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HomeMy WebLinkAbout41586-Z �o�c,�EFOt,��oG Town of Southold 1/15/2019 g P.O.Box 1179 n 53095 Main Rd dy�o� ^Aao�€r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40170 Date: 1/15/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1600 Greenway E, Orient SCTM#: 473889 Sec/Block/Lot: 15.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/14/2017 pursuant to which Building Permit No. 41586 dated 5/1/2017 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: ONE FAMILY DWELLING WITH WRAP AROUND COVERED PORCH AS APPLIED FOR The certificate is issued to Halkidis,George&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0057 12-14-2018 ELECTRICAL CERTIFICATE NO. 18-46807 12-12-2018 PLUMBERS CERTIFICATION DATED 11-27-2018 G and Allain A 0- tho Signature �g11FF0�,�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • 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#: 41586 Date: 5/1/2017 Permission is hereby granted to: Halkidis, George 56-36 213th St Bayside, NY 11364 To: construct a new single family dwelling as applied for per DEC and SCHD. At premises located at: 1600 Greenway E, Orient SCTM # 473889 Sec/Block/Lot# 15.-2-7 Pursuant to application dated 4/14/2017 and approved by the Building Inspector. To expire on 10/31/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,540.00 CO -NEW DWELLING $50.00 Zspe 0.00 L Buil 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. �' k New Construction: Old or Pre-existing Building: (check one) Location of Property: (,go 0 C-t a-ewwf &`t House No. Street Hamlet Owner or Owners of Property: F!Z_ �e-6L )-�A Suffolk County Tax Map No 1000, Section C37 Block Z, Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applica t i nature Certificate of Compliance _................._..................................... ................................................................................................................. 'CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......................................................... .............................................................................................I........... CERTIFIES THAT Upon the application of Upon premises owned by Ryder Electrical George Halkidis 810 Deer Park Avenue 1600 Greenway East Dix Hills, NY 11746 Orient, NY 11957 Located at: 1600 Greenway East, OI•ient, NY 11957 Application Number* 18-46807 Certificate#: 18-46807 Electrical License#: 32427-ME Section: Block: Lot: Building Permit#: 41586 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Entire House Renovation A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard pro"'mulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of December 2018 Name QTY Paddle Fan- 15 Amp, 120V 2 Electric Heater Circuit-50 Amp, 240V 1 GFI Receptacle- 15 Amp, 120 V 9 ARC-Fault-20 Amp, 120V 2 Electric Heater Circuit-60 Amp, 240V 1 Incand. Fixture- 15 Amp, 120V 57 Smoke Detector- 15 Amp, 120V 4 ARC-Fault- 15 Amp, 120V 17 Electrical Inspector: Anthony Giordano r .l : �APPROVEDo PI 1 0 2019 i u, ' ` This certificate is not valid unless raised seal is present. Certificate of Compliance ....................................... ...... ......... ...... ..... .... ....................... .... ....... ........ ... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 CERTIFIES THAT Upon the application of Upon premises owned by Ryder Electrical George Halkidis 810 Deer Park Avenue 1600 Greenway East Dix Hills, NY 11746 Orient, NY 11957 Located at: 1600 Greenway East, Orient, NY 11957 Application Number#: 18-46807 Certificate#: 18-46807 Electrical License#: 32427-ME Section: Block: Lot: Building Permit#: 41586 Name QTY AC Blower- 15 Amp, 220V 2 AC Condenser-30 Amp, 240V 2 Combo SD/CO- 15 Amp, 120V 2 Duplex Receptacle- 15 Amp, 120V 43 Switch - 15 Amp, 120V 41 Electrical Inspector:Anthony Giordano _ �sA `❑w+�vAPP 4 D This certificate is not valid unless raised seal is present. t ' JAN 1 0 21)19 g<D so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 j Southold,NY 11971-0959 D LT BUILDING DEPARTMENT TOS OF SOUTHOLD JAN 4 2019 TOWN C7, so umn, ,,C-E,R T I F I-CATION Date:, November 27,2018 Building Permit No. 41 Owner: George Halkidis (Please print)- Plumber: Gerard Allaire (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Sig"n-a-ture')- Sworn to before me this 27th ---7--- 1 day of November 20 18 MARGARETMARY STROH Notary Publl%State of Now York No.01ST6137332 auallfied In Suffolk County Notar, lic, Suffolk —COLI[Ity, Commission Expires Nov.21,2021 �g(n SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION IST [ ] ROUGH PLEIG. [�J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fnknp, hCG op/ i fpl(m ` lzf-�- Qfff(hel IDVv' mow✓ RoW, S ul �r S o 1 owl DATE INSPECTOR �pF SOUjy Ole N o Oly00UMY,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLRG. [ Y11FRAMING OUNDATION 2ND [ ] INSULATION [ / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .[ ] ELECTRICAL (FI L) REMARKS: to I� I - Th 9 r DATE D 1 INSPECTOR Lk FSO 0 Uly�lo �'YOOUNi'I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL) REMARKS: no �- c DATE 0/1 INSPECTOR /'. t �\ so OF Ujyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r1M5& dA. US(ADl) i (*AVA Lai `5v Ls IV I 6� DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION R✓ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: ons DATE / 11 INSPECTOR I� I 1 Y �� BOE SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL A1,6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t f i111� bvAAM S �L" rw�-VGA� Ae4� �W* Y. U�L ff 6�b hc&L rn�c Om @dQ6 n4 45 NOUA VO4 ey, W, Sh;v Alm o � lwd ,&W94 b % 1,01 IWA m k�e uk OtvwoCA&L vlm� eDATrE INSPECTOR M 6� pF So//T TOWN OF SOUTHOLD BUILDING DEPT. Courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LA [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I �0! DATE I INSPECTOR /Q ilkl Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1600 Greenway E., Orient NY 11957 Test Date 11/30/2018 Building Permit#: 41586 H .,� UM mpliance Pathway Performance Test Completed by : Christopher Silvia1] r SNET Rater ID# 4150294 Home Energy Solution JAN - 4 2019 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 WN Building Envelope Tightness Volume Calculation : Check if.- Floor f•Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 2867 10 28670 ❑ Sealed Attic 2nd 2631 12.3 32361.3 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume _61031.31 ft. CFM @50 pa 3032 Air changes/hr@50 pa 2.98 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 2867 Leakage CFM @ 25pa 113 CFM/100 ftz CFA 3.94 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic • ------------------------- Floor Area 2631 Leakage CFM @ 25pa 76 CFM/100 ftZ CFA 2.89 Code Compliance: Pass System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: Christopher Silvia,Home Energy Solutions two.: z K.p . �X M. tr a r2f MWAU A FDA- • l�::u r � �►Jr 1. 1 • iYV w..1 ,�La''Ail1 � ' STATE • ! — Fag eY 1 -- gloom IMMM" MANS NEW M -- VIII IVA , -- n n r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDItiNG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health '-4 G S SOUTHOLD,NY 11971 4 sets of Building Plans -16 TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 St�6 Survey SoutholdTown.NorthForkxet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 1EC [EDV[E Flood Permit Examined ,20 DD Single&Separate Storm-Water Assessment Form I APR 1 4 2017 Contact: Approved ,20 Mail to: 650 P—flls AAL LL 1)3 Disapproved a/c �b X110 �aJ� �'�• . �H`�b`r0�s �°'g> pp �®UILDIIlTGDEII'To Phone: ��-225- y-9'b � t�3�`� Expiration Q� ( ,20� Building Inspector APPLICATION FOR BUILDING PERMIT Date 4/11 , 2017 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. 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 Pe it pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws rdinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as her 1 described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and re / at'o s,and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of ap i a or name,if a corporation) 56-36 213th St Ba si a Hills NY 11364 (Mailing a dress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises George Halkidis (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: 1600 Greenway East, Orient, NY 11957 House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 2 Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant I nt b. Intended use and occupancy Single Family Home 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 0 Rear 0 Depth 0 Height 0 Number of Stories 0 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 50' Rear 9n' Depth 88' Height 30' Number of Stories 2 9. Size of lot: Front 110' Rear 110, Depth 190' 10. Date of Purchase 2/7/14 Name of Former Owner County of Suffolk 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO VWill excess fill be removed from premises?YES NO 14.Names of Owner of premises George Halkidis Address 56-36 213th St,Bayside Hills, Y11onPNo 718-225-4493 Name of Architect Address Phone No Name of Contractor FOS Development Corp Address50-0125th Av,Woodside,NY 150ne No.718-204-1901 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT,,$MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 'V"y NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSerol kk ) CI<ori Ila I k I d iS being duly sworn,deposes and says that(s)he is the applicant (Name-6f individual signing contract)above named, (S)He is the 0 (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 +h day of A 2012 Notary ubli TRACEY L. ®WYEF3 Sign ure of Applicant N ARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2af John M.Bredemeyer III,President �®v S®(/��Ol Town Hall Annex ® Michael J.Domino,Vice-President 54375 Main RoadP.O.Box 1179 James F.King,Trustee v, Southold,New York 11971-0959 Dave Bergen,TrusteeYO Charles J.Sanders,Trustee ® Telephone(631)_765-1892 l�i` Fax(631),765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 23, 2014 Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932 RE: GEORGE HALKIDIS 1600 GREENWAY EAST, ORIENT SCTM# 15-2-7 Dear Mr. Anderson: The Southold Town Board of Trustees reviewed the site plan, supplemental materials supplied by the applicant consisting of a copy of the approved subdivision map for "Green Acres of Orient," a construction photo of the adjacent pond at the Board's 12/10/14 work session and a field inspection performed by the entire Board of Trustees, and determined the proposed construction of a single-family, two-story dwelling with a 2,800sq.ft. footprint, attached 720sq.ft. deck, new sanitary system and new driveway are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. We find that the activity proposed is exempt from the provisions of Chapter 275 of the Town Code pursuant to 275-4(g) in that a man-made pond exists on the adjacent parcel as defined by 275-2. The water body's history and dedication as a subdivision "leaching area" and the straight-sided steeply sloped embankment shoreline noted at the field inspection was devoid of any emergent freshwater wetland vegetation Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees 2 pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ohn M. Br demeyer III President, Board of Trustees JMB:amn T NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04372 PERMIT Under-the Environmental Conservation Law ECL - Permittee,and Facility Information Permit Issued To: Facility: GEORGE HALKIDIS HALKIDIS PROPERTY 1 COMMERCE ST 1600 GREENWAY EISCTM 1000-15-2-7 BROOKLYN,NY 11231 ORIENT,NY 11957 (646) 339-1463 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 730.204 NYTM-N: 4559.554 Latitude: 41'09'16.8" Longitude: 72'15'23.4" Project Location: 1600 Greenway East, Orient, SCTM# 1000-15-2-7, FWW 0-2 Authorized Activity: Construct a two story single family dwelling, deck, septic system, driveway, trench drain, drywells,water well, install a split rail fence and establish a non-disturbance buffer. All work shall be performed in accordance with the survey prepared by John C. Ehlers Land Surveyor last revised on 3/30/15, and stamped "NYSDEC APPROVED" on 6/2/15. Permit Authorizations Freshwater Wetlands -Under Article 24 Permit ID 1-4738-04372/00001 New Permit Effective Date: 6/2/2015 Expiration Date: 6/1/2020 Page 1 of 6 �r i Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04372 NYSDEC Approval By acceptance of this permit, the permittee agrees that the a it is contingent upon strict compliance with the ECL, all applicable regulations, all condi ns included as part of this permit. Permit Administrator:JOHN AELAND, De uty Regional Permit Administrator Address: NYSDE, GION ADQUART 1' SUNY S ONY OK150 CIR E ST B OOK, 11790 -340 Authorized Signat 1, Datea/ bt/ Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the,approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John C. Ehlers Land Surveyor last revised on 3/30/15, and stamped "NYSDEC APPROVED" on 6/2/15. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04372 4. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days-of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NYl 1790 -3409 5. Area Limits The limits of clearing, grading and ground disturbance line is equal to the proposed split rail fence, as shown on the approved plans. 6. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing, grading and ground disturbance line as described above. 7. Straw Bales Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end down slope of any areas of ground disturbance. 8. Straw Bales to Be Entrenched Straw bales shall be entrenched two to four inches into the ground. 9. Maintain Bales The bales shall be maintained,repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. The average useful life of a bale is approximately 3-4 months. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. 10. Fence Required A post and rail fence must be installed at the property as shown on the approved plans. The fence must be installed within 6 months of the submission of the Notice of Commencement. 11. Driveway Restriction The driveway must be surfaced with a pervious material. If not, a trench drain and drywell must be installed as shown on the approved plan. 12. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash,broken concrete, demolition debris, garbage, household refuse,tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 13. Runoff and Discharges Directed to Drywells All roof runoff and/or pool discharges shall be directed to drywells located as shown on the approved plans. 14. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. Page 3 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-04372 15. Equipment Storage 100' from Wetland, Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 16. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. 17. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 18. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time'and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04372 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,-modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04372 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 `w Scott A_ Russell 0`� ST O)IE���J[WAI,T]E)[_SUPERVISORSOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUrHOLD,NEWYORK 11971 Town offSouthol d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET APR 17 2017 (TO BE COMPLETED BY THE APPLICANT) -- -- o -S--T1US---PROJECT—FIST® P—THE— LLOWING.— -----=- -- --- (CHECK ALL THAT APPLY ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. FA❑ B. Excavation or Tilling involving more than 200 cubic yards of material within any parcel.or any contiguous area_ ❑El C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Lj F1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted on._FIRM Map of any watercourse.. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Departmeni.._ndLh_youur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) - S.C.T.1VI. = 1000 Datr. District �J (..� NAME C�U � G� IM4_1 >�1 15 f / 1 —17 w„ter. Section Block of FOR.BU,LDI�G DEPARTN- NT t _E 0N'L1' Contact Information .TIrpl..r W nOn' Reviewed By: - - — — — — — - - — — — — — — — Date: Property Address / Location of Construction Work= — — — — — — — — — — — — — — — — — Approved for processing Building Permit- Stormwater Management Control Plan Not Required. Stormwater Manageinne„; Control Pfa;t� (Forward to Engineering Department for Review) FORM ' SMCP - TOS MAY 2014 I APPLICANTIIS Wromrl-Owner,Design Pro(ession,l,Agent,Conrrietor,Other) S.C.T,M, °' 1000 VOW Ci 1 ER 23 --t - b,Osok -+ Stormwater Management control Plan CHECK LIST NAME (�— kAy4AI section Block Lot S M C P -Plan Requirements: Provid ONE copy of the Building Permit Application. Gc rt6 1 Date: o * The applicant must provide a Com tete Explanation and/or Reason for not providing all Information that has been Require by the following Checklist! I. A Site Ian drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Itpm, Please Provide ,Justification Here! �I1ow I of the following items: YES NO NA g � If you need additional room for explpnatlons, Please Provide additional Paper. a. Location & Description of Property Boundaries b, Total Slte Acreage, c. Existing - Natural & Man Made Features within 500 L,F, DRAINAGE rN3PFMijNSjARE REEft—)IRED of the Site Boundary as required by §236-17(-1(2), on ac ngtnee ring t 765-1560 before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ac t , UR Provide Engit eees Certification e, Limits of Cleal•ing & Area of Proposed Land Disturbance. V that the deainage ha be n installed to Code. f. Existing & Proposed Contours of the Site (Minimum 2'intervals) g. Location of all existing & proposed structures, roads, ' driveways, sidewalks, drainage Improvements &utilities, Vj h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, APR 9 a will I. Location of proposed Swimming Pool and discharge ring. p O o L j. Location of proposed Soil Stockpile-Area(s), k. Location of proposed Construction Entrance/Staging Area(s). • I. Location of proposed concrete washout area(s). m Location of all proposed erosion&sediment control measures, EROSION &SEDI e Sio"mwater Management Control Plan must Include Calculations showing Shall in that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch r rainfall /storm event. !141ire Backed silt ;P , 3 Details&Sectional Drawings for stormwater practices are required for approval, licros requiring details shall include but not be limited to: j a Erosion & Sediment Controls, b C'onstructton Entrance & Site Access. f� 1 c. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) d. LeachingStructul•es (e.g, infiltration basins,swales,etc.) i )I; t..NC;!i�'l:.i::lt.INC; i:) Ift"I'1v'IE:N"I' I.JSE ONLY �v�*. .. . ._ ,.. I: ..__..:_... :::::::::. ........:_:..:�::;:; .:-; � -. ,��.:__: - .. . i Additional Informal ion is Required. Reviewed & 1 a Stormwater Management Control Plan is Not Complete. Approved By: r Stormwater Manag meet Control Plan is Complete, ,� Date. -ZB. 7 ® SMCP has been app oved by the Engineering Department. I FORM " SWCP Check List -TOS MAY 2014 ! z COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES .LAMES L.TOMARKEN, MD MSW,MPH,MBA, FRCPC, FACP COMMISSIONER September 6, 2016 Mr. Geowe Halkidis 50-0125' Ave., Suite 110 Woodside, NY 11377 Subject: Board of Review Hearing—August 18, 2016 R10-15-0057 — Property of Halkidis — e/s Greenway East, 596.11 ft. n/o Park View Lane, Orient—t/o Southold—SCTM: 1000-01500-0200-007000 Dear Mr. Halkidis: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Verity truly your1�s, "hou - V/t P,- Patricia A. Floria, P.E. Principal Public Health Engineer Chair, Board of Review Enclosure C: Board of Review File— Yaphank Mr. Edward Lyons—Reviewer Mr. Andrew Freleng—Planning Department Ms. Lauretta Fischer—Planning Department Suffolk Environmental Consulting Mr. Salvatore Ferrara, Architect IVe Division Of Environmental Quality o Board Of Review a 360 Yaphank Avenue,Suite 2B o Yaphank NY 119800 4�. � Phone(631)852-5801 Fax(631)852-5825 i C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Dr iSION OF D+NVIRONNdENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: James L. Tomarken,MD, MSW,MPH,MBA, Commissioner From: Patricia A.Floria,P.E., Chair, Board of Review Subject; Findings and Recommendations of the Review Board Regarding: R10-15-0057 — Property of Halkidis—els Greenway East, 596,11 ft. n/o Park View Lane, Orient—t/o Southold—SCTM: 1000-01500-0200-007000 Hearing Date: August 18, 2016 Board Members: Mary LaFlair, Walter Petrule Reviewer:Edward Lyons Statement of Problem Residential construction standards require that the distance between sanitary leaching pools and surface waters be at least 100 feet. The applicant is proposing to install a new sewage disposal system to serve a single-family dwelling that does not conform to standards in that the leaching pools are less than 100 feet from surface waters, Findings and Facts 1. The applicant is proposing to construct a new single-family dwelling on a vacant parcel having an area of 20,900 square feet(so, 2. The new dwelling is to be served by an on-site well and an on-site sewage disposal system designed to accommodate a four bedroom dwelling. 3. The parcel is located in Groundwater Management Zone 4, and consists of one lot on the 1981 tax maps. 4. The parcel is also known as Lot 28 on the subdivision map of Green Acres at Orient, approved by the Department on December 29, 1961. 5. Soil conditions are acceptable, with 1 foot of brown loam, 2 feet of brown silty sand, 5 feet of brown silty sand with 10% gravel, and 9 feet of pale brown fine to coarse sand to 17 feet. 6. Depth to groundwater is 8.3 feet below grade, at elevation 2.7 feet above mean sea level, as per the submitted test hole, 7. Groundwater flow direction is to the north towards the Long Island Sound as per the groundwater contributing areas and source water assessment maps prepared by Camp Dresser McKee {CDM} in 2009, as part of the Comprehensive Water Resources Management Plan (CWRMP)for Suffolk County. 8. Because of the size of the property, the presence of existing structures surrounding'the subject parcel, and surface waters adjacent to the south, there is no location on the property for installation of a sanitary system that would maintain 100 feet from adjacent surface waters while also maintaining the minimum required 150 foot separation distance to existing and proposed private wells. f e James L. Tomarken, MD, MSW,MPH,MBA, Commissioner Hearing Date August 18,2016 Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0057 — Property of Halkidis—e/s Greenway East, 596.11 ft,n/o Park View Lane, Orient—t/o Southold—SCTM: 1000-01500-0200-007000 9. At the time that the subdivision map was approved, Department standards permitted sanitary leaching pools to be located 50 feet from surface waters. 10. The proposed sewage disposal system for the new dwelling is to consist of a 1,000 gallon septic tank and five 8-foot diameter by 3-foot deep leaching pools, with area for two future expansion pools. Leaching pools are proposed to be 3 feet above highest expected groundwater, in accordance with current Department standards. 11. The proposed sanitary leaching pools are located as close as 92 feet from surface waters adjacent to the south,where Department standards require a minimum 100 foot separation. 12.The Board notes that sanitary system has been located in order to best match neighboring well and sanitary locations, while maximizing the distance between the sanitary leaching pools and surface waters. 13, It was indicated during the hearing that the surface waters to the south are the result of a use as an irrigation pond used in conjunction with agricultural operations in the surrounding area, 14. During the hearing, the Board indicated that because the system was located in the rear yard, it would be preferable to install the expansion leaching pools at the time of initial construction. The Board further inquired as to whether the sanitary system design could be modified slightly to locate the septic tank closer to the dwelling, and possibly piped to better divide the sewage flow to the leaching pools. The applicant's representative indicated that those modifications could be made to the proposed sewage disposal system, 15. The sanitary system meets all required separation distances to existing and proposed private wells. 16, The proposed private well meets all required separation distances from sewage disposal structures. 17.The applicant has received a NYSDEC Wetlands Permit, a'Town of Southold Trustees'Wetlands Permit. Determination It was a 3 to 0 determination of the Board to grant the requested variance for the new on-site sewage disposal system, provided that the expansion leaching pools are installed at the time of initial construction. Although the separation distances will be Iess than those required by standards, the proposed sanitary system is located in the best possible area of the property, and will include a septic tank and leaching capacity designed in accordance with current standards, with leaching pools located 3 feet above groundwater, The direction of groundwater flow and proposed separation distances are such that the proposed on-site sewage disposal system is not expected to adversely impact the adjacent surface waters. 3dmes L.Tomarken, MD, MSW, MPH, MBA, Commissioner Hearing Date August 18,2016 Subject: Findings and Recommendations of the Review Board Regarding: R10-15-0057 — Property of Halkidis—e/s Greenway East,596.11 ft. n/o Park View Lane,Orient—t/o Southold—SCTM: 1000-01500-0200-007000 The granting of the requested variance is not a formal approval to construct a dwelling or to install or utilize a well or sewage disposal system on the subject parcel. Rather, it is a determination on the specific variance requested, based upon factors noted in §760-609 of the Suffolk County Sanitary Code (Sanitary Code). In compliance with §760-609A(1)(a), granting of the variance is in general conformity with the Sanitary Code. The variance should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760-609A(1)(b). The variance will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, direction of groundwater flow, and site-specific physical conditions,and as such, is consistent with criteria specified in§760-609A(1)(e). As per §760-609 of the Sanitary Code, the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health,safety and welfare, �� ao_- September 6,2016 Patricia A. 11oria,P.E. Chair—Board of Review y�l,w o�aoaf Fot,�cPG Town Hall Annex y Telephone(631)765-1802 54375 Main Road cwt Fax(631)765-9502 P. O. Box 1179 y Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 4 t 4 l -J- Owner: - Owner: (��eo- jec s 1'�A LX-A-T�'5 Location of Property: � u o Q Please take notice that the (check applicable line): New commercial or residential structure ,Addition to existing' commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) / Roof framing (R) ✓ Floor androof.fr m' (FR) Signature: Name (person submitting this form): T) Capacity(c eck applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 \ ?�f{'.� ��nr•,�, S�v {.�rt :"ri�x'4"' k a'�..*� �r�r+q�✓�'� S f ,fit, ,` .. ,�.•�. 4 a ,s "�ia'" i b' ' '>� T 'g""��'' ^arp �" r fY?'�•,'* " 'F ti N<f iL^...r'x+l�s,4,a�'st ..`t,�`.✓ .' -a' tL4�, errs' xW�„� all Fm Ell 211 zr FLOOR FRAMING, RNCLUDING GORDERS AND BEAMS ROOF FRAMING FLOOT AND ROOF FRAMIJ ��y't ,tii•'4 @` y�L,�„ i'v2��t''�'^,4'" r, '''�� d�. �'z r-y 7t a i r t '•k�.� s1s tf i SLG S S���� N �& 2S 5'x" 34.17 :3i` wh•�+iC ( �j I•`L�? ! � i�at �' rt.0 r ' d �'�� r�.IPl�4 ��4�PS ': r , 11 i TITLE NO: F17-7404-104298-SUFF District: 1000 j Section: 015.00 i B1ock:02,00 i Lot: 007.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF i SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties inunediately adjoining and finds: i SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth, FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by George Halkidis and Irene Halkidis, as Tenants by the Entirety and lis/her predecessors in title since prior to 4/1/1957 except as follows: I (see attached chains of title). I No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. i I Dated: March 6, 2017 FIDELITY NATIONAL 4ITLE INSURANCE SERVICES, LLC j JEAN DUVA Sworn to before me this 6`h day of March, 2017 Not L Pu l�c MARY R CATALOG Notary Public,State of New York 69 Qualif erl Itl Sli folk County CotY11l1IZO.a Expires i TITLE NO. F17-7404-104298-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: I That he/she has had a search made of the records of the County Cleric of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-015.00-02.00-007.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SU B.I11iCT PREMISES: 1000-015,00-02.00-007.000 i i Edward W. Latham and Howard S. Latham, Liber 1185 cp 462 as Executors of the Last Will and Testament Dated: 01/25/1926 of Emeline C. Terry, late of Orient Point Rec'd: 04/26/1926 TO (premises and more) Charles C. Ryder i Charles C. Ryder died a resident of Suffolk County on 11/22/1954, Surrogates File No, 6 P 1955, leaving all to wife Millicent F. Ryder. Millicent F. Ryder died a resident of Suffolk County on 07/28/1955, Surrogates File No. 226 P 57. i Charles E. Ryder, as Executor of the Liber 4819 cp 319 Last Will and Testament of Millicent F, Ryder, Dated: 05/31/1960 deceased having been appointed by surrogates Rec'd: 06/03/1960 Court of Suffolk County on 05/14/1957 (premises and more) TO Greenway Realty Corporation Greenway Realty Corp. Liber 7485 cp 275 TO Dated: 07/19/1973 ; John T. Guerriere and Marilyn Guerriere,his wife Rec'd: 07/31/1973 FIDELITY NATIONAL T E INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 6"' day of March,2017 Otal�y PLl�� J MARY B.CATALDO Notary Public,Stato of New York Flo.5097569 2 Clu311h8d in Sullolk County Commission Expires - ) 1 John T. Guerriere and Marilyn Guerriere Liber 10442 cp 332 TO - Dated: 09/17/1987 John T. Guerriere Rec'd: 10/31/1987 John T. Guerrier Liber 10938 cp 462 TO Dated: 08/16/1989 Barbara Kern Rec'd: 09/27/1989 Sale of December 2008 Taxes assessed to Barbara Kern. Angie M. Carpenter, as County Treasurer Liber 12638 cp 372 TO Dated: 09/22/2010 County of Suffolk Rec'd: 09/23/2010 County of Suffolk Liber 12764 cp 182 TO Dated: 02/07/2014 George Halkidis and Irene Halkidis, Rec'd: 02/20/2014 As Tenants by the Entirety. LAST DEET) OF RECORD PREMISES NORTH: 1000-015.00-02.00-006.000 Edward W. Latham and Howard S. Latham, Liber 1185 ep 462 as Executors of the Last Will and Testament Dated: 01/25/1926 of Emeline C. Terry, late of Orient Point Rec'd: 04/26/1926 TO (premises and more) Charles C. Ryder Charles C. Ryder died a resident of Suffolk County on 11/22/1954, Surrogates File No. 6 P 1955, leaving all to wife Millicent F. Ryder. Millicent F. Ryder died a resident of Suffolk County on 07/28/1955, Surrogates File No. 226 P 57. FIDELITY NATIONAL TIULE-INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA j 6t" day of March, 2017 �o ary Pu a' - \`� MARY B r,ATAI-DO Notary Piiuli�,Stats of New York 3 No.75037569 Qualified in Sul olk County Commission Expires AQ f i Charles E. Ryder, as Executor of the Liber 4819 cp 319 Last Will and Testament of Millicent F. Ryder, Dated: 05/31/1960 deceased having been appointed by surrogates Rec'd: 06/03/1960 Court of Suffolk County on 05/14/1957 (premises and more) TO Greenway Realty Corporation I Greenway Realty Corporation Liber 7253 cp 276 TO Dated: 09/26/1972 Glen F. Carr Rec'd: 10/02/1972 i Glen F. Carr Liber 7699 cp 579 TO Dated: 08/17/1974 Francis A. Carr and Dorothy A. Carr, Rec'd: 08/22/1974 his wife Francis A. Carr died a resident of Suffolk County on 02/01/1984, Surrogates File No. 106 B 1984. Dorothy A.Carr surviving spouse,died a resident of Suffollc County on 08/04/1996,Surrogates File No. 2032 P 96. Glenn Carr, as Executor under the Liber 12247 cp 710 Last Will and Testament of Dorothy A. Carr, Dated: 01/30/2003 deceased, Suffolk County Surrogates Court Rec'd: 04/23/2003 File No. 2032 P 96 TO Panagiotis Frangopoulos, Fotini Frangopoulos, as husband and wife, as to 2/3'd interest and Gerasimos Frangopoulos, as 1/3`d interest, as Tenants in Common No proof of death for Panagiotis Frangopoulos in Suffolk County Surrogates Court, LAST DEED OF RECORD—As to 1/3 rd Interest FIDELITY NATIONAL ITLE INSURANCE SERVICES,LLC i , Sworn to before me this JEAN DUVA 6"'day of March,2017 Not y Publi� �r ` - MARY B CATALD0 Notary Public.State of New York 4 No 5037569 Q0`111"M u1 `-;ufiolk County C0111nil';slon Expires Fotini Frangopoulos, individually and as Liber 12703 cp 277 the surviving tenant by the entireties of Dated: 05/24/2012 Panagiotis Frangopoulos, deceased, as to her Rec'd: 08/27/2012 2/3d interest TO ! Gerasimos Frangopoulos I Subject to a Life Estate of Fotini Frangopoulos. No proof of death for Fotini Frangopoulos in Suffolk Surrogates Court. LAST DEED OF RECORD-As to 2/3"' Interest PREMISES EAST: 1000-015.00-02.00-015.007 Marion L. Edwards heir at law of Agnes T. Latham, Liber 2204 cp 258 Late of Orient Point Dated: 03/18/1941 TO Rec'd: 12/01/1941 Irving C. Latham,the only other heir at law of (premises and more) said Agnes T. Latham, deceased Irving C. Latham Liber 6186 cp 34 TO Dated: 07/14/1967 Jacob Zucker Rec'd: 07/17/1967 (premises and more) Jacob Zucker Liber 7500 cp 244 TO Dated: 09/26/1973 John S.Rozansky and Gloria Rozanslcy,his wife Rec'd: 10/01/1973 (premises and more) No proof of death for Gloria Rozansky in Suffolk Surrogates Court. John S. Rozansky, as surviving tenant by entirety Liber 12165 cp 373 TO Dated: 01/04/2002 Amelia Mendoza Rec'd: 01/25/2002 LAST DEED OF RECORD , (premises and more) 4� FIDELITY NATIONAL T LE INSURANCE SERVICES,LLC _ Sworn to before me this JEAN DUVA,f` 61 day of March, 2{017 ota Public MARY B CAT^,I np1O 5 Notary Ptiblic,���:E:of IFQwYork NO '30111 1.-)(;9 OunliFt-.d tr Snttolk County Commission,Eq- ires i PREMISES SOUTH: 1000-015.00-02.00-008.000 I Edward W. Latham and Howard S. Latham, Liber 1185 cp 462 as Executors of the Last Will and Testament Dated: 01/25/1926 of Emeline C. Terry, late of Orient Point Rec'd: 04/26/1926 TO (premises and more) Charles C. Ryder Charles C. Ryder died a resident of Suffolk County on 11/22/1954, Surrogates File No. 6 P 1955, leaving all to wife Millicent F. Ryder. Millicent F. Ryder died a resident of Suffolk County on 07/28/1955, Surrogates File No. 226 P 57. Charles E. Ryder, as Executor of the Liber 4819 cp 319 Last Will and Testament of Millicent F. Ryder, Dated: 05/31/1960 deceased having been appointed by surrogates Rec'd: 06/03/1960 Court of Suffolk County on 05/14/1957 (premises and more) TO Greenway Realty Corporation Greenway Realty Corp. Liber 6689 cp 550 TO Dated: 12/01/1969 Pettys Bight Association Inc. Rec'd: 01/14/1970 LAST DEED OF RECORD (premises and more) PREMISES WEST: GRI ENWAY EAST FIDELITY NATI /N TITLE INSURANCE SERVICES,LLC i Sworn to before me this JEAN D YA 6"' day of March, 2017 N taffy Pu�l'c MARY 8 CATALDQ {Votary Public,State of New York No. 5037569 Qualified in Suffolk County Commission Expires 1^' ��p 6 SURVEY O E LOT 28 N ON A CERTAIN MAP ENTITLED "GREEN ACRES AT ORIENT" DRAINAGE INSPECTIONS ARE REQUIRED e FILED IN THE SUFFOLK COUNTY CLE '5 OFFICE ON Contact TOS Engineering at 765-1560 before APRIL 13, 19G2 AS MAP NO. 3540 Backfill, OR Provide Engineer's Certification 51 T U ATE : ORIENT' that the drainage has been installed to Code. TOWN : 5 0 U T N O D EROSION &SEDIMENT CONTROLS 5U EEO LK CO U N NY Shah include but not be limited to: `7 A well maintained Construction Entrance, SURVEYED 05-05-2014 Aire Backed Silt Fencing, stabilization& PROPOSED ACTIONS 08- 13-2014 Seeding of exposed and/or inactive soils. UPDATED 03-30-2015 AMENDED SEC, INC: 01 -2G-201 5 MAIN HOUSE INVERTS NOT TO SCALE 5%SLOPE MAX FF ELEVATION 13 0 20'MIN FROM LOCKING CAST SUFFOLK COUNTY TAX # LEACHING POOLS OVER TO GRADE 1000 - 15 - 2 - 7 —Z� 5%SLOPE MAX EL=1 O. GRADE EL=I 1 O CERTIFIED TO: l'MIN z'MA INv=8.2 1Nv=9s NV INV-7.5 I =7.7 I/8°PER FOOT I/4°PER FOOT s'DIA x z'EF 1000 GALLON DI5TPo8Uf10N POOL SEPTIC TANK GEORGE HALKIDIS —GRAND WeTER_E1=2 7 — — WELLl APPROVAL OF STOR WATER MANAGEMENT � 0 C010rROL P - oar Cod 27 Date,: 7 r Z I Approved by: DWELLING C IN REAR rn t?T� �� X I r I FE. 1 .4 N 00 EL.=1 2' FE. 0,41 N L.P. L.P. N630 I1150"t E.P. L.P. O LING / EL.=1 21 E.P. f— D.W SILT FEN O O Z 18.0 �� PROP �, 713 o / oPSo►� 70.0 SEPTIC Z _ OCKPIL.E 1O�O -n9.T. = O rrrn 7 rn 0 r 1 - 6 7a OgQ b1 `� o-t PROPOSED p np r �' m G ➢ 70 Cl rn / � � Zi�tro i2 STOOOM RY/ � 7<rn 1 I � Z O z � / DIN ��0 4Fp�ME NOU5E � z➢ � z � 0 7a 0 C) _-- - G� �1- _ G� O D / rn O - -- NI �O cn 70 70 R P. �P���/. D.W i 11 LOT 2`� hAYBALE AND OR SILT FENCING I _ WELL I ct W LLQ IL FENCE SPLIT RA I O � PROPOSED I v ' I Q l I I v Iib NON DISTURBANCE 1 BUFFER 1 11 pp l C O Q HeOSLTt ➢ --AX Q .X t f // I t EL.=10' EDGE OF WETLANDS EL.=►O' 5830 1 150 DRAIN "MADOf GREEN ALf ICRE5 AT NG AKfA ORIENT° P5 PER"MAP VACANT C3� ZONE R-40 COVERAGE CALCULATIONS PROPOSED HOUSE= 2,800 Sq. Ft. or 13.4% PROPOSED DECK= 720 5a. Ft. or 3.4% PROPOSED COVERAGE 3,520 Sq. Ft. or I G.9%D MAX. ALLOWABLE 4, 180 5q. Ft. or 20% DRAINAGE SYSTEM CALCULATION5. ROOF AREA=2,80052.Ft. 2,800 Sq.Ft.X 0.17=47G 7G/42.2= 1 2 VERTICAL FT OF 8'DIA.LEACHING POOL REQUIRED McDONALD GE05CIENCE 78.14 PROVIDE(3)8'DIA.x 4' STORM DRAIN POOLS TEST HOLE DATA EL-I C' BROWN LOAM OL A ,{[/ I V\/ LA� DRAINAGE SYSTEM CALCULATIONS. v ` �f DRIVEWAY AREA= I,000 52 Ft BROWN SANDYSILT ML I Ifs` 1.000 5q.Ft.X 0.17= 170 - -3' 170/42.2=4 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED W TO IY1 Oto NDYSILT SM / ) PROVIDE(1)8'DIA x 4'STORM DRAIN POOL -8' PALE BROWN FINE SW 99,f 8 D E C (// - -8 3' TO COARSE SAND �®PIS Arty NOTE.DRIVEWAY TO BE PITCHED TO DRYWELLS AND TRENCH OF MM ISS�aP.,�, DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY WATER IN PALE BROWN SW 00NMOW OF QD t4,®/ FINE TO COARSE SAND .1- /� gg 0'�{�7 �7 J � EDGE OF WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL SERVICES 10-10-2014 COMMENTS WATER ENCOUNTERED 8 3'BELOW SURFACE NOTFS C. "Unauthorized alteration or addition to o survey MONUMENT FOUND I O 1 1 I E h LE�S LAND S U�VEYO map bearing a licensed land surveyor's seal is e J I v {� (�` violation of section 7209, sub-surveyor 2, of the PIPE FOUND { �i� �yv New York Slate Education Law' -X—X- CHAIN LINK FENCE lY` "Only copies from the original of this survey marked with on original of the land surveyor's stomped seal shall be considered to be valid true copies" G EA5T MAIN STREET N.Y.S. LIC. NO. 50202 Cert"aa,any indicated hereon signify that this ,� survey was prepared in accordance with the ex- Area = 20,900 Set. Ft. RIVERHEAD, N.Y. 11901 3G9-8288 Fax 3G9-8287 fisting Code of Practice for Land Surveys adopted by the New York Sloe Association of Professional Area = 0.479 Acres Ta- j ry1 e- Land Surveyors Said certifications sholl run only Ion(I15landland5urve or.com �� O to the person for whom the survey is prepared, GRAPHIC SCALE 111= 0' J ��n Irl C�� and on his behalf to the title company, governmen- U� tot agency and lending institution listed hereon, and i v �i� o the assignees of the lending institution Certihca- 14-129 DWG I OF 3 ?�hPJD L! Mons are not transferable to additional institutions I An 5 U RV EY Of LOT 28 a 3AI303H N ON A CERTAIN MAP ENTITLED "GREEN ACRES AT ORIENT' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON 4 E APRIL 13, 1962 A5 MAP NO. 3540 5ITUATE: ORIENT � TOWN : SOUTH OLD s 5UFEOLK COUNTY, NY 5URVEYED 05-05-2014 PROP05ED ACTIONS 08- 13-2014 UPDATED 03-30-2015 AMENDED 5EC, INC: 01 -2G-2015 MAIN HOU5E INVERTS PROP05ED REVISED 08-21 -2015 5%SLOPEMAX NOT TO SCALE FPElEVaTION 14;a PROPOSED REVISED 03- 14-201 G f>'"2L act;N FROM LOVER TO GRADE 59;SLOPE MAX GRADE EL-12.0 5UFFOLK COUNTY TAX# '""-'°3 - 'Nv®"- 000 - 15 2 / 1/8° PER FOOT 6 L/4°PER FOOT CdA zs'ef. IWOGALLON DgIFJBUNON POCf. SEPTIC TANK CERTIFIED T0* -�"3•u—N — — — — — _ — ,.- GEORGE HALKIDIS WELL SUFFOLK COUNTY DE?ARTh1EN OF HEALTH SERVICES APr�ROV DE MINATION DATED � 3� ERM(T FON APPROVAL 0- CONSTRUCTION FOR A LRE'VIF-w 31yGLL'' FAMILY RE IDE NCC ONLYLO.f 27 i tEXOAvAnON I _EG'now REQ11Mt�D ! FOR NI ARY SYSTBM G DWtttiNG BY H��A DEPAR thlT DA Eq(d2311- EF 0957`1�7�09J'T SEPT{C AP RDVCR) _ �.�.� C O 0 L FE. 1 4'N EL. 12` FOR .AX11+U i C},=_kf BEDROOMS c � � 50t1�re. 0.4'N 'ter --- L P. L.P. L.P. EX IRES�THREE Y RS FROM DATE OF Aplw 1 _ --��- - --" � E.P. E.P. O -- -� _ Y 20' MIN. L.P. t"�'y. -"`.r �A-�""�,ALE ANr)9 gTOOP D.W / �, L.P. 6� � �� D.w StLc ffNCt It Q QROP. 3 ; �SEPTIC, v /TOPS v z ST�KPO� + f/ �a.ar N y.,7 �y o -- R rn r` dl 11 GOO SP cv �"' N� PROP05ED 1 o r ` i,w 2 gTOCZY !,. 2.0 , �� 1 I a ren rn -- cliz � 0��,,,x�r % q 6EOROOM f 1 I -+1 r -�z a 2 a /FRAME"OU w O� 8 ' N I 1� nlrn �_ z 10 70 r Z 10 0 �--Ul 0 �9 , 0 t�. \ \w / f R�.9.t7 ra rn p ° � �, N e',a, 7n N .�\ D.W + 70 O -arc - - _V \ -�`9-n -� W LLP C,O EREfl` L t t1AY6ALE- 1�Q� LL,T, f CE� �� WELL „__! --- -a� PROPOSED)5PLIT fZA O Zee � :< / ��, f`��' ` 1//l`�' `� pI5TUR6At3CE �i� r`�/ J,f`r� NON BUFFER/ rte '~ f fpr"v' .^'f ,�.✓ � i 1 4 / , ,f J � / i O f"`fEST ti?,/f j 1 V' O II EDGE OF WtTLAND5 3 - 01 1+50 W r 58 - `O 1OPOND At GM ACRE��ORIF A9 _F VACANT°MAP VACANT ul ZONE R-40 C9 COVERAGE CALCULATION5 jj,Aja LATEL PROPOSED HOUSE= 2,765 5q. Ft. or 13.2% PROPOSED PORCH= 1 "278 5 Ft. or G. I%D PROPOSED COVERAGE 4,043 5q. Ft. or 19.3% ! MAX. ALLOWABLE 4,180 Sq. Pt. or 20% RAINAGL SYSTEM CALL ULATICN5: ROOF AREA-2.7655!.Ft, / 2,765 5a.Ft.X 0.17 471 McDONALD CZ050ENCE 7.814 ff 471/42,2- 12 VERTICAL FT.OF&DIA,LEACHING POOL REGUIRED TE$T_HOLE EL-117 ROVIDE(3)8'DIA x 4' 5TORM DRAIN POOLS BRAWNLOAM OL w VjfW BRAWN SANDY SILT ML B 5 GIQfv51�lT 5M PALE BROWN FINE SW -6.3 TO COARSE BAND NOTE:DRIVEWAY TO ESE PITCHED TO ORYWELLS AND TRENCH WATER tN PALE BRA51?7 SW DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY PINE TO COARSESAND EDGE OF WETLAIIDS AS DELINEATED BY SUFFOLK ENVIROUNIENTAL SEP,VICE5 10-)0-2014 -17' COMMENTS:WATER ENCOUNTERED 8.3'BELOW SURFACE DRIVEWAY TO Elf-PERVIOUS Nnrp5• -Unoulhcmlied olletalion or ddddion to a survey PIPE FOUNT FOUND JOHN C. E H LE R5 LAND 5 U RV EYO R of "F�v mop bearing o Itiensed rand ate Col is seal I.c o 0 PIPE FOUND viaralion of aeclian 7209,sub-d,dsian 2,of the -X—X- CHAIN LINK FENCE ����(�°EEC: N- New York State Clot Ibis urn O ���� 'Only -.1h from Ice at the or Icy turvey marked vdc an anginal of Inp loud surveyar a slamaed secd;hop be consIdered to be wild true .i. cobies' ELEVATIONS WEVINCE NAVD 1988 G EA5T MAIN 5TREET N.Y.5. LIC. NO. 50202 * ; 7s 'Certi itolkn,lnd�.Wd hereon sig ity that lhm 1! j survey was prepared m accordance with the ex- Area = 20,900 5q. Ft. RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 tsli g Cade or Pio IKe lar Land Sarveys adopted e x �� c Q" by the flew York Slate As=;;ohon of Professond Area = 0.479 Acres �O Lind surveyor+ Said ccrtitcahons shall run only GRZAPHIC C I a. 30 Ion jdandland5urveyor.com O<01 20 ��. la the Pe=ts,far Man the prvyy 9o, Ta"- and On his behalf to the tdla Com on ��� tat agency and fending inslllulfon listed hereon,and 14- 29 DWG ! OF 3 °LAND o the ass ghees of the lending msfifullDn Cerhhco- Elena are nal lransteroble to odif fianal inslNulwna r DSURVEY OF D (� ' D LOT 28 D ``'��0 � I OCT 1 0 2017 MAP OF D GREEN ACRES AT ORIENT OCT 10 2017 ! 13UMDING DPM FILE No. 3540 FILED APRIL 13, 1962 TOWN OF SOUTHOLD SITUATE LOT z7 190.00' zm t ORIENT BUILDING DEPT. TOWTOI+SOUTHOLDTOWN OF SOUTHOLD N BF 11 '50" E zm CHAIN LINK FENCE FENCE SUFFOLK COUNTY, NEW YORK 0.9'N. d rn S.C. TAX No. 1000-15-02-07 to . -P SCALE 1"=30' °d o CNC.. MON. �o j SEPTEMBER 29, 2017 Z 74.0 v O a � y O 76.0' --I� rn 33.5_ — w 2 STORY FRAME HOUSE 20 048 ' __ — — — �, AREA = . 00 c. ft. DD CONSTRUCTION = �Z 0.480 ac. ° 2.0' UNDER m a\ LOT 28 m ° p 18.0 o 16.0' o _ 70-91 a OVER - - II � ROOF H --�-� ° m -- I Iwrn _`� DISTURBANCE BUFFER ° to NON- o WELL I �I c o I A4 ; Im o, ts EDGE OF C�FARING I FENCE O e I I o O d ° ' I e ° ° O I O FOUND EDGE OF WETLANDS , PIPE i 190.00 A d e S 83°1 1,50�, W LEACHING AREA PREPARED IN A CORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° POND & BY THE L.I.A.L.S. AND APPROVED AND ADOPTED a FOR SUCH USE 6Y-;rHE" JE?W Y.QRK STATE LAND TITLE ASSOCI ON xe OF 1%�-Pk� Ln to 7� j sv I N.Y.S. Lic. No. 50467 `i UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF III SECTION 72OF THE NEW YORK STATE 09 EDUCATION LAW. Nathan T of t Corwin LA i �1 T /, COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor H . �Jr1 NE THE LAND SURVEYOR'S INKED SEAL OR vT JLJ 1 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE 631)727-2090 FOX (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 37-275 Q'Ta osg®&U0y SURVEY OF " `EC ''� ,7 LOT 28 610e p _ N drMAP OF GREEN ACRES AT ORIENT aFILE No. 3540 FILED APRIL 13, 1962 LOT 27 190.0C Zm a SITUATE �m ORIENT N B3- 11 'S p" E �? CHAIN LINK FENCE FENCE TOWN O F S O U T H O L D Z rn 0.9 N. D SUFFOLK COUNTY, NEW YORK a " O FO ° S.C. TAX No. 1000-15-02-07 UND � CONC. MON. ° ° ° �" ° a GRAVEL o A 1 Z RW+ELL ° C20NO.AIR UNITS ° CESSPOOLS o o 2 SCALE 1"-30' 4 400 d e O �F�, ° D Iot OLD-4— 74.0 W5°TEOPs SEPTEMBER SEPTEMBER 018 29, 2017 OSURVEY ° ° �` � ° °° w CLEANO N O NOVEMBER 24, 2018 FIELD MEASURE SEPTIC SYSTEM COVERS D p a ° �F W — X11 O�< �`o��eC335— �' w 2 STORY FRAME HOUSE 20' — 760' STANK « m rT1 a AREA = 20,900 Sq. ft. �� _ 0.480 cc. O 9 a a o m r ° rn a z�3 co d � L�°° 40.0 m LOT m o ?�. „ 9.0' DRw+ELL � NOTES: ° � �y " ,So N tfio — — �' 1. DRYWELL LOCATIONS PROVIDED BY OWNER. L J d ° d 9��v 9.0 m 18.0' 0 16.0' B ——— ?O a' ———— eo 2. SEPTIC SYSTEM COVER LOCATIONS FIELD °° 0 ° e ° C ROOF OVER WOOD PORCH - - N MEASURED BY SURVEYOR. 0� ° a n GRAVEL WALK . ° a - SEPTIC SYSTEM & WELL TIE DISTANCES m ° FENCE I�m p8W' COVER HOUSE CORNER"A" HOUSE CORNER"B" HOUSE CORNER"C" HOUSE CORNER"D" — d ° ° °d c�1E ° I Io� NON_DISTURBANGE BUFFS — ° ELL I �I o ING O SEPTIC TANK B1,5' 63' 0 GE OF CLEAR OUTLET COVER ° P ro A 0, ED CE d6° ° °° IO WOOD FENCE I I�-0 0.8 O CESSPOOL COVER 1 53' 65' ° CESSPOOL so.5' 71,5' ELGIA BLOCK CURB COVER 2 ° ° I z t� ° � I IN low CLEANOUT 23.5' 34' ° O FOUND T7ZEDGE OF WETLANDS WELL 40' � 66' a d O PIPE ° ° 19 0.0 0 ° d d S 83-1115029 3`11'50" w & LEACHING AREA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED pOND BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 5? TITRE UCH UIATIPUSE BY IME-•NEW-YORK STATE LAND er. C�, �((cc° °4 ��OF VJ no ® 21 Ln PCr 1 a B mmo , -0 mA. t® � CIOt � CD N.Y.S. Lic. No. 50467 -ic a m UNAUTHORIZED ALTERATION OR ADDITION m 0 TO THIS SURVEY IS A VIOLATION OF m-4 ® SECTION 7209 OF THE NEW YORK STATE m mm®m EDUCATION LAW. Nathan Taft Corwin III Qp �, 5 0 � A�� COPIES OF THIS SURVEY MAP NOT BEARING Fol !u oa \/ I� THE LAND SURVEYOR'S INKED SEAL OR o -P A V Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED � �•ES �+1 ` � TO BE A VALID TRUE COPY. ti C) % CERTIFICATIONS INDICATED HEREON SHALL RUN "�7 ONLY TO THE PERSON FOR WHOM THE SURVEY ° _e IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout O LENDING INSTITUTION LISTED HEREON, AND ro d TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 37-275A NVOICE BUILDING SUPPLY Build Smarter.Build Better: Date: 08/03/17 Number: 557395 SOLD TO: SHIP TO: FOS DEVELOPMENT CORP 1600 GREENWAY EAST 50-01 25TH AVE STE 110 ORIENT NY11957 WOODSIDE NY 11377- Customer No:_;r, _ ;Order-Date _ Order No. Customer P,,o.No: _ Joti Name Fage_No: 601920000 07/07/17 40978-00 OR-005 1600 GREENWAY EAST 5 of 5 Drive"r. Ship Date Invoice'Date`, ;Invdicd'l4o: RBS P.O:, "-Sales Rep '=' _ ,Order`.Type Warehouse No'." ., 08/03/17 08/03/17 557395 702899 26 Felix INV 06 ` qty _Shp aty , `U/M,' - DescriPtiori" UpiE Price Am, HM ;Ord Item No., ' - _ _ [) = 8, `8 EA 76M J CXW4 SCREEN,WHITE 27.72 221.72 4 4 EA 76M CXW5 SCREEN,WHITE 31.93 127.72 1 1 EA 76M CW45 SCREEN,WHITE 26.78 26 78 4 4 EA 76M CXW55 SCREEN,WHITE 33.67 13468 2 2 EA 76M CXW45 SCREEN,WHITE 29.45 5890 2 2 EA 76M FWH50611 SCREEN,WHITE 491.47 982.94 2 2 EA 76M HARDWARE TRIM SET, FWH/FWO, 138.76 277.52 ACTIVE/PASSIVE,ALBANY-WHITE Payment Detail: .00 000 AccountsReceivable 28,002.79 0.00 Suli Total _ _ Sales`Taz' _PAY THIS AMOUNT' 25,779.32 2,223.47 28002.79 lea .r !JERIVERNNOU JamesHard1 BOW SmUNW.Bwd Bottiw° TERMS and CONDITIONS of SALE GENERAL INFORMATION Material distributed by Riverhead Building Supply Corporation(RSBC)is of good quality and workmanship,free from defects which render it unserviceable for the use for which it was manufactured The high quality of our products is safeguarded while in our posession Our products must be given the same careful treatment by others. They must be properly handled and protected at all times. We will not be responsible for defects resulting from neglect of these precautions. RETURNED MATERIAL STOCK MERCHANDISE-Return of stock merchandise will be accepted with appropriate invoice number provided merchandise is in original cartons,in good condition,and includes all packing instruction/material,if any RESTOCKING AND HANDLING CHARGE-All returns are subject to a 15%restocking and handling charge based upon full order price. SPECIAL ITEMS-Returns of special items must have prior approval by RBSC and subject to conditions of the respective vendors Any costs incurred will therein be the responsibility of the customer CLAIMS No claims for shortages,damage or error in shipment will be allowed unless reported within 5 days after receipt of goods No claims for service work performed by others will be allowed unless specifically authorized by us in advance DAMAGED MATERIAL It is the responsibility of the customer to inspect all merchandise for possible damage at time of delivery and/or pickup RBSC will not assume responsibility for damage unless properly noted on delivery receipt TERMS OF SALE Invoice amount due must be received by Riverhead Building Supply Corp no later than the 25th day of them onth following the purchase Credit cards will not be accepted as payment towards account balances. LATE CHARGE A one and one-half percent(1-1/2%)monthly late charge on all past due account balances PRICES ON QUOTES WILL EXPIRE 14 DAYS FROM ORDER DATE WINDOWS-DOORS V -7 Andersen®NA. 4 o o SE CASEMENT WINDOWS Andersen®400 Series casement windows are built to nr perform beautifully. Their solid wood frames and sash provide strength, while the vinyl covering and weather-tight construction keep the window and your home protected from the elements. On the inside you have the choice of natural pine or a low-maintenance white dark bronze a� or black` finish. For added style there is a wide range of grille, hardware and art glass options. It's no wonder Z ` .- that they are our best-selling windows of all time. t Yt,r Y _ DURABLE • Virtually maintenance-free • Perma-Shield®exteriors never need painting and won't peel, blister, flake or corrode" -- • Frame exterior Is protected by a tough vinyl cover that resists dents and repels water and provides long-lasting protection • Available with Stormwatch®protection for coastal areas ENERGY EFFICIENT • Weather-resistant construction for greater comfort and energy efficiency • Weatherstripping is designed to seal out ;o drafts,wind and water • Variety of Low-E4®glass options are available to help control heating and ;I cooling costs In any climate • Many 400 Series casement windows have options that make them ENERGY STAR®v 6 0 certified throughout the U.S BEAUTIFUL • Seven exterior color options • Natural pine,white,dark bronze or black'interiors • Extensive hardware selection • Add style with grilles,exterior trim,art glass or patterned glass t EXTERIOR COLORS _ t , -= White Canvas Sandtone Terratone Forest Green Dark Bronze Black Dark Bronze and Black interiors are only available voth Dark Bronze and Black exteriors respectively See your Andersen dealer for availability**Visit andersenwindows comlwarranty for details "ENERGY STAR"is a registered trademark of the U S Environmental Protection Agency CUSTOM SIZES GLASS OPTIONS INTERIOR OPTIONS • Low-E4®glass ; • Low-E4 glass with HeatLock®technology • Low-E4 Sun glass • Low-E4 SmartSun-glass Pine White Dark Bronze' Black" • Low-E4 SmartSun glass with HeatLock technology Naturally occurring variations in grain,color and texture of wood make each window one-of-a-kind. Additional glass options are available.Contact your All wood interiors are unfinished unless prefinished White,Dark Bronze or Black is specified Andersen dealer. HARDWARE FINISHES ART GLASS t__---_ 177 A wide range of art glass designs are available to add beauty to your home [J:t Antique Brass Black Bnght Brass Brushed Distressed Distressed PATTERNED GLASS Chrome Bronze Nickel Available In four attractive patterns ideal for letting light # I into the home while obscuring vision ^ m{ I Gold Dust Oil Rubbed Polished Satin Nickel Stone White Bronze Chrome f'y 4:°41t. 1. "+.. Distressed bronze and oil rubbed bronze are"living"finishes that will change with time and use Obscure Cascade Reed Fern HARDWARE EXTERIOR TRIM CLASSIC SERIES" ESTATE" Available In 11 colors to complement your exterior Stone I White Antique Brass I Bright Brass 1 ,,;A Brushed Chrome I Distressed Bronze I Distressed Nickel I Oil Rubbed Bronze 1 Polished Chrome I Satin Nickel L__rN TRADITIONAL FOLDING CONTEMPORARY FOLDING GRILLES Choose from dozens of popular designs or work with Andersen i to create custom patterns Antique Brass I Black I Bright Brass Black I Bright Brass Distressed Bronze I Distressed Nickel Gold Dust I Oil Rubbed Bronze Gold Dust I Oil Rubbed Bronze I Satin Nickel Satin Nickel I Stone I White Stone I White `Dark Bronze and Black interiors are only available with Dark Bronze and Black exteriors WINDOWS-DOORS respectively See abyss rAndersen dealer for eventexactcolorandavailability Andersem Printing limitations prevent exact color and finish duplication See your Andersen dealer for actual finish samples "Andersen"and all other marks where denoted are trademarks of Andersen Corporation ©2017 Andersen Corporation All rights reserved SS_01711/17 1For more Information, visit andersenwindows.com/400series For help finding an Andersen product or dealer near you, please call us at 877.577.7655 or visit andersenwindows.com. COMPLEMENTARY CASEMENT WINDOWS 1 Clad Complementary Casement Window Details Scale 11/2"(38)=1'-0"(305)—1:8 4 9/16"(116)Jamb Width 15/16" 33/811(86) (33) Curved Casing 11/8"(29) 7/8"(22) Head-Curved Top 1 1/1" 7/8" 11/8"(29) (29) (22) Extension Jamb = m 11/8"(29) In4Screen m m v n = m Extension Jamb 3 = 0 y = Head-Lineal E �, °✓ o m $ Insect Screen E_ _ E 1 5/ls" ZP E rn 17/16"(37) (33) Jamb 31/a" Unobstruamb fb 1 (79) Glass Width (79) 1 /a (29) SubfloorSillstopto 1/4„(6) Unit Dimension Width 1/4"(6) Dimension Minimum Rough Opening Width sill Horizontal Section Vertical Section Rectangular or Curved Top Clad Complementary Springline'Casement Window Details - Scale 11/2"(38)=1i-0"(305)—1:8 4 9/16"(116)Jamb Width 15/16" 33/8-(86) (33) Curved Casing 11/1'. 7/8" - ❑ 11/8"(29) (29) (22) Extension Jamb oo rn IL _ , C 7/8"(22) Insect Screen ,o l) Extension Jamb Head m E O° _ Insect Screen v ° m o E o m cz Ei ED o o E 1 5/16" �4 _ — (33) FJ7/,, (37) Jamb 31/e" Unobstructed 31/8" Jamb S(79) Glass Width (79) (29) Sill Stop to Subfloor 1/411(6) /4„(6) Unit Dimension Width 1/4"(6) Dimension Mmimum Rough Opening Width Sill Horizontal Section Vertical Section •4 s/,s"(116)Jamb width measurement is from backside of installation Flange •Light-colored areas are parts Included with window Dark-colored areas are additional Andersen'parts required to complete window assembly as shown •Rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Details are for illustration only and are not Intended to represent product Installation methods or materials Refer to unit installation guides at andersenwindows com •Dimensions in parentheses are in millimeters 2013-2014 400/200 Series Product Guide Page 1 of 2 WINDOWS•DOORS 400 SERIES Andersen® Clad Complementary Casement Picture and Transom Window Details Scale 11/2" (38)=1'-0"(305)— 1.8 4 9/16"(116)Jamb Width 1 5/16" 03/8"(81'(33) Curved Casing 11/a"(29) co 7/a"(22) Head-Curved Top Extension Jamb 7/8" 1 1/a"(29) (29) (22) Extension Jamb 11/8"(29) m no t d J Y = Head-Lineal � a �gJambil E m caE (33) 11/s"(29) /aUnobstructed 31/a" C(79) Glass Width (79) Jamb 1 1/8"(29) 1/4„(6) Unit Dimension Width 1/4"(6) Minimum Rough Opening Width SIII Horizontal Section Vertical Section •49A"(116)amb width measurement is from backside of installation flange •Light-colored areas are parts included with window Dark-colored areas are additional Andersen*parts required to complete window assembly as shown •Rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Details are for illustration only and are not intended to represent product installation methods or materials Refer to product installation guides at andersenwindows com •Dimensions in parentheses are in millimeters 2013-2014 4001200 Series Product Guide Page 2 of 2 + WINDOWS AND DOORS WITH CASEMENT/AWNING WINDOWS St6Pf1' `' G, P R 0 T E C T 1 0 N Interior Trim Options Extension Jamb and drywall return Extension lamb (available for a bead applications shown. variety of wall0---Thick Replacement thicknesses) Extension Jamb Useful when alignment with existing head head trim and paint line is desired WS sill Andersen®Wide Andersene Narrow Drywall Return Drywall Return Bead Bead Not recommended for picture head head and transom windows sill sill Casement Window'Details Scale 11/2"(38)=1'-0"(305)—1.8 49/16"(116) Jamb Width 15/16" 2 7/8° Minimum Rough Opening Width (33) (73) 1/4„(6) Unit Dimension Width 1/a"(6) Extension Jamb Clear0� RD 11/8"(29) For all sizes except CW sizes with split arm operator z 13/16"(30) m m Ex° m 7 11/a" 15/I6" 2" ° o d Monolithic (29) (24) (51) i o F. H ad Impact-Resistant Glass e Insect Screen � o � U E Y E N 17/16"(37) � a _ N 11/6"(29) Sill Stop to Subfloor Dimension S S t 15/16"(33) L9 _ G`e-0.. cS aoea�`o Jamb �\F° a� Mullion Jamb Sill Horizontal Section Vertical Section Sash Projection �` Low-E4'Impact-Resistant Glass Monolithic Impact-Resistant Glass 141/4" (362) 173/4" (451) 213/8" (543) 255/8" (651) 283/4" (730) _ 333/16"(843) •4'/i""(116)Jamb width measurement is from backside of installation flange •Light-colored areas are parts included with window Dark-colored areas are additional Andersen'parts required to complete window assembly as shown •Dimensions in parentheses are in millimeters •Rough openings may need to be Increased to allow for use of bullding wraps,flashing,Of panning,brackets,fasteners or other Items. •Details are for Illustration only and are not Intended to represent product Installation methods or materials Refer to product installation guides at andersenwindows cam 0 /2 Aagrj Nprbsar Es4)c N ec/ rrd0 wlRoows•000Rs "' Andersen. 400 SERIES Awning Window Details Scale 11/2"(38)=1i-0"(305)—1:8 4 9h6"(116)Jamb Width 15/1'.. 2 7/8" (33) (73) Extension Jamb 11/8"(29) 15/16"(17) uo a� 2 5/16" x 11/8" 13/16 c O0 InsectScreen (29) (30) (59) Extension Jamb 0 o Low-E4• no Insulabng Glass L Insect Screen 'o E C E N= Low-E4" c "/Clear Impact-Resistant Glass S 11/8"(29) Jamb Clear Opg Width Jamb 11/8"(29) Sill Stop to Unit Dimension Width Subfloor 1/a"(6) 1/4"(6) �' Dimension Minimum Rough Opening Width ' r SIII Horizontal Section Sash Projection (213) Vertical Section Low-E4'Impact-Resistant Glass PG Upgrade with Low-E4•Glass Picture and Transom Window Details Scale 11/2"(38)=1'-0"(305)—1:8 Low-E4' 4 shs"(116)Jamb Width Impact-Resistant Glass1 5 /I6"(33) 11/8.(29) 13/16"(30) Extension Jamb 13/16"(30) O E m E � x Head Monolithic 15/161.( ) o o M 33 E :9" Impact-Resistant Glass Jamb 2a/a" 23/811 Jamb o o = Unobstructed = Y m g Extension (60) Glass Width (60) fO Jamb 1/4'(6) Und Dimension Width 1/4"(6) _ Minimum Rough Opening Width SIII Horizontal Section Vertical Section Low-E4•Impact-Resistant Glass Monolithic Impact-Resistant Glass •4 9/16"(116)lamb width measurement Is from backside of installation flange •Light-colored areas are parts included with window Dark-colored areas are additional Andersen'parts required to complete window assembly as shown •Dimensions in parentheses are in millimeters •Rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Details are for illustration only and are not intended to represent product installation methods or materials Refer to product installation guides at andersenwindows com. 0.12Amgrj NprbsarEsg)c N ec 0 rrdO WINDOWS-DOORS 400 SERIES Andersen® CASEMENT/AWNING WINDOWS Horizontal (stack)Joining Detail Scale 11/2"(38)=1'-0"(305)—1:8 Overall Window Dimension Height Sum of Individual window heights plus 1/8"(3)for each join. Overall Rough Opening Height Overall window dimension height plus 1/2"(13). sill Sill E E m 23/8"(60) (3) 2 7) 1/811(3) (3) E .. (67) E 0 o no Head Head Vertical Section Vertical Section Casement overAwning Picture over Casement Vertical (ribbon)Joining Detail Scale 11/2"(38)= 1'-0"(305)—1:8 Overall Window Dimension Width 2 3/e"(60) Jamb Jamb Sum of Individual window widths plus 1/8"(3) for each join. Overall Rough Opening Width Overall window dimension width plus 1/2"(13). Unit Dim Unit Dim. 1/8"(3) Horizontal Section Casement to Casement •Light-colored areas are parts included with window Dark-colored areas are additional Anderson'parts required to complete window assembly as shown •Details are for Illustration only and are not Intended to represent product installation methods or materials Referto product installation guides at andersenwindows cam •Dimensions in parentheses are in millimeters 2013-2014 4001200 Series Product Guide Page 1 of 1 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub-contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. NO NOTGHES FLASHING 1/4 SPAN PERMITTED 1/4 SPAN LINE OF L.. HOUSE X d X R.R. GENERAL AND 5UPPLEMENTARY CONDITIONS: ROUGH FRAMING: s g SEE DWS FOR EXACT SIZE I. The Contractor shall notify the Engineer Immediately of any conflicting information contained in the Speclficatlons I. Drawings Indicate general configuration and sizes only.Contractor shall consult the Architect for any framing details not indicated on the 2. It and t Is the responsibility of the Contractor and the Owner to comply with all applicable codes,laws,and regulations plans and which can not be otherwise determined In accordance with generally accepted practice. 2. The General Contractor shall coordinate all cutting and fitting of woodwork required by the Plumbing,Heating,and Electrical Contractors or 12" MINIMUM 'a Q concerning the construction of this project. any for the Installation of their work and shall Install all grounds and/or nallers of sufficient size for plastering or drall work, anGGA NAILER PLATE 3. The contractor shall furnish all work,material, d supervision as required to complete the project as specified other mechanics ywBOLTED TO HOUSE nailing wood trim, as required other trades. herein.He shall provide,without extra char ,all incidental Items req uired as p art of his work even though not m,anq - or specified. � 3. All framing materials Shall bear legible grade stamps.All Lumber shall be ah or kiln dried,free from excess sap,large shakes,splits,or SEE DWS FOR EXACT SIZE particularly Indicatedose 4. The Engineer Shall not be,responsible for the performance of the work of the G 4 General Contractor or any . U knots• 3/8"X7" LONG GALVANIZED LA6 BOLT Subcontractors,nor shall he guarantee the performance of their contractors. 4. Unknots. otherwise Indicated,all framing lumber Shall be Southern Yellow Pine,Construction Grade#2 Ob = 1400 psi or greater)or equal.. WI Joists or floorlTH MATGHIN6 WASFfER, STAGGERED 5. All materials used shall be new and free from defects.All work shall be performed In a neat and professional 5.A.The following wood lumber shall be GGA pressure treated to protect against moisture and shall be treated to protect against Insects: MINIMUM IID I6" O.G. INTO JOIST I Permit Set I I-Oji-IS ixwithin hin IS"of exposed ground Surface. 12" manner. No Submission Date 6. Contractors shall patch and repair allexisting surfaces which are altered or damaged In any manner during the B.Girders within 12 of exposed ground surface. construction of this project.Where exlstlnig equipment,plumbing or lighting fixtures are removed,Contractors shall G.I^lood girders In concrete or masorry walls shall be treated or shall be surrounded by aV air space. n�a� GALVANIZED METAL JOIST HANGER patch as required to match existing odja0ent surfaces. D.Hood members Imbedded In the ground. E.All lumber In direct contact with concrete. L CT_ „ T 6. All corners shall be framed with triple studs. I INTERPRETATION OF DRAWINGS: = Z I. Drawings Indicate only size and general configuration of framing members. It 15 the responsibility of the Contractor 7. Posts shall be 4x4 or double wall studs and shall bear directly on posts,foundation walls,or piles below unless otherwise Indicated. 8. Wood cats shall be provided mlda w In bear walls.All walls longer than 9'-0'shall be tatted at mI an or at a maximum of 9'-0"o c. e u rther details o•Information.Install all work In accordance with generally accepted practices.Upon Gantracto is request,Engineer will provide 9. Top plates shall be so Installed cis to oIo tie Intersecting partitions.End joints shall be offset by a minimum of 24". o further 2. Contractors mustt the site to flanlllarIze themselves with existing conditions before submitting proposals.No 10.All headers shall be(2)2x8 unless otherwise specified on the drawings.Double studs shall be provided at each side of openings greater hspec for error or negligence an than 3'-6'wide,and triple studs Shall be provided at each side of openings greater than 6'-0'wide. l,,;:T`'c„ p ,_, V allowances shall be made subsequently in this cornectlan an behalf of the Contractor any eg Bence '1;!*-- II.No studs shall be cut more than one half its depth to receive piping,ductwork,conduit. _. _. P , his part. bund surfaces a minimum of 8'. 12.Yk od side or plywood sheathing shall be separated from exposed gr by -- 3. The Contractor and his 5ubcontractore shall verifyall dimensions aid Information before commencing work and n9 P y"u n9 13.Ge,ttl of floor Ists and rafters to tin of Ye of the depth of the member shall be permitted except wlthIn the middle half of the span. f ' T' casual conditions. �P Pim �P P If the )neer Immediately of discrepancies or _._ shall not < --,...;.,a ;.1- .�,� ,i..,, 9 6'9 9 � Pant ;,.,. - �.,;: 'c-c-; �.; .,. ... ng �o depth as written.The Contractor shall notif the ineer if additional 14.Provide aid Install appropriate metal joist hangers or 2 ledges strips for all flush-mounted joists,beams,and headers. ; .. .•.. :. 1 ::: 4. Do not Scale drawings.Follow dimensIOM y Eng any - 15.All roof rafters shall be notched as required to allow for free movement at air aid ventilation of roof. :,;-+.; r• '- : ; .T.^ r;r=c _l l.: Information Is required. 16.Firestopping shall be installed as required code and In all canceled spaces.Fires I shall consist of 2'thick bloc accurate) fit ?` i` "1 .' NAILER F L A T E D E A I L 5. If the Contractor or any Subcontractor objects to the character of the details,he shall Elle such objection with SPP n9 � �! � P tOPP n9 W"9 9 the Englneer In writing within six(6)day after Is5iraue of the details.Failure to do so will be construed as aid arranged to prevent drafts from one space to another. f.' ;T, I,. acceptance. INSULATION: (DN.T.5. 6l1ARANTEE5: I. All exterior walls shall have fiberglass Insulation.2'X6'stud walls shall have 55'thick Insulation(i2 19). I. All work,material,and equipment requitred to complete this project as Indicated aid In accordance with accepted 2. Fiberglass Insulation 10"thick(R-30)shall be Installed between telling joists where applicable and cr, Indicated on drawings. building practices,Including plumbing,heading,aid electrical work,shall be guaranteed by the Contractor for a period 3. Fiberglass Insulation 15'thick(R-22)shall be Installed between floor joist over open spaces and as Indicated on drawings. of one year after acceptance by the Owner.Equipment shall bear maufactuurer's warranty and guarantee.See 4. Vapor barters shall be provided at the winter Kam side of all Insulation throughout. roofing specifications for special roofing parameters. DRYWALL GONSTRUGTION: (09250) ALUM. FLASHING MANUFACTURED ITEMS: 1. General: I. The General contractor shall coordinate delivery of equipment and materials with Installation to minimize storage A.Unless otherwise shown or specified,comply with applicable requirements of AN51 A97.1. Install framing,gypsum wallboard,and accessories SEE FLOOR PLAN DECKING FASTENED periods of the project site.All Items shalll be delivered In Manufacturer's unopened containers,bundles,or packages in accordance with manufacturers'printed Instructions.When riot covered by manufacturers'Instructions follow recommendations contained In the F:OR EXACT SIZE (4) 1/2" BOLTS IOD GALVANIZED NAILS fully Identified with Manufacturer's now,brand,type,grade,etc.All Items shall be protected from weather,soiling, U66 "Gypsum Construction Handbook'. LINE OF and damage by using Maufoctuer's recommended handling equipment and storage techniques. B.Tolerances: Do not exceed Ye,"in 8'-O'variation from plumb or level in any exposed line or surface,except at joints between nits do not HOUSE 2. The use of all manufactured articles and materials,and the cleaning or the same,shall be according to exceed(between planes of abutting edges or ends.Shim as required to comply with specified tolerances. o JOIST Manufacturer's directions and specificatloms. 2. Materials: SEE DWS FOR EXACT SIZE A.For all gypsum drywall work provide all required drywall materials including accessories,fasteners,and steel framing produced by a single 51TE PROTECTION: manufacturer. o 1. The General Contractor shall be held iresponsible for the proper protection of all surfaces and items belonging to E. Wallboard: Provide gypsum wallboard In ai 48'widths d in a length that result in the minimum number of joints.Comply with ASTM the Owner which are to remain after the completion of the project. 636 with paper-faced surfaces and long edges tapered to receive manufacturer's standard joint treatment,unless otherwise shown. 3-f/2" DIA.xI/4" GGA NAILER PLATE 2. Temporary enclosures shall beprovld6d as required for protection from weather,dust and dirt,or dame an "hb damage 1). rndIn erboord'shall be Installed tiled showers and tub enclosures. 8"xb"xl/2" j:._ STEEL COL. BOLTED TO HOUSE where required for protection of the premises from entry or theft. 2).Water resistant gypsum board shall be Installed in the balance of bathrooms. STEEL BEARIN3, PLATE SEE DWG FOR EXACT SIZE 3. Contractor shall provide protective covering and enclosure of existing spaces to be left unaltered and which 6.Fasteners and Accessories: Provide the kind specified and of the type and size recommend by the drywall manufacturer for the remain ithabited to protect against dirt,did dust,adamage from construction activities. applications shown and as, Indicated below. 3/8"X7" LONG GALVANIZED LAS BOLT 4, contractors shall provide shoring,to prevent overloading,for any temporary or excessive load placed upon 1).At exterior corners,provide metal corner bead with smooth,rigid nose aid perforated and knuckled metal flanges. WITH MATGHIN6 WASHER, STAGGERED structural members(Including fouidation)during construction. 2).Where drywall abuts or Intersects dissimilar construction aid at exposed edges,provide square-edge semi-finishing casing bead(no (4) 1/2"X12" - 5. The General Contractor shall be held responsible for the proper protection and preservation of the natural joK compounded treatment required). T ® I6" O.G. INTO JOIST features,trees,and bushes surrounding the build) site.Protective cover Shall be removed after completion of ANCHOR BOLTS Engineer: n9 ng Ings �p D..bht Tapes: Plain or perforated tamplyIng with ASTM 6475. GALVANIZED METAL JOIST HANGER building site operations. E.Joint Compounded: Provide In dry powder form or premixed ready application.Use of single or double-component compound at Contractor's option. o 0 TEMPORARY SERVICES: 3. Installation: - I. The Contractor shall make his own provisions for water,power and lighting,aid heat) and air-condition) as ■ . pr po ght ng, n9 n9 :`:.Do not exceed 24 o.c.spacing for nail or power-driven fasteners,nor 16 o.c.for other types of attachment.Provide fasteners at all � required for the proper execution of the work until the house Systeme cat be used. �:ers and ends of runner tracks. 2. The Gznera! Contractor shall pay for all water,gas,electrw,aid heating requirements during the time that the E;•Accurately cut paper on wallboard.Do not tear paper. project cartriot be occupied by the owner.Tis 0►�ner shall assume responsibility for payment for such utilities when �;,On furred exterior wall applications,do not allow drywall fasteners to penetrate through the furring to contact masorq. �1 �J I _these utilities are fully operational and u�oi occupation of the space by the Owner. 4. ;injwall Finishing: I �l� I ��� ���T� �1_ � i�Finish exposed drywall surfaces with joint comnpouid in accordance with manufacturers recorm.endatlons for a smooth,flush surface. Architect: PERMITS: Dry o;l `rhishing work will not be considered acceptable if corners or edges do not form true,level,or plumb Imes,or If joints,fastener heads, T I. The Homeowner shall prepare aid file applications for Building Permit.The Homeowner Is to pay all applicable flames,or trim accessories or defects are visible after application of field applied decoration. Building Department fees. 3.Where open spaces of more thanXb width occur between abutting drywall units(except at control joints),pre-fill joints with joint compound N.T.S. COMBINED aid allow pre-fill to dry thoroughly before application of joint tape. INSURANCE: L.Allow drying time between applications of joint compound in accordance with manufacturer's recommeindatioso for the relative humidity and RESOURCES I. The contractor and his Subcontractors shall be properly licensed and Insured as required to perform this work. tem;eratu•e levels at the time of application. In no case,allow less than 24 hours drying time between applications of joint compound. C O U L TI N G AND DESIGN, INC. Contractors shall Indemnify and hold harmless the Engineer aid the Owner against any claims, liabilities,or demands 9.Apply not less than three(3)separate coats of joint compound over joints,fastener heads,aid flanges.Areas to receive gloss or for personal Inyry or property damage arising out of,or caused by,any act or omission of the Contractor,Its sm: -gloss paint shall receive not less than four(4)coats of spackle' Subcontractors,or Its Agents during the progress of the work Contractor shall furnish Certificates of Insurance for _ _' _ _ general liability,made out to the Owner and the Town In the amount of$1,000,000 h addition to any Insurance 11�MA!_AND MOISTURE PROTECTION: I�_ T 30 N E W B R I D G E RD., SUITE 1 04 required to secure necessary permits. L I'1ol5ture Protection and Sealants: EAST MEADOW, NY 1 1 554 A. 'Tyvek"hou5ewrap shall be Installed over all exterior Sheathing. P.516.644.2828 F.516.644.2820 SUI VEY5: R.All windows,doors,aid other areas requiring caulking shall be caulked with phenosal adhesive caulk of color to match adjacent surfaces. C5 �56,41E 1/2n = I I-0° I. The Owner shall provide and pay for an accurate and complete lot survey,satisfying all requirements do G.Provide neoprene rubber weather-stripping around all exterior doors. applicable governing bodies,made by a !licensed surveyor.The contractor shall insure that all setbacks and 0.Provide a In(mlrJ airspace between wood frame walls and fact Use% diameter metal or plastic,tub laced 2 to 3 feet o.c. elevations conform to approved plans.The Contractor shall provide and pay for a foundation layout If required by �� mason �' P In9 P the Department of Buildings or as maces! to Insure conformance with the Quad laic. h ti•:e first bed Of moria',aider the first course Of brick and an top of termite shield,for weep holes. eP ngs � P E.Provide a waterproof barter In the mortar joint above the second course of brick,of breaks In the exterior walls of the house,aid Mere gaps In brick veneer are sealed.Barriers shall be overlapped where two barters meet. trac ITIO AND shaREMpro Ida all necessary demolition and removal of existing Structure as required to Install new ALt F.Provide aid install a 6 mil.polyurethane sheet cover exposed earth h e ai crawl space over 4'gravel base under slabs on grade where 1. indlrated on draw work.Disconnection aid removal of all pai lumbing,electrical, d HAVOC,items shall be Included under their respective mss' 61R17ER trades. 2. Venting. A.Provide aid Install a continuous ridge vent where indicated on draw",,as manufacturedmanufactured *Air Vent InPeoria Hts III.or approved SEE PLAN FOR EXACT SIZE Tenant/Occupant: 2. Except as otherwise specified,all demolished materials shall become the property of the Contractor and shall be properly removed and disposed. equal. Installation shall be In accordance with maufacturer'S Specifications. 3. Prior to the start of the work,the contractor shall review with the Owner the procedure for the removal and B.M aid Install continuous metal vent strips along all exterior soffits. r ty of the Owner. Gan .Provide venting of all enclosed spaces in accordance with good building practices and code requirements.Provide V diameter holes In storage of those Items that are to remain the pr 4. Contractor shall comply with all requirements of governing authorities In the removal and disposal of any materials blocking where required. _ Halkidis Residence A All vents shall have screening to event Insects or small animals from entering building spaces. encountered,Including asbestos and other materials which require special handling. E.A I"airspace shall be provided where Insulation Is required between rafters all full-height cell) ad indicated on draw 5. All demolition shall be done In a careful,orderly nonan with the least possible disturbance to the occupants and P Pr q � n9 "' the public,aid shall avoid unnecessary dariage to existing construction to remain.The Contractor shall furnish aid 3. Installation: erect protection for adjoining areas froirn dust and potential damage.Dust shall be prevented from entering A.See Construction Drawings aid Energy code Calculations for required insulation R-values. i B.All exterior wood framing aid trapped spaces shall have the maximum thickness of fiberglass Insulation that can be placed between the occupied spaces during the entire construction process. Location: framing members. EXGAvATIoN AND GRADING: (62000) G.Vapor barter shall be provided of the 'winter warm'side of all Insulation throughout. 1600 GREENHA)" EA5T I. Remove top Soli and store on property for reuse. 2. Excavations are to be kept free of etariding water. 1A0 electrical work to be Installed shall be in accordance with the National Electric Code,the Board of Fire Underwriters,and the local building STEEL BLARING 4" STEEL COLUMN ORIENT, NY 3. All foundations and footings shall be carried to solid,undisturbed ground.Minimum depth of footings shall bean PLATE an drawings. dE.partment having)urfsdlctlan. 2.Certificate of Inspection by the National Board of Fire Underwariters shall be furnished upon completion of the job. 4. All obstructions to the process of the work shall be removed.Existing trees aid shrubs which are to remain shall 3.5moke detectors shall be provided as required by applicable building codes aid as Indicated on the drawings. be suitably barricaded to protect them from damage during construction. 4.Electrical Contractor shall verify existing service,size,aid type aid shall provide additional service as required to accommodate new work Drawing: 5. Back-fill shall be free from debris.No backfilling shall be done before footings and foundation walls have been 5.outlets h wet areas shall be ground fault Interceptor circuits as required by code aid as Indicated on drawings. constructed on undisturbed earth and all foundation walls adequately braced. (4) 1/2"XI2" 6. Upon completion of construction,the topsoil removed during excavation shall be spread around the building. Pl JMBING: ° ° ANCHOR BOLTS l5N A NOTES AND M . Finished grade shall be a minimum of 8'below exposed wood construction. If additional topsoll Is necessary It Shall I.The equipment and Installation of the plumbing system shall comply with all rules and regulations of the National Plumbing Code aid all local be torted to the job.All earth not used for backfilling or grading shall be carted away. codes pertaining thereto. T Contractor shall notify Engineer Immediately If any water,organic material,or clay soils are encountered during 2,Plumbing Contractor shall furnish Inand nish stall soil,waste, vent piping as well as hot and cold water supply and other accessories required /a a ° ° ° PETA S excavation. for a complete Installation. ° ° ' l 3.Refer to Plumbing Riser Diagram on working drawings for pipe sizes and connections. ° .' Q ° L CONCRETE AND GEMENT WORK: • aa'. P.G. FOOTINO I. All concrete work shall conform to AGI 315,AGI 318,and all applicable Building Gode requirements. 4,Water supply line shall be copper. a. °• a a. SEE PLAN FOR EXACT SIZE 5.Vent lines II extend a minimum of I2 beyond roof.All Vries Shall be Increased to a diameter of 4 when passing through roof. _ _ .° � a. ° 2. All walls shall be plumb and level. b.All water closets and sinks shall be provide with shut-off valves. ° 3. All foot) shall bear on virgin soil.No foundations shall be placed on frozen or disturbed soil or In freezing ° ° ° •• ° ' • Initial Dwg )Date: -r Drawn By: weather.No foundation wall shall be placed on disturbed soli unless remedial measures directed by the Engineer have I FATING: °.. ° ° ° ° • `. O7-OQ-15 MP been taken. I.The equipment and Installation of the heating system shall comply with all rules and regulations of the National Board of Fire Underwriters and s ° ° - b 4. Assumed soll pressure shall be 2 tons/sgft. all local laws pertaining thereto. ° a .a : Job No.: Ghk 13y: 5. The bottom elevation of all exterior footings shall be 3'-0"(min)below grade or as Indicated an the drawings. 2.Heating Contractor shall verify existing heating system and requirements for hook-up and shall provide all necessa y work aid equipment a °• IrJ-I I7 �j Grade beams shall be carted down IS'(min)below grade. required to provide adequate heating for new areas. 6. Anchor bolts shall be set approximately one,0)foot from corners aid spaced at 8'-0"on center.Anchor bolts ° shall be set at each side of all openings and there shall be a minimum of two(2)bolts In any one sill. a Scale: AS PG: T Concrete mix or for all concrete shall have the following minimum strengths after It has fully cured(28 day ° Noted OF: X 5 AExposed Concrete: 3,000 psi. Dwg No: Seal 519n: y:•> B.Unexposed Concrete: 2,00 psi. -- - - �_e" TEL C0LU N DETA /t S•� •~ 4. 4�Ir__ 1+: G 03100, �O.o2 +4A s This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose ot.her than specifically permitted by written consent of CRCD and is loaned subject to return on demand. TO" The intent of this set of construction documents is to provide a complete /'� {� �` �/� /� }� I and properly functioning space to be utilized for its designed purpose. The ABBREVIATION`.', REFERENCE 5 T IV 50LS DRAM 5 LIST general contractor, construction manager, sub—als necessary to achieve, X �L�J 1� 1� 1� �! �/ ��.!! / ` 1 and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be AFF ABOVE FINISH FLOOR FF FINISHED FLOOR PVMT PAVEMENT SECTIONS OR LETTER USED FOR BUILDIN6 COL" T-100.00 TITLE SHEET immediately called to the attention of Combined Resources Consulting & ACT IRCOACOUSTIC GEILIN6 TILE FIN FINISH PT PRESSURE TREATED SEGTION5 OR FOR ELEVATIONS NIMMRIN6 DO NOT PROCEED WITH Design, Inc., so that the matter may be resolved prior to the submission 0 AIR CONDITIONING FLR FLOOR QT QUARRY TILE ELEVATIONS 4—VERTICAL 6RID 15 ALPHABETICAL of a bid proposal. Each contractor, by submission of their bid, shall o AT FPSC FIREPROOF SELF eLosIN6 READING FROM LEFT TO RIGHT FRAMING UNTIL SURVEY acknowledge that these documents ore an adequate definition of the scope AL ALUMINUM FPRF FIREPROOFING R RISER T-101,00 6ENERAL NOTES (1) of work. Additional cost claims, based on any deficiency of construction FR FIRE RESISTIVE RA RETURN AIR DRAWING NUMBER WHERE bF FOUNDATION LOCATION documents, actual or not, will not be considered. ELK BLOCK FS FULL SIZE RAD RADIATOR SECTION OR ELEVATION APPEARS BRK BRICK FT6 FOO11146 RD ROOF DRAIN SUR BUILT UP ROOFING REFR REFRIGERATOR s 6RID CENTERLINE �1AS BEEN APPROVED. BM BEAM 6L &LASS RE6 PEC71STER E- LOCATION OF OUT T-102.00 GENERAL NOTES (2) C. COURSES 6R 6RADE RESIL RESILIENT GB CATCH BASIN GRI- GRILLE RM ROOMHORIZONTAL&RID 15 NUMERICAL READIN6 Cl GA5T IRON GYP BD 6YP5UM BOARD RO R0U6H OPENING �— FROM TOP TO BOTTOM OF SHEET A-001.00 WALL TYPE5, PLUMBING AND 6A5 R15ER CL CENTER LINE RBR RUBBER TILE ems— NUMBER USED FOR DETAIL GR CLOTHING ROD HG HOSE CABINET 6RID CENTERLINE G5 CAST STONE HM HOLLOW METAL 5A SUPPLY AIR DETAIL GT CERAMIC TILE NPT HIGH POINT sG SOLID GOA-IOO.OU PROPOSED FOUNDATION AND RE CO GLEAN OUT HVAC HEATING VENT t AIR 5P STANDPIPE � DRAWING NUMBER WHERE THE INTERSECTION OF THE HORIZONTAL FIR5T FLOOR PLAN GEM GEMENT CONDITIONING 5% SERVICE SINK DETAIL APPEARS 6RID LINES READ"COLUMN B3" CLO OL05ET HNDRL HANDRAIL 55T STAIMX-95 STEEL GL6 CEILING NGT HEIGHT STD STANDARD CENTERLINE-5,FLOOR LINES IN EXTERIOR A-I 10.00 PROP05ED 5EGOND FLOOR AND ROOF 3 Issued for Permit 03-06-17 COL COLUMN STOR 5TORA6E ELEVATION,PROJECTED LINES LONG CONCRETE INSUL INSULATION 5TL STEEL CON5TR CONSTRUCTION ST STREET NUMBER OF DETAIL CONT GONTJN a JB JUNCTION Box T TREAD DETAIL PROPERTY LINES:SECTION GUT LINES,,OUTLINE OF OUNDRY LINES, A-120.00 PROP05ED FIR5T AND 5EGOND FLOOR RGP 2 Issued for Permit Review 01-30-1-1 CONY CONVECTOR JG JANITORS CL05ET T!B TOP AND BOTTOM JT JOINT TEL TELEPHONE ENLARGEMENT EQUIPMENT BY OTHERS I Permit Set I I-09-I5 DA DOUBLE ACTINO T5L TOP OF SLAB DRAWIN6 NUMBER WHERE DF DRINKING FOUNTAIN LPT LOW POINT T5T TOP OF STEEL DETAIL APPEARS ITEMS ABOVE OR BEHIND A-200.00 PROPOSED ELEVATIONS No Submission Date DH DOUBLE HUNG LAV LAVATORY TG TOP OF CONCRETE DoE DOOR OPENIN6 LOR LEADER TER TERRAllO AREA BEING ENLARGED DEFINED BY (DESCRIBED BY NOTE) DIM DIMENSIONS TW TOP OF WALL DA5HED LINE ON DOWN MAS MASONRY TYP TYPICAL A-300.00 PROPOSED SECTIONS AND DETAILS DIA DIAMETER MG MEDICINE CABINET ROOM NUMBER(SEE FINISH 5'-HED) MO MA50NRY OPENIN6 UR URINAL EA EACH MS MARBLE SADDLE UNFIN UNFIN151-M A-301.00 PROP05ED 5EGTION DETAILS rn, EWC ELECTRIC WATER COOLER MF6 MANUFACTURING OR UON UNLESS OTHERWI5E DETAIL,ELEVATION NUMBER IF DETAIL LETTER EL ELEVATION MANUFACTURER NOTED AND/OR SECTION IF ELEVATION OR SECTION ELEG ELECTRIC NIG NOT IN CONTACT VIF VERIFY IN FIELD IDENTIFICATION O DOOR NUMBER(SEE DOOR SCREED) A-400.00 PROPOSED DOOR AND WINDOW SCHEDULE `,w. ,-• �3 : r, ^ 4 R ENGL ENCLOSURE NT5 NOT TO SCALE VGT VINYL COMPOSITION TILE I N ESL SP EQUALLY SPACED A t�\� t FLOOR FLAN, _ EXP JT EXPANSION JOINT OG ON CENTER VPC VINYL WALL COVERING r e „P t 17 y WG WATERCL05ET I Q REVISION NUMBER 6-100.00 6ENERAL FIRE5TOPPIN6 DETAIL5 AND NOTES (1) ° r r; G : b E, :. � FAI FRESH AIR INTAKE PINT PAINT IASL WIRE 6L.AS6 56ALE: 1/4'=1'-0" �� " PD FLOOR DRAIN PR PAIR WI WROUGHT IRON 9, i `, FON FOUNDATION PTN PARTITION WD WOOD '•4 PSR It " '�` 4, FEXr FIRE EXTINGUISHER PL PLATE YD YARD DRAIN INTERIOR 6-101.00 6ENERAL FIRE5TOPPIN6 DETAIL5 AND NOTES (2) ELEVATIONS11PRANIN6 NUMBER WFIERE WINDOW TYPE(SEE HINDON SCHED) �—ELEVATIONS APPEAR 6-102.00 HURRICANE GONNEGTION DETAIL5 $ REQUIREMENT5 LEVATION NUMBERS V PARTITION TYPE(SEE WALL TYPES) 1`?i L jj"y-LJ-1; C,' '171 I iCAT10N 6-103.00 GENERAL NOTES AND M15G. DETAIL5r�`E ( �. , L.E,4p CONTENT BEFORE RT'i ICA TE OF OCCUPANCY -,)LDER USED IN WATER ® m B)/STEJ�I CANNOT �� � EXCEE)2110 OF 1% LEAD. llalkidl .. > OVEDS DOTED DATE: J , B.P.�S 1 ,5 �� . BUNG U IU9 BY: ALL ll_1j% UNG NiASTE 1600 Greenway East r1,';I=Y BUILDING DEPARTMENT AT 1 S� D 7h;')-11802 AAM TO 4 PM FOR THE ''. Orient New York 11957 Ft.-'_1.GWINa INSPECTIONS: 1. I-',',.;N1DATION - TWO REQUIRED TAUSS PLACAnDINC MQUIRED POURED CONCRETE \r'g� ry.::1GH - FRAMING & PLUMBING JiJSULATION 4. FINAL - CONSTRUCTION MUST Engineer: PE CV."PI_ETE FOR C.O. F, 1, r_ +STRUCTION SHALL MEET THE i , tl , ..,,..•: • ., aIVN�e i�� RE(<;J;REMENTS OF THE CODES OF NEIN y` STATE. NOT RESPONSIBLE FOR `�N O" C(; I,,!^TR!JrTION ERRORS, HU LOT Architect: COMBINED RESOURCES CO ULTING AND DESIGN" INC. 8� 30 NEWBRIDGE RD., SUITE 104 EAST MEADOW, NY 11554 _... = �. PROPOSED PROPOSED I P.516.644.2828 F.516.644.2820 15T FLOOR IST FLOOR C C I D C S 0- -W ;' %V''�f YC ;}� c �r. :_ o TO'+tVfJ CODES 15T AND 2ND FLOOR I, ; , ._ , N l3EQUIREO AN,0 CONDITIONS OF Tenant/occupant: ,� �� � 1600 GREENWAY EAST I o M1 n-g w r��s 6 2' rn I , : ,. ►- �� SOY"'1 :,r��,! N' :Etis Halkidis Residence t ice-_.. ! ' I i Z i KP PROP05ED DEC , , 1600 GREENWAY EAST $ ' tea ORIENT NY PROPOSED 15T FLOOR Drawing: a�.' .�� � °� • ;zM�,. � �"5h, r TITHE SHEET Initial Dwg Date= 01-OGI-15 Drawn By: (( �t - - - - - - - - - - - - - - - - - Job No.: Ghk By: 15-117 PS Re fjy Seale: PG: a�, .Tx As Noted _ ..�.. Lar• Y ��( ... '�,�c( _ �'`i"�'� �p ! � � ' f y I 3 Dwg No: 5eal 4-519n-- .<. r ,... a :a :t .4 r q t — - ♦ :�, r '' G `fl. '9. •y.g4,g?�„y ;ryc,'xZ (+LT b kR y, �a rc''.:f 2''4'5w,�^S:�'�• �l :. A . .f� PARK VIEW LANE a 3� .4C'1.Y;'e:. ,r," ':��'�♦� .'�. 'g€' �e ^. -tit, :;y,� ,}, <.�' ?", •;a�mK"' fir'.. ir"@:r,`'�',P yu �, � ;s r E I i�R0i�05 D 5 TEP LAN . ..,�- NThis This drawing and its contents, including but not limited to all patentable 5e01e: 1/16 = 1'-0 features, separately or collectively shown, constitute the original and 1600 GREENWAY EAST isheld property of Combined Resources Consulting & Design, Inc.- This drawin drawing may not be disclosed, reproduced in whole or part or employed for .� any purposethan other than specifically permitted by written consent of CRCD and is loomed subject to return on demand. G G G 0 0 The intent of this set of construction documents is to provide a con, and properly functioning space to be utilized for its designed purpose general contractor, construction manager, sub-contractor(s), supplier( and vendor(s) shall provide all labor and materials necessary to achie finished product capable of receiving a certificate of occupancy. Each GENERA04.111111 M07E50h mm contractor is obligated to examine the plans and if necessary, visit V site(s), so to be familiar with the actual conditions and requirements the project. Any alleged discrepancies, ambiguities or unknowns, shall immediately called to the attention of Combined Resources Consulting Design, Inc., so that the matter may be resolved prior to the submis of a bid proposal. Each contractor, by submission of their bid, shall RETE AND FOUNDATION (CONTINUED) CARPENTRY & LUMBER acknowledge that these documents are an adequate definition of the GENERAL CONDITIONS of work. Additional cast claims, based on any deficiency of constructi, documents, actual or not, will not be considered. 1. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL LIABILITY INSURANCE OR AS REQUIRED BY VILLAGE. 5. ALL CONCRETE IS TO BE MINIMUM 3500 P.S.I. FOR WALLS AND FOOTINGS,4000 P.S.I. @ SLABS AT 28 DAYS UNLESS 1. NO LOUISIANA PACIFIC WOOD PRODUCTS TO BE USED WITHOUT THE ARCHITECTS WRITTEN PERMISSION. OTHERWISE SPECIFIED ON PLANS. 2. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES 2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK, FRAMING, 6. PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY N.Y.S.C.R.R. HAVING JURISDICTION AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S FASTENINGS. NAILING. PLACING OF CONCRETE, ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN 7PROVIDE DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X KEY BETWEEN THE FOOTING AND LUMBER IS TO BE FURNISHED AND INSTALLED WITH ALL FASTENERS,ANCHORS, BLOCKING, BRIDGING,SADDLES, HANGERS, ETC. ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. . REQUIRED TO COMPLETE THE JOB. FOUNDATION WALL,AS NOTED ON PLANS. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 8. PROVIDE WALL REINFORCING AS INDICATED ON THE PLAN. JOIST HANGERS AND CONNECTORS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS 3 Issued for Permit 03-0 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. 9. ANCHORED BOLTS IN CONCRETE SHALL BE HOOKED 314"X 12"AT A MAXIMUM 6'O.C.AND NO MORE THAN 1'-0"FROM CORNERS. AND AS PER MANUFACTURER'S SPECIFICATIONS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY 2 Issued for Permit Review 01-3CSHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE"RECOMMENDED NAILING SCHEDULE" i Permit set I I-oa 10. PROVIDE BITUM EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. ACCOMPANYING THESE SPECIFICATIONS". No submission Dat 5. THE PREMISES SHALL BE KEPT CLEAN AT ALL TIMES EACH DAY AT COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL 3. ALL FRAMING, LUMBER, FLOOR JOISTS, HEADERS,WOOD POSTS, BLOCKING AND ALL ROOF RAFTERS, INTERIOR AND EXTERIOR WASTE MATERIALS, TOOLS, RUBBISH, ETC., CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN UNLESS OTHERWISE SPECIFIED. 11.ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ.FT. OR AS PER SIGNED WALL STUDS SHALL BE DOUGLAS FIR LARCH#1 GRADE WITH AN Fb= 1000 P.S.I.AND AN E=1,700,000 UNLESS OTHERWISE INDICATED AND SEALED DESIGN SPECS. OF A PROFESSIONAL ENGINEER, LICENSED IN N.Y.S. AS SHOWN ON ACCOMPANYING STRUCTURAL CALCULATIONS. 6. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY 12. PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. 4. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE#1 C DISCREPANCIES IN(WRITING BEFORE PROCEEDING WITH THE WORK EFFECTED BY SAME. DX GRADE,WITH EXTERIOR GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS-1,AND SHALL BE IDENTIFIED WITH THE 13.ALL FOUNDATION WALLS SURROUNDING BASEMENT AREA SHALL BE COATED. CONTRACTOR TO ASSEMBLE A 4'HIGH X 8'LONG ASSOCIATION. SUB-FLOOR PLYWOOD TO BE 3/4"THICK AND ALL O APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOD 7. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENT. SAMPLE WALL INDICATED FROM FOOTING TO BELOW FINISHED GRADE LINE, FOR ACHITECTS APPROVAL PRIOR TO COMMENCING WALL PLYWOOD TO BE 1/2"THICK. ALL ROOF PLYWOOD TO O D THICK. THE WORK. NO O.S.B.TO BE USED WITHOUT WRITTEN 8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND THEREFORE SHOULD BE EXAMINED THROUGHLY PRIOR TO PERMISSION FROM THE ARCHITECT. PROCEEDING WITH THE WORK AS THEY TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS. 14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(5 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN AND TESTED 5. ALL WOOD POSTS. RESTING ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE ANCHORAGE TO CONCRETE BASE. ALL POSTS AT 7, 14 AND 28 DAYS RESPECTIVELY, NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS RESTING ON TOP OF STEEL BEAM SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM. PROVIDE 9. ALL WORK SHALL BE PERFORMED AS OUTLINED IN THE AIA DOCUMENT, B201 GENERAL CONDITIONS. TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED EACH DAY, SOLID BLOCKING UNDER ALL POSTS TO SOLID BEARING. 15.ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS PERMISSION IS OBTAINED IN WRITING FROM 6, WOOD STRUCTURAL MEMEBERS IN CONTACT WITH MASONRY, CONCRETE OR EXPOSE TO THE ELEMENTS MUST BE 10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE ARCHITECT PRIOR TO PLACEMENT OF SAME. ''� PRESSURE TREATED. RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C1 AND C2 FOR 11.ALL WORK SHALL BSE PERFORMED IN SUCH A MANNER AS TO HAVE SAID WORK BE FREE OF DEFECTS. MASONRY WATER BORNE PRESERVATIVE TREATMENT. 7. FASTENERS AND HANGERS, ETC.TO BE"SIMPSON"OR APPROVED EQUAL IN SIZE AND GAUGES AS REQUIRED AND INSTALLED AS 12. CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS PROVIDED BY SUB CONTRACTOR FOR COMPLIANCE TO THE CONSTRUCTION 1. ALL CONCRETE BLOCK IS TO HAVE"DUR-O-WALL"REINFORCING EVERY SECOND COURSE. FILL TOP COURSE SOLID. ALL FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. DOCUMENTS AND THEN SUBMIT SAID APPROVED DRAWINGS TO THE ARCHITECT FOR APPROVAL, SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ!.FT. 8. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING JOISTS 8'-0"O.C. MAXIMUM SPACING. SECURE BOTTOM OF BRIDGING 2. MORTAR MIX TO BE ONE PART PORTLAND CEMENT, ONE PART LIME PUTTY,AND SIX PARTS SAND, OR ONE PART MASONRY CEMENT AFTER SUBFLOOR HAS BEEN NAILED. NO METAL CROSS BRIDGING SHALL BE USED. 13. NO SUSTITUTIONS SHALL BE MADE EITHER DURING BIDDING OR CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL INFORMATION NECESSARY TO EVALUATE SAID PRODUCT OR SYSTEM AGAINST THAT SPECIFIED PRIOR TO INCLUDING AND THREE PARTS SAND. PROVIDE WELDED WIRE MESH REINFORCING IN WALL, OR FLOOR SLABS AS INDICATED ON DRAWINGS. 9• ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SAME IN EITHER THE BILL OR'THE WORK". 3. CONTRACTORS TO ASSEMBLE A 4'HIGH X T LONG SAMPLE WALL INDICATING THE EXACT EFFECT OF ANY MASONRY SURFACE, FOR 10.ALL EXTERIOR WALLS TO BE 2 X 4 @ 16"OIC DOUGLAS FIR LARCH#1 GRADE WITH AN E=1,700,000 WITH 1/2"PLYWOOD THE ARCHITECTS APPROVAL, PRIOR TO COMMENCING WITH THE WORK, COVERED WITH 15#ASPHALT SATURATED FELT TO OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS 14. Engineer: SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD Iu",.00ATED AT THE BEARING POINT OF EACH L DRAWINGS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE RETURNED UPON COMPLETION OF THE WORK. 4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND CEMENT FILL. WOOD TRUSS OR JOIST. 15. BIDS ARE NOT SUBNOITTED IN THE SPECIFIED BID FORMAT SHALL NOT BE CONSIDERED. 11.WOOD STUD WALLS OR PARTITIONS EXCEEDING 8'-0"IN HEIGHT SHALL HAVE HOR'Z\`,NTAL WALL BRIDGING OR BE ADQUATELY 5. PROVIDE BRICK VENEER TIES (HOT GALVANIZED)@20"O.C.VERTICAL AND 16"O.C. HORIZONTAL EACH WAY TIED INTO WOOD SITE WORK FRAME OR BACKER BLOCK. BRACED AT INTERVALS NOT EXCEEDING 6'-0"AT THE 1/2 POINT VERTICALLY IN AN APPROVED MANNER. 12. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS, PARTITIONS, FIREPLA:'ES, CHIMNEYS, BETWEEN FLOORS, FLOORS 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. STAKING AND LAYOUT ARE TO E�:;;,BLISH ALL LINES AND 6. PROVIDE WEEPHOLES AT APPROPRIATE LOCATIONS @ 2'-0"O.C. AND CEILINGS,AND ALL OTHER CONCEALED SPACES. MAKE ALL JOINTS SMOKE TI: '�T AS PER RESIDENTIAL CODE OF Architect: BENCHMARKS AND VERIFY ALL GIVEN DATA ON DRAWINGS. IN CASE OF DISCREPANCY, RECEIVE x LARIFICATION FROM ARCHITECT 7. MAINTAIN MINIMUM 1"AIR SPACE BETWEEN VENEER AND WOOD FRAME WALL. NEW YORK STATE REQUIREMENTS. PRIORTO PROCEED( COMBINE 8. ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE BUILDING STONE:INS.ITUTE (B.S.I.) 13. MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE 7-3/4"AND MINIMUM TREAD SHALL BE 9-1/2"PLUS 1-1/8"NOSING ALL IN RESOURCES ACCORDANCE WITH 2010 RESIDENTIAL CODE OF NEW YORK STATE OR AS SHOWN ON DWGS. STAIR WIDTH BETWEEN HABITABLE c o U LTI N G AND DESIGN, 1 N c 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS,STOCKPILE TOPSOIL OBTAIPdE� FROM STRIPPING BUILDING SITE 9. PROVIDE POURED CONCRETE DEAFENING UNDER ALL FIREPLACE HEARTHS. SPACES AT DIFFERENT FLOOR LEVELS, SHALL BE NOT LESS THAN T BETWEEN HA°°::`•RAILS OR BETWEEN HANDRAIL AND A WALL. AND STOCKPILE ALL EXCAVATED MATERIAL AT THE SITE. STAIRS TO A BASEMENT OR CELLAR SHALL BE NOT LESS THAN 3'WIDE. 30 N E WB R I D G E R D., SUITE 10, EAST MEADOW, NY 11554 10. MAINTAIN 2"MIN.CLEARANCE BETWEEN FIREPLACES/CHIMNEYS AND COMBUSTIBLE MATERIAL AS PER RESIDENTIAL CODE 3. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FREE OF WEEDS,TREE ROOTS, ROCKS AND DEBRIS. OF NEW YORK STATE. 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE. RECOMMENDATIONS OF P.,51 6.644.2828 F.516.644.2820 MANUFACTURERSAND IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YOK STATE, INCLUDING THE FOLLOWING: 4. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM THE SITE. 11.ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT CONFORMANCE TO FIRE UNERWRITERS SPECS,AND A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND AS PER ENCLOSED NAILING SCHEDULE, 5. PROTECT ALL TREES WITHIN 25'OF THE BUILDING AND THOSE AS INDICATED TO REMAIN WITHIN 50'OF CONSTRUCTION AREA- RESIDENTIAL CODE OF NEW YORK STATE. BRACE, PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. PROVIDE PROTECTIVE CONSTRUCTION FENCING AT THE DRIPLINE OF ALL TREES TO REMAIN. 12. PROVIDE GAS LINES FOR LOGKITS OR STARTER MANIFOLDS AS DIRECTD ON PLANS. PROVIDE LOGKITS FOR ALL PREFABRICATED B. LAP JOISTS OR TRUSSES OVER BEARING BEAM TO BE SECURED TOGETHER. SECURE BUTTED JOISTS WITH 1"WIDE BY 18" FIREPLACES. METAL STRAPS AND TWO 8d NAILS TO EACH JOISTS. Tenant/occupant: 6. PROPER APPROVAL(MUST BE OBTAINED BEFORE COVERING(BACK FILLING)ANY EXCAVATED WORK. C. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST 1-114"WIDE, IN BOTH DIRECTIONS, FOR SECURING SUBFLOORING 13.ALL STONE TO BE INSTALLED IN 2'-0"(VERT)LIFTS ALLOWING SUFFICIENT TIME FOR MORTAR TO CURE. DRYWALL, ETC. FROM SURFACES WITH FRAMING MEMBERS, OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO 8d NAILS Haikidis Residence 7. NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE INSTALLATION OF THE FIRST FLOOR FRAMING SYSTEM IN PLACE AT EACH END. AND WITHOUT PROPER BRACING OF WALLS. NO MACHINES TO RIDE WITHIN 10'OF FOUNDATION WALLS AFTER BACK FILLING IS 14.ALL BRICK SHALL BE FACE BRICK CLASSIFIED AS GRADE SW AND TYPE FBA AND SHALL MEET OR EXCEED ASTM C216 STANDARDS. COMPLETE. ALL BRICK SHALL BE MODULAR SIZE UNLESS OTHERWISE NOTED. COLORED MORTAR SHALL BE USED(COLOR TO BE SELECTED). D. PROVIDE SOLID BLOCKING FOR CROWN MOULDINGS,CASING, BASETRIM OR OTFIrR MILLWORK AND CARPENTRY AS REQUIRED. Location: MORTAR TO BE TYPE W UNLESS OTHERWISE NOTED. THE MORTAR JOINT TYPE SHALL BE CONCAVE OR RODDED UNLESS E. PROVIDE DOUBLE JOISTSIT'RUSSES,AND HEADER AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL 1600 GREENWAY EAST 8. ALL BEARING SOIL IS ASSUMED TO BE OF A SANDY WELL DRAINING MIX WITH A MINIMUM SOIL BEARING CAPACITY OF OTHERWISE NOTED. OPENINGS 2"OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. ORIENT, NY 2 TONS/SQ.FT. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY FROM THOSE ASSUMED HERE PRIOR TO INSTALLATION OR F.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH"RECOMMENDED COMMENCEMENT OF THE WORK. STEEL NAILING SCHEDULE"INCLUDING IN THESE SPECIFICATIONS OR AS HEREAFTER NOTED: Drawn : 9 9. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DESIGNATED PARKING AREA FOR WORK VEHICLES AND UNLAODING AREA 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36. (1)SECURE SOLE PLATES WITH 16d NAILS 16"O.C.THROUGH SUBFLOORING AND INTO FRAMING OR BLOCKING. GENERAL NOTA �� SHALL BE SET UP SO AS TO MINIMIZE DISTURBANCE TO THIS SITE OR ADJACENT NEIGHBORING SITES. (2)STUDS NOT LESS THAN 2"X 6"OR 2"X 4"@ 16"O.C. FOR EXTERIOR OR INTERIOR WALLS, RESPECTIVELY, 2. THE DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCIORDANCE WITH THE LATEST DOUBLED AROUND OPENING AND TRIPLED AT CORNERS. 10.ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GRADE SO AS TO ELIMINATE CONTACT WITH WATER AND TO BE EDITION OF THE AISC SPECIFICATIONS. (3)PLATES AND BLOCKING TO BE THE SAME WIDTH AS RELATED STUDS OR WIDER. PROTECTED WITH TARPS. 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM A-325 OR A-490 (4)FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES. BOLTS WITH LOCK WASHERS. (5)PROVIDE TWO(2)2"X 4"WITH FULL LENGTH KING POST STUDS AT THE END OF ALL HEADERS UNLESS OTHERWISE CONCRETE AND FOUNDATION 4. PAINT ALL STEEL ONE SHOP COAT OR RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. NOTED OR APPROVED. Initial 5P49 Date: Drawn E3 : (6)PROVIDE SOLID BEARING FOR ALL TRUSSES,JOISTS, RAFTERS, GIRDERS, POSTS, ETC. 07-oq-15 Mp COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. Job No UNLESS NO : 7) TED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL OPENINGS IN SIZE TO MATCH Ghk )3y` 1. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY A.C.I. ( 15-117 ps 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH THE AMERICAN WELDING ADJACENT FRAMING. Scale: A,g Noted PG: SOCIETY STANDARD QUALIFICATION PRCEDURE. G. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS, NAIL WITH 6d COMMON NAILS 6"O.C.ALONG oi=:--..x� 2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F.AND RISING MIN. SUPPORTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORT 6. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED ON DWGS. S, BREAK JOINTS IN ADJACENT COURSES, LOCATE END JOINTS DW9 No: . OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACEUNDERLAYMENT CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ,WHERE REQUIRED SHALL BE 7. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FORAPPROVAL PRIOR TO FABRICATION. SIMILARLY INSTALLED. e 4. NO ADDITIVES SHALL IBE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. 8. ALL STEEL TO BE CERTIFIED TO BE OF THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY'TO ARCHITECT. H. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, LOCATE END JOINTS OVER SUPPORTS, : STAGGER JOINTS, PROVIDE METAL"H"CLIP AT JOINTS AT SIDES OR PANELS WHEN SPACING OF SUPPORTS IS GREATER ? . ® 3 THAN 16 O.C. `;A �.C9211t I. FURRING,WHERE REQUIRED TO BE TRUE TO LINE, NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPORTING SURFACE. '�'Fr, s 0 a This drawing mnd its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. WE drawing may snot be disclosed, reproduced in whole or part or employed fo any purpose other than specifically permitted by written consent of CRCD Y and is loaned subject to return on demand. G G G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub-contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be EwRAL rk"TRES immediately called to the attention of Combined Resources Consulting & e Design, Inc., so that the matter may be resolved prior to the submission e of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents ore an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. CARPENTRY & LUMBER (CONTINUED) GLASS, WINDOWS AND DOORS (CONTINUED) ELECTRICAL 12. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS(120MPH WAND ZONE OR WITHIN 1 MILE OF THE OCEAN 1. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE, LOCAL,AND UTILITY COMPANY CODES AND 15.ALL FLOORS TBAY OR SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND BOURNE;DEBRIS OR THE BUILDING SHAL BE DESIGNED TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER 112""COMFORT BOARD"OR OTHER APPROVED EQUAL, REGULATIONS. OVER 314"SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING,QUARRY TILE OR CERAMIC TILE SHALL HAVE ONE LAYER OF AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE RESIDENTIAL COIDE OF NEW YORK STATE.GLAZED OPENING 2. SERVICE SIZE SHALL BE 200 AMP UNDERGROUND SERVICE WITH A CIRCUIT BREAKER PANEL. ELECTRICIAN TO VERIFY. 314"PLYWOOD SUBFLOORING. PROTECTION FOR WIND BOURNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E1996&ASTM 3. CIRCUIT PANEL SHALL BE INSTALLED WITH AT LEAST FIVE SPARE CIRCUITS. ALL CIRCUITS SHALL BE MINIMUM 15 AMP. E1886. EXCEPTION:WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"(11.1 mm)AND A MAXIMUM SPAN OF 8'(2438mm) POWER WIRING SHALL BE MINIMUM 14 AWG COPPER. 3 Issued for Permit o3-ob-17 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN OR HEAVY SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO STORY BUILDIINGS.PANELS SHALL BE PRECUT TO COVER 4. CONVENIENCE OUTLETS SHALL BE LOCATED 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. ALL SWITCHES TO BE 2 Issued for Permit Review of-30-17 GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK PILED ON WOOD DUNNAGE, IN A RELATIVELY FLAT, DRY AREA. THE GLAZED OPENINGS WITH ATTACHEMEBNT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE LOCATED 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED AS PER RESIDENTIAL CODE OF NEW YORK STATE. I Permit Set II-ori-IS SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING AND INSTALLATION. R302.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETIRMINED IN ACCORDANCE WITH THE No 5ubmisslon Date PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 5. SUPPLY RECOMMENDED LAMPS IN ALL FIXTURES. 17.ALL WOOD TRIM INTERIOR OR EXTERIOR TO BE AS MANUFACTURED BY OLD WORLD MOULDING CO., FARMINGDALE, N.Y.OR AS 6. INSTALL EXHAUST FANS IN BATHS AND POWDER ROOMS DUCT ALL FANS TO THE EXTERIOR. SHOWN TO BE CUSTOM MANUFACTURED AS DICTATED BY THE CONSTRUCTION DOCUMENTS. GYPSUM M WALLBOARD 7. INSTALL HARD WIRED SMOKE DETECTORS IN BEDROOM AREAS AS INDICATED AND AS PER RESIDENTIAL CODE OF NEW YORK STATE 1. GYPSUM WALLBOARD APPLICATIONS SHALL BE TAPE JOINT SYSTEM. AND AT TOP OF STAIR. PROVIDE HEAT DETECTOR NEAR BOILER. 18.ALL INTERIOR TRIM, INCLUDING FLAT STOCK TO BE MANUFACTURED FROM CLEAR POPLAR UNLESS NOTED OTHERWISE. 2. ALL GYPSUM BOARD TO BE 518"TYPE"X"ON WALLS AND 518"TYPE"X"ON CEILINGS(UNLESS OTHERWISE INDICATED). 8. SUPPLY G.F.I. OUTLETS IN ALL BATHROOMS, GARAGES,AND KITCHEN AND ANY OTHER PLACE WHERE MOISTURE IS PRESENT INSTALLED AS PER UNDERWRITERS LABRATORIES SPECIFICATIONS, AND AS PER RESIDENTAIL CODE OF NEW YORK STATE. 19.ALL TRIM TO BE ALLOWED TO ACCLIMATE TO SURROUNDING HUMIDITY LEVELS IN HOUSE FOR A MINIMUM OF 2 WEEKS PRIOR TO 9. SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED. INSTALLATION. CLIMATE CONTROL SYSTEMS SHALL BE INSTALLED AND OPERATING DURING ACCLIMATION PERIOD. 3. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. 10. PROVIDE EXTERIOR WEATHERPROOF OUTLETS AS INDICATED ON PLAN. 20.WHERE POSSIBLE,USE FULL LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE NECESSARY. THEY SHALL BE 4. ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH(. MECHANICAL INCONSPICUOUSLY LOCATED AND CUT IN A SCARF JOINT FASHION. 5. METAL CORNER BEADS TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 1. ALL WORK SHALL COMPLY WITH THEBULDING CODE OF NEW YORK AND OTHER APPLICABLE NATIONAL AND STATE CODES INCLUDING 21.ALL JOINTS, BOTH MITER AND SCARF,TO BE GLUED AND NAILED, 6. SHOWER AND TUB ENCLOSURES TO BE LINED WITH 112"WONDERBOARD OR"DURIOCK",ALL OTHER BATHROOMS AND LAUNDRY THE INTERNATIONAL MECHANICAL CODE-2003,ASHRAE STANDARD 90.1-1999, INTERNATIONAL BULDING CODE-2000, ROOMS AND ANY PLACE WHERE MOISTURE IS PRESENT TO HAVE 1/2"WATER RESISTANT SHEETROCK. THE INTERNATIONAL FUEL GAS CODE-2003,OSHA,NFPA,ASME,ANSI,SMACNA,AND ASHRAE/EPA/UL STANDARDS. 22.ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. 7. GYPSUM WALLBOARD AT GARAGE AND AT HEAT PRODUCTION EQUIPMENT SHALL BE 518"TYPE"X"FIRE RESISTIVE G.W.B.AND ALL WORK SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL CODES, LAWS REGULATIONS,AND ORDINANCES. BOTH FRONT AND BACK AS PER PAINTING SPECIFICATIONS TO FOLLOW. ALL JOINTS TO BE WEATHER CUT AND GLUED. INSTALLED AS PER RESIDENTIAL CODE OF NEW YORK STATE. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES ETC.TO ARCHITECT PRIOR TO INSTALLATION. MECHANICAL CONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE 23.ALL EXTERIOR COLUMNS TO BE HB&G PERMACAST OR APPROVED EQUAL IN SIZES INDICATED OR AS PER CUSTOM DESIGN. WOOD FLOORING ARCHITECT OF ANY MECHANICAL AND STRUCTURAL DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. 1. WOOD FLOORING MATERIAL TO BE SELECT STRIP OAK FLOORING OR AS INDICATED ON PLANS. 3. ALL WORK SSALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY ANY PORTION OF 24. FLITCH BEAMS SHALL HAVE A MINIMUM Fb=15000 E=11.4 WITH 112"BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP 2, WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WEEKS PRIOR TO INSTALLATION. FLOORING TO BE WORK PERFORMED BY OTHERS. AND BOTTOM EDGE, UNLESS OTHERWISE NOTED.THEIR SHALL BE A BOLT, BOTH TOP AND BOTTOM,2"FROM EACH END STORED IN A MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND MATERIAL AS PER MANUFACTURER'S SPECIFICATION. 4. INSTALL ALL APPLIANCES WITH THE CLEARANCES FROM UNPROTECTED COMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANCE LABEL AND AND IN THE MANUFACTURER'S INSTRUCTIONS AND TABLE M1306.2 OF THE 2010 N.Y.S. RESIDENTIAL CODE. DECKING 3. WOOD FLOORING TO BE PLACED LOOSE ON CLEAN PLYWOOD SUBFLOOR FOR 24 HOUGHS PRIOR TO FINAL INSTALLATION. CONTRACTOR NOTE: Engineer: 1. ALL EXTERIOR FINISHED DECKING TO BE 514"X 5"T&G FIR DECKING. PRIMED BOTH SIDES PRIOR TO INSTALLATION AND WOOD INTERIOR TRIM CONTRACTOR TO INSTALL HAY BALES ALONG GRADING LINE PRIOR TO START OF THE CONSTRUCTION PROCESS AS PER D.E.C., "BLIND"NAILED AND GLUED IN PLACE. 1. WOOD TRIM TO BE AS INDICATED ON PLANS. VILLAGE AND ANY OTHER GOVERNING AGENCIES. AFTER CONSTRUCTION, REMOVE HAY BALES AND DISPOSE OF PROPERLY. 2. ALL STRUCTURE FOR DECKING TO BE CCA PRESSURED TREATED LUMBER IN SIZES INDICA T FD AND INSTALLED AS PER AWPA 2, WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(5)WEEKS PRIOR TO INSTALLATION. WOOD TRIM TO BE STORED STANDARDS. IN A MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND MATERIAL AS PER MANUFA,3TURERIS SPECIFICATIONS. 11 1 3. ALL RAILINGS TO BE MANUFACTURED FROM GRADE"A"WESTERN CEDAR IN SIZES AND STYLES INDICATED. 3. WOOD TRIM IS TO BE APPLIED TO CLEAN SURFACE. Architect: N.Y.S. ENERGY CONSERVATION-GO®E PAINTS AND STAINS 1. ALL WINDOWS SHALL HAVE AN INFILTRATION RA ING OF 0.3 CFM PER FOOT OF PERABLE SASH. ALL SWING TYPE AND SLIDING COMBINED STAIRS 1. EXTERIOR WINDOWS, DOORS AND WOOD TRIM ARE TO HAVE ONE(1)OIL-BASED PRIMO COAT AND TWO(2)COATS OF E AMEL GLASS DOORS SHALL HAVE AN INFILTRATION RITE OF 1.0 CFM PER SQUARE FOCI �F DOOR AREA. RESOURCES - CO LILTING AND DESIGN, INC. 1. ALL STAIRS SHALL BE MANUFACTURED AS NOTED ON THE CONSTRUCTION DOCUMENTS. SATIN FINISH PAINT. 2. ALL HEATING EQUIPMENT SHALL MEET THE EFFI I NCY STANDARDS OF THE N.Y.S.ENERGY CONSERVATION CODE. 2. INTERIOR WALLS AND CEILINGS ARE TO HAVE ONE(1)COAT OF ENAMEL PRIME COAT AND TWO(2)COATS OF LATEX 3. ALL MECHANICAL SYSTEMS SHALL CONFORM TOJESIDENTIAL CODE OF NEW YORK STATE,AND ALL LOCAL CODES 3 o N E WB R I D G E RD., SUITE 104 ASPHALT ROOF SHINGLES FLAT FINISH PAINT. HAVING JURISDICTION. EAST MEADOW. NY 11554 1. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. CONTRACTORS SHALL 3. INTERIOR TRIM TO HAVE ONE(1)COAT ENAMEL PRIME COAT AND TWO(2)COATS OF ENAMEL SATIN FINISH PAINT. P_51 6.644.2828 F.516.644.2820 4. THERMOSTATS SHALL MEET A MINIMUM REQUIRED RANGE OF 45-74 DEGREES F. SUPPLY COLOR SAMPLES OF THE SHINGLES FOR ARCHITECTS AND/OR OWNERS APPROVAL PRIOR TOINSTALLATION. 4. BALUSTERS ARE TO HAVE ONE(1)COAT ENAMEL PRIME COAT AND TWO(2)COATS OF ENAMEL SEMI-GLOSS. THE MA STAIR 5. DOMESTIC HOT WATER SHALL BE EQUIPPED WITI�, CONTROLS TO LIMIT HOT WATER TEMPERATURES TO 140 DEGREES F. 2. ALL SLOPED ROOF SHINGLES SHALL BE 50 YR.ARCHITECTURAL ROOF SHINGLES OR APPROVED EQUAL. HANDRAIL IS TO HAVE PREMIUM STAIN AND SPRAYED-ON LACQUER FINISH HAND-RUBBED TO A HIGH GLOSS. 6. ALL NEW CONSTRUCTION SHALL CONFORM TO T E N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE FEBRUARY 12, 1992. 5. WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE(3)COATS POLYURETHANE. 7. ALL EXTERIOR WALLS AND ROOFS SHALL BE INS LATED WITH KRAFT PAPER FACED FIBERGLASS BATT INSULATION BY"JOHNS 3. FOR ROOFS WITH A PITCH OF 4 ON 12 OR LESS(2 ON 12 MIN.),THE ROOF SHALL HAVE TWO(2)LAYERS OF UNDERLAYMENT APPLIED. MANVILLE"OR APPROVED EQUAL. PROVIDE SOU D ATTENUATION BLANKET IN ALL INTERIOR WALLS AND FLOORS: P Tenant/Occu ant: "GRACE"BRAND ICE AND WATER SHIELD(OR EQUAL)SHALL BE APPLIED AT ALL ROOF EDGES, EAVES AND VALLEYS(2'-0"MIN.) PLUMBING 2"x4"WALL 3.5" R-15 4. ROOFING CONTRACTOR TO PROVIDE ALL LEAD COATED COPPER FLASHING OR APPROVED EQUAL WHERE VERTICAL SURFACES 1. CONTRACTOR SHALL INSTALL COMPLETE DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. 2"4"WALL 6" R-19 Halkidis Residence MEET ROOFS,'VALLEYS AND ANY OTHER PLACES REQUIRED FOR A WATERTIGHT WEATHERPROOF JOB. FLOOR 7.25" R-22 2. PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES. CEILING 7.25" R-22 3. ALL WATER PIPING TO PITCH BACK TO WATER HEATER. ROOF 7.25" R-22 Location: GLASS, WINDOWS AND DOORS 4. WASTE PIPING TO HAVE CLEANOUTS AT ALL CHANGES OF DIRECTION AND AT BASE:OF VERTICAL WASTES. 8. THE RATIO OF GLAZING SQUARE FOOTAGE T9 ROSS EXTERIOR WALL SQUARE FOOTAGE SHALL BE SUCH THAT THE 17 TOTAL THERMAL RATING OF THE BUILDING NVELOPE SHALL BE NO LESS THAN ZERO AS SPECIFIED BY THE N.Y.S. 1600 GREENHAY EAST 1. ALL WINDOWS AND DOORS, UNLESS OTHERWISE NOTED,SHALL BE AS MANUFACTURED BY MARVIN 5. USE 4: CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. PER FOOT.WINDOWS IN SDL ENERGY CONSERVATION CONSTRUCTION CODE. ORIENT NY SIMULATED DIVIDED LITE STYLE. 6. TRAPMASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS: A.ALL GLASS TO BE INSULATED OR AVE STORM WINDOWS (.69U). 2. ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INSULATING GLASS WITH THERMALLY BROKEN FRAME SYSTEM, DISHWASHER 2" B. DOORS TO BE INSULAT OR TO HAVE STORM DOORS AND WEATHER-STRIPPING (.40U). Drawing: UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS SCREENS AS INDICATED. KITCHEN SINK 2" 9. 2" RIGID SOLATION 5 SHALL BE INSTALLED ON THE EXTERIOR OF THE FOUNDATION WALL TO WITHIN 2" OF THE TOP �EN���L NOTES 2_ 3. EXTERIOR FINISH TO BE FACTORY APPLIED ENAMEL PRIME COAT ON WINDOWS AND TREAT ED BARE WOOD ON DOORS. INTERIOR LAVATORY 1-112" ( - (' FINISH TO BE PRIMED WOOD. SHOWER 2" OF THE FISIiGRADE AND EXTENDING TO THE TOP OF THE FOOTING AT THE DIRECTION OF THE OWNER/CONTRACTOR. TOILET 3"OR AS PER RISER DIAGRAM-REFER TO RISER DIAGRAM 4. GLASS SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED. 7. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. THIS HOUSE WILL CONFORM TO THE N.Y.S. ENERGY CODE REQUIREMENTS, IF BUILT AS DRAWN. 5. ALL SLIDING GLASS DOORS, ROOF WINDOWS,SKYLIGHTS,AND WINDOW GLASS WITH A SILL LESS THAN 18"ABOVE FINISHED FLOOR;AND/OR AS REQUIRED BY CODE, SHALL BE INSULATED TEMPERED SAFETY GLASS. 8. ALL SYSTEMS TO HAVE ONE 4"OR TWO 3"MAIN VENT STACK INCREASED TO 4"THROUGH THE ROOF. Initial Dwg Date: 01_0q_15 Drawn By: 6. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 9. THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM SHALL COMPLY TO THE APPLICABLE COUNTY DEPARTMENT OF HEALTH MP 7. ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER N.Y.S. ENERGY CONSERVATION CODE REQUIREMENTS. STANDARDS AND REGULATIONS. Job No.. 15-111 Ghk E�: P5 8. PROVIDE FLASHING PANS UNDER ALL SLIDERS, DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFACE. ALL FLASHING 10.APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO CONCEALMENT, TO BE"JAMB-SIILL"OR EQUAL. O 11. PRIOR TO ORDERING, CONTRACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNER'S APPROVAL. scale. As Noted F: o>=: x 9. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE AS REQUIRED. 12. CONTRACTOR SHALL NOT CUT JOISTS, STUDS,OR OTHER STRUCTURAL MEMBERS WITHOUT THE APPROVAL OF THE ARCHITECT. Dwg No: seal 4 sign: �? 10.ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 13. UNDERGROUND COPPER SHALL BE TYPE"K"COPPER. _ {� �4 �\A NO LESS THAN 1 YEAR. 14.ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. ,Nn 11.WINDOWS AT(HABITABLE SPACES SHALL MEET EGRESS REQUIREMENTS AS STATED IN THE N.Y.S. CONSTRUCTION RULES AND <� Yi" ,1 m 15. PROVIDE FULL METAL STRAPS AND HANGERS TO INSURE PROPER INSTALLATION OF ALL PIPING. T 102 REGULATIONS SECTION R310. 16.WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICKNESS TO SATISFY THE ENGINEERING REQUIREMENTS FOR00 HEAT FLOW,VAPOR FLOW AND WEATHER-PROOFING IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND = .~ G ALL LOCAL CODES HAVING JURISDICTION. `�^r�, '�° '' oF� a Z This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and 4 unpublished property of Combined Resources Consulting & Design, Inc.. This 9 drawing may not be disclosed, reproduced in whole or part or employed for '- any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. a S F F G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), 5A 2"X6" Stud 78" and vendor(s) shall provide all labor and materials necessary to achieve a Fj 4" 3„ finished product capable of receiving a certificate of occupancy. Each A 2"X6" Stud 4 SIn 1—�8 contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of 5 2"X4" Stud 8 n 5, " 5 5 the project. Any alleged discrepancies, ambiguities or unknowns, shall be 4 2"X4" Stud 4411 " 5 " 5"2�" ✓2� b immediately called to the attention of Combined Resources Consulting & 31 n 5n 8" Design, Inc., so that the matter may be resolved prior to the submission „ " 3 " of o bid proposal. Each contractor, by submission of their bid, shall 8 acknowledge that these documents are on adequate definition of the scope WEATHER RE515TANT 1 .� of work. Additional cost claims, based on any deficiency of construction BARRIER documents, actual or not, will not be considered. SHEATHING WOOD 5TUD 2"x4" WOOD STUD 2X6 WOOD STUD 1 2 xb WOOD STUD 2"x6" WOOD STUD SHEATHING WEATHER RE515TANT BARRIER (1) LAYER 5/8" GYP. BD. _ (1) LAYER 5/S" 6YP. BD. GALVANIZED METAL LATH NAILS 1-I 2" INTO INSULATION. FINISH GERAMIG INSULATION. ID WOOD SNEER FINISH QUALITY STONE _ EXTERIOR TILE — -J- — — — — — — — — �L 3 Issued for Permit 03-06-17 (1) (I) LAYER 5/8" \IF 2 Issued for Permit Review 0I-30-17 I - 5/S WATER 6YP.BD. 1 WOOD BOARD PLANK(BOARD) I Permit Set II-04-15 RESISTANT 6YP. BD. (1) LAYER 5/g" (1) LAYER 5/5" WOOD STRIP (BATTEN) I, No Submission Date GYP.BD. GYP.BD. I OVERLAPS MIN 1/2" 1 I • „ I 5 2'X4' WOOD 5TUD5 4 2'X4'WOOD 5TUD5 3 EXTERIOR WALL -BATTEN AND 130ARD FIN15H EXTERIOR WALL -5TONE VENEER FIN15H F5A] 2'X4'WOOD 5TUD5 4A 2'X6' WOOD 5TUD5 W/-�LL TYTE5 - Scale- 1-1/2" = I'-0'1 2ND FLOOR GAS METER HWH BOILER DRYER RANGE 15T FLOOR Engineer: OUT5IDE 5ERVIGE — J � 6A5 R15ER Architect: COMBINED 4" STAG 4"STAG RESOURCES CO ULTING AND DESIGN, INC. ROOF 4" VENT J L 4 /ENT L J) 30 NEWBRIDGE RD., SUITE 104 EAST MEADOW, NY 11554- P.51 6.644.2828 1554P.516.644.2828 F.516.644.2820 )- „ l I T II-I/2 I1--1/2 II-I/2 II-I/2 I I i I I I I NEW W.G I NEW SINK I NEW SINK I ( I Tenant~/Occupant: I I I I i I Halkidis Residence NEw NEW 1 2ND FLOOR 15HO R TUB Location: NEW 4" NEW 4" 1600 6REENWAY EAST I NEW 2 —II NEW 2" NEW 2" ORIENT, NY Draw►ng: YVALL T I FES I i F1=UMC I N(5 AND (5A S RISER NEW LAV. I NEW W.G I I I I NEW SINK NEW SINK I I I NEW I NEW NEW I I DW' I WM. Initial Dwg Date: Drawn 8y: 15T FLOOR 15110 R 01-0,I-15 MP .lob No.: 15-111 ak E�: P5 NEW 4" NEW 4" scale: As Noted Dwg No: Seal 4"1qn G.O. ;: y . TIE INTO 501E LINE id ® `�^ OP 001 1000.0?1'� 3 v k� n FLUM13145 RISER Z 5 This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This odrawing may not be disclosed, reproduced in whole or part or employed for w any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. x G G G 0 0 Vi The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub-contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a 2 finished product capable of receiving a certificate of occupancy. Each 2 contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission I Il, of a bid proposal. Each contractor, by submission of their bid, shall I 2O'-II° 1 acknowledge that these documents are an adequate definition of the scope NEW PIERS W/ 38,_3„ of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. 5TONE VENEER 12-6 " FIN15H 13-10 ° CS'-42" 13-10" 2-52 II'-5"213-10I 2 = 3 I r �j - - - — — — — 1 - - - - - - - - - - - - �-- - - - - - - - - - - 1- -1 t L J L PROJECTION LINE I f - - - - - - DN ' / I I t _ ROOF ABOVE T „ " „1 1 0 12'-02" 8'-1" I I6'-4" I I I 3 Issued for Permit 03-06-17 141-41115-4 2 131-3112 11 - / 1 I 2 Issued for Permit Review 0I-30-17 � — — — — — -- COLUMN - ----- -------- - --- - 2 - 1 36 HTWROU6HT I ' -------------- --------- I =�+ - - - _ ON RA11 I '- - - - - - 1 I 1 Permit Set II-Oq-IS CV — - - r -------- _ L- -------- I ---------------------- I -2c7-7------- — ------------------ F , L I o Submission Date --- _� 1 � I I 2 1 1 IrjCLOS�TI_ `>- I/ I I `�' 1 i � i l r------------------� I I I WOOD FLOOR u I 1 —} A I _ I j I I I 1 r I 11 I WOOD _ pr`s 1 I 1 1 1 I I cr L A.I I I tr) TV ROOM I I 4 WOOD STAIRS ® I FLOOR � I I 712,_x„ PROJECTION INE LAIUNDRY RM Space 009 I I i I WOOD DECK T I 1 1 1 36"HT WOOD ® I I 1 r I I I Space 008 314 5F I I I 1 1 1 I ABOVE 1 1 39 5F 1 I I i 1 RAILING l� r _ I - 8 - - - - - - - I I - - - 1 I - - - - I - - - - - - I 1 IUP I- I POR C 1 I I = I I MUD RM I I I 4' I Space 0 0 I 1 i t d I- Space 007 1 IDECORATIVEI I 1 I 1,288 5 I I I = 32 5F I I 4 4A OL MN i i 1 CoWmN I 2 4 I I I I I 1 � LINE r I I I I 1 I r I PROJECTION r � I ABOVE OF I _ I 1 5'-42 W 6D1� a T-22' 1 I 1 I 1 Ct B 11 I I I L - II I 1 1 L- 36" HT I WROU6HT v I- -� I 1 IRON RAILING I I 5TRUGTURAL i 1 I II I I 1 I 1 I I COLUMN iR - - - - - I _ IJ - II - I 1 / I I - - - - - - - I IIII I I PROJEAGBTIQN LINE I I I I G 1 �r I I I I I I I 1 WALL / I I I In _ I I I _ I I I I I 1 4' I I L I I J 1 / _ 1 L- j I L I I J I'-3" 2'-11 I 1 1 1 COLUMN r-I PROJEGTIO LINE L-- -7 I m I - -I I I I BALCONY OVE / I 1 1 I I I I i Engineer: 1 I I 11 I 1 I 1 1 1 I I II I FOYER' I KITCHEN I SP66 Obi 1 l_/ r, I I I UNEXCAVATED I I UNEXCAVATED I I I I I Space 006 I Q I 1 1 1 5 I I I I = I 348 5F I I I I I I I I I I I I = LL//� 1 in I I I I I 1 I I I I I in a o I ! OPEN ABOVE I = I I I = - ,- a� d, I N I I I 1.3 I.I A.I ►n I I 1 1 1 II 1 I I I 4 I I 1 1 1 1 1 I - I I1 o I I I I I I I I I I I Architect: 1 LIVING ROOM I A I 4-10 51-611I I 4 I I I I I I I I 1 1 1 Space 043 I 1.2 cv I I I 1 1 1 I 4'_l.. I I I 118. COMBINED I I I alb 5F\ QI Q2 3 I I I I c6AT Z;L. 10-I 1 `_,' i I 1 I RESOURCES r _ J I CO LILTING AND DESIGN, INC. I 3" x10" ® 12" aG �� I W/ 1/2 MTL 5TRAP @ 4'-0" .G 1 / IGOLUMN rt r2' I 1 I I L r J 30 NEWBRIDGE RD., SUITE 104 i t � --I 1 I—� I 1 ( 1 i I I i r—I I—, '-3' 2'-11 I q' EAST MEADOW, NY 11554 COLUMNP.516.644.2828 F.516.644.2820 L _ 1Z I 1 1 1 � - ` - - - I I I I I I o L- 1 _ I WOOD FLOOR) 11 I 1 <r 1 I L- I _J 1 I I 1 1 I I I \ I 5 6' I 5 1 Imo, 1 I I j I 1 1 1 I I -� I _ 1 1 I1 I 1 I � E I DECORATIVE I I / 1 I I 1 _ i I , 1 I I f Tenant/Occupant: 1 COLUMN PROJEGTIpN LINE I N 1 I I I / AW I I I I f 1 O 11.10 I WALL VE I m I I I BATHRM. I.q I / 1 � I L Space 005 I -- m 1 1 i I I I I I I L I 1 I I Halkidis Residence -_, 5q 5F i I � I STON FINISH I I PIER5 I I - I I I � I 1 I 1 1 1 1 I 1 1 IUP r 1_ j = I I r-- i I - Location: DINING ROOM ( 1_T I I 6 I I I I — �j Space 004 i l l / 02 -l" 1 i l l r I I I 1600 GREENWAY EAST I� 314 5F 1 i I WOOD I I I I 1 2 1 I ORIENT, NY FLOOR I I I 1 1 I I /WOOD FLOOR 11 OO I I I I I l i I I I CLOSIET - I 61 I l i 1 L 6.1 I I Il I bi \ I ( - 1 I 1 I I 1 ISI �llll �ROFOSED FOUNDATION AND I 2 20'-1" I , 4-I- I ---J i N I I L-----------------J FIRST FLOOR PLAN 11 L ------------------ - ---------- -- I L----------------------J 12 �ry , r------------------ T2 F OOD FLOOR - H 1 ----- -------- ------ COLUMN ' -------- i - cn 14'-42" 5'-4" 2' " 13'-2" 3' I \ I o 12'-02" 8'-I" I6'-4" I ( Initial Dwg Date: Drawn 8y: _ _ I 01-09-I5 MP STONE FINISH ON I I I - - - - - - I Job No.: Ghk Ey: PIER5 O I I- � 11 '°` r-} — — — — — 1 -� F -1 1 � IS-117 P5 - - - - -1 - - - - -1 = - ® - - - - -1--®- 1- - - - I 11— ale 12'-bi" L " I I 13'-10 ° L y- - - - - - - - - - - - - - - - - - T3- - - - - - - - - - - t J sG A5 Noted LOF x 2 q I 13 10 2 Dwg No: Seal 4 Sign.:. d _ _ 2° 13'-10" 12_ �� 111-511 I 5 CE 36-311 CE CL Ir CE I PROPOSED FIRST FLOOR PLAN AREA: 3,168 5F AREA: 3,168 51- = 4 PROPOSED FOUNDATION PLAN (SLAE3 WITH FOUNDATION WALL FOOTING) 4 I This drawing and its contents, including but not limited to all patentable Scale: 3/16" = I'-0" Scale: 3/16" = I�-0�� features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for rL any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved 2 of a bid proposal. Each contractor, by submission prior their bid, shall mission 4 I I 4 acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. I � I I I 1 3 Issued for Permit 03-06-1-f L J L - - - - - - -J � � C; L J — ( L —,.....- - -.-. - -J 2 Issued for Permit Review 0I-30-I-7 I Permit 5et I1-0a-15 LL No Su Is C) o j PROJEGTION LINE bm sion Date X X I'-4" 3' II'-82° 5, 14,_4 ,: ROOF ABOVE— CZ2'-11 I N N G —F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- I 18 Il Ib I 14 13 12 II 10 0 ; NNWIr I � r G II 4 I N I I ® I 2 X 10 G.J. L BEDROOM ® I6" O.G. 22. I 114A I I I L A PROJECTION LINESpace 014 - I I 2 X 8 I 1 WOOD DEGK N I I ® I 1 I I I I I ABOVE HOOD 5F I WOOD FLOOR 51- I I 1 QQ I 1 42" HTWOOD n 1 I I ■ 1 I I 2" X 8" RR® I6" O. B _ _ I_ _ _ _ _ RAILING 1 I I i I I ROOF FRAMING I -2.111 II I II � m I 5p I I I, 1 / o BEDROOM 2 X 8 I I I 1 1 I I I D I Space c5015 _ 2.4 L B.� I I 11 I i i 4 1 1 11 // I L 2" X 12" R.R. ® I6" ON I I 2" X 10" RR® I6" O.G I I I I I WOOD FLOOR 15 ROOF FRAMING ROOF FRAMING " " " G �G I � I ( � IIS I I 2X6 GJ O. _ 1 / 2 X 12 RID I I Iry I I ROOF FRAMING 2.5 . 2x8 1 / I 12'-O ° 2:_5:1 Engineer: -2.311 - I - , — I / / � II / � 1 / / 12 H1H 0 A 0 o CL. 13 I �� / / dl� I I I �O/ / II IBATHFOOM I 2 X 8 1 / / UNEXCAVATED I I UNE X ATED I I I `,�'�%/ I � Space 016 in H l0'-2" X I l I / / I pc 123 50 Q - I OPEN BELOW 1Z v / N / (2) I " XII " M.L. RIDGE I / (2) 2 X 8 1 � _ -� 2.8 WOOD FLOOR LK./ Architect. — — — — _ I I — - -I � �_- - - -I- � -� I 4 COMBINED 2� ULTI G AND OUREES N, INC. \2x8 _ _ I\ I I I 2 I I I \ �I� +io\ \ ®� I 2 4' 2:: -5 __ — — -f- PROJECTION LINE I --I I I \ O I I \ \ I I CL. 0136 ' / \ 30 NEWBRIDGE RD., SUITE 104 O � � I ROOF ABOVE \ I I I � I / \ X R, I I I \ \ I �I� EAST MEADOW, NY 11554- I II-�� P.516.644.2828 F.516.644.2820 -BACC:OIGY- � — I 12'_0 " 211 Space 013 1 \ I I I I 389 5F / 1 - - WOOD FLOOR _ 2 X 8 ■ JAN I I 2" X6"GJ ® I6" O.G � _ G ROOF FRAMING 1ZZI I x - 1 Ln I I 4 I / 1 I Tenant/Occupant: IN I I I 2" X 10" G.J. I I CL. ® I6 O.G. / 1 J 1 I I I 17A Halkidis Residence I I I r- I BEDROOM L I SPace I90 50 17 I 3 I I 2 X 8 I / 1 L - F I I I I Location: I I I 2" X 10" RR® 16" O.G 1600 6REENHAY EAST 1 I I ROOF FRAMING I `� I 4 0 2" x 8° RR® 16" o.c - JI ORIENT, NY ROOF FRAMIN - 1- 1 I WOOD FLOOR 2 X 8 I / I Drawing: 1 I I BEDROOM N 15 - - -/- - r_ Space 018 CL.I b 8A 4 I I I r l PROPOSED SECOND FLOOR 1 0 1 156 5F I i I1 4AND ROOF PLAN m G 12'-O�" 3 I I 2 5:_ / I6 2 1 / L L- II I 00 00000000 I ' I 18 17 Ib I 14 13 12 II 10 9 8 l 2 X 12 IP \ �, I F Initial Dwg Date: Drawn E39: \ \\moi }� - - - - - - - - _ — _ - - — — - - - - - - - - - - I 01-0ji-I5 MP Job No.: 15-117k P5 5 I 14'-5" 2'-II "i I' I Scale: PG: LL -5" Aa Noted o>=: x F X p X r--I \\ - r - -` ^ I F '1 Dwg No: Seal 4 n::. a ® I I -' �3 IN PROPOSED R00F PLAN Z PROPOSED SOOAREA I,6�6 5E ECOND FLOOR PLAN 2 K � Z I '� € 5cale: 5116 I -oilScale: 3/16 1'-0" This drawing and its contents, including but not limited to all patentable o features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD vand is loaned subject to return on demand. G G G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. EQ I EQ CL / - - - - - - _ i LIGHT RAILING d FIXTURES 3 Issued for Permit 03-06-11 F- — — — — I CL DOOR LIGHT- i 2 Issued for Permit ReView 01-30-11 — — — I CD i FIXTURES \ I Permit Set ll-Oji-15 - - CD'I No 5ubmisslon Date 777777777777777-777�=7 I ' 3!;4 N I cc \� UJ i/ I i E AA E02 AA E02 f \ I I I 1147L ]l i I I BEDROOM LU EQI EQI /' I ac : \ i I Space 014 / 1TV I \ 11 LAUNDRY RM p' Space ROOM 1 cD 156 5F i AD I \I Space 008 1 314 5F I w� \ 1 \\ 3q 5F \ I \ I i I I II \ > I p MUD RM AA I I /I Space 010 i Space 007 � _ � � _ _ � I N 1,288 5F / \ I 32 5F L i I IEQ EQ cD BEDROOM Space 015 I I / I EQ \ EQ o° 5D I o 4AA Iq0 SFj AC CD EQ EQ � I i � I W I I w i I \ I I EQI EQI I -/---1-- --- ------ -� i I C�DOOR — I I---- ` ' --j-L— c / d 1-61-IT } J- } cc I I I T I \ I es I FIXTURES -- y AAD c \ I / j I i -- L I I \ II \ TO Ist 1— — / — \ 0 \ i 1 ; i l i 1 FLOOR 1 4AA I ' I /� I cD 5D I ' I I I I \\ � // 1 i TO GHANDELIER5 I I E EQ J \ F�R IAC II \ I / I i I �` CD\(3 Engineer: :Ek EQ I I I \ BATHROOM FOYER \ Space 016 - - t- II KITCHEN Space 001 123 5F I AB I \ / Space 006 +AA � AA 85 5F �aA EQ2 EQ2 \ \ / I \- \ 348 5F L �--}-- - -- - EQ EO I D� CLWIND w I 0 "' I // -- CLDOOR I \ -- Architect: I - \ +AAB I I LIVING ROOM / Im L -- i I � \ II ; � / I I � \ / Space 003 I COMBINED I"' �c I I I \ I \�$I / I m i qlb 5F cl• AC ICD/O RESOURCES o "I CO ULTING AND DESIGN, INC. I 5D I I I BALCONY \ - COAT CL. 010 I 1 i cU / Space 013 I \ I \ L / \ I \ 30 NEWBRID0E RD., SUITE 104 38g5F I , AA \N 1 ;LI EAST MEADOW, NY 11554 LU // / ( / I I � /I I i I P.516.644.2828 F.516.644.2820 I n T 3AA CD AD I TII AC EQI EQI I /-----I — - ---------- / I — cc \ CC\ I r l I LU \ I I \ I // IDD I �\ B I I I I I Tenant/Occupant: OM Space0017 Ac \ / i I I / � I I \I / II \ I / BATHRM. � AA - Iq0 5F i \ I / I Space 005 == 5D 1 a Halkidis Residence I / I 5q 5F ( EQ EQ cV CD 5D 11 I , LU (� � � i I � Location: ! 1600 6REENWRY EA5T / DINING ROOM I i Space 004 1 / i 4AD 11 I I 314 5F i I / ORIENT, NY I i BEDROOM EQ EQ 1 I Ac / ( I I II i cD Space 018 (N Tf I \ i /- I Drawing: 156 5F I I I i I I cc I AA AA I I y PROPOSED RST AND / L I Lk SEGOND RGP CD 17/77 CID ICL DOOR d LIGHT \ �' L —EQ- — �— I FIXTURES Initial Dwg Date: Drawn By: — — — — — — EQ EQ \ OI-Oq-15 MP RAILING ii Job No.: Ghk E : LIGHT FIXTURES 15-117 Scale: A5 Noted JPG` OF: x Dwg No: seams= N S -';``:°.is ':y R.•. o '��'•`;:^ani{ tS Q O Z OPOSED 5EGOND FLOOR RGi� _ PROPOSED FIRST FLOOR RGi� 2 2 Scale: 3/16 - I-0 Scale: 3/16 I 0 o This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub-contractor(s), supplier(s), EXTERIOR 5T000O and vendor(s) shall provide all labor and materials necessary to achieve a 301-OII finished product capable of receiving a certificate of occupancy. Each 11 11 At-\ FIN15H contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of R D6 DECORATIVE the project. Any alleged discrepancies, ambiguities or unknowns, shall be ......._..._......,._.:._.__1111.. WOOD BRAGKET5 ..... - _ ' 1::_>..: '.� Design, called to the attention of Combined Resources Consulting & _......:.....,_....;...[........_:.._.:._.: L._..... _<._..._. _I.... 9 may be ed prior to the submission ....r....,.....,.._._ ... resole r ;.......... of a bidncro os Ih Eachecont actor, b submission.,. ......... 11.11. Q r I [.. ..__ ..:_.i:..l._:.. ............:...... ' 1111 -.. <... _-_.._._i-. y n heir bid, shall i " !-..,.T_._,._�___... i. . ....._ ;.. ._,_ �1::11:1:1 _:_111:1. _ ' ' 1 acknowledge that these documents are an adequatedefinitionof the scope � :-!_ �- _ j-.,L of work. Additional cost claims, based on any deficiency of construction "-, L , I__�...:. ( documents, actual or not, will not be considered. i 1111.. ...........L...,..<....: 1 1.11, : I I OIL22'-3-I/2" . 20 FL. GEILING EXTERIOR BATTEN AND . BOYARD FIN15H . _ \ \\ a- 3 Issued for Permit 03-06-17 ❑ ❑ 17 . . M \ / o = 2 Issued for Permit Review 0I-30-17 - -- -- - 11_.11 .--- -- _--- - - ..--­1__1___='.____ - - ---- -. -. -- - - - -- - - 1 II ..__ "'�- , __� _ ,_._> <._ t , 1 I__-111,1 __ - ....T.. , _ _ - - _ ... �T..... _,_I...1111. - -__ , _... _1111. 1_111.. .. _r - - T_ - - - - _ -. , _ , - - ermit Set Al- 13 3 12 _1111..- . -- . . .......... . ........; ,.......I . _1111., _. _ _ i.. ...__ (I-Oa IS r..: r .., . ,.1 ' <._ _ -. ;- _ 11_11.. _ - ..,.. r .., _ J. 2ND FLOOR T.... .... .....G 1 L.". _ l : - . . ; I - Submission V.. L., ........ :. 1111; .. ,..: _...I r_. 1. ` - No Date W©OD PO5T5 . .__ . :. . 0 -_/ - � : i� \ E / \ ❑ - - WROUGHT IRON ❑ ... � Elj ,.� i : . : : RAILING ___ -'- - 11 ':1 ..-_ - - __. - -` - - __ -- - - - ,- * - I. . _. :. .. -- - _ ._ - _. / _. ;::... : . _ �, _ _ .. _. , ;. - _ . _. T R - -- - 15 FLOOR _. . -.., . I _.. m - ., .. .. .. ... I,... .. .. ... I.. .. :.. :I: - .I .I - �. . I . . .. I: _. __. I � All-NO 0 r I' I' GRADE 3 PROPOSED WEST ELEVATION 3 PROP05DSTLVTION Scale: 3/16" = 1'-0" 301_0" -- RIDGE __: i: . . -: -.1 - . _ . T. ._I.. ...... ....-... _ .._t..- _ ...I.. , ,. _... _ l l __. ............ ..__ ___..<__........... ;..,_,.,1111 - _._ ., _ <. ._.r _ _...... ... _. . ............ .L..... - -.. _,_.. ..:__..............._..;_..... . .... ..._!........_,.. _ ,. 11 _1111.. ........; r::`.:. I -..., _1111,. _1111.. I _ - . ,1111.... _...... ......_...... .. :.....� ....[...._..........i_.._.._i.........i_....._t... I_....,, :... ;.........; ;_.;..__ _..........:... ......__.... �.I.:.,......... �._.__ '1111, . I -.. :111::1_L. ,..._:....,.... 1111., . <......:......: 1111 . t.. _ ....._.... . _ ._. ............ [ _.......J..._...L..--`-:�........_......;. 1111.: 111. 1 i ; _ - _1.111 T.__11:11..,1111.._. [._...... . ..........._......_..,......_._ ......1...1.... - i..i - __ _ - .... <......_, ...._........_. '......_..'...._....�.._ _1111 ._i. ! . C) z.., T.[_..._ T., . T , . ..r i __ _. ,...i...... - T.:.. - : _ 1111-._1111 .. . :�..�_•_. _:1111_- ...__r..._---_..r-__.........._...__:.._-_____,......__. i . . 1 -T _ - - - 1_111.__ - - . T :r . ❑.. : ,...: ,1111_. _:.........� 1111__.. _._._-. -:... IT....._I � ..., i. , _..:_._. _�......... _ �.....,.._-, ._ . . T 1111.._ _._-:..._<�........_ .-. �.. - - 1 ..._ - -'_'...i.­1.­­. � ,T L I T..._I _ . .1.111 _ I : _...<_,_; -1........ _...-:1111._: _ 111.1_. _ ,_1111. _ _ i...... . _ -..i.. , ._.. 1..._ . :::i::::_. :::: ._ t ...._.. ......_.. : �....... 1... , _ _. L...:..... ........ . -r- _. _.., I_ ........ _ 11, ��................................ ; __............................._......, ...._.....,._.._:._.._. .....,_._.i.........1..._._ _. L.........r...._... : i : � ! " :, , I --:.._�....c....._._.__.'_..,__'_..:� .- ...- _ _- ._ �.... 11___11 .. ......... .......... ........... 1111 1111.. ....1111.. 1111. _11,11._ 1111. - ........_ 1... .. ...... ....<......._.,.. [ _.......................... ..._...I ,.I._ L...,.. 1... L... ...._.. , < I._1111. 1111._.. ._1111. ._ .., l._ . _ ........ _.. __ 1...._.........._:..._........... .._......_,...._....._....,...._I_..__: [........ __._._1111..._..,..._......... _ L...- .. : ......L.......:_.. 1. T ..-1111..- ...._:- _1 _ _ _ ,�......_ [� .. .__ ...-.-1111_...- .,T.......T....._�:.... _.... .J_..._I-I.._T _.::?�. ._._ ,.. _1111...:.........:........... _.. :11.11.._.. ....:....... ,1111 ,1:_,_111_--r-1111,.._ ....� _,_;111.1[_ .-.- .T . � 1111-;_...,..._._........ h 22'-3-1/2" 2ND FL. GEILING , Engineer: . . , . 1 I . I o - m 13'-3-I/2" _ _1111 ...•.._I....I....;. , 2ND FLOOR _.......1.._..... -_....,1111.._, 1111_ ' .._..._, :..,....t........_ .... ................__,. -t Architect: . .. ; . ... qr. '��' - COMBINED RESOURCES \ CO ULTING AND DESIGN, INC. ❑ \ . : I: 4 . / .' TTFP ­ \ 30 NEWBFRIDGE FRD., SUITE 104 .- _:_ --- -....... :- -,1111 -<:..'..-.-...,; - 1111--.:.:..:__,_. ......,,=-. �'-',:...:::::.-,-_-_.:._ EAST MEADOW, NY 11554 _.__..., -,.. : :' ,_ . .... _ _ P.51 6.644 .. .. 2828 F.516.644 _ 28 O _,.., ,._ ,.........._,„_._.....,,... __.. ..._... 1111 _ - - _-. _-.. _ _- - _ - - - --- -- - -: - - - 2 .. :1111.;, ,11_:1,;1.. .i - ,:, _ 2-2 . - - - - - y - :_ - - - - ,1111 - - - ,.,_ .,` _ - -.� 1111. 15T FLOOR - - _ - - - L -: - - _..., ;1__111;: 1;. i... ., _. _111,1.._.._......................:..._.... ;.........., ,:::1111 m _.. ,.._ , 1111 :.: . _11 .11.. - - - - - - - - ... - _ _ _., _ .. . - -' - I ,1111..... .::...::.:........... 1111._ ...._..�::: ..' , 1 :, .. :.:. ::: 1111 ::: - rr= - <-<.:.;......,1111.:, t t: .' . . i N 1. .. ... :,1111.. 1111:.. _, i ,.. 1111.,. , . -.. ,._.,. :. ,... I. O-0 , 1111 . .,.. : l . . I, II GRADE 2 'ROPOSED NORTH ELEVATION Tenant/occupant: 5ca1e: 3/16" = 1'-0" Halkidis Residence 301-011 Location: _,....... _..._:........,.1:17 :............1.. 11_1_:_._ 1._... j i ! ..�. _ - , _. �. - - --- L_: _ i__ , __1111.-1.111.. _1.111 1.......1 _ u i- . _11.11 :tea.....: T L_... - a.. ,�. ....- - L _..._-,._.. _ . - - 1-�......_ L . _11.11 _I _ -._...._� ... _. I ; I T , 1111... _ ........ �� . _. ... 1600 BAST _ . ....... ....__.. - j __ _.._......_ _ -.. _ _�.._._ ..... r..:.. . � . T . T . - - -- ....... ........ ...... -T r : - ____ ..__1 .�:._._... �....:-1111-.._.._._� ._. ..�...Y- ____� L�..__.=........... - _-._ ._. '1111� .....,....r ........ _1111 1111. _1111... ._ ? ..... _1111 ...1111 _... _1111... 11_11 __.! .. i - _ -. _: _ _ _ 1._.. - `� .- -� : <_ ... 1.1 -1_111 _... -' 1111. _.. V....., : :. �_r .,1111. ... 1..... 7._.. T -:..._.T' :1111' __.. . .,-: -� 1111.. _< ,1111, �... �_...;-1111._- -i. i-...- I Q) T ... _.. .. _ - __ __ t........i ORIENT, NY - _1111 _ - .._1111 _1.111 ,._ _,1111_..l _�1111. _ ........., r _........ __..., _ _.__.l_ ,....._.. _ r._...... 1 _ _ _ _ , �- ........ _'........................_....: _:C::.::::`::::__:::::;1111 L::_:a... ,. .' .. i ......... ,..1111 _.. ... _... 1111... ..._. 1111... .. .. 1111... i ` _... ..1111 ;l. _... DECORATIVE T -1,111. 1 � __1111.. ,....... - _..: .. ......_. 1..... -- : - - ,111_:1_:� __1111 ,_-- - -,- __:1.111. _11;11. ,........, ; <. _ �I ' -......._. - - WOOD BRACKETS - �. - -- - _ <1111.. ,1111 : _.._.-........ �..__ -...._.�__i_....J T 1 _. __. _,. . - - - I __......,....� , ....1 - - - -111.1_. __.-......... -1..........�......... -._._ . - - -.,: - T......... __s..__. -......._'­.1.­__ ... . : : 7 ::.T �:::: i _..._' _1111.. _.._.._�.. .. ; . ;1111>. ._..:-,1111_.-s...... .._..-. -_ _ 1111...�........ J...._ __. _J..._..___....___1.11.1:- ' -_...... �..__...1 - ....... - - -- ._.,--- - - ....... rawt - - - -'� 9 :-1111...<__. : _i�11.11__:-;..,. _... _.. ; T:.... _ - - U_ _ _1111: . _........ 1111. , _ ,........,-1111 1111. _..< _ _. ........... . - --._, , . >.. - -- _ ,_.._ <..._....:... ...,. .. ... �.....:........ C 1111. _ �-1J. 2ND FL. GEILING . it �0�0� � . .: _..,1. �I 1111:-_ / LVTIONS : - _ AND :.. i. EXTERIOR BATTEN 1L :1E _ BOARD FIN15H Er ... ❑ ❑ ❑ ,:1111::::.::.:::'- : + :�]F 4�_' :-........_ �fl l . Lffi : Initial Dw Date: Drawn o =. 5GONGE LIGHT FIX 9 TUBE �° m01-0q-15 - . .. . :......_.. �..... . `1111.'; :1111:. _. _ _.. - _ : ; _ -.. . .,1111.. 1 11 , _ r t.�__. - ,11_11_---1111.._---•_ -.-1 1111 .--i... __ ..-.._l _ 1111.. -. - - - -- a...._� 1111.. i I MP 1-.......T._... -........ 1.....�....... - 1111... [-......... - ......T ...�..._. - ..� . r . _1111.. ob No.. _1111. T _. -] 2ND FLOOR : _, . - - -- - - - -< ;_,_:. ,1111..' -. Z T:.:.- �....: : 11.11.,_,,......... ,....,..... -�._.. ;� Ghk Ely. _-- _. _. 1_. - L� __11.11..- ._ _ - _ - - _::.. -:r_::. _ - - - -- - _ - - -fir WOOD P05T5 _ .. _1111. ,: i :_ .� �.. 1111... ,1111..____,_. 1111 :1111..:_ ,_.�-`�.:..: � ..._:_l�'::1.... 15-117 . scale: AS Noted PG: _. :: -< o : x \ .. :2: / \\ : Dwg No: Seal ;€�51gn: ­<, O7 0 D : . - 0,�'� 0 4 : `7 \ 40" HT WROUGHT ' C� q :1 m . IRON RAILING '1,� ; . - �� 4r _: _.1111 _. IE .. _ - III ..,. - - _ _ U :1111 f.l i .. : / - i -- E aC a 6 EXTERIOR 5TON 9 _. A n _..1111 .. 1_111 _. .. i.. - 1. _.,,...-.r v _ � I � Tl � � 1 � 1 l: ,� „ : _ 2 2 n ---1 IV : - _ _ 1, MI " __'. FINISH " a _ , , _, _, _.:; - - . . - - - : - _ - -- - x IST FLOOR I - -'-- [ /in4 1 < h - ::' e : ,. - 1111.. _ ' I e �_....; I l 1 ..., .. ... .. :, 1111 .. .. .. ; €I I' :. i .:, a _ _ ... ... I: I ... __ I , I .. . 1I O N i n ... :1111 I Tl~ .. ... : . . CF .. ... 1111 .. 1111 1111 1111 ... ... :: I.. ::: ,.,: Q� r 4 4 ': 1111 .. . ... ... .. ... .., ... .. :: .I .I ...I .. .. .. ... 1111, ... i1 ' : 71 I. �`I ) Tti.•SZA s GRADE a PROF05ED SOUTH ELEVATION o I This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and Seale 3/I6" = I'-I✓" unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for X TL �]E any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. F G G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each CONT. RID6'E T contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be TILE FINISH VARIABLE SLOP JOIST immediate) called to the attention of Combined Resources Consulting & 5/8" ROOF ,5HEATHING I Design, Inc., so that the matter may be resolved 9 y prior to the submission HANGER(1_55,1135 51MP50N of a bid proposal. Each contractor, by submission of their bid, shall STRONG-TIE" acknowledge that these documents are on adequate definition of the scope RID6E(5EE STRUCTURAL DW65) LOW PROFILE CONTINUOUS RID6E VENT of work. Additional cost claims, based on any deficiency of construction R-30 BATT INSULATION 5/8" 6YP5UM BOARD RI06E (5EE 5TRUGTURAL DW65) documents, actual or not, will not be considered. ROOF PANEL GLI P RAFTER5 (5EE 5TRUGTURAL DW65) 5ELF-ADHEIRED MEMBRANE 30'-0" 3 _ 3/4" PLYWOOD /BUILDING PAPER RIDGE GEILIN6 (5EE AND TILE FIN15H ROOFING ROOF RAFTERS 5TRU0TURAL. DW65) i I (TYPICAL FOR ALL NEW ROOFING) (5EE 5TRUGTURAL DW65) , _ _ o BATT INSULATION _1 -- --- I - I - NEW ALUMINUIM L ED WOOD 3 Issued for Permit 05-06-1'1 GUTTER I �� �� �� �, BEAM(5EE NEW EXTERIOR STRUCTURAL D STUGC,O FINISH 2 1 Issued for Permit Review '1 OI-30-I 2ND FL?GEILIN6 I I ( BOA 6�YP5UM I Permit Set I I-Oct-15 CONTINUO VENT ( No 5ubmisslon Date SOFFITBATHRM. I CHANDELIER EXP05ED WOOD BEAM I I FIXTURE LIGHT ANCHOR BOLT DECORATIVE `— I \ WOOD BRAGKET5 , , I TBD BY OWNER NEW DEGORATIVE WOOD P05T s I I I WOOD BRAGKET5 5/8" 6YP50M BOARD I I * * ` LU /� I HT WOOD ROOD DTJ"'t I L 2ND FLO'OR EXTERIOR BATTEN AND i I RA " _ I II BOARD FINISH I Scale: 5/4 5/8" 6YP5 BOARD \ I I WOOD POSTS, FLOOR FRAMING I \ o (5EE 5TRUGTURAL DW65) I ( / \ I I NEW 3/4" PLYW PIERS W/STONE \ I SUBFLOOR VENEER FINISH EXTERIOR STONE VENNER FIN15H ( E I 36" HT WROUGHT NEW 3/4" PLYWOOD IRON RAILING 2'-2" HOOD ALUMINUM LEADER I \ / I SUBFLOOR STAIRS EGK AND 114 cn Y 15T FLOOR - - o'-o" OL GRADE ROOF RAFTER CONCRETE FOUNDATION .2" GONGRETE' WALL AND FOOTING SLAB LIVING RM. /\ji \; FOYER (5EE STRUCTURAL DW65) I / ./ XP05ED WOOD —� �'\, \ .I.\.`, \ `./; BEAM ;FLOOR FRAMING (5EE 5TRUCTURAL DWG)/ T. L ANGHOR L BATT INSULATION .1- Engineer: 2 PROP05�D 51GTI0N 2 3/I6" - I'-0" — _- af'G IteGt: J COMBINED 4 RESOURCES CO ULTING AND DESIGN. INC. WOOD P05T NEW LOW PROFILE 30 NEWBRIDGE R .° SUITE 104 ANCHOR BOLT 3 CONTINUOUS RIDGE VENT EAST M E A D O W. N Y 11554 OOD P05T NEW RAFTERS(5EE TEEL P05T STRUCTURAL 016165) P.51 6.644.2828 F.51 6.644.2820 ANGHOR BOLT ° ED6E M 30'-O" - - - - _ - - - _ NEW 3/4" PLYWOOD/ BUILDING PAPER AND TILE 4' X FIN15H ROOFIN6 (TYPICAL 5TEFI P05T BLOCKING 1 I I I � FOR ALL NEW ROOFING) BASE I PROJEGTION LINE I I I NEW EXTERIOR P5UM ARD I GHANDELIERFIXTURE 1 I I 1 5TU000 FIN15H ' ' Tenant/Occupant: ANCHOR BOLT STRUG I LIGHT I I NEW DEGORATIVE TBD BY OWNER I I WOOD BRAGKET5 ANCHOR BOLT oL 22-3-1/2" 5GONGE LI6 1 I I 1 5GONGE LIGHT DOD P05T WOOD POST 2ND FL. GEILIN6 FIXTURE I I FIXTURE Halkidis Residence NEW 5/8" GYPSUM BOARD NEW EXTERIOR BATTEN Location: 42" HT WOOD AND BOARD FIN15H 1 1 i RAILIN6 1600 OREENNAY EA5T m ! , ORIENT, NY 2ND FLOOR •K PROPOSED SEDT ONS AND DETAILS 5GONGE 1-11 5HT \ E LIGHT \ TEEL P05T FI RE FI STEEL P05T BASELL BA5E NG1 HOR BOLT - \\\ I NEW 3 ' PLYWOOD J1111.H I TTI ISUBFL _ Initial Drug Date: Drawn By: ANCHOR BOLT ° 2'-2" CLOS T OSET 01-01-I5 m 15T FLOORNo.: Ghk 15-111 PS, II GRADE , . �I�. I „ \i /\,'� . / � \ i � \/. / \�\ \' \/ �JGale: PG: PORCH \ i\/\ \ \ \-' % LIBRARY \ \ \, \ \ \ \ \ \ \--2 GONGRETE 5 AB \ \ / / / I I j /. /. PORCH / / .5 Noted / / ,' / ,�, i./ / , I KITCHEN L �'�, / � ROOM \� /\ I ,”,FLOOR FRAMING , ,I /, , /' j' , /�/\;' .. . _ I, 1, �, Dw No: Seal .I ,(SEESTRUGTURALDW65 g GONGRETE I I GONGRETE / / / / % j /. `i !' "/ / /\,, / / / /:, i. / i< /' / %• /' .' . ./ \ \" \%\. \\ \ \' \ : \ \. \. \: / I,' I \/\; \/\• \:BATT INSULATION \'�/ \<\/\' " / ; '�/\, \/\/\,:\ / :\i FOUNDATION FOUNDATION /j% // /'/ / \•'i\/ rr d�•- 6 F E D G B A oF71HE ST G Z 5 COLUMN 11_1. DITAIL GOLUMN ELE. D1TAIL PROP05ED SEGTION I This drawing and its contents, including but not limited to all g g patentable o 'l features, separately or collectively shown, constitute the original and „ , ,i , „ „ , „ unpublished property of Combined Resources Consulting & Design, Inc.. This 9 Scale: I -O Scale: 3/4 = I -O Scale: 3/16 = I —0 drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. G G C 0 rc The intent of this set of construction documents Is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is; obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of T ROO 6 the project. Any alleged discrepancies, ambiguities or unknowns, shall be SELF-ADHERED MEMBRANE immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission 5/8 ROOF 5HEATHIN6 of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope ROOF PANEL CLIP of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. METAL DRIP EDGE ALUMINUM GUTTER 22-3-1/2" OIL 22-3-1/2" 2ND FL. GEILIN6 2ND FL. GEILIN6 I I SOFFIT VENT I I 3 Issued for Permit 03-06-17 WOOD TRIM i 5/8" 6Y SUM BOARD I 2 Issued for Permit Review 0I-30-17 BOARD AND BATTEN SIDING I BATT IN LATION I Permit Set II-Oa-15 5HEATHIN6 I I No Submission Date BUILDING PAPER I I 1 I 1 I NEW ALUMINUM LEADER I I I I I j o I I I. I RAFTERS I I TILE ROOFIN6 I SELF-ADHERED MEMBRANE WOOD BA5E BOARD I: FIN15H WOOD FLOOR I. I, 131-3-1/2" FIN. 2ND FLOOR ' ' 3�FIN. 2ND FLOOR I I 5/8" ROOF 5HEATHIN6 I' I ROOF PANEL GLIP i METAL DRIP E06E WOOD FRAMIN6 I BEAM (5EE 5TRUGTURAL D16165) 5/8" 6YP5UM BOARD I I I: o GEILIN6 JOIST FRAMING In WOOD TRIM 0 t� I ALUMINUM GUTTER ROOF I I I I SOFFIT ALUMINUM GUTTER I I WOOD BASE Engineer: I I WOOD BASE I I 5TEFl P05T BASE PER 5TL STEEL P05T BA5E PER 5TL I I DRAWINGSDRAWINGS _ I I i I I I I BOARD AND BATTEN SIDING ► I Architect: WEATHER RE515TANT I I BARRIER I I I 5HEATHIN6 I AI-UMINUM LEADER COMBINED RESOURCES GORRO51ON RE515TANT I I TIMBER POST CO ULTING AND DESIGN, INC. FLASHING I TIMBER P05T GAP 5TONE STEEL P05T BA5E PER 5TL r STEEL P05T BASE PER 5TL �I DRAWINGS DRAWINGS 30 NEWBRIDGE RD., SUITE 104 EAST MEADOW, NY 11554 SEALANT i STONE GOPIN6 5TONE GOPIN6 P.51 6.644.2828 F.51 6.644.2820 METALHOLDING BRACKET l I _......._. .._.....................__.__._........ .. _........... ................... 1' I m 11 -— --------------- 6ALVANIZED METAL LATH I I \ ' WROUGHT IRON RAILING EXTERIOR FINISH QUALITY I I STONE VENEER I I ° \ EXTERIOR FIN15H QUALITYf+- EXTERIOR FIN15H QUALITY 1 STONE VENEER 5TONE VENEER GYPSUM IN . FINISH i o PORCH ° 6"GMU BLOCKING 0 I MORTAR JOINT o I STUD WA I v- Tenant/Occupant: WOOD B E 5HEATHIN6 I FINISH NOCID FLOORING I = I PLYWOOD FLOOR I FINISH WOOD FLOORING Halkidis Residence MORTAR 5ETTIN6 BED PER I PLYWOOD SUB FLOOR - MANUFAGTURE'S I' 21_3° 5PEGIFIGATION5 I FIN. 15T FLOOR DEGK FRAMIN6 FIN. 15T FLOOR -------- --_-- - - - WEATHER RESISTANT I \ � I-9-i/2 � I-Q-I/2 Location: BARRIER j: , . FIN. DECK FLOOR ........ . . ; � 1 FIN. DECK FLOOR EXTEND 5TONE VENEER I" I 1600 EAST MIN BE OW TOP OF ! l OREENHAY BELON WOOD JOIST k (� FOUNDATION 4 WOOD PANELING ORIENT, NY I/2" MTL STRIP ® 4'-0" .d GORR0510N RESISTANT EXTERIOR FIN15H QUALITY j l ANCHOR BOLT SET BOLT STONE VENEER 5L0 6 E 2% MIN _-_�� 2" GONGRETE SLAB Q,-0„ x ! I Drawing: a d GRADE GRADE - • I PROPOSED SErMON 9 aM .......... lq DETAILS . J ° d' STONE MER AND CO UMN L ELEVATION TION a _ ...... ...... ........... .... ; .:.; 5 - - _,'.._-:_�, _.. tale < v Ito D ate raven 9 _ 9 In w D �p � D �:. 411 41" a 4 THK. MASTIC .._,�.�....,..,_,."- ..:. _ �' 3" 311 311 2 < i , ,.. 01-0`1 15 FIN , k WATERPROO 6 y 4 CONCRETE FOOTING . 15-11'7 p, ..... ...... . .......... a e Noted LL GRU5HED STONE BACKFILL - o _ - %, .,.. _ Dw N a / O _X a " o d .,._f..'-•-�..:- d 4 DIA. PERFORATED m DRAIN PIPE OLE54:._.`' LING W/H RAI -. Ai ORIENTED DOWN , a ^ PING d ° O ° ....... .......... ...... ....... � 5L PED STONE GO 3 15, STEEL POST BASE GHOR BOLT d 51 F Z 3 7(F I GAL EXTERIOR HALL SECTION DETAIL TYP I GAL SECTION DETAIL THROUGH PORCH STONE F I ER AND COLUMN PLAN This drawing and its contents, including but not limited to all patentable 3 features, separately or collectively shown, constitute the original and Scale: 1 = I —O un unpublished property of Combined Resources Consulting & Design, Inc.. This Scale: 3/16° = I -O" Scale: 3/16' = I'-O" II I II drawing maynotbe disclosed, reproduced in whole orpartor employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. _G 0 The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub-contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. NLAE 5 Issued for Permit 05-06-1.7 2 Issued for Permit Review 0I-50-17 1Z I Permit Set II-OCI-15 \ WINDOW SCHEDULE - 1600 GREENWAY EAST, ORIENT, NY No Submission Date / \ Updated: WINDOWS \ 1:1 E/ NUMBER WINDOW QTY LOCATION MANUFACTURER REMARK Width (RO) Height(RO) Head Sill Type Material Finish / \ / \ A ENTRANCE DOOR SEE DOOR SCHEDULE �I- DOOR# 1.1 rA.1 ENTRANCE DOOR 8'-6" 1'-2- 9'-9" 8'-7" TRAMSON WOOD SIMPSON i- B 2 LIVING RM 003 6'-0" 7'-4" 7'-8" 0- 5-1/2" DOUBLE CASEMENT WOOD MARVIN INTEGRITY LINE \ / DINING ROOM 004, " MARVIN INTEGRITY C 2 TV RM 009 61-611 51-41k 7'-4-1 2t-O" DOUBLE CASEMENT WOOD LINE D 2 KITCHEN 006 6'-0" 4'-4" 7'-4" 3'-0" AWNING WOOD MARVIN INTEGRITY LINE \ / „ , „ , MARVIN INTEGRITY \ / E 1 BATHROOM 005 2-6 4 -4 7 -4 3-0 CASEMENT WOOD LINE / F 4 STAIRS 2'-11 1/2" W-3" 7'-2' 21-10$1 FIXED WINDOW WOOD MARVIN INTEGRITY CORNER"L" SHAPE / 18'-3" 12'-11" LINE 2'-O" 2'-O" I G 4 3-0 5'-4" 7'-41 2t-011 CASEMENT WOOD LINE ,I BEDROOM 015, MARVIN INTEGRITY BEDROOM 2'-b" 2'-b" H 2 BATHROOM 016 3'-0" 4'-4" 7'-4" 3'-0- CASEMENT WOOD MARVIN INTEGRITY LINE TYPE A TYPE B I 2 BALCONY 013 5'-0" 5'-4" 7'4" 2'-0" FIXED WINDOW WOOD MARVIN INTEGRITY DOOR: 1.1 DOOR: 1.2, 2.2, 2.15, 2.4, LINELIVING RM 002, MARVIN INTEGRITY 2.5, 2.6, 2.71 2.12, 2.13 2 DINING RM 003 6-0` 5 -4 18-4 1/2' 13 0-1/Z FIXED WINDOW WOOD LINE K 1 LIVING RM 002, 9'-6" 5'-4" 18'-4 1/2" 13' 0-1/2" FIXED WINDOW WOODMARVIN INTEGRITY r DINING RM 003 LINE Y I NDQY S� EDULE Engineer: LEI \\ DDDR SCHEDULE 1600 GREENWAY EASTy ORIENTr NY Architect: \ updated: \ -d DOOR SIZE DOOR FRAME REMARKS COMBINED DOOR FROM TO DOOR TYPE STNGLEJPA DOOR MATERIAL SERIE RESOURCES ]NUMBER Width Height Depth MANUFACTURER TYPE MATERIAL WIDTH au LTING AND DESIGN, INC. � �� EXTERIOR FRENCH t:.. / 1.1 PORCH 016 FOYER 001 A DOUBLE 5'-D" 7`-6" 3?4' S:VP`SO"'V WOOD&GLASS SASH DOOR WOOD SAFE AS WALL CUSTOV W.7DTH SIZE / E- 'SINGLE 1'-3" 7-D V2' 314" SIMPSON WOOD gtCLASS EXTERIOR FRENCH & WOOD SAVE AS WALL 30 NEWBRIDGE RD., SUITE 104 SASH DOOR, 1705 EAST MEADOW, NY 11554 / 1.12 FOYER 001 CLOSET 1)10 S DOUBLE 5-011 ",-1311 3,14" S-7VPSON WOOD PAVEL NMTERIOR PANEL DOOR WOOD SAVE AS WALL P.51 6.644.2828 F.516.644.2820 20 Ll / 1.3 FOYER 001 LIVING ROOM 0163 C DOUBLE 6'-D' 7--0" 3?4" MARVIN INTE1GRTr WOOD & GLASS COSTUME DES'GN WOOD SAVE AS WALL LINE 1.4 TV ROOM D09 CLOSET 1311 D SINGLE 21-6' 7'4" 314' S_'4'PSO`J WOOD PANEL s•NTERIOR PANEL DOOR WOOD SA%-'E AS WALL 20 3.5 D,N:NG ROO'�".' 004 CLOSET 012 D SINGLE 2'4;° 7'-O" 31•'4' S1YPSO`J WOOD PANEL IMTERIOR PANEL DOOR WOOD SAVE AS WALL 20 31 q 1.6. BACK ENTRANCE MUD ROOM 007 G SINGLE 2'-10" 1'-0" 314" S:. PsSON 1A0OD PANEL TRAD.TIONAL EXTER:CDR WOOD SAVE AS WALL SINGLE I',&TEF,IOR PANEL DOOR DOOR Tenant/Occupant: 1,7 MUD R.00V 007 LAUNDRY RM DOS E --POCKET 2'-C1' 7'-O" 3/4" SIMPSON WOOD PANEL 20 WOOD SAVE AS WALL TYPE C TYPE D TYPE E 1,0 KITCHEN 005 MUD ROOM 007 E .5:IJD GLE 2'_ ' 7•-0" 3r4'" SIVP`SO`J WOOD PANEL INTERIOR PANEL DOOR WOOD SA"4E AS WALL DOOR: 1.3 DOOR: 1.4, 1.5, 1.9, DOOR: 1.7, 1.8, 1.10 ITERIQR PANEL DOOR20 WOOD Residence 2.1, 2.3, 2.6, 2.7, 1.9 Q•IN:NG ROOV 004 BATHROOM 665 D :SINGLE 2'-13° 7'-6" 314" SIZINTSON WOOD PANEL WOOD SAYE AS WALL 20 2.8, 2.11, 2.14 1114 SINK RWY TOILET RQQY E S:NCLE 2'-0. 7'-QF1 3,r4" 5urP5o3 i WOOD PANEL WTERIOR PANEL DOOR WOOD A5 WALL SLIDING ' " " NARVIN INTE�Git_T'r Location: Q ly- LINE 1.11 PORCH DIFd:tJG ROOM {104 F 5-D 7�-6 3?4 WOOD 6c.�GLASS COSTUME DESIGN WOOD SAVE AS WALL 1.12 PORCH 010 TV ROOM 009 F SLIDING 5'-D' 1-O" ,3,4" MARVININTEKaRcTr LINE ,'WOOD B:.GLASS COSTUME DESIGN WOOD SA`,"E AS WALL 1600 GREENNAY EAST 2.1 BALCONV013 BEDROOM GIA D SINGLE 2'-Er 7'-0" 34' SI-VPSO.N WOOD PANEL I`,ITERIORPANEL DOOR WOOD SAVE AS Vi ALL ORIENT, NY 20 \ 2.2 BEDROOM 014 CLOSET 1014A E DOUBLE 51-D° 7'-0" 3?4' Sr.MPSO`J WOOD PANEL INTERIOR PANEL DOOR FOOD SA'!E AS WALL 20 \ Drawing: \ \ 2.3 B.',LCON Y 013 BEDROOM 015 D .SINGLE 2'--G' 7-O" 3r4 S714P501i WOOD PANEL INTERIOR PANEL DOOR WOOD SAVE AS 4"i'A7..L 20 \ \\ 2.4 BEDROOM 015 CLOSET 131.5A B DOUBLE 41-D" 7'-O" 3r4' S_VPS0N WOOD PANEL INTERIOR PANEL DOOR WOOD SAVE AS WALL20 PROPOSED DOOR AND EE \ 2.5 BEDRODNI 015 CLOSET 1015A B SINGLE 4'-0' 7'-0" 3?4" S:yRSO14 WOOD PANEL INTERIOR PANEL DOOR WOOD SAYE AS WALL \ \\ W NDON SCMEDULE \ \\ 2.6 B.ALCON Y 013 CLOSET U13A D SINGLE 41-D' 7'-O" 3?4' S=-NPSO`J WOOD PANEL 1NITERIOR PANEL DOOR WOOD SAVE AS ',Fr'ALL 20 2.7 B,ALCONY013 CLOSETD13B D DOUBLE 41-D` 7'-0" 3!4' S[VPSO`J WOOD PANEL I+ITERIOR PANEL DOOR WOOD SAVE AS WALL 1Z 20 r,: n ., I%TERIOR PANEL DOOR Initial Dwg Date: Drawn Ey: / 2.8 B.�LCON+f 1113 BATHROOM 6161 D SINGLE 21-6f -0 3,t4 S�?k?PSO`J WOOD PANEL WOOD SAVE AS WALL 2.9 BATHROOM 016+ TC:ILET ROOV H .SINGLE 2'-4" 7'-0" 1/4" FROSTED GLASS 20 ALUMPNUM 01-0a-15 MP 2.10 BATHROOM 016, SHOWER H SINGLE 2'-4" 6'-6" (V.I.F') 1;'4' FROSTED CLASS ALUMINUM Job NO.: 15-111 Ghk By: P5 / / 2.11 BALCON Y 013 BEDROOM 017 D SINGLE 2'-6° 7'-0" 3?4" SZVPSO`d WOOD PANEL I:,tTERIOR PANEL DOOR WOOD SAYE AS WA" Scale: PG: Ell] / As Noted 2.12. BEDROD14 017 CLOSET 017A B DOUBLE 41-Or 7'-011 314' SZ7yPSON WOOD PANEL ViTERIOR PANEL DOOR WOOD SAME AS WALL 20 10F: X :_ • ,, ., ITEF,IOR PANE!DOOR Dwg No: Seal 4 ick yt) � , 2.13 BEDROC F.1 017 CLOSET 017A id DOUBLE 4 0 s -{1 3?4 Sr.-YPSON WOOD PA44EL WOOD SAVE AS WALL W. 21-1011 � � 21-4" � 20 r + r, •. .. d'$TERID R PANEL DOOR lr�;,r:;.,-/.._• tfi,. �� N 2-b 2-6 2.14 BALCONY'013 BEDROOM 010 D SINGLE 2-6 r.�-t3 3?4 Sr�MPSO.J WOOD PANEL 20 WOOD SAVE AS WALL m „ INTERIOR PANEL DOOR 2115: BEDRODM 018 CLOSET U18A B DOUBLE 5'-D' 7'-0" 3?4" ST '.PSO`J WOOD PANEL WOOD SAVE AS WALL TYPE G TYPE H 26 c. AIA TYPE F A 4 004' 0 0 0 s DOOR: 1.11, 1.12 DOOR: 1.6 DOOR: 2.9, 2.10 1 "/jl. . •021 fir' G Z s z DOOR ;ELEVATIONS DOOR 5GHEDULE - I This drawing and its contents, including but not limited to all patentable q I features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This Scale: 1/2" drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. x F 0 Guide XHEZ October 03 2001 The intent of this set of construction documents is to provide a complete Guide XHEZ June 13, Igal , Guide XHEZ January 06, lggg and properly functioning space to be utilized for its designed purpose. The Through-Penetration Firestop Systems G-AJ-3133 - A Gard general contractor, construction manager, sub—contractor(s), supplier(s), Through-Penetration Firestop Systems G-AJ-1142 - A Gard 9 P Y Through-Penetration Firestop Systems W-L-3024 - A Gard and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be System No.C-AJ-1142 SyNo.C-AJ-3133 System No.W-L-3024 immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bidEach contractor, by (Formerly System No. 63-1) -Ra ing - 2 r f -Ratings - I and 2 Hr (see Items 2 and 2A) acknowledgeth tl these documents areanissiontof thein i ofhalle scope -Rating - 2 Hr T-Rating - 0 Hr T-Ratings - 0, I/2, I and 2 Hr (See Items 2 and 2A) of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. T-Rating - 0 Hr L Rating At Ambient - Less Than I GI=M/sq ft L Rating At Ambient - Less Than I GI=M/sc� ft L Rating At 400 F - Less Than I CFM/5q ft L Rating At 400 i= - Less Than I CFM/5qft A A A B 1 2 3B 3 1 2 23B 1 2 2 I Permit Set II-Oji-IS A r ° d ° d d d d No Submission Date r ° d d 3 3 r 3 3B 3 3 2 3 1B A L A A Section A-A Section A-A Section A A (Cont'd on C-AJ-3133 - B Card) (Cont'd on W-L-3024 - B Card) SG,41_E: NTS SGALE: NTS SGALE: NTS I. Floor o►rWall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete floor or min 5 in. I. Floor or Wall Assembly - Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete floor or min I. Wall Assembly - The I or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials thick reinforced lightweight or normal weight concrete wall. Wall may also be constructed of any UL Glassified Concrete 3-1/2 in. thick reinforced lightweight or normal weight concrete wall. Floor may also be constructed of any min 6 in. and in the manner specified in the individual 0300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Blocks *. Max diam of opening is 5 in. thick UL Glassified hol low-core Precast Concrete Units*.Wall may also be constructed of any UL Classified Concrete Blocks*. Directory and shall include the following construction features: 5ee Concrete Blocks(GAZT) category in the Fire Resistance Directory for names of manufacturers. Max diam of opening is 5 in. A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 5ee Concrete Blocks(GAZT) and Precast Concrete Units(GFT\/) categories in the Fire Resistance Directory for names of in. lumber spaced 16 in. OG. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OG. 2. Throulgh Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. Pipe, conduit or manufacturers. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number tubing to) be rigidly supported on both sides of floor or wall assembly. A nom annular space of 15/16 in. is required within of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the firestop system. The following types and sizes of metallic pipes, conduits or tubing may be used: 2. Nonmetallic Sleeve(Opt ional) - Nom 6 in. diam (or smaller) Schedule 40 polyvinyl chloride (PV(,) pipe cast or grouted the UL Fire Resistance Directory. Max diam of opening is 2-1/2 in. A. Steel Pipe - Nom 3 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. into floor or wall flush with floor or wall surfaces. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assambly in which it is installed. B. Iron pipe - Nom 3 in. diam (or smaller) cast or ductile iron pipe. � 2. Cables - One cable to be installed either concentrical) or eccentricity within the firesto system. The annular G. Conduit - Nom 3 in. diam (or smaller) steel electrical metallic tubing or steel conduit. 3. Cables - Aggregate cross-sectional area of cables in opening to be max 37 percent of the aggregate y y p y Engineer: D. CopplerTubing - Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. cross-sectional area of the opening. Gables installed individually or in bundles having a max bundle diam of 3 in. The space within the firestop system shall be a min 0 in. (point contact) to a max 1/4 in. Gable t,,) be rigidly supported on E. Copper Pipe - Nom 3 in. diam (or smaller) Regular (or heavier) copper pipe. annular space between the cable bundle and the periphery of the opening shall be a min 0 in. (point contact) to o max both sides of wall assembly. The following types and sizes of cables may be used: 2 in. Gables to be rigidly supported on both sides of floor or wall assembly. Any combin;tion of the following types and A. Max 200 pair No. 24 AW6 (or smaller) copper conductor cable with polyvinyl chloride (PVG)jacketing and 3. Firestop System - The firestop system shall consist of the following: sizes of cables may be used: insulation. When 200 pair No. 24 AW6 telephone cable is used, T Rating is 0 hr. When 50 pair No. 24 AW6 telephone A. Packing Material - Min 3 in. thickness of min 6 pcf mineral wool batt Insulation firmly packed into opening as a permanent A. Max 400 pair No. 24 AW6 (or smaller) copper conductor with polyvinyl chloride PV(') insulation and.jacket cable is used, T Rating is I or 2 hr. materials. B. Max 3/G No. 2/0 AW6 (or smaller) aluminum conductor service entrance cable with PVG insulation and jacketing. - form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to � ) 9. B. Max I/G No. 1000 kcmil (or smaller) co er conductor cable with cross-linkedpolyethylene (XLPE)jacket. When service entrace cable is used the T Rating is 1/2 hr. Architect: accommodate the required thickness of fill material. PP ) � g B. Fill,Void or Cavity Material* - Sealant - Min I in. thickness of fill material applied vi"Ain the annulus, flush with top surface of G. Max -f/G No. 12 AW6 (or smaller) copper conductor power and control cables with XLPE or PVG insulation with G. Max I/G-150 kcmil copper conductor power cable with cross-linked polyethylene (XLPE) insulation and jacketing. floor or with both surfaces of wall. XLPE or PVG jacket. When I/G-150 kcmil cable is used, the T Rating is 0 hr. SPECIFIED TECHNOLOGIES INC - 5pec5eal 100, 101, 102, 105 sealant. D. Max 3/C, No. 3/0 AW6 (or smaller) copper or aluminum conductor 5ER cables with PVG insulation and jacket. D. Max 3/G No. 8 AW6 (or smaller) PVG insulated and jacketed nonmetallic sheathed (Romex) cable. When Romex is COMBINEID *Bearing the ULClassifieationMarking E. Max 3/C, No. 2/0 AW6 (or smaller) copper conductor PVG jacketed aluminum clad or .:,teel clad TEK cable. used, the T Rating is I or 2 hr. RESOURCES System No.W-L-3135 F. Max 110/125 fiber optic (F.0) cable with P\/G insulation and jacket. E. Max R65g/U (or smaller) coaxial cable with fluorinated ethylene insulation and jacketing. When coaxial cable is e O U LTI N G AND DESIGN, INC. F Ratings - I and 2 Hr (5ee Item 1) 6. Max 3/C, with ground No. 8 AW6 (or smaller) copper conductor NM cable (Romlex) with PVC, insulation and jacket. used, the T Rating is I or 2 hr. T Rating - 0 Hr H. Max R6/U coaxial cable with fluorinated ethylene insulation and jacket. F. Max 62.5/125 micron fiber optic cable with PVG insulation and jacketing. When fiber optic cable is used, the T 30 NEWBRIDGE RD., SUITE 1 04 I. Max 4 pair No. 24 AW6 (or smaller) copper conductor data cable with Hylar jacket and insulation. Rating is I or 2 hr. EAST MEADOW, NY 11 554 6. Max 4 pair No. 24 AW6 (or smaller) copper conductor data cable with Hylar insulation and jacketing. When data P.516.644.2828 F.516.644.2820 A 3A. Through Penetrating Product* (Not Shown) - As an alternate to Item 2, max 4/G No. 10 AW6 (or smaller) steel Armored cable is used, the T Rating is I or 2 hr. Cable+or Metal Clad Cable with copper conductors. Max five lengths of armored cable installed within the opening. Diam of 2A. Through-Penetrating Product* - As an alternate to Item 2, max four copper conductor No. 2/0 AW6 (or smaller) 3 3 cable bundle (Item 2) including armored cable not to exceed 3 in. Through penetrating product to be rigidly supported aluminum or steel Armored+ or Metal-Glad+ Gable. Max one armored cable or metal-clad cable to be installed either on both sides of a floor or wall assembly. concentrically or eccentrically within the firestop system. Through-penetrating product to be rigidly supported on both AFC CABLE SYSTEMS INC sides of wall assembly. When armored or metal-clad cable is used,the T Rating is 112 hr. AFC CABLE SYSTEMS INC 4. Firestop System - The firestop system shall consist of the following: 3. Fill Void or Cavity Material*- Sealant or Putty - Min 5/8 in. thickness of fill material installed within annulus, flush with both Tenant/occupant: A. Packing Material - Min 2 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a surfaces of wall assembly. Additional fill material installed such that a min 1/4 in. diam crown is formed around the 2 13 1A permanent form. Packing material to be forced into intensties of cable bundle to max extent possible. Packing material through-penetrant on both sides of the wall. LA to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required SPECIFIED TECHNOLOGIES INC - 5pec5eal Series 100 Sealant or 5pec5eal Putty Halkidis Residence thickness of fill moterial. Hhen floor is constructed of hollow-core precast concrete unit, packing material to be *Bearing the UL Glassification Marking Section A-A installed symmetrically on both sides of floor and recessed from both surfaces of floor to accommodate the required +Bearing the UL Listing Mark thickness of fill material. Location: B. Fill,Void or Cavity Material*- Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall assembly. Fill material to be forced into interstices of cable bundle to max 1600 OREENWAY EA5T SGALE: NT5 extent possible. When floor is constructed of hollow-core precast concretequnit, fill material to be installed ORIENT, NY symmetrically on both sides of floor, flush with floor surfocesy. At the point contact location between cable bundle and I. Wall'Assembly - The I or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete%able bundle interface on the top and in the manner described in the individual U500 OR U400 Series Wall or Partition Designs in the UL Fire surface of floor, and on both surfaces of wall or hollow-core precast concrete unit. Drawing: Resistance Directory and shall include the following construction features: SPECIFIED TECHNOLOGIES INC - 5pec5eal 100, 101, 102, 105, 120 or 12g Sealant. A. Shads - Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 Bearing the UL Listing Mark GENERAL FIRESTOFFIN6 in. lumber spaced 16 in. OG. Steel studs to be min 3-5/8 in. wide and spaced 24 in. OG. Bearing the UL Glassification Mark B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number DETAILS NOTES of layers, fastener type and sheet orientation shall be as specified in the individual U500 or U400 Series Designs in the UL Fire Resistance Directory. Max diam of opening is 4 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cables - Aggregate cross-sectional area of cables to be max 41 percent of the cross-sectional area of the Initial Dwg Date: Drawn By: opening. Gables to be tightly bundled. The annular space within the firestop system shall be min 1/4 in. to max 3/4 in. 01-0a-15 Mp Gables to be rigidly supported on both sides of the wall. Any combination of the following types and sizes of cables may be used: Job No.: 15-111 Ghk � A. Max 200 pair No. 24 AW6 (or smaller) copper conductor cable with polyvinyl chloride (P1/G)jacketing and P5 insulation. scale: As Noted P6: 10 B. Max 3/C, No. 2/0 AW6 (or smaller) aluminum or copper conductor service entrance cable with PVG insulation and OF: x jacket. Dwg No: seal 8 Sign: G. Max 3/G No. 8 AW6 (or smaller) nonmetallic sheathed (Romex) cable with copper conductors, PVG insulation and jacket,. D. Marx 11G No. 2.0 AW6 (or smaller) mult(conductor power and control cables with XLPE or PVG insulation and XLPE FIRE STOPPING NOTE: ,t Y; or PVG jacket. THESE ARE SUGGESTED DETAILS BASED ON STI PRODUCTS. THE � u ' E. Max R65gN (or smal ler) coaxial cable with fluorinated ethylene insulation and jacketing. CONTRACTOR SHALL SELECT A PRODUCT LINE MEETING THE REQUIEREMENTS OF U.L.'S GUIDELINES AND FOLLOW THE MANUFACTURERS SPECIFICATIONS r, F. Max 62.5/48 fiber optic. cable with PVG insulation and jacketing. - p g FOR MATERIALS AND INSTALLATION. 100 ,E "i "' �. td 6. Max 4 pair No. 24 AW6 (or smaller) copper conductor category 5 cable with Hylar insulation and jacket. 00 3. Fill, Void or Cavity Material*- Putty - Min 5/8 in. thickness of fill material installed within annulus. Additional 1/4 in. thickness of putty installed to form a crown around the circumference of the cable bundle on both sides of the wall. �o'`TFiESTAO Specified Technologies Inc. - 5pec5eal Putty *Bearing the UL Glassification Marking This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and if necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction System No. HW-D-0043 documents, actual or not, will not be considered. A55embl Ratln 5 - I and 2 Hr (see Items 2 and 3) THE STEEL NETWORK INC - VertiTrack VTD358, VTD400, VTD600 and VTO800 y g B.Studs - 5teel studs to be min 3-1/2 in wide. Studs cut 3/4 to I in. less in length than assembly height with bottom Nominal Joint P1dth - I In. nesting in and secured to floor runner. When slotted ceiling runner (Item 3AI) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. When Gloss 11 Movement Gapabilities - 18.15/ Gompres5ion and Extension deflection channel (Item 4A ) is used, steel studs attached to ceiling runner with sheet metal screws located 1/2 in. below the bottom to the deflection channel. When deflection channel is not used, studs to nest in ceiling runner without 1.Floor Assembly- The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the attachment. 5tud spacing not to exceed 24 in. OG. manner described in the Individual f=loor-Gelling Design in the UL Eire Resistance Directory and shall include the following G.Gypsum Board*- Gypsum board sheets installed to a min total thickness of 5/8 in., 1-1/4 in., 1-1/2 in. or 2 in. on each side construction features: of wall for I, 2, 3 and 4 hr fire rated assemblies, respectively. Wail to be constructed in the individual U400 Series 1B 1A AB A.Steel Floor and Form Units* Max 3 in. deep gals steel fluted flloor units. Design in the UL Fire Resistance Directory, except that a max I or 2 in. gap (see Item 4) shall be maintained between 1 the to of the sum board and the bottom surface of the steel floor or roof deck . The screws attaching 1 Permit Set Bp gyp g the 11-oae .Concrete Min 2-I/2 in. thick reinforced concrete, as measured from the top plane of the floor units. IA. Roof Assembly- (Not Shown) - As an alternate to the floor assembly (Item 1), a fire rated fluted steel deck roof assembly gypsum board to the studs along the top of the wall shall be located I in. below the bottom of the ceiling runner. No NO submission Date may be used. The roof assembly shall be constructed of the materials and in the manner described in the individual Pg00 gypsum board attachment screws shall be driven into the ceiling runner or into the optional deflection channel. Series Roof-Geiling Design in the UL Eire Resistance Directoriy. The hourly fire rating of the roof assembly shall be equal When through penetrant(Item 2)is not used,the hourly fire rating of the joint system is equal to the hourly fire rating of the wall. to or greater than the hourly fire rating of the wall assembly. The roof assembly shall include the following construction a features: 4. Joint System - Max separation between bottom of floor or roof deck and top of gypsum board(at time of installation of joint system)is 2 in. a A. Steel Roof Deck- Max 3 in. dee go Iv stee I f luted roof deck. for 1 and 2 hr ratings and 1 in.for 3 and 4 hr ratings.The joint system is designed to accommodate a max 25 percent compression or extension l l l 1 l l l 111 p g from it's installed width for 1 and 2 hr ratings and a max 19 percent compression or extension from it's installed width for 3 and 4 hr ratings. The - - concrete, as measured from the top plane of the steel roof deck. 9 P P g . B Roof Insulation Min 2 I/4 in thick poured insulating concr p joint system shall consist of forming and fill materials with or without a deflection channel (Item 4A ), as follows: .' G. Roof Covering*- Hot-mopped or cold-application materials compatible with insulating concrete. j � y g , 2.Through Penetrant - (Optional) - Nom 3/8 in. or 1/2 in. diom rigid steel conduit, steel electrical metallic tubing (EMT) or 5ch A.Deflection Channel - (optional) - Max 2 in. deep min 24 gauge poly steel channel sized to accommodate ceiling runner 2 2 1A 40 PVG conduit may be installed parallel with and within the flutes of the steel floor or roof deck. The conduit or EMT shall (Item 3A ). Deflection channel secured to valleys of steel floor or roof deck with steel fasteners or welds spaced 4B 4C be located near the middepth of the steel deck with a clearance of 1/2 to 1-1/2 in. between the conduit or EMT and the max 24 in. OG. The ceiling runner is installed within the deflection channel to maintain a 1/2 to 3/4 in. gap between the A steel deck. A max of one conduit or EMT is permitted in an individual flute. When conduit or EMT is installed in flute of steel deck,the top of the ceiling runner and the top of the deflection channel. The ceiling runner nests inside the deflection channel 3C hourly rating of the joint system is 1 hr. without attachment. 3C 3. Wall Assembly - The I, 2, 3 or 4 hr fire-rated gypsum board/"stud wall assembly shall be constructed of the materials and B.Forming Material* - Nom 4 pcf mineral wool batt cut to the shape of the steel deck flute and installed into the flutes 1 B 4 in the manner described in the individual U400 Series Wall or Partition Design in the UL Eire Resistance Directory and shall above the ceiling channel. The mineral wool batt pieces are to be stacked to a thickness approx I in. greater than the include the following construction features: overall thickness of the wall and compressed approx 14 percent in thickness such that it is flush with the gypsum board 2 36 A.Steel Floor and Ceiling Runners - Floor and ceiling runners of walll assembly shall consist of gals steel channels sized to surface on both sides of the wall. Additional sections of mineral wool batt insulation are compressed 50 percent in l t l t t l t t t l t t t l t t t t t l l t l accommodate steel studs. Ceiling runner to be provided with nein 1-1/4 in. to max 3 in. flanges. When deflection channel (Item thickness and Installed cut edge first to completely fill the gap above the top of the gypsum board, flush with both TTTTtrtlllll 4A ) is used, flange height of ceiling runner is to be equal to or greater than flange height of deflection channel and the surfaces of wall. t l t t t ceiling runner is to nest within the deflection channel with a 1/2 to 3/4 in. a maintained between the to of the ceiling FIBREX INSULATIONS INC - EBX 5afing Insulation llllllllllllllllllllll Section A-A g gap p g 1 A runner and the top of the deflection channel. When deflection (channel is not used, ceiling runner is secured to valleys of OWENS CORNING HT INC,DIV OF 4C steel floor or roof deck with steel fasteners or welds spaced max 24 in. OG. ENIN - Paroc 5afing Insulation AI.Light Gauge Framing*- Slotted Ceiling Runner As on alternate to the ceiling runner in Item 3A, ceiling runner to consist of go Iv ROCK WOOL MANUFACTURING CO - Delta Board steel channel with slotted flanges sized to accommodate steel studs (Item 3B). Gelling runner installed perpendicular to 3C 4B ROXULINC- Safe THERMAFIBER L L C - SAF . direction of fluted steel floor or roof deck and secured to valleys with steel fasteners spaced max 24 in. OG. When slotted ceiling runner is used, deflection channel (Item 4A) shall not be used. G.Fill,Void or Cavity Material*- Sealant Min I/8 in. wet thickness (min 1/16 in. dry thickness) of fill material spray applied on SLIPTRACK SYSTEMS INC - 5LP-TRK each side of the wall in the flutes of the steel floor or roof deck and between the top of the wall and the bottom of A2.LightGauge Framing*- Vertical Deflection Ceiling Runner As an alternate t-,) the ceiling runner in Items 3A and 3AI, vertical the steel floor or roof deck and overlap a min 1/2 in. onto gypsum board on both sides of wall. Additional 1/8 in. wet 4A 3A deflection ceiling runner to consist of goly steel channel with dotted vertical deflection clips mechanically fastened within thickness of fill material shall overlap a min 1/2 in. onto the steel deck and steel conduit or EMT (when used) on both 36 runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Vertical deflection ceiling runner sides of wall. Engineer: installed perpendicular to direction of fluted steel floor or roof deck and secured to valleys with steel fasteners spaced SPECIFIED TECHNOLOGIES INC - 5pec5eol A5200 Elastomeric Spray max 24 in. OG. When slotted ceiling runner is used, deflection channel (Item 4A) shall not be used. *Bearing the UL Classification Mark SCALE: NTS Architect: System No. SIV-L-7009 CO RESOURCES O LI , F-Ratings - I and 2 Hr See Item 1) CLTING AND DESIGNINC. T-Rating - 0 Hr 30 NEWBRIDGE RD., SUITE 104 EAST MEADOW, NY 1155-4- P. 1554P.516.644.2828 F.516.644.2820 I. Wall Assembly - The I or 2 hr fire-rated gypsum walboord/stud wall assembly shall be constructed of the materials and in the manner described in the individual U500 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 FIRE STOPPING NOTE: in lumber spaced 16 in. OG. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OG. The opening in the wall to THESE ARE SUGGESTED DETAILS BASED ON STI PRODUCTS. THE accommodate the steel duct (Iter; 2) Shall be framed on all sides using lengths of studs installed between the vertical CONTRACTOR SHALL SELECT A PRODUCT LINE MEETING THE REQUIEREMENTS 3C B studs and attached to the studs at each end. The framed opening in the wall shall be a min 1-1/4 in. to a max 3 in. of U.L.'S GUIDELINES AND FOLLOW THE MANUFACTURERS SPECIFICATIONS Tenant/occupant: 2 wider and higher than the width and height of the steel duct. Men steel studs are used and the width of opening FOR MATERIALS AND INSTALLATION. exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed 3 between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall Halkidis Residence — — — — — — — — — be 4 in. wider and 4 in. higher than the dimensions of the steel duct such that, when the penetrating item Is installed in the opening, a max 2 in. clearance is present between the steel duct and the framing in all four sides. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number Location: of layers, fastener type and sheet orientation shall be as specified in the individual U300 or 0400 Series Design in the UL Fire Resistance Directory. Max area of opening is 188 sq in. with max dimensions of 14-1/2 in. for wood studs. I600 OREENM"r EAST Max area of opening is 325 sq in. with max dimensions of 25 in. for steel studs. ORIENT, NY The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Steel Duct - Nom 24 by 12 in. (or smaller) No. 24 gauge (or heavier) steel duct to be installed vertically or horizontally within the firestop system. The annular space between the steel duct and the periphery of the framed Drawing: opening shall be a min 1/4 in. to a max 2 in. Steel duct to be rigidly supported on both sides of wall assembly. The max dimensions of the steel duct is dependent upon the hourly rating of the wall and type of stud used as tabulated below. 5ENERAL F I RESTOFFN5 Fire Rating of Wally r Type of StudMax Dimension of Steel Ductl5t y 124 in. by 12 in.25tee112 in. by 12gn.IWoodl2 in. by 12 DT �� NOTA (2' r in.2Woodl2 in. b 12 in.3. Firestop System - The firestops stem shall consist of the followin A. Packing Material - Min 2-1/2 in. thickness of min 4 pcf mineral wool batt insulation firmly packed between framed 3B opening and steel duct as a permanent form. Packing material to be recessed from both surfaces of wall as required to occommmodte the required thickness of fill material. B. Fill,Void or Cavity Material*- Sealant - In 2 hr fire rated assemblies, min 1-1/4 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. In I hr fire rated assemblies, min 5/8 in. thickens of fill material applied Initial Dfwg Date: Drawn By: 3B Vwithin the annulus on both surfaces of wall. 01-0g-I5 MP SPECIFIED TECHNOLOGIES INC - 5pec5eol 100, 101,102 or 155 Sealant, LG 150 151, 152 or 155 Sealant and Pencil 300 Job No.: Ghk By: Section A-A Sealant IS-117 PS A G. Steel Retaining Angles - Min 2 by 2 by 0.030 in. (No. 22 gauge) steel angles cut to fit the contour of the steel duct Scale: As Noted P6. 11 with a I in. lap on both surfaces of wall. Angles secured to steel duct with min No. 8 by 3/4 in. long steel sheet metal OF: x screws spaced a max 4 in. OG. Dwg No: seal a signs _ `Bearing the UL Classification Marking f P,14 a THROIJ&H PENETRATION I=I REBTOP 5Y5TEM5 :,� 2 SCALE: NTS ;' + �t a n 0100 \�? A r; '�-0,V } r�E STPD This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand. The intent of this set of construction documents is to provide a complete and properly functioning space to be utilized for its designed purpose. The general contractor, construction manager, sub—contractor(s), supplier(s), and vendor(s) shall provide all labor and materials necessary to achieve a finished product capable of receiving a certificate of occupancy. Each contractor is obligated to examine the plans and If necessary, visit the site(s), so to be familiar with the actual conditions and requirements of the project. Any alleged discrepancies, ambiguities or unknowns, shall be immediately called to the attention of Combined Resources Consulting & Design, Inc., so that the matter may be resolved prior to the submission of a bid proposal. Each contractor, by submission of their bid, shall acknowledge that these documents are an adequate definition of the scope of work. Additional cost claims, based on any deficiency of construction documents, actual or not, will not be considered. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE.] SYMBOL LEGEND 0 SMOKE DETECTOR RIDGE / NAILING: 5D/Co /CARBON MONOXIDE DETECTOR (SEE PLAN FOR SIZE) USE LIVE LOAD DEAD LOAD EDGES: 6' ON CENTER /- " EXTERIOR BALCONIES 60 PSF 10 PSF 5®D SMOKE DETECTOR SIMPSON ! FIELD: 112" ON CENTER r � � � I Permit Set II-Oji-IS LSTA 18 STRAP TIES 2"X4" WOOD STUD / i/� % DECKS 40 PSF 10 PSF ® ib' 0.0. ® I&" O.G. TYP. / !j ---_ //i No Submission Date 0 DEMO WALLS a1 IOD NAILS !' PASSENGER VEHICLES GARAGES 50 PSF AS PER PLAN [� EXIST. WALLS TO REMAIN ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF 2"X4" AGQ '' / P, %% �, /� ®20 PSF 10 PSF NEW WALLS STEL PLATE NAILING IN SF-WADED AREAS: % ATTICS WITH STORAGE (ROOF BELOW 3 PITCH)� .� -"/ / �� ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF (4 FEET WIDE FROM D.:E RIDGE NOT-ii i!UDING /j %i. // SLEEPING ROOMS 30 PSF 10 PSF / OVERHANGS '' ' ) j�'� '- � STAIRS 40 PSF 10 PSF EDGES AND FIELD 6" ON CENTER - �% SIMPSON STHDS AND OVERHANGS // i%<"i%/ GUARDRAILS AND HANDRAILS 200 PSF 10 PSF %�� �, y, o, METAL HOLD- / ' ROOF LOADING (LIVE = GROUND SNOW LOAD 12 PSF FOR ROOF RAFTER DOWN STRAP --�_- ADJUSTMENTS DENML C DE OF NEW YORK 1STATE) THE 45 PSF ATTIC 15 PSF FOR (SEE PLAN FOR SIZE NAILING FOR WAL. SHEATHING: CATH AND SPACING) �( � I 1 �" I F S O I �l SILL F L A T S A I `�I �C./H O EDGES: 6" (ON CENTER EGRESS WINDOWS FIELD: 12" ION CENTER SLAE3O I DETAIL --- R310.1.1 MINIMUM OPENING AREAL ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ.FT. ANCHORS SILL PLATE AND STUD R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24' N.T.S. _ R310.1.3 MINIMUM OPENING WIDTH SHALL HAVE A NET CLEAR OPENING OF 20'. }� O I T O I� I T TO CONCRETE SLAB R310.1.4 OPERATIONAL CONIRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL v I I I I FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. AFTER TO RDOE TO F-,AFT-EiR CON '"E r_,,,T I o N DETAIL 2"X4" WOOD STUDS a Ib" O.G. TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS N.T.S. 2"X4" SILL PLATE :;' t : ' 4�: •• ROOF RAFTER •a .� e ;: ' . STRUCTURAL MEMBERS ALLOWABLE DEFLECTION (SEE PLAN FOR SIZE • ' '~ • AND SPACING) ! '; 3/4" TbG PLWOOD SU$FLOOR �� a . RAFTERS HAVING SLOPES GREATER THAN 3/12 / • s WITH NO FINISHED CEILING ATTACHED TO RAFTERS L 180 • FASTEN WITH RIM JOIST INTERIOR WALLS AND PARTITIONS H/180 • (5)8D NAILS FLOORS AND PLASTERED CEILINGS L/360 EACH END -�_ ALL OTHER STRUCTURAL MEMBERS L/240 °' (2) TOP PLATE 8" 8" J3" / o (SEE PLAN FOR SIZE) WALL STRAPS-SIMPSON EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H 360 °; G520 COIL STRAP TOP FLANGE FACE-MOUNT EXTERIOR WALLS - WIND LOADS ' WITH L/240 Engineer: ti _ I llll //�� yy��� BRITTLE FINISHES EVERY OTHER STUD -JOIST T�TI"'1I�5r-RS o H2 CONN •. NAILED W/ IOD BOX HAUNCH F TODETAIL �:_ EXTERIOR WALLS - WIND LOADS ' WITH / H2 CONNECTOR L 240 a 16" O.G. NAILS IN ACCORDANCE FLEXIBLE FINISHES W/TABLE 5.&A -C ��-� IOIST CONNECTORS (IN WIDE VARIETY ° WALL STUD SCALE I" = 1'-0" o= SIZES) NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (SEE PLAN FOR SIZE ` ' (2) 2"Xb" AGQ BASE PLATES - 1. THE WIND LOAD SHALL BE PERMITTED TO AND 5PACI1,10) e BE TAKEN AS 0.7 TIMES THE COMPONENT AND , CLADDING LOADS FOR THE PURPOSE OF THE CONCRETE OR CMU FOUNDATION WALL ' GROUND WIND SEISMIC SUB-ECT DAMA61=FROM I„11N� TGE SHIELD FLOOD DETERMINING DEFLECTION LIMITS HEREIN. UNDERLAY- HAZARDS Architect: SNOW DE516N DE516N MEW (S1EE NOTE NAILING SCHEDULE f I LOAD SPEED (mPW GATE60R WEATHl�:IN6� DE€'T1i TE ITE DECAY TEMP. REQUIRED BELoN �I '� O I 5 I P S O I `l L L FLATE T E A I `��H O 45 PSF 110/x0 C, ='��-� r'•'O"�-HEAV. SL-MOD 1.', DEC?. YES [REFER TO NUMBWFCMER O 995] COMBINED 5 I �F S O I JOINT DESCRIPTION NUMBER OF NAIL SPACING �I�I DETA L SOI �I �E TOR �ETI� L ----- - COMMON NAILS RESOURCES H22 COI �I �F_�TO _ ROOF FRAMING CO ULTING AND DESIGN, INC. I `�I �l NEW YORK STATE RES• y RAFTER TO TOP PLATE (TOE-NAILED) 3-8d per rafter ANCHORS SILL PLATE AND STUD THIS CODE ..OT:=: 'y,'r,rj, THIS PROJECT 15 LOCATED V TNIN I M!LE CEILING JOIST TO TOP PLATE OE-NAILED 3-8d per rafter N.T.S. TO CONCRETE OR CMU FOUNDATION OF THE COAST(CANALS,BAY)TY!fFE'T•GRE'rHE 30 N E W B R I D G E FRED., SUITE 104 ) WALL. EAST MEADOW, NY 11554 REQUIREMENTS A5 PER NYS RE�IE>EN!"!AL CODE FOR COASTAL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 6-16d each lap HURRICANE AREAS (IIOMPH 3 VdGOhr) 5LN 5T,c1OMPH CONSTANT) CEILING JOIST LAPS OVER PARTITION FACE-NAILED) 6-16d each lapP.51 6.644.2828 F.51 6.644.2820 WILL BE MET. ( I. SIMPSON CONNECTORS WILL BE IN5TALLED AS PER DRAWIN65. COLLAR—TIE TO RAFTER (FACE—NAILED) 3-10d per tie 12" a.LSTA15 STRAP TIES AND/OR 71-:005 016"0.e. WILL BE USED TO BLOCKING TO RAFTER (TOE-NAILED) 2-8d each end ANCHOR ROOF RAFTERS TO NAIL-ERS,OR LEDGER BOARD. CUT b.H2 HURRICANE CLIPS 016"o.e.AND 0)5d COMMON TOE NAILS WILL BE USED RIM BOARD TO RAFTER (END-NAILED) 2-16d each end LENGTH TO ANCHOR ROOF RAFTERS TO WAIL STUDS. LSE,END NGTH (SEE PLAN FOR SIZE 2ND FLOOR, FLOOR J015T c. LSTAI2 STRAP TIES WILL BE USED TO ANCHOR FADERRAM S TO POSTS WAIL FING 12"DIA.P.C. WHICH THEY ARE BEARIh167 ON. TOP PLATE TO TOP PLATE (FACE—NAILED) 2-16d per foot 4 SPACE) : :: SoNiowm d.SIMP50N 55T816 BOLTS.ry, %•Y�=I'-R5048"O.C. d 0520 STRAPS Tenant/Occupant: (2) TOP PLATE �,.'! ®I6"OG. WILL BE USED TO A'CHOP,1^1r.LL STUDS TO 51H PLATE TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d joints-each side (SEE PLAN FOR SIZE) •' 5 1/2'L.G. TO FOUNDATION WALLS. Ne. 5/S" DIA. x121 ANCHOR BOL75 WILL E3E INSTALLED 036"04. STUD TO STUD (FACE-NAILED) 2-16d 24' o.c. 241 DIA BELL IT6. •" ALONG PERIMETER OF FcOUNi)ATION, 12" FROM CORNERS BOTH Halkidis Residence m DIRT=GTIONS. HEADER TO HEADER (FACE-NAILED) 16d 16' o.c. along edges 5PAN _ Q Q 2. THE USE OF I/2" EXTERIOR 6IRACE COX PLYWOOD WILL BE USED IN LIEU OF FUNCTIONAL SHUTTERS OR MISSILE RESISTANT WINDOWS AND 6LAS5 DOORS. THIS PLYWOOD WILL BE CUT TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d per 2'x4' stud 0520 COILED STRAPS i'' .��. ... - " TO APPROPRIATE SIZE,NUMBERED WITH PAINT AS PER LOCATION AND STORED ON SITE. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOISF ®I6"o.c. BY 51MP50N 2'-0" IN THE EVENT OF A HURRICANE•THEY CAN BE INSTALLED WITH APPROVED Location: TYP. � -'� FASTENERS WHICH MUST BE SUPPLIED TO THE HOMEOWNER ACCORDING (5)5d COMMON NAILS INTO F.F. STUD TO NYS RESIDENTIAL CODE.. BLOCKING (FACE-NAILED) 2-16d per foot (4)8d COMMON NAILS INTO RIM J5T VERTICAL SECTION VIEW PLAN VIEW ROOFING: 8'END (5)8d COMMON NAILS INTO S.F. STUD a. 4 NAILS PER ROOF SHINc6LE REQUIRED. FLOOR FRAMING 1600 6REENWAY EAST LENGTH .T b. NAILS ARE TO BE HOT—V,;PPED GALVANIZED 12 GAUGE MIN. JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED) 4-8d per joist g PROVIDE MINIMUM SOLI OTU5E K TH 3/8" DIA. HEAD MIN. 4 1' INI LENGTH MIN. (,T ) END DI5TAMGE. ' `+ BRIDGING TO JOIST OE-NAILED 2-Sd each end ORIENT, SE L L FOO I I `T O DETAIL BLOCKING TO JOIST (TOE-NAILED) 2-8d each end EQUAL NUMBER OF GORRO5ION PREVENTION NOTES: BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d each block Drawing: SPECIFIED NAILS IN EACH END. SCALE I/2° = I'-O'� NEW TYPES OF PRESSl1RE TREATED LUMBER ARE: MOPE GORR051VE TO METALS THAN GGA. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d each joist I I /� THE FOLLOWING 15 REQ'D: HU F SANE DETAIL AND i ,� O T O TIE I.ALL SIMPSON CONNECTORS,STRAPS,HANGER5„ETC.T BE Z-MAX TYPE (6185 GALVANIZED) WHEN CONTAGTIN6 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d per joist I�/I PRESSURE TREATED LUMBER(MINIMUM).A5 AN AILTEFNATE STRAPS MAY BE WRAPPED IN A 10 MIL THIGKNE55 OF BAND JOIST TO JOIST (END-NAILED) 3-16d per joist NOTES FLOOR 7 0 FLOOR ELECTRICAL TAPE. I 2. IF CONTACTING AGZA OR ACG-D CHLORIDE PZRESrtRE TREATED LUMBER, ,5TRAP5, BAND JOIST TO SILL OR PLATE (TOE-NAILED) 2-16d per foot O I �I� I� I�E�T I O I}��l �E T A I L HANGERS, ALL 5IMP50N CONNECTOR5 ETC. TO BE STAINLE55 STEEL TYPE. ROOF SHEATHING 3. Z-MAX MAY 13E USED IF A MINIMUM 10 MIL PLA,STIG BARRIER IS PROVIDED. STRUCTURAL PANELS 8d see diagram above 4. BLACK ELECTRICAL TAPE 15 A SUITABLE BARRIER(10 MIL. MINIMUM THICKNESS). N.T.S. 5. TERMITE 5HIL.ED TO 13E NON-METALLIC, TYPE. CEILING SHEATHING Initial DWg I?ate: Drawn Ey: GYPSUM WALLBOARD (1/2' drywall stews) 7' edge/10' field 01-0q-15MP ENERGY CERTIFICATION W� SHEATHING Job No.: chk By: LOCATION DESIGN LIVE 15-1 11 PS LOAD, PSP STRUCTURAL PANUS 8d see diagram above NON-6L.IEEPIN6 ROOMS 40 GYPSUM WALLBOARD (1/2' drywall stews) 7' edge/10' fie!d Seale: PG: S1�EPIN6 ROOMS 3O 'These p>larrs rave been prepared by, or under the direct superv►slon of the A5 Noted ROOF 50 undersigmed,and to the best of the undersigned's knowledge, Information and FLOOR SHEATHING OF: X belief =nforn to the New York State Energy Constructlon Gode. ATTIC WITH STORAGE 20 Dwg No: Seal 8 51, " ATTIC WITH OUT 5TORAGE IO Note: Pleasesee attaahod ResCheck for now anergy God& compliance. STRUCTURAL PANELS 1' OR LESS 8d 6' edge/12'field Town of IHe toad max. "U"valve of windows equals 05, 4 s II hts equal 0.4. � �, � g �. STRUCTURAL PANELS GREATER THAN 1' 10d 6' edge/6' field �'r% •a.�-�� r �f�;<,_ ftfi\, 02 ��� This drawing and its contents, including but not limited to all patentable features, separately or collectively shown, constitute the original and unpublished property of Combined Resources Consulting & Design, Inc.. This drawing may not be disclosed, reproduced in whole or part or employed for any purpose other than specifically permitted by written consent of CRCD and is loaned subject to return on demand.