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HomeMy WebLinkAbout39307-ZNo: 37540 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY Date: 5/6/2015 5/6/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1280 Sage Blvd, Greenport SCTM #: 473889 See/Block/Lot: 53.-5-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/9/2014 pursuant to which Building Permit No. 39307 dated 10/24/2014 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: interior renovations only Q bedroom maximum) to an existing one family dwelling as applied for. The certificate is issued to Arslanyan, Varujan & Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL 'CERTIFICATE NO. PLUMBERS CERTIFICATION DATED sisi�n 1 s 39307 4/28/2015 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39307 Date: 10/24/2014 Permission is hereby granted to: Arslanyan, Varujan & Arslanyan, Linda 1055 River Rd Ph 11 Edaewater. NJ 07020 To: Interior renovations only. At premises located at: 1280 Sage Blvd. Gree SCTM # 473889 Sec/Block/Lot # 53.-5-10 Pursuant to application dated To expire on 4/24/2016. Fees: 10/9/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $326.80 CO - ALTERATION TO DWELLING $50.00 TOWN OF SOUTHOLD �� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • y�ol 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 #: 39307 Date: 10/24/2014 Permission is hereby granted to: Arslanyan, Varujan & Arslanyan, Linda 1055 River Rd Ph 11 Edaewater. NJ 07020 To: Interior renovations only. At premises located at: 1280 Sage Blvd. Gree SCTM # 473889 Sec/Block/Lot # 53.-5-10 Pursuant to application dated To expire on 4/24/2016. Fees: 10/9/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $326.80 CO - ALTERATION TO DWELLING $50.00 C'[6 44�_ q,3gf Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: L,-" (check one)) Location of Property: jQ� �G( C�-_ ��A House No. 11 Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 m % Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ I A A0VL '/'D Applicant Signature fjf so 0ou Irou TOWN'OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON FOU TION I ST, ROUGH PLUMBING F NDATION 2ND INSULATION F M RAMING STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY. INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESI . ANT PENETRATION T ELECTRICAL (ROUGH) EL RICAL (FINAL) C UL CODE VIOLATION AULKING DATE.';J (o I M I I qL.INSPECTOR- OF SOUTyolo .. :NS TOWN' OF SOUTHOLD BUILDING DEPT. ` _ I 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH -PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]-CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR fjf 3 0 TOWN"OFSOUTHOLUBUI WING, DEPT. 765-1802 INSPECT10,N FOUNDATION 1ST R GH PLUMBING ]FOUNDATION 2ND INSULATION ]FRAMING/ STRAPPING ]FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ]FIRE RESISTANT. CONSTRUCTION FIRE. RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE_/�//OA�� -INSPECTOR- OF SOUryo! ��yCOlimtV TOWN OF'SOUTHOLD BUILDING, DEPT. 765.1802 INSPECT ON [ ]FOUNDATION 1ST [ ] OUGR PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION ]FRAMING /STRAPPING [ ]FINAL [ FIREPLACE &, CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FRE RESISTANT CONSTRUCTION [ ] FIRE RE T PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ICAL (FINAL) [ ]CODE VIOLATION [ CAULKING DATE ` INSPECTOR hO�aOf SOUTyo`o �^t11 �y00UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ?'� ELECTRICAL (FINAL) f REMARKS: DATE `t Z I S/ INSPECTOR<Fjd� 7Z- TOWN'OF SOUTHOLD BUILDING DEPT. - 765 -1802 INSPECTION.--.. FOUNDATION I -ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT-CONSTRUCtION ELECTRICAL (ROUGH) CODE VIOLATION ROUGH PLUMBING IN -ATION INAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE INSPECTOR Zi7 FIELD MSPECT SIMON NOVO FOUNDATION (IST) FOUNDATION (2ND) ROUGH mwmqq & PLUMBING INSULATION PEA N. Y. STATE ENERGY CODE FINAL c.> TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 , SoutholdTown.NorthFork.net Examined /_,20 A BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO.: L 0 - Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit. Single & Separate Storm -Water Assessment Form Contact: LDS-fi.._ Im 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 shal l 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 'IS 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 pe'rmit'sliall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �'P vti'�" C� I/� •f'G�G CTo li� Name of owner of premises UoLiZd t `yLy, (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: House Number County Tax Map No. 1000 Section s 3 Block G ggeV\. p 0,2t a Hamlet ©� Lot 10 Subdivision m V M 0 Q to e- Filed Map No. Lot 2. State existing use and occupancy of a. Existing use and occupancy. and intended use and occupancy of proposed construction: � t 1>ewk a L i 4 m i LL4 b. Intended use and occupancVV% i Lu 3. Nature of work (check which applicable): New Building —Addition . Repair �-Removal Demolition _Other Work 4. Estimated Cost -9 C, 0, OUD Fee Alteration y, (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3-1:5 Rear 3-7•3 Depth Height '2.2' Number of Stories ;Z1 Dimensions of same structure with alterations or additions: Front �7,3 Rear. 3"Z Depth 14, l ' Height �ao2' Number of Stories 2 8. Dimensions of entire new construction: Front Rear pth, ,Height Number of Stories''` o TDO 9. Size of lot: Front �210t9 Rear c2 �� �� % Depth q:2• �1 p� Si be X32• �'3 ��si-��E' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Z oci A 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re -graded? YES NO `Will excess fill be removed from premises? YES NO to S'S to Ve L R-�� a.04 ? VJ l 1 V�.2u�-�c�h �Wc. 14. Names of Owner of premises &Vmis &^�a.A Address CO y t riToo7.1cPhone No. 20t M VV5,7 Name of Architect �,ert -- t t w —Address VO W - Phone No 0,1 10 9 %9 V I Name of Contractor kc 2 -�r? tel► coLkAddress 64- Phone No. t(o �{tR \r °l3 8' K 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES '�-- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—k * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �r✓'R- �'Q� �L� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the C_wV4&a O.�D 2 (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. Sw rn t before me this Q� �o day 0I j 20 Q- CONNIE D. BUNCH 6A�-Aotary Public, State of New York Notary Public No. 01 BU6185050 ignature of Applicant Qualified in.Suffolk County ]] Commission Expires April 14, 2DJ cP Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 oF so�ryo� � o o� � aQ UNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(ab_town.southoId. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Victor Arslanyan Address: 1280 Sage Blvd. City: Greenport St: New York Zip: 11944 Building Permit #: 39307 Section: 53 Block: 5 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 31 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 34 Twist Lock Exit Fixtures TVSS El Other Equipment: 2- Combination Smoke/CO Detectors, 4- Paddle Fans, 3- Exhaust Fans, 1- ARC Fault Circuit Breaker Notes: Inspector Signature: Date: April 28, 2015 Electrical 81 Compliance Form.xls Town Hall, 53095 Main Road P.O. Box- 1179 Southold, New York 11971-0959 Building Permit No. BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATION �'W`7 Z - Date: � / 'j I Owner: UEuC t-- R Ae- -'in (please print) 8---200p,Plumber: r�-d— PIL� (please print) lead. Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this z day of 20 /4 4az:i( Notary Public, County ff:IIu&bers—Sig#atj '`�,�.4crl�!'+?�4 �!�.x;°G¢*+':�=^ ..._,. ..�i�F�'.,, ii{i".sT;•�:�r`t'1.`:'�i�irt6�.y i { C,Ofrjnjs. PP31 yr '`�,�.4crl�!'+?�4 �!�.x;°G¢*+':�=^ ..._,. ..�i�F�'.,, ii{i".sT;•�:�r`t'1.`:'�i�irt6�.y t Scott A. Russell cp' uF Q/�G STOWWWAX]EIK SUPERVISOR AWANA(GIEMI ENT SOUTHOL53095 Main Roared - S 9 OUTHO D NEW YORK 11971 '% Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - - - .... _......_._-._...... ....._.. _ _........_._............ . DOES THIS PROJECT EC T INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes I No f 0 10-1 UNJ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. © B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. - 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one -hundred -year 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 Department with your Building Permit Application. APPLICANT: (PropertyOwner, Design Professional, Agent, Contractor, NAME: �� `�— "�> e— `1 l C OI/ `Other) Contact Information: ircleplinne Nuin0.riNuin0.ri Property Address / Location of Construction Work: �,. o a4, e FORM 4 SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: District �3 O'�_ 1`0 /l9 5" } Section Block Lot ***"FOR. .BUILDING DEPARTMENT USE 0.1"'I'LY Reviewed By: SA Date: j 0 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 p� SOUr,�o� '9 O �� �Q cour,� Telephone (631) 765--11802 roger.nchert - owi.s utfiol5.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: 101-271-2,013;1 Company Name: ,S Jz(f C-7(—tC— Name: License No.: Address: 1-15-769 �- �/ ©cJ o cs.� /197/ Phone No.: �/ ,�/( JOBSITE INFORMATION: (Indicates required information) *Name: A !Z S C -.A w '/,A o *Address: amp *Cross Street: ouL.9-:7L *Phone No.: S5/o Permit No.: 313 O 7 Tax -Map District: • 1000 . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly)�� 0 (Please Circle All That Apply) *Is job ready for inspection: ES NO. Rough I Final *Do -you -need a Temp Certificate: YES / NO Temp Information (If. needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 .400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82 -:-Request for Inspection Form R0'a 8 5 5 L Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 4, 2015 Varujan Arslanyan 1055 River Rd PH 11 Edgewater NJ 07020 Re: 1280 Sage Blvd, Greenport pF SO(/j�,o� � o �y�DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. O IJP Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39307 — Interior Alterations Telephone (631) 765-1802 Fax (631) 765-9502 STREET ADDRESS: 1280 SAGE BOULEVARD 1 Tomo, x r�1j 6S,I j- �TI ti Ip. pOCf T y \\ h �. �/4� 'to 900 O `00,D Zo e \ 4v -� Zd/vz_ My�M ��E �yFq 0 -5ri CKyF'9I) 8 FLOOD ZONES FROM FIRM 3610300159 (9-25-09) TIDAL WETLAND BOUNDARY AS DELINEATED BY EN=CONSUL WANTS, INC. 6//2/06 ®: WETLANDS FLAG AREA=29,190 S,F T❑ TIE LINE ■ =MONUMENT ANY ALTERATION DR ADDITION TO THIS SURVEY IS A VIOLATIDN OF SECTIDN 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTIDN 7209 -SUBDIVISION 2. ALL CERTIFICATIDNS HEREDN ARE VALID FOR THIS MAP AND COPIES THEREDF DNLY IF SAID MAP OR CDPIES BEAR THE IMPRESSED SEAL DF THE SURVEYOR WHDSE SIGNATURE APPEARS HEREON. 1. rIcti 410�1�' J Z hl�F Y, /4, ASR may. l9 X0,6 04 6 � BI, SURVEY OF PROPERTY AT ARSHAMOMO Q -UE T 0 WN -OF S 0 UTHOLD SUFFOLK COUNTY, NEW YORK 1000-53-05-10 SCALE: 1"=30' SEPT. 4, 2001 M,I- 27, 2ooG /Qua ,t.) -111,411- 22 JUL Y 14, 2006 APRIL 11, 2011 lcerti/icallons added! JULY 29, 2013 (FLOOD ZONES) OVFRyF q l�FMF�T 40 F 9/j l✓ IFS LIC, N0, 4 9618Y, S, LIC. NN, 4 9618 PECDN_7r'•` EYORS, P.CEYORS, P.C, (631) 765 - 5020 FAX,,(631) 765-1797 P. O, BOX 909 1230 TRAVELER STREET - 101-2,9 SOUTHOLD, NY, 11971 CERTIFIED TO: VARUJAN._ARSL•ANYAN �5 LINDA ARSLANYAN Vti (1 � .. .... ... ... .. K`.�c'• C .fir 1 LIC, N0, 4 9618Y, S, LIC. NN, 4 9618 PECDN_7r'•` EYORS, P.CEYORS, P.C, (631) 765 - 5020 FAX,,(631) 765-1797 P. O, BOX 909 1230 TRAVELER STREET - 101-2,9 SOUTHOLD, NY, 11971 REScheck Software Version4..5.® Compliance Certificate Project interior renovation Energy Code: Location: Construction Type: Project Type: Climate Zone: Permit Date: Permit Number: Construction Site: 1280 sage blvd greenport, NY 2010 New York Energy Conservation Suffolk County, New York Single-family Alteration 4 (5750 HDD) Owner/Agent: peter denicola Designer/Contractor: Robert Higgins Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com .°s'IICk�3 Compliance: 4.7% Better Than Code Maximum UA: 340 Your UA: 324 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1,130 21.0 0.0 0,044 50 Wall 1: Wood Frame, 16" o.c, Window 1: Wood Frame:Double Pane with Low -E steel insul R5: Solid Ceiling 1: Flat Ceiling or Scissor Truss 2,008 15.0 0.0 0.077 129 295 0.330 97 38 0.200 8 1,130 30.0 0.0 0.035 40 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed buig j�as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio 4. 0 d to comply with the mandatory requiremefts listed in the RE¢fcbeck Insme(ction CiTecklist. Name'- Title Signature / Date Project Title: interior renovation Report date: 10/04/14 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2014\1280 sage blvd grnprt Pagel of 1 den icola\energy.rck GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the 2010 New York State Fire Prevention and Building Code effective December 28, 2010; Which includes but not limited to the following: 2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 New York State Energy Conservation Construction Code, 2010 plumbing code, 2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building code, 2010 property maintance code of New York State. ALL CODES shall supercede the drawings and shall be incorporated into the drawings WHETHER they are indicated on the Plans or NOT. 2. The reference Standard utilized: AMERICAN FOREST & PAPER ASSOCIATION Wood Frame Construction Manual for one and two family dwellings 2001 Edition. (800-890-7732) THIS MANUAL shall be incorporated into the drawings WHETHER they are indicated on the plans or NOT. 3. Written Dimensions take precedence over scaled dimensions 4. The contractor prior to the start of construction shall verify all dimensions, existing or new and be responsible for field fit. 5. The mechanical systems, electrical and plumbing systems shall be installed in accordance with NYS Fire prevention and Building Code as listed in general note #1. All systems are to be designed, installed, specified by the general contractors; HVAC, electrical or plumbing sub -contractors. Electrical certificates are to be provided the electrical contractor. 6. All New Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity of 2000 pounds per square Foot. All Existing footings shall be 36 below grade Minimum. It shall be the responsibility of the general contractor to verify the depth of all existing footings disturbed by construction. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. 7. Poured in Place concrete shall be air entrained; 5% < 7% total air content by volume and have an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2010 New York State Fire prevention and Building Codes. All Concrete shall conform to the latest ACI standards. 8. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Framing lumber shall be DOUG -Fir #2 or better, E=1.6, Min. Fb for dimensional Dumber = 1000 psi ALL EXTERIOR LUMBER Shall Ibe ACQ requiring the following: a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D OR STAINLESS STEEL. STAINLESS STEEL SHALL ONLY BE USED WITH -IN ONE MILE OF THE WATER. b.) Use Copper flashing Only against ACQ Lumber Sill Plates c.) All Structural connectors i.e..simpson strong -Tie or USP, etc shall be Hot -Dipped Galvanized or Stainless Steel. Nailinq Schedule for Lateral and Shear Connection requirements BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION 13. Install joist hangers at all flush structural load bearing conditions. 14. ALL habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated. Refer to Code section R303. 15. All window and door headers to be 2-2x10 unless noted otherwise. 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation where no window is provided on a separate switch. Fastener 22. Windows in buildings located in Wood -Borne debris regions (areas within - 9. Basements with habitable space and every sleeping room shall have hurricane prone regions within 1 mile of the coastal high water at least one openable emergency escape as follows: line were the basic wind speed is 110 miles per hour or greater Sill height of not more than 44 inches above the floor. or 120 miles per hour as per figure R301.2(4) of the New York State A. Minimum net clear opening of 5.7 square feet. Residential Building Code shall meet the requirements of the large Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 opening of 5 square feet. referenced therein. B. Minimum net clear opening height shall be 24 inches. (values are nominal design 3 -second gust wind speed in miles per hour) C. Minimum net clear opening width shall be 20". on center D. emergancy escape and rescue openings shall be operational A. EXCEPTION: from the inside of the room without use of keys or tools. Wood Structural panels with a minimum of thickness of 7/16 inch 16 inches and a maximum span of 8 feet shall be permitted for opening 10. No back -fill shall be placed against the foundation walls protection. Panels shall be precut to cover the glazed openings until the first floor framing is in place or brace the foundation with attachment hardware provided in the table below. WHENEVER an alteration, addition, or conversion is made to an Existing Label all panels and store in a clean dry area of the house. 11. Double joists under parallel partitions and under whirlpool tubs. Attachements shall be provided in accordance with the table Double around openings in floor and roof framing. as follows: 12. Metal flashing shall be installed were concrete abuts wood, B. Fastener Schedule for wood plywood panels and were decks abut house framing. 2-16D NOTE 1 A. Ground Snow Load: 20 psf TABLE R301.2.1.2 13. Install joist hangers at all flush structural load bearing conditions. 14. ALL habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of the floor area being ventilated. Refer to Code section R303. 15. All window and door headers to be 2-2x10 unless noted otherwise. 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation where no window is provided on a separate switch. Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or b. Fasteners shall be Installed at opposing ends of the wood structural panel. equal to 4 feet equal to 6 feet equal to 8 feet 4-1/2" #6 Wood 16 inches 12 inches 6 inches Screws on center on center on center 4-1/2" #8 Wood 16 inches 16 inches 12 inches Screws on center on center on center ROOF SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION 8d Deformed 2-1/2" nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch LING distance for gable end walls DESCRIPTION NUMBER OF COMMON NAILS a. This table is based on 130 mph wind speeds and a 33 -foot mean roof height. 17. Guardrails are required where the difference in GRADE is more than INTERIOR ZONE RAFTER TO TOP PLATE (TOE NAILED) 30 inches and openings in guardrails shall be less than 4 inches apart. b. Fasteners shall be Installed at opposing ends of the wood structural panel. CEILING JOISTS TO TOP PLATE (TOE NAILED) Handrails are requried on stairs with 4 or more risers. (R311.5.6) Fasteners shall be located a minimum of 1 inch from the edge of the panel. 18. R313 Smoke Alarms: Shall be listed in accordance with UL 217,installed as per c. Fasteners shall be long enough to penetrate through the exterior wall covering and a minimum of 11/4 Inches into wood wall framing and a minimum of 1-1/4 inches CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) the NYS Residential code and NFPA 72. Shall be provided in each sleeping Room, Into concrete block or concrete, and Into steel framing a minimum of 3 exposed threads. COLLAR TIES TO EACH RAFTER (FACE NAILED) outside of each separate sleeping area in the immediate vicinity of the bedroom Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block or concrete. BLOCKING TO RAFTER (TOE NAILED) and on each story of the dwelling, including basement and cellars. Alarms EACH END RIM BOARD TO RAFTER (END NAILED) shall be interconnected and hard -wired to a commercial source. d. Where screws are attached to masonry or masonry/stucco, they shall be attached RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED) WHENEVER an alteration, addition, or conversion is made to an Existing using vibration -resistant anchors having a minimum ultimate withdrawal capacity of RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) Residence, the smoke detection system of the ENTIRE residence must be 490 pounds. DESIGN LOAD INFORMATION WALL FRAMING brought up to code, hard -wired and interconnected. rr ll V TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE 1 A. Ground Snow Load: 20 psf 19. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting B. Rooms other than sleeping: LL - 40 psf, DL - 10 psf STUD TO STUD (FACE NAILED) circuit with no intervening wall switch. Battery -powered alarms are not allowed. C. Sleeping Rooms: LL - 30 sf, DL - 10 psf P 9 - p - P HEADER TO HEADER (FACE NAILED) CO alarms are required within each dwelling unit on each story containing a 16" O.C. ALONG EDGES TOP AND BOTTOM PLATE TO STUD sleeping area, within 15 feet of each and every sleeping area. And on any story D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf TOP AND BOTTOM PLATE TO STUD of a dwelling unit that contains a carbon monoxide source. Refer to R313.4.2 for exceptions. E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS F. Decks: LL = 40 psf 20. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at G. Exterior Balconies: LL = 60 psf, panel edges perpendicular to floor framing members In the First TWO bays of framing H. Guardrails and Handrails: LL = 200 psf p and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with 16d 16" o.c. along each edge Nailing schedule. I. Guardrail balusters and panel fillers: LL = 50 psf 21. All Engineered Wood Products such as "Trus Joists, Micro -Lam, etc" shall be J. Attic without Storage: LL = 1 Opsf, DL = 10 psf installed in accordance with the manufacturers latest installation details, K. Attic with storage: LL = 20psf, DL = 10 psf Framing connectors, Alllowable Hole diagrams, specifications, etc. L. Stairs; 40psf "Micro -Lam" Design Stresses: E = 1.9 x 10 s Fb = 2,600 psi, Fv = 285 psi 4-8D EACH JOIST Refer to NYS code Table R301.5 for all Live Load foot notes ROOF SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION 8d Deformed 2-1/2" nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch LING distance for gable end walls DESCRIPTION NUMBER OF COMMON NAILS NAIL SPA ROOF FRAMING At panel At intermediate edges edges in field INTERIOR ZONE RAFTER TO TOP PLATE (TOE NAILED) 4-8D EACH RAFTER CEILING JOISTS TO TOP PLATE (TOE NAILED) 4-8D EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5-16D EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5 16D EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED) 4-16D EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING la- rr ll V TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE 1 PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-16D JOIST- EACH SIDE STUD TO STUD (FACE NAILED) 2-16D 24" ON CENTER HEADER TO HEADER (FACE NAILED) 16D 16" O.C. ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-16D (max. wall ht; 10') EACH STUD TOP AND BOTTOM PLATE TO STUD 3-16D (wall ht; 10' to 20') EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 8-16D CONTINUOUS HEADER TO STUD (TOE NAILED) 4-8D p CONTINUOUS HEADER TO STUD (TWO PIECES) 16d 16" o.c. along each edge BUILT UP CORNER STUDS 16d 24" ON CENTER BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS 16d " NAIL EACH LAYER AT 23 -INCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS. 2 -NAILS AT EACH END AND AT EACH SPLICE FLOOR FRAMING W wWQO JOISTS TO SILL, TOP PLATE TO GIRDER (,TOE NAILED) 4-8D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK LEDGER TO STRIP BEAM (FACE NAILED) 3 16D EACH JOIST JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST BAND JOIST TO JOIST (END NAILED) 3-16D EACH JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D NOTE 1 PER FOOT NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON -CENTER AT PANEL EDGES. CEILING SHEATHING ATTACHMENT REQUIREMENTS Gypsum wallboard- 1/2" thickness: 5d cooler nails spaced 7" on edge and 10" in field SEE ALSO: Table R702.3.5 of the NYS Code for Min. thickness & nailing of Gypsum board. 3 - second gust Wind Speed @ 120 (MPH) STRUCTURAL SHEATHING STRUCTURAL SHEATHING (SEE NOTE A) Spacing At panel At intermediate edges edges in field INTERIOR ZONE 12" o.c. 16" o.c. 6" 6" 6" 6" PERIMETER EDGE ZONE 12" o.c. 16" o.c. 6" 6" 6" 6" Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip. NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE A-3.11 OF THE 2001 EDITION Maximum Nail spacing for 8d common nails 3 - second gust Wind Speed @ 120 (MPH) STRUCTURAL SHEATHING Spacing At panel At intermediate (SEE NOTE A) H/180 edges edges in field INTERIOR ZONE 12" o.c. 6" 12" Exterior walls with stucco finish 16" o.c. 6" 12" 4 -FOOT EDGE ZONE 12" o.c. 6" 6" FLOOD 16" o.c. 6" 6" NOTE A; Wall sheathing within 4 -feet of the corners, the 4 foot perimeter edge zone attachment requirements shall be used. Exterior sheathing shall be full height continuous from the bottom plate to the upper top plate, with all panel edges over framing. shearwalls shall be in accordance with the full height sheathing requirements specified in the WCFM manual tables 3.17 A-E Wood shear walls shall be constructed of exterior grade wood structural panels FLOOR SHEATHING ATTACHMENT REQUIREMENTS Shall be attached with a minimum of 8d common nails spaced at a minimum of 6 -inches on center on panel edges and 12 -inches on center in panel field. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALLOWABLE DEFELECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no finished ceiling attached to rafters L/180 Interior walls and partitions H/180 Floors and ceilings L/360 All other structural memebers L/240 Exterior walls with stucco finish H/360 Exterior walls - wind loads/brittle finishes L/240 Exterior walls - wind loads/flexible finishes L/140 TYPICAL FIRE BLOCKING NOTES: Fireblocking shall be provided at all concealed vertical and horizontal draft openings, and to form fire barriers between stories, and between a top story and the roof space. Fire blocking shall be provided in the following locations: 1. In concealed spaces of stud walls and partitions, furred spaces, vertically and ceiling and floor levels and horzontally at intervals not exceeding 10 feet. 2. Interconnections between soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. 4. At openings around vents, pipes and ducts at ceiling and floor level, with a building department approved material to resist passage of flame. 4. Fireblocking around chimney and fireplaces in accordance with the NYS Residential building code. 5. Fireblocking materials shall meet the requirements of Code section R602.8.1. the following material is acceptable but not limited to; 2" nominal solid wood, 3/4" particle board, 1/2" gypsum board, mineral wool. batts or blankets. GENERAL EXISTING CONDITIONS NOTE: ALL EXISTING DIMENSIONS AND CONSTRUCTION WERE TAKEN FROM; SURVEY, OWNERS INFORMATION, AND OR "ON SITE" MEASUREMENTS. ALL MEASUREMENTS SHALL BE VERIFIED BY FUTURE OCCUPANT PRIOR TO RENOVATION, ORDERING MATERIALS AND START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ARCHITECT DID NOT MEASURE INACCESSIBLE AND CLOSED AREAS, WHICH REQUIRE THE CONTRACTOR TO OPEN INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. L = span length, H=span height ENERGY NOTES All HVAC, Plumbing & Electrical systems shall meet the NYS Energy Code. It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, ventilation. heating systems ( new, existing or upgraded) stamped by a professional engineer if required by the Owner or Building Dept. GROUND WIND SIESMIC SUBJECT TO DAMAGE FROM ICE SHIELD FROST Z SNOW SPEED DESIGN O LINE r� V UNDERLAYMENT FLOOD LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD 20 LBS 120 B SEVERE 3'-011 MODERATE TO HEAVY YES YES TABLE R301.2(1) Residential Code of NEW YORK STATE 1/2" structural plywood Panel, Attached to Frame in accordance with Table R301.2.1.2 Residential code of NYS WINDOW UNIT PLYWOOD STORM PANEL SHUTTER DETAIL Refer to General Notes for Panel fastener requirements. TYPICAL 20 GA - COIL STRAPPING AT EACH JOIST with 6-8d common nails in each end. SIMPSON LTP 4 AT EACH JOIST WITH 8-8d Commol 2X DECK JOISTS -see pla� 2 x ACQ Treated Nailer Bc (one size larger than joist) Lag Bolted to framing with 1/2" diameter HOT DIPPE galvanized bolts at 16" o.c staggered. Nail each Joist to Nailer with HOT DIPPED GALV. Joists Hangers at each joist. TYPICAL STRAPPING FOR DECK CONSTRUCTION DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS DECKING TYPICAL Simpson LTP4 or FLOOR SYSTEM Equal at each post to Deck Joist TYP. EXTERIOR WALL CONSTRUCTION. REMOVE SIDING AT LEDGER PRIOR TO INSTALLATION ALL THRESHOLD CAREFULLY FLASHED & CAULKED TO PREVENT WATER INTRUSION CONTINUOUS FLASHING EXTENDED PAST JOIST HANGER GALV. DECK HANGER ATTACHED PER CODE 2X P.T. LEDGER; ONE SIZE GREATER THAN JOIST AND NO GREATER THAN THE DEPTH OF BAND JOIST ATTACH TO BAND JOIST WITH 1/2" DIA. LAG SCREWS AT 16" ON CENTER FREATED SILL PLATE (S) LEDGER BOARD ATTACHMENT TO BAND JOIST NTS JOIST TO BAND JOIST TO SILL CONNECTION (120 MPH) AT EXISTING CONST. nts STRAPPING CAN BE ATTACHED OVER OR UNDER THE EXISTING PLYWOOD SHEATHING Existing Floor System TYP, HEA[ STW WINDOW HDR 1-1/4" x 20 Gage Metal Coill- Strap with (6)-8d common nails in each end. catch jack studs and window or door Header. Typical each side and ALL windows and doors. COMPOSITE OR PRESSURE TREATED WOOD DECKING rSimpson H2.5A @ Joist to girder ,,Simpson BCS Post Cap \4x4 or equal at each post POST E Foundation Plan Simpson AB Galvanized adjustable post base w/ 6-10d nails to post & 1/2" x 7" anchor bolt into concrete footing Hurricane Tie at each rafte TYPICAL ELEVATION WALL TO HEADER STRAPPING NTS I I OMPOSITE RAILING SYSTEM. VINYL RAILING TOP AND BOTTOM RAIL I I AND COLUMN COVER AND - COLUMN CAP. MEET RCNYS / FOR CODE sem" I I I 6X 6 TREATED POSTS LAG BOLTED TO JOIST AS PER MANUFACTURES SPECIFICATIONS. 1/2" DIA. GALV BOLTS W/ 2 x JOISTS 1 0 LOCK WASHERS. I O 2x RIM JOIST =3 SIMPSON H2.5 AT EACH JOIST - - - - 2-2x GIRDER w/ 2-1/2" DIA. GALV. THRU BOLTS AT EACH POST GIRDER CONNECTION 6x6 P.T. POST MAXIMUM OVERHANG SHALL BE JOIST SPAN / 4 DECK AND RAILING DETAIL NTS AP R VEDAS NOTED DATE: 8 �� B.P.#4'W BY: "DTIFY BUILDiNG DEPARTMENT AT 7�5-1802 B AM TO 4 Plvi FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUl�1BING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OR CONSTRUCTION ERRORS. SIMPSON H -2A @ EA. RAFTER with 5-8d nails each and. 'LUMBER CERTIFICATION J LEAD CONTENT BEFORE 3TIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT SIMPSON H 2A EXCEED 2/10 OF 1% LEAD. RAFTER -TO -STUD TIE NTS CO :: �L'� �':' T!-1 ALL CODES OF NEW YORK STAi'L: & TOWN CODES AS REQUIRED F T ' T ' r RD OCCUPANCY OR USE IS UNLAWFUL WITHOUT FICATE OF OCA. PLUMBING ALL PLUMBING WASTE & wATER L.iUES NEED TESTING BEFOG � COVERING s�, v OF NES`? ETAIN STORM WATER RUNOFF P RSUANT TO CHAPTER 236 0 THE TOWN CODE. O 31� Z O r� V N O O .: � Z la- rr ll V W Z Z Of W y H CU i -a a 0 W U WO a��oo pc� C� >- E W Z W N p I -0>W O Z(l��Z O L7WWQ W wWQO ..._I m OI-i�= a W Q I.._. U O \ 0 z w �ENO 112- M r vJ a a) c v) E C o c cn 'c `C a) �=. c c M m 0 � o CL �A- LSM c C C U O Q •T) L 2 Z O• m Y U aCL c*- o �`o�ccrn3 s ° o) 'G 0 -°pc=.Na)z., ctz c a)'cacoCE0 I�-Ea5c°M0Er J D.. Q F O W 0 Z _O Cl) E- � W 'D WZz J J 0 CWF- t0.> W W LL O =Z:3cn U W D - (n d' CD W N J �i U W U1 M O 0 F- U F- O Z � 31� r� V N .: � rr ll V n U Z H CU i -a a T• 4 M w a��oo pc� r \./ "C" to N . O M `D O X11 C) 0 N 1 m Ni 15'-5" 22'-0" 0 M 37'-5" AS - BUILT 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" WINDOWS, FWH, FWG DOORS AS FOLLOWS; Plans indicate ANDERSEN series 400 DH model numbers and shall be installed as per manufacturers specifications for 120 MPH Zone. Provide HP LOW -E4 glass. AREA SCHEDULE Use the Plywood panels as detailed on NAME AREA 2ND FLOOR PLAN Drawing -1, OR use the 2nd FLoorAre a 426.8 sq ft. SCALE: 1/4" = 1'-0" High Impact resistant glass in all windows and exterior doors with glass. N CV Electrical Note: ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RCNYS Mechanical Systems THE MECHANICAL - HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RCNYS Plumbing Note: ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE RCNYS TYPICAL DECK FOOTING 12" round concrete poured pier footings to virgin soil, 4" Treated post anchor -See details on drawing -1 for strapping and uplift connections. TYPICAL RAILING 2x4 Top Rail 2x2 Balusters @ 4" oc 2x4 Bottom rail 4x4 Posts max 5'0" oc. 0 0 KEY EXISTING WALLS NEW WALLS E____] TO BE REMOVED 4" VENT THRU I I 4" VENT THRU ROOF I ROOF , , I I 3" ' I I , F*URE 84,f1-4i;2OON. : ' I I LAV TUB/ WC , Mei SHOWER O I I— , , 2" , , , , WM WC LAV , , 151-511 3" ' CO 1 1 I I 3" 2" I I : 31 . I DW Sink 1 I I 2 I i 1 1 2" I I Co 4k 3" 2" 91 ' ........... LAV TUB/ WC STALL SHOWER SHOWER 1-1/2" 3" PLUMBING RISER DIAGRAM Not to Scale 37'-5" 3046 3046 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" 22'-0" SECOND FLOOR J FIRST FLOOR 2" 2 3" " 4" FAI Co Co 4" CONNECT TO A NEW CIHT SUFFOLK COUNTY DEPT. OF HEALTH APPROVED SANITARY SYSTEM. DHP5646 3046 3046 Smoke Alarms for Renovation Note: When interior alterations, repairs, additions or conversions requiring a permit occur, the dwelling shall be provided with smoke alarms located in accordance with Code Section(R313) for NEW Dwellings. (including basements) O F— z Mei O I— O Z N � W rA � w W �e o 0 W ry 0 V�� Wz u.iWp� To 0 J z Z � 0 z C)f 0 w W �I— rWn V Q� W S QO Q 8 O>c o N0 0 N N R W Ln O U O 6 W U) W W 0 W F - Z U) Q W J U U) Mei N rA � w o 03 To A9, 0