DONATION HAS BEEN MADE AND LATER 1.A REQUEST FOR INFORMATION (RFI} SHALL BE PREPARED FOR EACH I1T3M BY THE SUBCONTRACTOR. THIS RFI CLAYS FOR LABOR, EQUIPMENT OR MAVdAL REQUIRED FOR DIFFICULTIES ENCOUNTERED WHICH CO I D HAVE SHAM. BE SUBMITTED 10 THE GENERAL CONTRACTOR AND ENGINEER. J.D.GOLDREICH,PE,LLC C/OBEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. YELL NOT BE REODGNIZED. 224 EBM 35TH ST 1100 2 THE ENGINEER SHALL RESPOND TO THE RFI WITH APPROPRIATE DOCUMENTATION OR DISCIiSSICX�I. NE W. RTH STREET B. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECMW FOR THE INSTALLATION OF THE NEW YORK.NY 10001 WORK AND FOR ALT., CERTIFICATES OF NSPECIM�N AND APPROVAL REQUIRED BY THE AUTHORITIES HAVING I IF THE INSTALLATION OF WORK, ASSOCIATED WITH THE CHANGE ORDER- OCCURS PRIOR TO ENGINEERS TEL.{914)GINE R FAX,{212)s95�i58 JURISDICTION. NO W= IS TO PROCEED WITHOUT A BUILDING DEPART#IENT PERMIT. THIS CONTRACTOR SHALL RECEIPT OR RESPONSE OF THE RFI, THEN THE MECHANICAL CONTRACTOR SHALL BE FULLY RESPONSIBLE MEPFP ENGINEERS: BE RESPONSIBLE FOR CONIXICTING ALL CONTROLLED INSPECIIONS AND OBTAINING EQUIPMENT USE PERMITS FOR THE ENTIRE COST OF THE CHANGE ORDER. JACK GREEN ASSOCIATES PERTAINING TO THE MECHANICAL WORK AS REQUIRED BY GOVERNING AUTHCRITIES. CONTRACTOR SHALL HIRE A PROFESSIm& ENGINEER OR REGSTERED ARCHITECT TO OBTAIN ALL APPROVALS, WORK PERMIM EQUIPMENT N. 'RE MECHANICAL CONTRACTOR SHALL INCLUDE WITH HIS BASE IBD COMPLETE SERVICNG/MAI ENANGE OF THE 242 W.36TH STREET USE PERMITS AND BUIIXNG DEPARTMENT FINAL SIGN-OFFS. P INIAC EQUIPMENT N SUUBS T7UT10. CONTRACTOR MECHANICAL EQUIPMENT WHICH HAS BEEN INSTALLED FROM THE PERIOO STARTING WITH THE WRITTEN NEWYORK,NY 10016 SHALL BE RESPONSIB E FOR REVISING FILING DRAWINGS FOR SUBSTITUTED UNITS TO OBTAIN EQUIPMENT USE ACCEPTANCE OF THE COMPLETE INSTAUATION FOUR THE ONE (1) YEAR WARRANTY UIP TO ITS CONCLUSION DATE TEL.(212)629-0850 FAX(212)629.0854 PERMITS. SERVICING SHALL CONSIST OF, BUT NOT BE LIMITED 1T) LUBRICATION OF UNITS. ADA MEN1% CIVIL ENGINEER: C. ENTIRE INSTALLATION SHALL BE COMPLETE READY IN OPERATION IN ACCORDANCE WITH LOCAL CODES AND MOTOR/COMPRESSOR REPLACEMENT, MEANING AND FILTER CHMIGES. B.THAYER ASSOCIATES ALL OTTER RULES AND REGULATIONS PERTAINING TO THIS WORK. ALL APPLICABLE CODES, LAWS AND 0, SUpW ALL DUCTWORK, PIPING AND AMR COND1111ONING UNITS FROM BUILDING STRUCTURE AND/OR FRAMING N REGULATIONS GOVERNING OR RELATING 70 ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND 100 CROSSWAYS PARK DINE W.,SUITE 104 MADE A PART OF THIS SPECIFICATION- AND THEIR PROVISIONS SHIM.BE CARRED OUT BY THE CONTRACTOR AN APPROVED MANNER, WMfTE OVE)tMEAO CON5IRUCTION DOES NOT PERMIT FASTENING OR SUPPORT'S FOR WOOD13uRY.Nr 11797 WHO SHALL ICfONRMM THE C)WINER PRIOR 10 SNJBMIMTTNG A PROPOSAL. OF ANY MICR[( OR MAIERMALS WNW BUILDING FURNISH ADDITIONAL STEEL FRAMMIGr INSERTS SHALL BE STEEL, SLOTTED TYPE LOADING FROM TEL.(516)364-0660 FAX.(516)364-0868 VIOLATE ANY OF THE ABOVE LAWS AND REt:II,ILATIONIS. ANY ATONIA( DONE BY THE CONTRACTOR CAUSING SUCH BE USE BEAM CLAMPS IN APPROVED MIANINER. VERTICAL FLOOR MOUNTED AIR CONDITIONINGUNIT'S SHALL VKX.AITONI SMALL BE 00RRECTED BY THE CONITRACTOR. BE MOUNTED IUM ANGLE IRON FRAME THE CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED MO ANTERIAL INSTALLED BY HIM TC) 13E FREE OF P• PROVE ALL NECESSARY FlJLSFING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFINGNTEtIRlIY OF D. BUILDING AS REQU INHERENT DEFECT'S, AND SMALL REPAIR OR REPLACE ANY DEFECTIVE MATERIAL OR WORKMANSHIP,WORKMANSHIP,HIP, FREE OF THIS REQUIRED BY THE NSTALLATEONN FOR (REMOVAL OF PIPES„ DUCTS, LOUVERS,, CURBS. CONDUIT, COST TO OWNER. FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF PLACING N OPERATION AND AND EQUUPMIEdT: PROVIDE CURBS S1EII. AS REQWMIED 10 SUPPORT HVAC EQUIPMENT: COPYRIGHT 2013 ALTA IIVDELMAN,ARCHITECT ACCEPTANCE BY THE OWNER. PROVIDE ADDITIONAL. FOUR (4) YEARS COMPRESSOR WARRANTY FOR ALL NEW Q, ANY CONTROVERSY OR DISPUTES TO WHICH THE (CONTRACTOR, OWNI7R, ARCHITECT OR CONSULTING ENGINEER WARNING:IT 1S A VIOLATION OFTHE NEWYORKSTATE AIR CONDITIONING UNITS. HVAC CONNTRACIOR SHALL INCLUDE THE COST OF A ONE (1) YEAR SERVICE ARE PARTIES TO SHALL BE SUBMITIED TO THE AIRUITRATION ASSOCIATION FOR DECISION IN ACCORDANCE WITH EDUCATION LAW FOR ANY PERSON.UNLESS ACTING CONTRACT MR ENTIRE ATR CONDITIONING SYSTEMS. TILE RULES OF SUCH ASSOCIATION CDNSTRUCTIONI INDUSTRY DISPUTES. THE CONTRACTOR AGREES TO MAKE UNDER THE DIRECTION OFA LICENSED ON AVAIEA E To 1HE CONSULTING ENOW, ON DEMAND SIGNED COPIES OF THE SUBCONITRACTORS. THE PROFESSIONAL ARCHITECT, R ANY ITEM e . THESE PLANS IN ANYWAY.IF ALTERATIONS ATIONS TO THESE E THE CONTRACTOR SHALL MAINTAIN SUCH INSURANCE AS WILL. PROTECT HIMSELF AND/OR THE OWNER FORM CONTRACTOR AGREES THAT BY SUBMITTING A BID) WHICH IS ACCEPTED, THIS PARAGRAPH SHALL BE DEEMED A PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE DIRECT, ASSUfIIED AND CON17IN GENT LIABILITY FROM MAIMS FOR DAMAGES, FOR PERSONAL INIURE% INCLUDING WRITTEN AGREEMENT TO SMBMIT TO ARBITRA70 ANY CO NTROVERSY THEREAFTER ARISING. IN ACCORDANCE WITH ARTICLE 145-SUBSECTION DEATH, AND/OR DAMAGE TO PROPERTY. WHICH MAY ARISE FROMOPERATIONN UNDER HIS CONTRACTOR WHETHER 7209 OF THE NEW YORK STATE EDUCATION LAW.IF SM OPERATION BE BY HIMMY. OR ANY SUB—CO'NTI�TOR, OR ANYONE DIRECTLY EMPLOYED BY EITHER OF R. EACH CEILING OR FLOOR MOUNT® AIR OONNILKINNNG UNIT SHALL BE PROIADED WITH A D1RP PAN, LEAK ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO DETECTOR WITH AUTOMATIC SHUT-OFF OF UNIT AND AUDIBLE ALARM. THE ITEM HIS SEAL AND THE NOTATIOWALTERED Br Im FOLLOWED BY HIS SIGNATURE AND THE DATE OF F. REMOVAL AND RELOCATION OF CERTAIN 0=(; WORK SHALL BE NECESSARY FOR THE PERFORMANCE OF THE 2. LOW PPMSURE DUCTM SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATiON. GENERAL. WORK. ALL EXISTING CONDITIONS ARE NOT COMPLETELY MUTED ON THE DRAWINGS. THIS CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING A ALL SUPPLY AND RETURN DUCTWORK SHALL BE ICLAS;"SEED AS LOW PRESSURE DUMM ALL DUUCIWORK CONDITIOWIS FOR PROPER NSTAL LAT ON OF NEW WORK. AND INCWDE ALL MATERIALS AND LABOR IN HIS BID GAUGES, ANGLES AND BRACING SHALL BE IN STRICT ACCORDANCE WITH S.M.A.C.N.A. AND LATEST ISSUES OR PRICE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. MY LASS OF, OR DAMAGE TO ANY A.S.H.R.A.E. GUIDE DATE BOOK. HANGING OF DUCTWORK SHALL BE IN CONFORMANCE WITH ALL SEISMIC EQUnaT. OR MATERMNS SUPPLIED BY THE CONTRACTOR, FOR If INSTALLATION SHALL BE THE SOLE REQUIREMENT& RESPONSINN.IIY OF THIS; CONTRACTOR, UNTIL SUCH TIME AS COM IWED JOB HAS BEEN APPROVED AND ACCEPTED BY THE: OWNER. P LOSS„ OR DAMAGE SHOULD OCCUR NO CLAIM MAY BE MADE AGAINST THE B. DUCTWORK SHALL BE GALVANIZED STEEL, EXCEP1I AS INDICATED ON THE DRAWINGS AND SHALL BE FABRICATED OWNER, NOR SHALL COMPLETION DATES BE AFFECTED BY SUCH LOSS, OR DAMAGE. N CONFORMANCE WITH LATEST OF S.M.A.C.N.A. STANDARDS (INCLUDING GAUGES) AS FO LOMB: G. CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS OF 11E EQUIPMENT. DUCTWORK,TErNPERATURE A) TRANSVERSE JOINTS: CONTROLS 91H WRING, EQUIPMENT CUTS, DETAILED 000RDINATED SHOP DRAWINGS OF ALL PIPING AND DUCT - f 10 22" WDTHS. STANDING DRIVE SLIP S.M.A.C.N.A., DETAIL T-2 LAYOUTS FOR THE APPROVAL OF ENGINEER. PREPARE AND SUBMIT DRAWINGS SHOWING THE METHOD OF - ABOVE 22" WIDTHS 70SYM DUCT CONNECTOR SYSTEM-MC. SUPPORT AND WEIGHT OF ALL EQUIPMENT. PIPING AND DUCIWOTW( FOR REVIEW BY THE STRUCTURAL ENGINEER. B) LONGITUDINAL SEAMS CC NSTRUCIED WITHII A PITTSBURGHEAM. LOCK S PROMPTLY REVISE SHOP DRAWINGS AS REQUIRED BY THE OWNER, ENGINEER OR ARCHITECT AND RESUBMIT FOR C) BRAq�, GASKETS AIS] STIFFENER AS PIER SALA.C.N.A. STANDARDS. FINAL APPROVAL COORDINATED DRAWINGS SHALL INCLUDE ALL MECHANICAL, ELECTRICAL. PLYING AND 6.24.13 ISSUED TO D.O.B. GENERAL CONSTRUCTION DRAWINGS. HVAC CONTRACTOR SHALL INSURE THAT ELECTRICAL CONTRACT= SMACNA SMACNA SMACNA ---j APPROVAL STAMP MS PROVIDED ON ALL. MECHANICAL. EQUIPMENT FOR RENEW OF PHASE AND VOLTAGE PRIOR TO DUCT SYSTEM CLASS TABLE CLM TABU: CLASS TABLE No. DATE DESCRIPTION SUBMISSION 1O ENGINE:R. IF EIECTRTCAL CONTRACTORS APPROVAL STAMP IS NOT PROVIDED. THEN HVAC CONTRACTOR IS (RESPONSIBLE FOR TIRANSFORMER AND FEEDER/WRING FOR CORRECT PHASE OR VOLTAGE. ALL DUCTWORK 1--5 +21W46 IB REVISIONS H. PRIOR TO SUBMITTNG ANY SIMEIMETAL SHOP DRAWING MECHANICAL CONTRACTOR SHALL ARRANGE FOR A OF A.C. UNIT �, A.C. �� ,�EAIM PROJECT MEETING IN ENGINEERS OM TO REVIEW SHEET METAL SHOP DRAWINGS. MECHANICAL CONTRACTOR. SHEET DIFFUSERS METAL CONTRACTOR AND ENGINEER MUST ATTEND TITS METING. IF MECHANICAL CONTRACTOR SUBMITS SHEET METAL DRAWINGS TTI GE ER& CONTRACTOR PRIOR To THIS MHEIING THE MECHANICAL CONTRACTOR SHALL BE ALL RETURN AND 1-4 -iv.G. C RENOVATION TO FULLY FOR ADDITIONAL. COSTS ASSOCATID WITH DIFFICUUL= OMISSIONS AND CONFLICTS EXHAUST DUCTS RESULTING 11 ADDITIONALMMAIFRMA EQUIPMENT OR LABOR. 340 GLENWOOD ROAD BE CUTCHOG U E N.Y. 1. CONTRACTOR SHALL. COORDMMTE 0 WOW WITH AiRC#TECIURAL DRAWItHcs, FINAL REIT II�MG/LLGHTING uY0UT5 C. ALL SPLITS AND TAPS SHALL BE PROVDI D WITH MANUAL VOLUME DAMPERS. EACH VOLUME DAMPER SHALL. AND WORK Of ALL OTHER TRADES. ALL MECHANICAL DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL PROVIDED WITH. CI<IADRANTS AND POSITION LEVER WITH MING NUT TYPE LACI. VOLUME DAMPERS ABOVE SHIEST W DUCTWORK L0CAl10NIS/CQNFlGURA'flON TNI ORDER TO ACCOMMODATE CEILING FH�HROCK CEILING SHALL BE CABLE TYPE. ALL SQUARE ELBOW SHALL BE PROVIDED WITH DUCT TURNING WANES. RAISE OR CHANGE NE INCLUDING NEW LIGHTING FIXTIJRE INSTALLATION AS SHOWN ON ARCHTPECIURAL DRAWINGS. THE WORK ALL DUCT TAKE- OFFS TO BE MADE M�'TH SHEET METALBOOT AND OPP05ED BLADE DAMPER N BRANCH DUCT. BE INCLUDED N HES PROPOSAL. NO ADDITIONAL CHARGE WILL BE PERMITTED. ALLOWANCE AND PROVISIONS ALL DUCT SPLITS SHALL BE FRONDED WITH SPLATTER DAMPERS WITH LOCQNG QUADRAN'T'S AND INDICATOR OF SHALL BE MADE ON NEW DUCTWORK FOR BEAMS. P(?SiP5n PPESr IRON WORK. OROTTER OBSTRUlCTION IN THE a" LOCATION. TAKE-OFFS FROM LOW IIELOCTY TRUNK DUCTWORK TO BE MADE WITH SHEET METAL BOOT BUILDN% *ETHER OR NOT SAME ARE SHOWN ON THE DRAIN. WHERE NECESSARY M AVOID? BEAMS OR AND SPUTTER DAMPER. OTHER STIRUCTURAL Wow, WPLUMBING Olt OTHER PIPE OR CXINDUITS, THE DUCT SHALL BE TRANN5FC EED,BY D. DUB SEALANT (SUITABI.E FOR PAINTING) SHALL BE APPLIED TO ALL NEW AND BMW JOINTS, WITH JOINTS 2ND FLOOR & ROOF DIVIDED OR CURVED To ONE SOL THE REQUIRED AREA BEING MAINTAINED. ALL AS APPROVED OR DRE WIPED CI.FJW To ALLOW FOR PAINTING BY 01HERS. NEW DUCTWORK SHALL BE PROVIDED WITH CAM B SPECIFICATIONS THE ENGINEER SHALL AND K INCLUDED IN CONTRACTORS BID. SEALANT EXPOSED DUCTWORK DOES NOT REQUIRE SEALANT. WHERE PLANS INDICATE MW DUCTWORK, J. CONTRACTOR SHALL FURNISH AS BUILT RECORD DRAWINGS AND OPERATION AND MAINTENANCE INSTRUCTIONS ALL DUCTWORK OE'UVERED TO JDB SITE TO HAW FINISH SUITABLE FOR PAINTING. AT THE COMPLETION OF THE INSTALLATION. REPRODUCIEILE RECORD DRAWINGS SHALL BE SUPPLO UPON WHICH E PROVIDE HANGERS AND FASTIaM ADEQUATE TO INSURE PERMANENT STABILITY AND N COMPUMCE WITH CORRECTIONS SHALL BE MADE TO PROVIDE AND ACCURATE AND COMPLETE RECORD OF THE WORK AS LOCAL CODE REQUIREMENm WHERE REQUIRED. (PROVIDE SUPPLEMENTARY STEED. ANGELS OR CHANNELS. DO INSTALLED. NOT HANG OR SUPPORT ONE DUCT FROM MOVER. K. ELECTW& PROVISION FOR MECHIWICAL WIORK. TYPES OF WK NORMALLY RECOGNIZED AS ELECTRICAL BUT F. ALL SID DEWEE EL.BDWS ARE TO BE FULL RADIUS THROAT AND HIE., IF SQUARE ELBOW IS USED DUE TO SEAL& DATE:MAY 24.2013 WILL BE PROVDED BY THIS CONTRACTOR INCLUDE THE FOLLOWING: LIMITED SPACE. TURNING VANES„ DOUBLE AIRFOIM.TYPE WILL BE USED. ALL TRANSITIONS, OFFSET, DROPS CXR � RCy PROJECT No:1214 1.MOTORS AND STARTERS FOR MECXHAN ICAL. EQUIPMENT. OUTDOOR STARTERS/L1IOTORS SHALL BE U� ARE TO HAVE RADIUS TYPE LAIIDUT. NOD SHARP ANGLED FITTINGS (MORE THAN 15 DECREES) SHALL BE c��Ilk 4,�y.�� DRAWING BY: - WEATHERPROOF. .,� SCALE: AS SHOWN WG No. L INTERLOCK POWER AND CONTR01. MIRING (INCLUDING POWER WIRING FOR MOTORIZED DAMPERS. SHALL BE FURNISHED AGI INSTALLED By THE MECHANICAL CONTRACTOR. "TO THE BEST OF MY KNOWLEDGE, BEUEF AMD THHESE PLANS ARE APPROVED ONLY FOR THE WORK JGA JACK GREEN ASSOCIATES # M-301 ,04 PROFESSIONAL JUDGMENT, THESE PLANS AND IN4DICATED ON THE APPLICATION SPECIFICATION SHEEP. �� CONSULTING ENGINEERS , No. 15365 � SPECIFICATIONS ARE IN COMPUANCE WITH THE ALLL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th Street qrE 0 F Neva� D.O.B. NEW YORK STATE ENERGY CONSERVATION CODE" UPPON OR TO BE CONSIDERED AS EITHER BEING New Y u x k, NY 10 018 ADO FILE NO APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-624-0$50 F#212.629-0854 21 01 31 Ca DUCTWORK, LAYOUTS AND ROUTES ARE SCHEMATIC THEREFORE CHANGES IN DUCT SIZES AND/OR LOCATIONS C. BALANCE SUPPLY, RETURN AND EXHAUST DUCTWORK TO THE QUANTITIES INDICATED ON THE ARCHITECT: SHAM. BE MADE To CONFORM 70 SPACE CONDITIONS OR OBTAIN MAXIMUM HEADROOM CONDITIONS V47HOUT DRAWINGS WITH TOLERANCES- ADDITION& COSTS (ALLOW FOR 25 AD017MAL POUND OF DUCTWORK PER FLOOR). CONTRACTOR SHALT. BE ALTA OOMEIAN, ARCHITECT RESPONSIBLE FOR ALL COSTS ASSOC A70 WITH ANY SHEET METAL DRAWING RESIMICHING DUE TO THE DUCT A) FANS - DESIGN VOLUME + 5X, B) LEAKAGE - 10% MINIMUM, C) OIIRETS - DESIGN VMWE + LOX NE YORK,N STREET,SURE2E MODIFICATIONS, SHOP DRAWING MARK-UPS, REDESIGN OR AVOIDING CONFLICTS WITH LIGIM/BEAMS/PIPING, NEWYORK,,NY 17413 E-MAIL: aindeimanaia@earthlink.net DUCT SHALL BE RUN AS TIGHT M SLAB AS POSSIBLE AT ALL TIMES. INCLUDE 500 ADDITIONAL POUNDS & LOUVERSTEL.(212)219 FAX.(212)219-0484 anafa@earthlmknet OF DUCTWORK. A. LOUVERS TO IE ALUMINUM, 60% FREE AREA WITH ORD SCRIMNN. COLOR BY ARCHITECT LOUVERS SHALL BE STRUCTURAL ENGINEER: H. ALL EXTEfOR DUCTWORK SHALL BE ALUMINUM. BITUMASTIC PAINT SHALL BE APPLIED TO ALL EXTERIOR "STATIONARY' TYPE ENTIRELY CONTAINED WITHIN A FRAME. LOUVER COMPONENTS HEADS, JAMBS, SILLS, J.D.GOLDREICH,PE,LLC DUCTWORK. BLADES AND MULLION(S)SHALL SHALL BE FACTORY ASSEMBLED BY THE LOUVER MANUFAC'NERER. LOUVER SHALL C/O ESM SUITE 1107224 W.35TH STREET 3. ACOUSTIC LING NITHSTAND A WIND LOAD OF 20 LBS PER SWT- NEW YORK,NY 10001 TEL.(914)772-8115 FAX.(2125-5158 A. FIRST 20 FLET OF SUPPLY AND RETURN DUCTWORK FROM NEW AIR HANDLING UNITS, CONDENSER AIR 9. SERVICE/MAINTENANCE CONTRACT MEPFP ENGINEERS: INTAKE/DISCHARGE OUCTWORK AND AS NOTED ON DRAWINGS SHALL BE PROVIDED WITH 1' INTERNAL DUCT LINING. ALL DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. ACTUAL SIZE OF ACOUS11CALLY LINED A. THIS CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR START-UP AND 24 HOUR/DAY SERVICE JACK GREEN ASSOCIATES DUCTS IS 2' uRGM WITH A MAXIMUM RESPONSE TNIE OF 4 HOURS AND QUARTERLY PREVENTIVE MAINTENANCE (4 MAINTENANCE 242 W.36TH STREET INSPECTIONS A YEAR) FOR A PERIOD OF ONE YEAR FOR ALL NEW ECiUIPMENT, THIS COST SHALL BE NEW YORK,NY 10718TEL.{212)629-0850 FAX{212),2,-0854 E3. ACIO4USTIC& LINING SHALL BE Y NCH 1-1/2 LB. DENSITY FIBROUS GLASS DUCT LINING MEETING THE INCLUDED IN PROPOSAL REQUIRElie11S OF NEPA 90A. LINER SHALL BE ADHERED'In ALL INTERIOR SIDES OF DUCT WITH MINIMUM 100 CIVIL ENGINEER: C DVERAGE OF FERE-RETARDING ADHESIVE 9" TO BENJAMIN FOSTER AND WITH WELD PNS AND WASHERS ON B. INS ONE YEAR 'CONTRACT SHALL INCLUDE, ®UT IS NOT LIMITED 10 THE FOLLOWING WORK: NOT MORE THAN 16" CDRERS AT TOP SECTION AND ONE SOB (WHEN IIIEIGHT EXCEEDS 121 AND FNA. EDGES 1. CHECK LINES FOR LEAKAGE OF PHRIIGERANT. REFILL LINES IF NEL SSARY. B.THAYER ASSOCIATES WITH HEAVY COAT OF ADHESIVE TO SEAL. OFF AIR BETWEEN LINING AND DUCT. AL, EXPOSED EDGES OF LINING 2, LUBRICATE MOTORS O SHALL BE INSTALLED WITH SHEET METAL. HOBNGS. 3. CHECK OPERATION If THERMOSTATS AND MAKE CORRECTION REQUIRED WOOCROSSWAYSURY, 17 RK DRIVE W.,SUITE 144 4. REPLACE RETURN AIR FILMS TEL.(516)3640680 FAX.(516)364-0668 4. THERMAL NSULAI N 5. CLEAN CONDENSER COILS 6. CHECK*MD TIGHTEN ELECTRICAL MNMIIEC70S A. ALL NEW SHEET META. SUPPLY'DUCTWORK SHALL BE INSULATED VATH 1-1/2 THICK RMOBLE DUCT INSULATION 7. CHECK CONTROLS AND MAKE CORRECCTION F NECESSARY 0.75 LB/CU. FT WOW WITH MAX K FACTOR OF .30 AT 75 DEG, F WEAN TEMPFRAI'URF, WITH REINFORCED & CHECK FOR NOISE AND VIBRATION FOL. FACED. Fl.AMEE RESISTANT. ALUMINUM FOIL. YAM BARRIER. ALL NSULATION SHAT BE SECURED WITH 9. CRECK SANT PARE DURING OPERATION WITH DUCT ADHESIVE AND SINS SEALED TWO-NCH SFA UNG UP WITH ADHESIVE AND FASTENED 91H 16 GAUGE 10. CHECK CURRENT (AMPERAGE) DRAW IOF ALL MOTORS RUST RESISTANT WIRE OR FIBERGLASS CORD ON I2' CENTER. ON DUCT'S OVER 24' WIDE, NELDED INNS AND 11. CHECK OPERATING OF CONDENSATE 1 DRAIN SYSTEM COPYRIGHT 2013 ALTA INQELMAN,ARCHITECT CLIPS SHALL BE USED ON THE UNDERSIDE FOR FASTENING NSULATION, ALL UNDERWRITERS LABORATORIES, INC. 12. CHECK AND ADJUST BELT TENSION WARNING:IT IS AVIOLATION OFTHE NEWYORKSTATE THE AMERICAN INSURANCE ASSOCIATION, AND ANY OTHER CODE HAVING JURISDICTION. UMTS 07MO NSE 13. CHEM AR TEMPERATURE ACROSS EWAPORA70 R EDUCATION LAW FOR ANY PERSON,UNLESS ACTING NOTED FLAME SPREAD OF ALL I►MATFRIALS SHALL BE 25 OR LESS, SMOKE DEVELCIPED SHALL BE 50 OR LES UNDER THE DIRECTION OFA LICENSED ON AND HUD. AM SHALL BE 25 OR LME{,�OUT NCDTIS PROFESSIONAL ARCHITECT, ALTER ANY REM THESE PLANS IN ANYWAY.IF AA LTERATIONS TOTHESE SE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE B. INSULATION SHALL BE APPLIED TQ ALL PIPING AND DUCTWORK OF MATERIAFED S AS SPECMEIN AND FOR 1 IN ACCORDANCE WITH ARTICLE 145-SUBSECTION IF APPLICABLE SYSTEMS OF THS PROJECT ALL HOT WATER WING DIAL EE COVEREDIT" 1 NCH THICK,-FOUR UPFLOW GAS FIRED SINGLE STAGE FURNACE "JOHINSON CONTROLS' LATITUDE MODEL TC41 120C16WII 111-11H ADD—ON 7209 OF THE NEW YORK STATE EDUCATION LAW. ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS LB. DOW, GLASS FIBER TYPE THFRYOG;L % A VAPOR BARRIER JAW SHALL DE LAMNA70 CONSTRUCTION DIRECT EXPANSION COT. MODEL.FC48C3XCI, 45.81 MBH TOTAL COOLING/32.9 MBH SENSIBLE COOLING AT 80 DEG F ALTERED,THE ALTERING ARCHRECTSHALLAFFIX TO USING ALLIEINUM FOL, REINFORCK FLAME EXTINGUISHING ADHESIVEe AND EMBOSSED KRAFT IPAPM DB/67 DEC F NIB, 120 MBH HEkTNG INPUT/96 M9lH HEEATNG OUTPUT: 1600 CFM O X'1'.5" ESP, 1/2 HP FAN MOTOR, THE ITEM HIS SEAL AND THE NOTATION"ALTERED Or OF LlONCM"AL JOINTS SHALL HAVE 1--1/2 OVERLAP AND END JAI M r WIDE STRIPS TO PROVIDE A POSITIVE 120 VOLTS/11 PHASE. PROVIDE MtMAL E XPARSIM VALE I�LT. FOLLOWED A IO ,SIGNATUREANSANDTHE DATE IO AND CONTINUOUS VAPOR BARRR. FITTI�EGS AND VALVES SHALL BE IISU ATED WITH MOLD PLASTIC FITTNGS SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATION. MITERED SEGME3'NT& REFRIGERANT PIPING SWIM LINES SHALL BE PROVIDED WITH I' ARMAM INSULATION. INSULATION SHAT NOT BE APPLIED UNTIL PIPING DUCTWORK AND EQUPMENT HAVE BEEN TESTED FOR LEAH 4 TON AIR COOLED CONDENSING UNIT 'JOHNSON CONTROLS" MODEL C ZFD4814C; 46.6 M EIH TOTAL COOLING AT 95 DEG F CONDENSER TEMPERATURE, 208 VOLTS/1 :PHASE. UNIT TO OPERATE WITH R-410A REFRIGERANT. PROVIDE 5. PIPING AND VALVES THERMAL EXPANSION VAU E IQT. A. PIPING MATERIAL AND FITTINGS &-I 11NQ &&- VERTICAL DIRECT EXPINSON AR HAW!gLNG UNIT "JOHNSON CONTROLS" MODEL AHI: 206 VOLTS/1 PHASE. UNIT TO USE MATERIAL FITTINGS BE RATED} FOR 80 DEG F DB/67 DES F Ya UNIT TD OPERATE WITH R-410A REFRIGERANT. PROVIDE TxV KIT. HOT WATER BRAZED COPPER BRAZED WIEDIULE TO BE AS FOLLOWS REFRIGERANT TYPE K COPPER BRAZED TYPE K COPPER BRAZED - AC-2 SIZE 308=21, 28 ASH TOTAL CDOL.NG/20 4 MTI: SENSIM COOLING, 1000 CFM o a6' OF. - AC-3 SIZE 36C3XH21, 318 MBH TOTAL C00U NG/25 MBI SENSIBLE COMM, 1200 CFM o O.0 ESP. B. ALL PIPING SHALL BE SUPPORTED FROM OVERHEAD FLOOR SLAB BY MEANS OF RODS AND GENS TYPE ACC--2 A�1D AC0-3 HANGERS; GRNNFl CO., OR APPROVED EQUAL SPACER MAXIMUM 6 FEET ON CENTERS. ALL EQUIPMENT SHAM HORIZONTAL INDOOR ATR COOLED CONDENSING UNIT 'dDglNtY MIKODEl B RATED FOR 95 DEG F CONDENSER TEMP, 5.24.13 ISSUED TO D.O.B. BE PROVIDED NTH UNIONS FOR EASY REMOVAL UNIONS OR BESTED FIJUW WITH REMOVABLE SECTIONS of _ PIPING SHALL BE INSTALLED AT ALL EQUIPMENT TO PERMIT RAPID DISCONNECTION: AND FOR EQUIPMENT �{�TSp PHASE, I HP FAN T. PROVIDE07 DOUBLE WILL CGNNSTMR1lBE CTI R R DISCHARGE HEDULIE To ASSEMBLY.�� TO OPERATE No. DATE DESCRIPTION SERVIE/F MOVALS. PROVIDE SUPPORTS BETWEEN OWN FRAMING ME1M;$ AS REQUIRED. ALL PIPE - ACG-2 SIZE IT G1A�a�fTA. ROOD CFM HANGING RODS, INSEIRS AND CLAMPS SHAT BE UL APPROVED FOR THEIR RESPECTIVE USES. DO NOT HANG - ACCT-3 SOIZE 15 GI A, TA,1 CFM REVISIONS PIPING FROM OTIER PIPING. PROJECT C. AL COPPER AND BRONZE FITTINGS ON WATER PIPING SHALL BE BRAZED. ALL CONNECTIONS BETWEEN STM. 1-1 AND 0=2 AND COPPER TO HAVE DIELECTRIC FITTINGS, GAS FRED HOT WATER CONDENSING BOILER VASO' G EEINSTAR 57, 57.2 MBH MAX INPUT/129 MBH LIN INPUT, 45 MBH MAX HEAT OUTPUT. PROVIDE IEUTRALI NNG TANK AND AMTROL 15 EXPANSION TANr, RENOVATION TO D. REFRIGERANT PIPING TO BE SIZED AS PER MANUFACTLIREIV RECOMME NDAMONS. �. AM HWL--3 340 GLENWOOD ROAD & VIBRATION ISOLATION WT WATER COIL "HYDROCOIL" 50 I BIt COOREMNAATE COIL. DIMENSION WITH DUCTWORK. C UTC HOG U E N.Y. A. ALL. ROTATING, REVOLVING OR RECIPROCA71NG EQUIPMENT, INCLUDING PIPING CONNECTIONS M = EXHAUST EN EQUIPMENT SHALL BE FURN ISIED WITH SWIG-TYPE VIBRATION ISOLATORS. TD PREVENT THE GELLING EXHAUST FAN 'COOK Gmr MODEL, Gr,,, 120 VOL75/1 PHASE. PROVIDE DELUXE ALUMINUM GRILLE, HANGING TRANSIASSION OF OBJECTIONABLE NOISES. SOUND OR VIBRATIONS TO THE OCCUPIED SPACES MBRA71ON IsoLATORS AND DISCOMNECT SWITCH. tSCHEDUIE TO BE AS FOLLOWS: AND TCO THE BUILDING STRUCTURES. -- TX-I SIZE 142. 88 CFM • 0.5'•SP. PROVIDE RM JACK. B. VIBRATION ISOLATORS FOR FLOOR OR CEILING SUPPORTED EQUIPMENT SHALL HAVE AMAXIMUM -- 7X-2 SIZE 16Z 13D CFM 4! a5' SP. PROVIDE ROOF JACK. uTERAL MOTION UNIDER EQUIPMENT ,TART-LIP coNaTLVNs OF Ile, MOTIars IN Excess SHAM. - TX-3 SIZE 124, s� CFM o a37�" SP. PHROHONE DUCT CAP 91H DAMMER. 2ND FLOOR & ROOF BE RESTRAINED BY SRW TYPE MCOUNTNGS. - Tx-4 SIZE 144, 115 CFMo x375" SP. PRQNpDE DUCT CAP WITH DAMPER. HVAC SPECIFCATIONS II 7. TESTING, ADJUSR OATS AND BALANCING . A. MAKE ALL REQUIRED ADJUSTMENTS OF AIR AND WATER SYSTEMI DEVICES UNTIL ALL SPECIFIED PERFORMANCES ARE MET, PROVIDE NECESSARY PIPING AND CONNECTIONS FOR BALANCING ALL WATER SYM MMS. PROVIDE VOLUME DAMPERS AS REQUIRED FOR FINAL BALANCING OF AIR SYSTEMS. AR AND WATER SYSTEM BAL MCNG SHALL BE PERFORMED BY AN INDEPENDENT CERTIFIED TESTING AND BALANCING FIRM WMTH A MINIMUM OF FIVE YEARS EXPERIENCE. SEAL&SIG DATE:MAY 24,2413 B. ALL AR OUTLETS SHALL. BE BALANCED AND CERTIFIED} AIR READINGS SHALL IE SUBMITTED FOR ��D RC PROJECT No:1214 APPROVAL THE C M7RACTO R SHALL PROVIDE AN ADDITIONAL HELD VISIT TO PREPARE TO A � �IK� E N, 'yi,�, DRAWING BY: - SEC OND COMPLETE REPORT TIO ADJUST ACR QUANTITIES AND THROW ONCE SPACE IS OCCUPIED. 'ti SCALE: AS SHOWN CONTRACTOR SHALL MUM TUR CONDITIONING UMTS' OR AIR HANDLING UNITS' SHEAVES TO DWG No. OBTAIN PROPER INCREASED OR DECREASED AM QUANTT IM PROVIDE COMPLETE PROFILE OF 'TO THE BEST OF MY KNOWLEDGE, BEUEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGA IJACK GREEN ASSOCIATES FANS/UNITS WITH SUCTION SP, DISCHARGE SP, MTAL AIRFLLOW, AMPERAGE AND RPM. M-302.00 PROFESSIONAL Jl1DGMENT, THESE PLANS AND INDICATED ON THE APPLICATION SPECIFICATION SHEET. T CONSULTING ENGINEERS No 15385 Q� SPECIFICATIONS ARE IN COMPLIANCE WITH THE ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 west 36th Street �� yo D.O.B. NEW YORK STATE ENERGY CONSERVATION CODE' UPON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10018 E 4 F IV` C= FI No: APPROVED DR IN ACCORDANCE WITH APPLIC.ABLE CODES. T#212-629-0850 F#212-629-0854 2z o1 31 ARCHITECT: PLUMBING SYMBOL LIST PLUMBING FIXTURE SCHEDULE ALTA INDELMAN, ARCHITECT EXISTING PIPING TO REMAIN SANITARN 451 BROOME STREET,SUITE 2E FIXTURE TAG OR VENT COLD HOT DESCRlP110N NEL'(2102)219 RKY110013 774 FAX.(212)219-004 t EXISTING PIPING OR EQUIPMENT TO BE REMOVED WASTE WA1ER WRIER E-MAIL, aindelmanaia@earthlink.net r.----; I" SOL oR WASTE PIPING s OR ABOVE FLOOR WATER CLOSET WC 4" 2" W — FLOOR MOUNTED, TANK TYPE. STRUCTURAL ENGINEER: NEW J.D.GOLDREICH,PE,LLC VENT PIPING (V) LAVATORY LAV 1 " 11f" 14" WCOUNTERTOP TYPE CIO ESM SUITE 1100 ------r-,t TREET NEW COIR WATER PIPING (CV NE YW.38TH Y 10001 NEW YORK,NY 10001 ---•-r--,t NEV HOT WATER PIPING (IM KITCHEN SINK SK 2" 1W Y" 3417 COUNTERTOP TYPE TEL.{91d)772-81 i5 FAX.{212)595.5158 MEPFP ENGINEERS: r.-- -� NEW HOT WATER RETURN PIPING (HWR) WASHING Wm 2" 1�" V4" ,4 PROVIDE STANDPIPE RECEPTOR FOR WASTE UNE AND SHOCK ARRESTORS ON HOT JACKGRNGINEEEEN 0CIATES --ST-�—� NEW STORM WATER PIPING MACHINE AND COLD WATER UNES WITH ACCESS DOOR. SHOWER OR SH OR2' 1%, V40 �4 242 W.313TH STREET 1 G NEW GRAS PIPING TUB IUB NEW YORK,NY 10018 TEL.(212)629-0850 FAX(212)629-0854 m/ V SHUT OFF VALVE RANGE RANGE GAS WITH GAS COCK CIVIL ENGINEER: V/ IR CHECK VALVE DISHWASHER DW — W WASTE UNE TO SINK P—TRAP B.THAYER ASSOCIATES um Or ( 0) 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 Y REFRIGERATOR RAF - - - - FILTERED CW UNE TEL.{516)364-06130 FAX.(516)364-0868 VACUUM BREAKER (VB) i GAS COCK x TRAP PIPE DO0 OR DROP ENERGY ANALYSIS ,...p PIPE UP OR RISE �SIDENTIAL ALTERATIONS ON CELLAR 1S FLOOR, 2ND FLOOR AND ROOF COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT CLIMATE ZONE 4 WARNING:IT IS AVIOLATION OFTHE NEWYORKSTATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING N PIPING' NYSECC 2010 UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON POINT OF DISCONWC710H THESE PLANS IN ANY WAY.1F ALTERATIONS TO THESE ITEM DESCRIPTION PROPOSED OESI(;Ei VALUE COPE — PRE'SCIM VALUE AND CITATION PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS GAS FIRED HOT WATER HEATER FRMT. UL OM MEETS OR ERMS O,g3-0.00132V EF (TAM 7.8) ALTERED,TH E ALTERING ARCHITECT$HALL AFFIX TO TI'E RE ENTS OF ASHREA 90.1 THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" TEST PROCIEDURE DQE 1 O CFR PART 43D FOLLOWED BY HIS SIGNATURE AND THE DATE OF (TOE 7.$) SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF PLUMBING ADDITIONAL SCOPE OF WORK. THE ALTERATION. DOMESTIC HOT WATER PIPING RIPE INSUiLATKIN: INSULATE PIPING (TABLE 8.8.3) W TO r' PIPE a22-M28 CONDUCTIVITY. MINIMUM A. THE FOLLOWING ADDITIONAL SCOPE OF WK WHICH IS NOT INDICATED ON 0.24 CONMUCTIVTY INSULATION THIa(NESS 0.5 TI) 1.0 THE FLOOR KANS, IS ALSO INCLUDED N THIS CONTRACT. 1' MINIMUM THICKNESS 1. RELOCATE 20 FEET OF 2' (OR LESS) COLD OR HOT WATER PFWG. TO THE BEST OF MY IKNOWLIM BELEF AND PROFMSIONAL AIDGE11 T. THESE PLMIS AND SPIEOFIGATIONS ARE IN COMPLIANCE WITH THE ENERGY 2. RELOCATE 20 FEET of 4' (OR LESS) WASTE OR VENT PIPING. CONSERVAIION OONSIIRUCTION CODE OF NEW VOW STATE 3. ALL REQUIRED SHUT OFF VALVES. 5.24.13 ISSUED TO D.O.B. PLUMBING DRAWING_LIST No. DATE DESCRIPTION P—OD1.00 PLUMBING NOTES AND SYMBOL, LIST REVISIONS PD-100.10 PLUMBING DEMOLITION FLOOR PLANS PROJECT P-100.00 CELLAR AND IST FLOOR PLUMBING PLANS P-101.00 2ND FLOOR AND ROOF PLUMBING PawRENOVATION TOs 340 GLENINOOD ROAD P-200.00 PLUMBING RISER DIAGRAMS CUTCHOGUE N.Y. P-201.00 PLUMBING DUALS P-300.00 PLUMBING SPECIFOWNS I P-301.00 PLUMBING SPECIFICATIONS II P-30200 PLUMBING 5PECFICA7IONS IA PLUMBING NOTED AND SYMBOL LIST SEAL DATE:MAY 24,2013 %N RCy PROJECT No:1214 %, '9,y DRAWING BY:ADNICGO SCALE: AS SHOWN t � r a. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGA JACK GREEN ASSOCIATES PROFESSIONAL JUDGMENT, THESE PLANS AND 1NDICAT0 ON THE APPLICATION SPECIFICATION SHEET. �I"— CONSULTING M—GINEERS No. 15385 Q� P-001 .00 SPECIFICATIONS ARE IN COMPLIANCE WITH THE ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED2 4 2 Wes t 3 5th Street -1rF OF N'��yo NEW YORK STATE ENERGY CONSERVATION GOOD' UPON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10018 GADO FILE NQ: APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-624-0850 F#212-629-0854 23 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E NEWYORK,NY 100`13 TEL.(212)219-1774 FAX.(212)219-0084 E-MAIL: alndelmanaia@eartfillnk.net STRUCTURAL ENGINEER: J.D.GOLDREICH,PE.LLC C/O EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 SRDN dOE EXIST, BATHROOM TEL.(914)772-8115 FAX.(212)695.5158 LOS. H TO REMAIN(NO CHANGE) CHIMNEY CH MEPFP ENGINEERS: N O CHANGE CROOM --- HALL JACK GREEN ASSOCIATES N CLOS. �. CLOS. 242 W.36TH STREET --EXIST.ROOF,NO CHANGE NEWYORK,NY 10018TEL.(212)629.0850 FAX(212)629-0854 CIVIL ENGINEER: CL S, BEDROOM BEDROOM BEDROOM B.THAYER ASSOCIATES NO CHANGE 100 CROSSWAYS PARK DRIVE W.,SUITE 104 CLOS. WOODBURY,NY 11797 TEL.(516)364-0660 FAX(516)364-0668 LOS. CLOS. COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT WARNING:IT IS A VIOLATION OFTHE NEWYORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF N ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS SECOND FLOOR DEMOLITION PLAN EXISTING ROOF DEMOLITION PLAN N ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO SCALE:US"'10 SCALE:10=11-M THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXIST. ENCLOSED PORCH CELLA (NO CHANGE) WELL 5.24.13 ISSUED TO D.O.B. STORAGE- No. DATE DESCRIPTION EXIST.SINK m �__ TO REMAIN REMOVE EXIST.GAS UP IL REMOVE EXIST. WATER CLOSET, REVISIONS RANGE AND GAS LINE UON LAV AND TUB WITH ALL ASSOCIATED STEPS UP S ISCONNECT AND REMOVE BACK TO CELLAR.CAP LIVING ROOM BRANCH S,HW&CW BACK TO MAINS. o EW-- EXIST.WASHER WITH ALL PROJECT FOR FUTURE EXTENSION BATH REMOVE ALL VENT PIPING BACK TO ASSOCIATED W,V,HW&CW TO NEW GAS RANGE. ABOVE CEILING.SEE DRAWING DISCONNECT AND REMOVE PIPING BACK TO LAST ACTIVE HALL A7 00 OR ALL SAME LNNEW TOILET ROOMS EXIST.GAS FIRED WATER D BRANCH LINES AND CAP. RENOVATION TO HEATER.CAP ALL PIPING EXIST.CELLAR ISCONNECT EXIST.CCAS LOS, CLOS, FOR INSTALLATION OF EXIST. DRYER.CAP GAS LINE FOR 340 GLENWOOD ROAD REMOVE EXIST.KITCHEN NEW WATER HEATER. ° CEL° WELL FIRST RFLOOR.EXTENSION TO �U TC H OG U E N.Y. SINK AND DW.REMOVE W, HW,&CW PIPING BACKTO CELLAR.REMOVE V LINE o a BACK TO ABOVE CEILING BEDROOM FOR TO NEWS FUTURE XTENSION Q o _ EXIST.CRAWL 0 C7 G DINING ROOM SPACE KITCHEN q PLUMBING DEMOLITION _ FLOOR PLANS CELLAR DEMOLITION PLAN SEAL a DATE:MAY 24,2013 FIRST FLOOR DEMOLITION PIAN PROJECT No:12114 SCALE:118"=VW '� a 1 D y1 yy � DRAWING BY:ADNlCGO SCALE: AS SHOWN =New "TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGA JACK GREEN ASSOCIATES I PROFESSIONAL JUDGMENT, THESE PLANS AND INDICATED ON THE APPLICATION SPECIFIC nON SHEET. CONSULTING ENGINEERS (1' No. 15385 PD-100,00 SPECIFICATIONS ARE IN COMPUANCE WITH THE UPON ORT BT OSHOWN NSIDEREDARE NOT TO BE EITHEBEING 242 West 36th Street �9�F D F �,�w'�� NEW YORK STATE ENERGY CONSERVATION CODE" APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-629-0850 F#212-629-0854 CM FILE NO.1240F311 jr 1 ARCHITECT: l—DRYWELL NOTES: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE 2E 1. PROVIDE ALL NEW BRANCH W,V,HW&CW NEW YORK,NY 10013 --- -- --NOTE 4" PIPING FOR NEW TOILET ROOM FIXTURES TEL.(212)219-1774 FAX.(212)219-0084 PROVIDE V THICK INSULATION AND WASHER.PROVIDE NEW GAS PIPING E-MAIL: aindelmanala@earthlink.net ON ALL WASTE PIPING 1BOVE FOR DRYER,RECONNECT ALL NEW PIPING CEILING OF DINING ROOM -N TO EXISTING. STRUCTURAL ENGINEER: NEW 2'V UP&DN �"' 4„ ST— 4" ` I—DRYWELL 2. SEE SITE PLAN FOR LOCATION AND SIZES LLC POWDER ROOM CIO EBM SUITE 1100 NEW WC 4"S ON TO CEL R ,� OF ALL DRYWELLS. 224 W.35TH STREET 3j"HW&CW UP ROM NEWYORK,NY10001 4"S DN,2"V& Y2' ENCLOSED PORCH CW UP FROM CELLAR TO 2ND LOOR 4" TEL.(914)772-8115 FAX.(212)695-5158 NEW LAV (NO CHANGE) CELLAR 1%2"W ON -3" FRESH 4MEPFP ENGINEERS: 1yi'V UP STRS AIR INLET %2"HW&CW UP FROM CELLAR , BACK GREEN ASSOCIATES 4" 242 W.36TH STREET DINING ROOM PANTRY I T I NEW YORK,NY 10018 - UP DDER TEL.(212)629-0850 FAX.(212)629-0854 OO 1%z'W UP TO LAV ----- HALL NEW WASHING MACHINE CIVIL ENGINEER: NEW 3/A'WALL HYDRANT —� LAUNDW 2"W STANDPIPE 1k2 V B.THAYER ASSOCIATES = o ISLAND ROOM Y2"HW&Cly 100 CROSSWAYS PARK DRIVE W.,SUITE 104 REF. COUNTERIVING ROOM D WOODBURY,NY 11797 NEW S}_ --- C105. NEW GAS DRYER TEL.(516)364-0660 FAX.(516)364-0668 4"S,2"V UP TO WC KITCHEN Z'W ON, 1 Y"V RISE �• 3/4"GAS LINE UP FROM CELL 11 F %"HW&CW UP FROM CELLAR NEW LAV(TY P.FOR 2) SCREENED PORCH NEW DW 1%"W DN 2"W,1%z'V UP 4w�� DW !/2"HW,W LINE XYZ'V RISE 4" TP SHOWER - """7:„- -ITO SK TRAP BEDROOM /2 HW&CW jr WATER FILTER NEW RANGE - ` NEW WC TYP'FOR 2 COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT ` 72'CW '-f"GAS v 4"S ON Z'V RISE WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE j..._. OPEN DECK NEW 3/4"WALL HYDRANT �/z'CW EDUCATION LAW FOR ANY PERSON,UNLESS ACTING DRYWELL UNDER THE DIRECTION OFA LICENSED 4„ - NEW SHOWER PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON 2 W DN THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE M %"V RISE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION gT ST X'HW&CW 7209 OF THE NEW YORK STATE EDUCATION LAW.IF 4 4' S �. ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS NEW STORM LEADER EXISTING STORM LEADER ALTERED,THE ALTERING ARCH ITECTSHALL AFFIX TO PROVIDE BOOT AT BASE PROVIDE BOOT AT BASE, THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" (TYP.OF 5) (TYP. OF 8) FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF 1 ST FLOOR PLUMBING PLAN THE ALTERATION. WATER TIGHT NEW 4"SEWER LINE. SLEEVE CONNECT TO SEWER 4"HOUSE TRAP LINE FROM EXISTING 4"S,2"V,X"CW UP BUILDING SEWER LINE [---{ TO WATER CLOSET TO SEPTIC TANK _ 3"VUPTO 1%Z'W.1%2 HW& ~ FRESH AIR INLET 5.24.13 ISSUED TO D.O.B. CW UP TO LAV 4,. _ EXIST. WELL No. DATE DESCRIPTION REVISIONS I CONNECT NEW 1 Ya" I ! R TO REIT.SINK 1Y2, 3/4" G.LINE TO EXIST. TO REMAIN PROJECT - GAS MAIN 3/4"CW UP TO 4" WALL HYDRANT B FEXTST, RENOVATION TO EXISTING CELLAR 340 GLENWOOD ROAD 4"S UP,3/"HW&CW /a O TO TOILET ROOM ON 3/4 /;, NEW CUTCHOGUE N.Y. 2ND FLOORCELLAR NEW CRAWL SPACE_ G '/4" NEW GAS FIRED WATER HEATER SEE DETAIL ON DRAWING EXISTING P-001.RECONNCT NEW HW, AWL SPACE -- -- -- _-- — GAS&CW PIPING TO EXISTIhIG----- -- 3/"G LINE UP NEW`/4'CW UP TO RANGE --A TO WALL HYDRANT -----''� a � � CELLAR AND 1ST FLOOR LINA of PORCH ABOVE PLUMBING PLANS 2"W,%"HW& RECONNECT CW UP TO SINK -- TO EXISTING GAS PIPING 013 CELLAR PLUMBING PLAN SEAL&SI PROJDATEECT No: 214 ��EO ,,RC PROJECTNo:1214 El y/� DRAWING BY:ADNICGO SCALE: AS SHOWN tSM No. EM THE BEST OF MY KNOWLEDGE, BELIEF AND THIESE PLANS ARE APPROVED ONLY FOR THE WORK JGAIJACK GREEN ASSOCIATES PROFESSIONAL. JUDGMENT, THESE PLANS AND INLDICATED ON THE APPLICATION SPECIFICATION SHEET. I CONSULTING ENGINEERS No, 15385 o�'t< P-100.00 SPECIFICATIONS ARE IN COMPLIANCE WITH THE AUL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th Street NEW YORK STATE ENERGY CONSERVAIIdV COWUPPON OR TO BE CONSIDERED AS ERHER BEING New York, NY 10 018 OF NE`N CADO FILE No: 25 OF 31 APPPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-629.0850 P#212-629-0854 ARCHITECT, ALTA INDELMAN, ARCHITECT LEADERS FROM GUTTERS(TYP) 451 BROOME STREET,SUITE 2E SEE ARCHITECTURAL DRAWINGS. NEW YORK,NY 10013 TEL.(212)219-1774 FAX.(212)219-0084 LEADERS FROM GUTTERS(TYP) E-MAIL: aindeimanaia@earlhiink.net SEE ARCHITECTURAL DRAWNGS. STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC CIO EBM SUITE 1100 224 W.35TH STREET O `� LEADERS FROM GUTTERS(TYP) EXIST.LOWER\ SEE ARCHITECTURAL DRAWINGS. ROOF NEW YORK,NY 10001 `` TEL.(91 d)772.8115 FAX(212)8955158 fMEPFP ENGINEERS: JACK GREEN ASSOCIATES } LEADERS FROM GUTTERS(TYP) 242 W.36TH STREET NEW ROOF ��'`� I �S E ARCHITECTURAL DRAWINGS. NEWYORK,NY 1 41 FAX(212)629-0a54 NEW 4"VENT —u f NEW CIVIL ENGINEER: . 0 LOWER I B.THAYER ASSOCIATES ROOF P EXISTING ROOF 100 CROSSWAYS PARK DRIVE W.,SUITE 104 WOODBURY,NY 11797 TEL.(516)364-0880 FAX.(516)3644)868 f � NEW LOWER ROOF \ COPYRIGHT 2013 ALTA 1NGELMAN,ARCHITECT WARNING:IT IS A VIOLATION OF THE NEW YORK STATE �--� - - - EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED _ EXIST.LOWER PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON ROOF THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE LEADERS FROM GUTTERS(TYP) PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE SEE ARCHITECTURAL DRAWINGS. IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO /—LEADERS FROM GUTTERS(TYP) LEADERS FROM GUTTERS(TYP) THE ITEM HIS SEAL AND THE NOTATION'ALTERED Br SEE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS. FOLLOWED BY HIS SIGNATUREAND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ROOF PLUMBING PLAN 5.24.13 ISSUED TO D.O.B. 2"VENT ON No. DATE DESCRIPTION _..... EXISTING ROOOF(NO CHANGE)_ REV1310NS LINEN `\ NEW LAV I D PROJECT 1%z'W DN � 1%2.'V UP ( HALL Y2"HW&CW BEDROOM I I E RENOVATION TO EXIST onN 340 GLENWOOD ROAD �>ELOS. L 5, H , I ROO EXISTING O CUTCHOGUE N.Y. NEW WC 4 S ON-3'V RISE BEDROOM EXISTING HALL 4"S ON L — 4!'V THRU ROOF (NO CHANGE) `� ^� IS . 2"V UP CLOS, CLOS. Y„CW BEDROOM v 3/a"HW&CW UP � FROM CELLAR E S C S BEDROOM EXISTING BEDROOM XIST. 2ND FLOOR AND ROOF — NEW (NO CHANGE) CLOS, ROOF ROOF PLUMBING PLANS XIST XIST. EXISTING ROOF -----NEW SHOWER OS, (NO CHANGE) 2"WON-1Y2"VUP %"HW&CW SEAL& DATE:MAY 24,2013 PROJECT No:1214 DRAWING BY:ADNICGO 2ND FLOOR PLUMBING PLAN r � ,� SCALE: AS SHOWN MW. SCALE:x'=+'4' "TO THE BEST OF MY KNOWLEDGE, BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JG- AIJACK GREEN ASSOCIATES � P '� 01 OD • PROFESSIONAL JUDGMENT, THESE PLANS AND INDICA4TED ON THE APPUCATION SPECIFICATION SHEET. CONSULTING ENGINEERS No. 15385 SPEORCAMONS ARE IN COMPLIANCE WITH THE ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED �4 y� UPON I OR TO BE CONSIDERED AS EITHER BEING 242 West 3 6th 10018 Street F 0 F 40' r NEW YORK STATE ENERGY CONSERVATION CODE* APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. #212-622 -York, #2-629-0854 CARO FILE NO: 26 OF 31 ARCHITECT: ALTA INDELMAN, ARCHITECT GRADE TOP SLAB DOME COVER SLAB 451 BROOME STREET,SUITE 2E 2ND FLOOR NEWYORK,NY 10013 SYMBOL LIST TEL.(212)219-1774 FAX(212)219-ooe4 REMOVE —d 11—III—I l f�I I f—1 I I -I I { ^I 9 ISI I I— E-MAIL: alnd.lmnalaQ.af,linkmet SYMBOL DESCRIPTION GAS FLANGE I— STRUCTURAL ENGINEER: :�= 1vewlwsPIPINO(G) NEW 3/4" ;III,—III—I I {—III-----I —III— i i 11EI I I=I 11----I 11-1 I I= I—I I IEI�, NEWGAS I I � RELOCATED J.D.GOLDREICH,PE,LLC MAItEWWCOwwricNTOMSTING RANGE: I � GAS DRYER 1 I I_- 1 11=1 I JEz C10 EBM SUFE 11� Ws OOCK I I IST FLOOR I I----I 224 W.35TH STREET NEWYORK,NY 10001 JATEL.(914)772-8115 FAX(212YO"IN ._.... ✓, ;III, i I, ,I i I III M£PFP ENGINEERS: N G 1 i/4- 1 1l4- I' 314" i 114 SOIL BACKFILL JACK GREEN ASSOCIATES 11/4' ;; ' a 1:1 El 242 W.38Th STREET 1" EXISTING NEWYORK,NY 10018 G r GAS SERVICE Q❑❑ GM. TEL.(212)629-08,10 FAX 54 (212)828-08 1114" r T EXISTING r INLET PIPE 00 0. t CIVIL ENGINEER: NEW �3WREPLACED I IRELOCATE am w B.THAYER ASSOCIATES BOIL BOILER WAS I I DRYER Q W i HEATER I I CELLAR 100 CROSSWAYS PARK DRIVE W.,SUITE 104 12"ENEVELOPE 1-0'' WITH STONE Q WOODBURY,NY 11797 FTEL.(516)364-0660 FAX(516)384.0868 GAS RISER DIAGRAM NOT TO SCALE NTH OPEN FOOTING WMTH CLEAN COARSE GRAVEL DIAMETER(SEE SITE PLAN) GAS RISER DIAGRAM NOTTO CN£ DRYWELL DETAIL COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT 3 WARNING:IT IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145,SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO ' ---EXIST.4-VENT ROOF THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF 1--NEW a"VENT ROOF I SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF I THE ALTERATION, I IEXIST 4"VENT STACK �EXIST.4"WASTE STACK 13" I NEWT I ( I EXIST. EXIST. I LAV. IiEW NEW 2---\i NEWNEW-v I I BATHTUB EXIS . I I �1 • l IV {1f 1( I W LAV. NEW. 1 .C. I' 1sSECOND FLOOR SECOND FLOOR TNEVWM_ I I NEWT IST 4"VENT STACK NEW4• NEW 4" IST.4"WASTE STACK NEW 5.24.13 ISSUED TO D.O.B. I �NEW2" F EW 4"WASTE STACK _--t— _ _ r.- �, —_ �1 1111"{ . NEWT I NEW2" p(IM$T�SEIN I f-N1W ;/—NEW rk NEW I I NEW NEW NEW �µX �x M� "�� +. No. DATE DESCRIPTION r-— —2• — .` REMOVE EXIST � NEW LAV.) I I I I WASHER 'T CLOTHESI LAV. REMOVE EJ( I T RENIQV I j EN I NEW �` ° I NEIN I I I Ew NEv� I BATHTUB SEXIST. C x •. REVISIONS NEW r' C p. SINK NEW DISH t = � � IW.C. LAV. i IryEW NEVJ�N,=-NEAZZ!7� f♦ I I NEW I SHOVYER L I I XPr I IWNC. 1 117 'w xPROJECT NEW3'FRESH LxElA+4" FIRST FLOOR r— � �AIR INLET I-X X X 4 I —��<—X---X�'->E-�3F DE-�F X-� I . NEW4 4• NEW 4- FlR5TFLOOR I RENOVATION TO I NEW 4 ir I I NEWI;V I , r 340 GLENWOOD ROAD NEW C x NEW C 5___IST.4"WASTE I I �' HouSETRAP �sNI SH I �: CUTCHOGUE N.Y. ' INK 4" 4" 4" TO EXISTING REMOVE WASSEPTIC SYSTEM" EXIST.ER T * HOUSE TRAP CELLAR I a' CELLAR TO EX snNG SEPTIC SYSTEMJ PLUMBING RISER DIAGRAMS SANITARY PLUJMBING RISER DIAGRAM(EXIST. BUILDING)_ No SANITARY PLUMBING RISER DIAGRAM(NEW BUILDING) SEAL S DATE:MAY 24,2013 SANITARY PLUMBING RISIR DIAGRAM(NEW BUILDING) SAhNITARY PLUMBING RISER DIAGRAM(EXIST.BUILDING) r+or rtto scxe �p•E D A Rc� PROJECT No:1214 2 norroscve �7� �I"WN C4l�4"/J� DRAWING BY:ADN/CGO � SCALE: AS SHOWN t ' BELIEF AND THESE PLANS ARE APPROVED ONLY FOR THE WORK JGA JACK GREEN ASSOCIATES "TO THE BEST OF MY KNOWLEDGE, P—;�QQ•QQ 4► PROFESSIONAL JUDGMENT, THESE PLANS AND INDICATED ON THE APPLICATION SPECIFICATION SHEET. I CONSULTINGENGIN RS �� N°• 15385yOq`� SPECIFICATIONS ARE 1N COMPLIANCE WITH THE ALL !OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th Street F 1 F N"E�N NEW YORK STATE ENERGY CONSERVATION CODE" UPONN OR TO BE CONSIDERED AS EITHER BEING New York, NY 10018 CADOFILE NO APPRROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-629-0850F#212-629-0854 270F31 ARCHITECT: ALTA INDELMAN, ARCHITECT 451 BROOME STREET,SUITE2E ATTACH TO BLDG. ATTACH TO BLDG. NEW YORK,NY 10013 SUPPORT ROD STRfJC1URE REPAIR ANY STRUC7URE REPAIR MY TEL.(212)219-1774 FAX.(212)219-0084 DAM DAMAGED FlREPROOFIPIG. SUPPORT ROD AGII} FlI�O'ROOFRrG E-MAIL: aindefmanaiaQearthlink.net STRUCTURAL ENGINEER: J.D.GOLDREICH,PE,LLC C/O EBM SUITE 1100 224 W.35TH STREET NEW YORK,NY 10001 TEL.(914)772-8115 FAX(212)6953158 PIPE INSULATION PIPE MEPFP ENGINEERS: PIPE I JACK GREEN ASSOCIATES { 242 W.36TH STREET CLEVIS HANGER --� � TL.(21)629-0850 FAX.(212)629-0854 CLEVIS HANGER .' CIVIL ENGINEER: CLEVIS HANGER S4EET ME'T'AL SADDLE 8,THAYER ASSOCIATES WELD TO HANGER ` 100 CROSSWAYS PARK DRIVE W.,SUITE 104 PIPE WOODBURY,NY 11797 TEL.(516)364-0660 FAX(516)364.0668 CLEVIS HANGER PIPE — — 15" COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT SAM WARNING:IT IS A VIOLATION OF THE NEWYORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFALICENSED PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON HANGER D E TA I THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE gm 76 'MAI 1N ACCORDANCE WITH ARTICLE 145-SUBSECTION HANGER DETAIL WITH INSULATION SADDLE 7208 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT 15 NOT TO ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED Or FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CHECK VALVE (TV) THE ALTERATION.N,AND A SPECIFIC DESCRIPTION OF G SOLENOID VALVE " EXPANSION TANK A ACIUASTAT SUPPORT FROM CEILING CONSTRUCTION TERMINATE SLEEVE STANDARD WEIGHT STEEL PIPE -Y4TEMPERATURE GAUGE FLUSH WITH FlNISHED SLS OF SIZE TD PASS WITH STOP COCK WALL SURFACES PIPE AND INWLATION 1 SEAT OR cAULIt SLEEVE C�IYP�IC°I? VALVE 1HRU FIRE WALLS M FINISH® ESgJTCFIEON PLATE FLUSH HOT WATER A SMOKE IIGHT MANNER AGAINST WALL AND OF SIZE TO RECIRCULATION H�4" COMPLETELY COVER OPENING PUMP 5.24.13 ISSUED TO D.O.B. V4* * VENT BY MECHANICAL CONTRACTOR UNDER No, DATE DESCRIPTION ANOTHER SECTION PNCE AND I ILAMON TO BE FINISHED WALL SURFACE OF THE WORK REVISIONS CENTERED IN SLEEVE - 000 NOT PROJECT SUSIEVE PIPE FROM SC--I CONCEALID PIING PIPING DPOSED TO VIEMI 1 RENOVATION TO mm. GAS COCK caL_ sTn 340 GLENWOOD ROAD INJMIQB WALLS ALL THRU WALL POMMON SYSTEMS SHALL BE UL APPROVED. 26"X26"Xe HIGH CONCRETE CUTC HOG UE N.Y. 42" LONG PAD BY G.C. -- COORDINATE DIRT POCKET GALVANIZED STEEL LEAK DETECTION ' DRIP PAN PIPE SLEEVES T H R U WALL FIN. FLOOR NOT TO WAM— DOMESTIC GAS') FIRED WATER HEATER PLUMBING DETAILS SEAL DATE:MAY 24,2013 esl) ARS+ PROJECT No:1214 L y/ DRAWNG BY:ADNICGO 1 SCALE: AS SHOWN "TO THE BEST OF MY KNOWLEDGE, BELIEF AND TI•HESE PLANS ARE APPROVED ONLY FOR THE WORK JGAIJACK GREEN ASSOCIATES P��O .00 PROFESSIONAL JUDGMENT, THESE PLANS AND INRDICATE'D ON THE APPUCATION SPECIFICATION SHEET. CONSULTING ENGINEERS s No. 15385 SPECIFICATIONS ARE IN COMPLIANCE WITH THE ALLL OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 West 36th StreetF O F R JO NEW YORK STATE ENERGY CONSERVATION CODE" UFPON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10018 CADO FILE N AFPPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-629-0850 F#212-629-0854 28 OF 3f 1. GENERAL 2 SCOPE OF WORMG ARCHITECT: ALTA INDELMAN, ARCHITECT A. THE PLUMBING CON7RACTOR SHALL PROVIDE ALL LABOR AND MATERIAL. EQUIPMENT, ETC., AND PERFORM ALL A. SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR, MATERIALS. EQUIPMENT. SERVICES AND FSS 451 BROOME STREET,SUITE 2E 00MA70S FOR THE WORKK DELINEATED IN THE CONTRACT DRAWINGS FOR IHE INSTALLATION OF A COMPLETE NECESSARY FOUR COMPLETE AND SAFE INSTALLATION IN CONFORMITY WITH THE NEW YORK STATE PLUMBING CODE NEWYORK,NY 10013 PLUMBING SyM. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE AND ALL OTTER APPLICABLE INDUSTRY, NATIONAL AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION, TEL.(212)219-1774 FAX.(212)219-0084 CODE, NEW YORK STATE HEALTH DEPARTMENT AND AUTHORITIES HAMM JURISDICTION. AS INDICATED ON DRAWINGS AND HEREIN SIM ED. E-MAIL: aindalmanala@earthlinknet B. THE PLUMBING CONTRACTOR SHALL BE A LICENSED, AU7MZED INSTALLER OF PLUMBING SYSTEMS AND SHALL B. THE BASE BUILDNNG DRAWINGS, PLANS, DETAII.S, SPECIFICATIONS AND SPECFTC,lITION ADDENDA ARE MADE PART STRUCTURAL ENGINEER: HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE N THE INSTALLATION OF PLUIMG SYSTEMS IN THE STATE OF OF THIS CONTRACT AND SHALL APPLY 70 ALL WORK UNDER THE CONTRACT UNLESS DTHERWLSE AMENDED, J.D.GOLDREICH,PE,LLC NEW YORK. IIIODIFlED. SUPPLEMENTED OR SPECIFIED HEREIN. C/O EBM SUITE 1100 224 W.35TH STREET NEW YORK.NY 10001 C. THE LOCATIONS OF THE EXISTING SERVICES ARE BELIEVED TO BE AS INDICATED ON THE DRAWINGS. THE G THE CON7RAC7W SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME TOL.(914)772.8115 FAX(212)SW-5158 CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THESE SERVICES AND N071FY THE ENGINEER OF ANY RESPONSIEIM FOR ALL E1PENSES INCURRED FOR ANY WORKMMISHIP AND EQUIPMENT N WHICH DEFECTS DEVELOP !VITEN ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR MEPFP ENGINEERS: DISCREPANCIES PRIOR 10 COMMENCING AN ACTUAL USE OF EQUIPMENT OR OCCUPANCY OF SPACES BY OWNER N{XlM LINDR THE VARIOUS PARTS OF JACK GREEN ASSOCIATES D. BEFORE SUBMITTING HIS BD, THE PLUMBING CONTRACTOR SHAI.L VISIT THE SITE AND SHALL FULLY FAMILIARIZE THE WgRK, WHICHEVER DATE IS EARLIER THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS HIMSELF WITH THE DIFFICULTIES THAT WILL ATTEND THE E>ECUIION OF THIS WORK. CONTRACTOR SHALT. GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME 242 W 36TH STREET PERFORM THIS PRIOR TO SUBMNTIING HIS PROPOSAL SAIIISSION OF A PROPOSAL SHALL BE CONSTRUED AS RESPONSIEM FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF 07HER TRADES AFFECTED NEW YORK,NY 10018 EVIDENCE THAT A CARML EXAMINATION OF THE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC., WHICH BY DEFEC7Sr REPAIRS OR REPLACE10I1S IN EWPMENNT SUPPLED BY THE CONTRACTOR. TEL.(212)629.0850 FAX(212)629-0854 AFFECT THIS WORK, AN THE ACCESS TO SUCH SPACE, HAS BEEN MADE AND THAT THE CONTRACTOR IS CIVIL ENGINEER: FAMILIAR WITH EASING CONDITIONS AND DIFFIC LTES THAT WILL AFFECT THE EXECUTION OF THE WORK. THE D. THE CONIMC70R SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH THE DEPARTMENT CONTRAC7OR IS RIS MSIBLE TO INDICATE ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWING AND HAVING JURISDICTION. CERTAIN PERM17S OR L.MSES NECESSARY TO CARRY OUT THIS WORK AND PAY All B.THAYER ASSOCIATES ACTUAL FIELD CONDITIONS PRIOR TO SUBMITTAL OF BD. SUBMISSION OF A PROPOSAL WILL BE CONTOURED AS FILES THEREFORE. THE CW7RAC7OR SHALL ARRANGE FOR INSPECTION AND IDIS OF ANY OR ALL PARTS OF 100 CROSSWAYS PARK DRNE W.,SUITE 104 EMU THAT SUCH AN EXAMMA70 HAS BEEN MADE. LATER CLANKS SHALL NOT BE MADE FOR LABOR, THE WORK IS SO REWIRED BY AUTHORITIES AND PAY ALL CHARGES FOR SAME: THE CONTRACTOR SHALL PAY WOODBURY,NY 11797 EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICIA IES ENCOUNTERED WHICH COULD HAVE BEEN ALL COST FOR, AND FURNISH TO TW OWI= BEFORE FINAL BAITING, ALL CERTIFICATES NECESSARY AS TEL.(518)364-0564 FAX.(516)364-OM FORESEEN DORM SUCH AN EXAMNAMON. THE ONSITE INSPECTION SHALL VERIFY EXISTING PIPE SIZES, EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY 10 THIS WORK. CIFARANCE, ETC:. AND CONDITIONS. E WORK SHALL INCLUDE ALL PLUMBING WORK FURNISHED AND INSTALLED AS INDICATED ON THE PIANS AND AS E ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SPECIFIED HOZEM. ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR 70 SUBMITTING A PROPOSAL„ OF 3. BUILDING DEPARTMENT FILING, PERMITS AND CERTIFICATES ANY WORK OR MATERIAL WHICH VIOLATES ANY OF THE AEK LAWS AND REGULATIONS. ANY WORK DONE BY COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. A. THE PLUMBING C=7 RAC7TXR SHALL FILE ALL REQUIRED DRAWINGS AND SPECFICA10S WITH THE BUILDING WARNING:IT IS A VIOLATION OFTHE NEWYORKSTATE DEPARTMENT RNID BE WSPONSIBLE FOR OBTAINING FINAL APPROVAL FROM ALL AUTHORITIES HAVING EDUCATION LAW FOR ANY PERSON,UNLESS ACTING E. " REVIEW OF KLIMBING DRAWINGS PRIOR TO SUBMITM HIS PROPOSAL, THE PLUMBING CONTRACTOR SHALL. JURISDICTION. UNDER THE DIRECTION OFA LICENSED INFORM ARCHITECT AND/OR BONER OF ANY DISCRFPANNS OR (REQUEST CLARIFICATION N WRI7IN% IF PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON NECESSARY, CONCERNING THE INTENT OF THE I'y.MIS MDSPEaFICATiONS TTI PROVIDE A COMiPL.ETE PLUMBING 4 INSPECTION AND TESTING THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE INSTALLATION. LATER CLAIMS WILL NOT BE REOOGNZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD PLANS ARE MADE,THE ALTERATION$SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION SUCH PROCEDURE NOT BE F10100EE0. A. THE PLUMBING S'�'SU SHALL BE INSPECTED AND TESTED N ACCORDANCE WITH THE REQUIRIEMENTS OF THE 7209 OF THE NEW YORK STATE EDUCATION LAW.IF NEW YORK SCATIE BUILDING PLUMBING CODE ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO G. THE SCHEDULING OF THE PLUMBING WORK SHALL BE cOaI�INAT1=n WITHBUILDINGOWNER, ER THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY' CONTRACTORS AND WITH THE CLIENT B. ARRANGE FOR NlSPEC110N AND TESTS OF ANY AND ALL PARTS OF THE WORK AS REQUIRED BY AUTHORRES FOLLOWED BY HIS SIGNATURE AND THE DATE OF HAVING JURISIXICMON AND PAY ALL CHARGES FOR SAME, SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF H. ALL PIPING SHALL RUN CONCEALED WITHIN PARTITIONS OR SUSPENDED CEILINGS WHERE THEY OCCUR OR AS THE ALTERATION. NOTED. 5. SHOP DRAWINGS 1. INVESTIGATE EACH SPACE THROLIGH WHICH EQUIPMENT MIST BE MOVED. WHERE NECESSARY. EQUIPMENT SHALL A. PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS, SUBMIT FIVE (5) COPIES OF EQUIPMENT GUTS FOR ALL BE SHIPPED FROM MANUFACTURER IN SECTIONS OF SZE $ATABLE FOR MOVING THROUGH AVAILABLE PLLIMBNG FIXTURES AS SPECIFIED HEREIN MD/OR BY THE ARCHNWECT FOR REVEW. RESTRICTIVE SPACES. ASCERTAIN FROM BUILDING 0*0 IIB? TENANT AT WHAT TIMES OF DAY E4UIPMENT MAY ' BE MOVED THROUGH ALL AREAS. B. SUBMIT ONE (1) ;SEPIA AND IMO (2) PRN' S OF PIPING SHOP DRAWINGS INDICATING PIPE SIZES, VALVES, Em, J. PIPING AND EQUIPMENT LOCATIONS ARE SHOWN DIAWARATIC ALLY. EXACT LOCATIONS ARE 70 BE AND EXACT NROUITNG FOR REVIEW. DETERiIIHED UTILIZING ARCHTECrS DIMENSIONED DRAWINGS AS A BASE POINT AND BY YaMG EXISTING C. PRIOR TO INSTALLING OR SUBMITTING FOR APPROVAL MY PORTION OF THE WORK COORDINATE WITH ALL OTHER BUILDING. CONTRACTOR SHALL MAKE ALL NECESSARY Al11NSTMENTS 110 EXISTING PIPING TD SUIT NEW PLUMBING TRADES. FIXTURES AND EQUIPMENT, K. EXISTING ABANDONED PIPINGW ITHN PARTITIONS TO BE DEMOLISHED OR OPOSED SHALL IE REMOVED BACK TO (i CONNECTION TO &XOSTWG WORK AND EXISTING PIPING ACTIVE MANS OR REROUTED AS REQUIRED. 03STNG PIPING SHALL BE RELOCATED AS REQUIRED TDI CLEAR NEW A. PLAN INSTALLAIKON OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM IMERFEREI CE 524.13 ISSUED TO D.O.B. CONSTRUCTION. WITH REGINA AR OOPERA70 OF EXISTING FACILITIES, SUBMIT 70 THE OMNER FOR APPROVAL. DATE SCHEDULE OF NECESSARY 7EMPPOIRARY SHUT-DOWN OF 001ING SERVKES: ALL SHUT-DOWN MUST BE MADE AT SUCH TME L EXISTING U11.110 10 BE UTILIZED SHALL BE TESTED AND FININ SHED a". AS WILL. NOT MERE WITH REGULAR OPERATION OF EXISTING FACILITIES AND ONLY AFTER WRITTEN No. DATE DESCRIPTION M. TNS CONTRACTOR SHALL BE RESPONSSLE FOR CUTTING AND ROUGH PATCHING AND REPAIRING FINISH OF BIUILDING DIENER.ISH REVISIONS PATCHING SHALL BE PERFORMED BY ANOTHER SECTION. ALL FLOOR PERETRM71 NS SHALL BE DONE BY CORE B. CONNECT NEW LOX EXISTING WORK N NEAT AND APPROVED MANNER. RESTORE E)OSTING DISTUFW TO ORIGINAL PROJECT DRILNG. NO JAI( HAMMERS ARE PERMITTED. CONDITION. N. MOVE 0 DEMOLITIONING PLUMBING FIXTURES DHERE INDICATED Nm ON PIABING AND/OR ARCHITECTURAL DRAWING;. SEE C. HE D REPAA R OR REPLACE IF REQUIRED, EXISTING VALVES REQUIRED TO BE CIMED FOR CONNEC70 OFRLIMBINEW WOW. RENOVATION T4 0. INSURANCE:- N ACCORDANCE WTI'M BUILDING IREQUIREMENIS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE D. PUIMBING CONTRMCTOR SHALL FURNISH AND INSTALL ALL CONTROE. WIIIRNG. 340 GLENWOOD ROAD FOR OWNER AND IOVCOIEER. 7. MA7ETIAIS GF0tAL CUTCHOGUE N.Y. P. ANY QUESTION% DISCREPANCIES, CONFUCIS, OMISSRONS,OR ERRORS WHICH MAY REWIRE ADDITIONAL COMPENSATION OR A CHANGE ORDER SHALL OCCUR IN THE FOLLOWING MANNER: A. THE PLUMBING WS7EM SHALL BE COMPLETE WITH ALL PPS FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, HANGERS AND SUPPORTS` ALSO, MISCELLANEOUS WORK ITEMS, SUCH AS, VALVE TAGS, M. AND ALL 01HER 1. A REQUEST FOR INFORMATION (RFI) SHALL BE PREPARED FOR EACH ITEM BY THE SUBCONTRACTOR. THIS RFI RELATED EQUIP10T, APPARATUS AND MATERIAL ITEMS NECESSARY FOR COMPLETE. SATISFACTORY OPERATING SHALL BE SUBMITTED Irl THE GENERAL CONTRACTOR AND EIME>:R. AND APPROVED TYPE SYS7EMS. 2 THE ENGINEER SHALL RESPOND TO THE RFI WITH APPROPRIATE DOWWWA70 OR DISCUSSION. 3` NO ��S� � "� � WTM � �NOEDR� PRO TMa ' RECpr SANITARY DRAINAGE AND VENT PIPING (ABOVE GROUND) (STORM WATER PIPING - EXTERIOR) R RESPONSE RFI, THE CONTRACTOR NLL �FUMY ENGINEER'S RECEIPT PLUMBING THE CHANGE ORDER. A. PAPE AND FILINGS: POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS (TYPE DWIV`) - AS MD 3311. SPECIFICATIONS I 0. PRIOR 10 SUBMITTING PROPOSAL. CONTRACTOR SHALL SEND LETTER TO ENGINEER, ARCHITECT AND GENERAL B. ALL O POSED SANITARY PIPING SHALL BE CHROME PLATED BRASS. CONTRACTOR NDICAIING THE FOLLOWING 9. SANITARY DRAINAGE PIPING (BELOW GROUND OR EXTERIOR) 1. CONTRACTOR HAS VISITED THE SITE INCLUDING DATE OF VISIT. I OBTAINED A COPY OF BUILDING STANDARDS,, RULES & REGULATION.N. A. LOIN AND FNTTNM' SERVICE WIEIGHT CAST IRON PIPE ASTM—A-74 HUB AND SPIGOT SEAL Q DATE:MAY 2A.2d19 3. IDENTIFY CONFLICTS WITH WORK OF OTHER TRADES, NON COMPLIANCE WITH BUILDING STANDARDS OR OMISSIONS. 4. IF IHS LETTER IS NOT RECEIVED PRIOR 10 SUBMITTING PROPOSAL, THEN ANY LATER CLAIM FOR ADDITIONAL B. JOINTS: NEON COMPRESSION GASKET® JOINT SIMILAR TI} 7Y-SEAL, MANUFACTURED BY TIER PIPE �R IN aRc PROJECT No:1214 LABTIONAI� OR MATERIAL WILL BE DENIED AND CONTRACTOR WILL BE RESPONSIBLE FOR THESE COMPANY OR APPPROVED EQUAL c��1N � y�A DRAIMNG BY:ADWCGO SCALE: As SHOWN No. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND TMESgE PLANS ARE APPROVED ONLY FOR THE WORK JGAIJACK GREEN ASSOCIATES PROFESSIONAL JUDGMIN, THESE PLANS AND INDI=TM ON TIME APPUCATION SPECIFICATION SHEET. I CONSULTING ENGINEERS No. 15385 � P-300.00 SPECNFlCATIGNVS ARE IN COMPLIANCE WITH THE ALL (OTHER MATTERS SHOWN ARE NOT TO BE RETIED 242 West 36th Street � � UPOMI OR TO BE CONSIDERED AS EITHER BEING O F N'E �, NEW YORK STATE ENERGY CONSERVATION CODE' APPRROVED OR IN ACCORDANCE VIIICH APPLICABLE CODES. #22-24-0 50 -629-00854 CADO1lLENo z9�3t ARCHITECT: 10. DOMESTIC WATER DISTRIBUTION PIPING (COLD AND HOT WATER) ABOVE GROUND 16. DOMESTIC GAS FIRED WATER HEATER ALTA INDELMAN, ARCHITECT A. PIPE-COPPER TUBING TYPE T HARD DRAWN. ASTM 886 (ALL EXPOSED PIPING WITHIN TOILET ROOM AND A. THE HEATER SHALL BE CONSERVATIONIST MAXIMUM ENERGY EFFICIENCY, GLASS-LINED R£SIDEN1UL GAS SERFS 451 BROOME STREET,SUITE 2E 204/201 MODE XGV-50 AS MIANUFATURED BY A0. SMITH CORPORATION. HEATER SHOULD BE RATED AT 40 NEW YORK,NY 10013 MOB AREAS TO BE CHROME PLAT® BRASS PIPING). CFH PRODl1CNG 41 GPHI RECOVERY 4 90' F RISE AND CONSTRUCTED N ACCORDANCE WITH AWE CODC. IT TEL.(212)219-1774 FAX.(212)219-0084 B. HTTINGS-COPPER TUBING - WROUGHT COPPER AND BRONZE SOLDER JOINT PRESSURE FITTNGS ANSI 8.16.22 SHAM BEAR APPROPRIATE SYMBOL AND LISTED WITH THE NATIONAL AREAS REQUIRED. HEATER SHALL BE E-MAIL: aindelmanaia�aarll,t{nk.net OR CAST BRONZE SOLDER JOINT PRESSURE FITTING ANS B.16.18. USTED NTH UNDERW RI'IIF LABORA70RES AND APPROVED BY NATIONAL SAMTATION FOUNDATION. ALL STRUCTURAL ENGINEER: INTERNA. SURFACES OF THE TANK SHALL BE GLASS-LINED. 50 GALLON CAPACITY TANK SHALL CA7HODICALLY 3.D.GOLDREICH,PE.LLC C. JOINTS-SOLDER SIAL BE EQUAL TO 95-5 SOLDER ALLOY MANUFACTURED BY HARMON. (LEAD FRH . PROTECTED WITH ADEQUATE EXTRUDED MAGNESIUM ANODE: UNIT TO BE HIGH EFFlCENT WITH ENERGY SEAR CIO ESM SUITE i 100 QUALM FOAM INSULATION. IT SHALL EXCEED LATEST REQUIREMENTS OF ASHRAE FOR HEAT LOSS EFFICIENCY. 224 W.35TH STREET D. EXPOSED PIPING AT PLUMBING FIXTURES - CHROME PUTTED BRASS. HEATER SHALL NCLUDE AM T&P RELIEF VALVE AMD DRAM VALVE NEW YORK NY 10001 TEL.(914)772-8115 FAX.(212)695-5158 11. VALVES 17. LEAK DETECTION SYSTEM (WATER HEATER) MEPFP ENGINEERS: A. DOMESTIC WATER-GATE VALVES+ 1" AND SMALLER„ MILWAUKEE BUTTERBALL. BRONZE VALVE. 1/4 TURN LEVER A COMPLETE SYSTEM TO BE PURCHASED AND INSTALLED BY PLUMBING CONTRACTOR. CONNECT LEAK DETECTION JACK GREEN ASSOCIATES HANDLE, SOLDER END6. CLASS 125 OR APOLLO VALVES SERIES 70-204. SYSTEM TO CONTROL. UNIT. PROVIDE POWER AND CONTROL WRING FOR LEAK DETECTION SYSTEM. 242 W.36TH STREET B. CHEM VALVES: 1- AM SMALLER STOCKHAM B-309 BNONZE VALVA CLASS 125. B. �� NEW YORK NY 10018 TEL.(212)629-0850 FAX(212)629-0854 12. GAS PIPING SYSTEM 1. FURN04 A COMPLETE SYSTEM, INCLUDING CONTROL UNIT, WATER SENSOR. MOTORIZED BALL VALV.. ETC. CIVIL ENGINEER: A. ALL GAS PIPING WORK SHALL COMPLY WITH NATIONAL STANDARD PLUMBING CODE, LOCA. UTIUTY COMPANY 2. THE SWSIEM SHALL SENSE THE PRESENCE OF A LEAK, SOUND AN AUDILE ALARM k ACTIVATE 13.THAYER ASSOCIATES REQVIREMEHTS AND NFPA K ANSI 2223.1. SDLENC ID VALVE TO SHUT-OFF THE SUPPLY WATER. 100 CROSSWAYS PARK DRIVE W.,SUITE 104 M FURNISH AND INSTALL ALL NECESSARY GAS PIPING TO ML EQUIPMENT REQUIRING GAS SUPPLY. C. THE SYfSTEM SHALL BE OMiSkTE PRO INC.. SERFS 'FLOODST{)P" MODEL FS34NPT WOODTEL.(516)16)36 NY 11797 364-0650 FAX(516)364-Ofi68 C. PROVIDE A LUBRICATED GAS VALVE AT ALL CONNECTIONS TO EQUIPMENT: D. COMPOINENIS D. ALL. GAS PING AND INSTALLATION SHALL BE IN A(X;WMCE WITH RULES AND REGULATIONS OF THE LOCAL 1. M07MIZED FULL-PORT BALL VALVE UTUTY COMPANY AND OTHER AUTHORITIES HAVING JUNSDICTLON. 2. CON701. UNIT WITH BATTERY BACKUP 3. WATER//LEAK SENSOR I- PROVIDE ADEQUATE SUPPORT FOR ALL PIPING. 4. AC POWIER ADAPTOR COPYRIGHT 2013 ALTA INDELMAN,ARCHITECT 5. TRANSHFORMER EXWISION WE F. GAS PIPING SHALL BE BLACK STEEL SCHEDULE 40 THIRADED PIPE CONFORMING TO ANSI B36-20. WARNING:IT A A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING I- INSTALII-ATION UNDER THE DIRECTION OFA LICENSED G. FITTINGS SHALL BE MALLEABLE IRON. PROFESSIONAL ARCHITECT,TO ALTER ANY ITEM ON STOP 1. ALL FLLOODCOMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE H. VALVES SHALL BE NORDSTROM IRON PLUG VALVES FlG142 NSTALLLAVON NRIIC SiTION. PLBIN UMG CONTRACTOR TO INSTALL AL POWER AND CONTROL WWRNG FOR PLANS ARE MADE,THE ALTERATIONS SHALL BE MADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION LEAD DETECTION SYSTEM. 7209 OF THE NEW YORK STATE EDUCATION LAW.IF 1 � (M AND FITTINGS) ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS F. SEW NCE OF OP'FR 70 ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO A PIPING - ALL NEIN COLD AND HOT WATER PIING SHAD BE INSULATED WITH MANVILLE M ICRO-LOK FIBERGLASS THE ITEM HIS SEAL AND THE E AND THE TE OF BY' FOLLOWED BY HIS SIGNATURE AND THE QATE OF PIPE 1NSU.ATo TYPE AP-T PLUS, OR APPROVED EQL1L, LIP TO r DIAMETER - 1/2' THICK, WITH ALL SERVICE 1. SOLE NOXD VALVE IS NORMALLY OPEN THUS ALLOWING FOR THE FLOW OF WATER. SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF JAav (ASJ). FIRE AND SMOKE HAZARD RATING SHA! NOT EXCEED A FLAME SPREAD OF 25 OR SMOKE 2. WHEN WATER SENSOR SENSES WATER. THE SOLENOID VALUE ON THE COLD WATER SUPPLY UNE SHALL CLAS£ THE ALTERATION. DEVEI.OIPM�arr of 5a THUS STOPPING THE BLOW OF WATER. 3. WITH THEE LEAK BEND DETECTED, THE ALARM BEEPS AND THE LED NOW RAM AT THE CONTROL UNIT. B. FITINGS AND VALVES - SHALL BE INSULATED WITH MANVILLE FACTORY PRECUT HI-LO TEMP FlBERGUISS 18. DOMESmC HOT WATER RECIRCULATION PUMP INSULATION AND 2ES7ON 25/50 RATED PVC 10010 FITTING HOVERS. EPOLUX 670 WHITE VAPOR BARRIER COATING. OR APPROVED EQUAL. SHALL BE APPL0 HOUND THE EDGES OF THE ADJOINING PIPE INSULATION AND ON THE FITTING COVER THROAT OVERLAP SEAM. THE FITTING COVER SHALL BE SECURED WITH PRESSURE A. PROVIDE AT LOCATION AS SHOWN ON THE DRAWINGS ON ALL BRONZE LN-LME gRGJLATION PUMP AS SENSITIVE PEARL GRAY Z-TAPE ALM THE CRCUMFIRENTIAL MGM THE TAPE SHALL EXIHW OVER THE MANUFACTURED BY BELL. AND GQSSETT COL PUMP SHALL BE SYSTEM LUBRICATED SIZE 3/4" B 8 G MODEL. ADJACENT PIPE NSU 71ON WITH AN OVERLAP ON I1c.ELF OF Z. LR151,/12 HORSEPOWER MOTOR. CAPACITY 6 GPM AGAINST 10 FEET HEAD. A FOR AUTOMATIC OPERATION OF THE CRCULATNG PUMP. PROVIDE IN THE CIRWLA71ON UNE AN ADJUSTABLE 14. HANGERS AND SUPPORTS IMMERSION TYPE AQUASTAT AND AN OFF-ON SWITCH WITH PUMP RUNNING INDICATING LIGHT. A HANGERS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEIN YORK 19. RING i AND APPROVAL STATE PLUMBING CODE AND MaS. SP-69. HANGERS AND SUPPORTS SHALL BE SECURED TO THE BUILDING STRUCTURE. A THE CMTRAM SHAT OBTAIN AND PAY FOR ALL PERMIT'S AND HUNG WITH AL REQUIRED AGENCIES AND 5.24.13 ISSUED TO D.O.B. B. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS, HANGERS SHALL BE ADJUSTABLE FLAT IRON TYPE OR DUARMeM NCUIDNG BUT NOT LIMITED 70, THE DEPARTMENT OF BUIDUNGS OR STATE REVIEW. No. DATE DESCRIPTION CLEWS TYPE 20. CUrnN(G AND PATCHING C. PPNG OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYS" COMPONENTS. REVISIONS A DO MIL CUTTING NECESSARY FOR THE INSTALLATION OF PLUMBING WORK. ACCURATELY LAYOUT WORM FOR PROJECT D. PIPING SHALL BE SIMM 71AILY SUPPORTED FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE WHICH I CUTTNN IS REQUIRED, SO AS TO AVOID UNNECESSARY LARGE OPENINGS, CUTTING OF BEAMS, JOISTS, ADDED LOAD OF THE WATER-FILLED PIPE PLUS A M MWJM OF 250 LBS. APPUED AT THE PONT OF HANGING. ROM OR WALLS OF THE BUILDING WILL NOT BE PERMITTED EXCEPT AFTER RECEIVING APPROVAL OF THE BUILIIINaG OWNER. E. PIPING SHALL BE SUPPORTED INDEPENDENTLY OF THE COUNG SHEATHING. B. ROM PATCHING WILL BE DONE BY THIS CONTRACTOR N A MANNER TO ACCOMMODATE FINISHED PATCHING RENOVATION TO F. WHEN PIPING IS INSTALLED BELOW DUCTWORK, PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE WORN. IFINISHED PATCHING WILL BE DONE `UNDER ANOTHER SECTION OF THE SPECIFICATIONS'. 340 GLENWOOD ROAD BUILDING STRUCTUIM NOT FROM THE DUCTWORK. CUTCHOGUE N.Y. z1. I�SCl1TCCHEONS G. HORQONTAL PIPING - HORIZONTAL PIPING OF THE FOLLOWING MATERIALS SHALL BE SUPPORTED AT INTERVALS NO GREATER THAN THE FOLLOWING: A. PROW ESCUTCHEONS ON ALL EXPOSED PIPING PASSING THROUGH WAIS. PARTITKINS. FLOORS AND CEILWGS ESCUI CHEON SHAT BE HELD IN PLACE BY INTERNAL TENSION OR SET SCREW. 1. PVC PIPE - AT V INTERVALS AND BEHIND EVERY HUB. 22 TESTING AND INSPECTION 2. THREADED PPE 0 IN. OR LESS) -- AT 8! INTERVAL 3. THREADED PPE (1-1/4' OR OVER) - AT 127 INTERVALS. A CONTRACTOR SHALL PERFORM ALL NECESSARY TESTS AND ARRANGE FOR ALL REQUIRED INSPECTIONS AS 4. COPPER TUBING (1-1/4" OR LESS) - AT 6' INTERVALS. REQUIRED BY NATIONAL STANDARD PLl1MBNG CODE OR LOCAL AGENCIES HAVING JURISDICTIONS. PLUMBING s OTHER MM MATERIALS IES F-OR STR�UCITUR�AL.ST uTY AND SERVICE. 2& COMPO TE DRAWINGS SPECIFICATIONS 11 14 WATER FILTER A CONTRACTOR SHALL BE GIVEN A SEPIA TRANSPARENCIES TO IMPOSE THEIR WORK FOR A COORDINATED ALLOCATION OF SPACE PROCEOLK SHALL INCLUDE HVAC CONTRACTOR TO INDICATE DUCT WORK, PIPING, A AQUA PURE WATER FILTER BY CUNO MODEL AP200. 1/2' NPT, COMPACT DUAL ACTION WATER FILTER LITH STRUCMIRAL AND ARCHITECTURAL DETAILS. SEPIAS SHALL BE GIVEN TO PLWBIK SPRINKIM AND ELECTRICAL DUAL ACTION FILTERING PROCESS, PROVIDE 3 ADDITIONAL RM ACEMENT CARTRIDGES MODEL AP200S. TpWILL DRAW ISDRAIAC C� SHALL HOLD ACUATIO �01S ELIMINATE ITOR CONFUCTSIN STAPLING WORK.COORDINATION TOsEAL a SQK== DATE:MAY 2+1.2013 15. WALL HYDRANTS AGR£®IENT ISSUE, ARCHITECT SHALL MAKE BINDING DECISION. PROJECT No:1214 A. ALL WALL HYDRANTS SHALL BE J.R. SMITH FIG. NO. 5MT, NON-FREEZE TYPE WITH 3/4! HOSE CONNECTION �D A�9' DRAWING SY:ADwCGO AND T-HANDLE KEY. P SCALE: AS SHOWN o. 'TO THE BEST OF MY KNOWIXOGE, BELIEF AND THESSE PLANS ARE APPROVED ONLY FOR THE WORK JGAIJACK GREEN ASSOCIATES PROFESSIONAL JUDGMENT, THESE PLANS AND INDICATED ON THE: APPLLCATLON SPECIFICATION SHEET. I CONSULTING ENGINEERS , No. g5 �� P-301 .00 SPECIFICATIONS ARE IN COMPUANCE WITH THE ALL (OTHER MATTERS SHOWN ARE NOT TO BE REUED 242 West 36th S t r e e fThr ' NEW YORK STATE ENERGY CONSERVATION CODE' UPOMI OR TO BE CONSIDERED AS EITHER BEING New York, NY 10018 F Q F PI�� CAM FILE NO: r, APPRROVED OR IN ACCORDANCE WITH APPUCABLE CODES. T#212-629-085011#212-629-0854 30 OF 31 ARCHITECT: 24. DIELECTRIC FlTTINGS ALTA INDELMAN, ARCHITECT A. PROVIDE DIELECTRIC INSULATING COUPLINGS MMICH EFFCTIVELY ISOLATE FERROUS FROM NON--FERROUS PIPING 451 BROOME STREET,SUITE 2E AS MANUFACTURED BY ATLAS PRODUCTS CO., ECLPSENC., EPCO SALES INC. NEW YORK,N17013 TEL.(212)219--1rr4 FAX.(212)219-0784 E-MAIL: aindelmanaia@earthlink.net 25. Pt.UMBNG FIXTURES STRUCTURAL ENGINEER; A. AM PLWMBNG FIXTURES SHALL BE NEW FIRST QUAIMAND SMALL BE INSTALL® COMPLETE 91H SUMT% GIO ESM SUITE SUI STOP VALVES, TRAPS FOR A COMPLETE INSTALLATION. J.D. IGH,PE,LLC 1177 224 W.35TH STREET B. ALL FIXTURES SHALL BE LOW CONSUMPTION TYPE COMLY WITH ANSI A112.19.2 AND ADA 117.1 WHERE NEWYORK,NY 10071 APPLICABLE. TEL.(914)772-5115 FAX.(212)695.5158 MEPFP ENGINEERS: C. AM FIXTURES SHAM BE COLOR WHITE UNLESS 01HEREE NOTED. JACK GREEN ASSOCIATES 26. DMFEC11ON 242 W.36TH STREET A. THE POTABLE WATER SYSHALL BE DISINFECTED RIOR TO USE BY A MMOO OF DISUNFECTION IN NEL.YORK.NY 10018 STEM N Q8S0 FAX (212)629 0854 ACCORDANCE NTH LOCAL BUII.DNG CODE THE POTABE WATER PURITY TEST RESULT FROIrf A BOARD OF TEL. HEALTH CERTIFIED IESIER SHALL. BE SUBMMED FOR N�S RENEW AND APPROVAL. CIVIL EENGINENEER: B.THAYER ASSOCIATES 27. GUARANTEE 100 CROSSWAYS PARK DRIVE W.,SUITE 104 A. THIS CONTRACTOT SHAM GUARANTEE FOR A PERIOD F ONE (1) YEAR FROM DATE OF ACCEPTANCE BY WOODNY 11797 OW�i MHIP, ALL MATERIA S, APPARATUS AND WORKM IP WETHER FURNISHED BY HIMSELF OR BY HIS TEL.{5116}6)$64 0660 FAX.(518)364-0668 SUBCONTRACIRS THAT HE SHALT;. REPLACE OR REPANIN A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TIJ THE OWNER, AND PARTS OF THE WORKYrF D MAY PROVE DEFECTIVE OR UNSATIFACTORY WITHIN THE PERIOD OF GUARANTEE. COPYRIGHT 2413 ALTA INDELMAN,ARCHITECT WARNING:IT IS A VIOLATION OFTHE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ARCHITECT,TOALTER ANY ITEM ON THESE PLANS IN ANY WAY.IF ALTERATIONS TO THESE PLANS ARE MADE,THE ALTERATIONS SHALL BE WADE IN ACCORDANCE WITH ARTICLE 145-SUBSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.IF ANY ITEM BEARING THE SEAL OFAN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATUREAND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. r 5.24.13 ISSUED TO D.O.B. No. DATE DESCRIPTION REVISIONS PROJECT RENOVATION TO 340 GLENWOOD ROAD CUTCHOGUE N.Y. PLUMBING SPECIFICATIONS III SEAL DATE:MAY 24,2013 X, r\N EL y�� PROJECT No-1214 DRAWING BY:ADNICGO { GALE: AS SHOWN DM No. 'TO THE BEST OF MY KNOWLEDGE, BELEF AND THIESE PLANS ARE APPROVED ONLY FOR THE WORK .TGA TACK GREEN ASSOCIATES No, 15385 ,tom P-302.00 PROFESSIONAL JUDGMENT, THESE PLAN SHEEP. AND INEDICATED ON THE APPLICATION SPECIFICATION _—� CONSULTING ENGINEERS SPECIFICATIONS ARE IN COMPLIANCE WiH THE AL1L OTHER MATTERS SHOWN ARE NOT TO BE RELIED 242 west 36th street 'rF OF o.E: NEW YORK STATE ENERGY CONSERVATM CODE UPOON OR TO BE CONSIDERED AS EITHER BEING New York, NY 10 018 CAM FILE NO: 31 OF 31 APPPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. T#212-629-0850 F#212-629-0854