Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39204-Z
Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY No: 37438 Date: THIS CERTIFIES that the building RESIDENTIAL REPAIRS Location of Property: 485 Gillette Dr, East Marion, SCTM #: 473889 Subdivision: Sec/Block/Lot: 38.4-1 Filed Map No. 2/17/2015 2/17/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/12/2014 pursuant to which Building Permit No. 39204 dated 9/23/2014 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: ALTERATIONS AND FIRE REPAIR TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cervone, David & Cervone, Barbara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39204 02-12-2015 A o ' e Signa ure aFor 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 #: 39204 Date: 9/23/2014 Permission is hereby granted to: Cervone, David & Cervone, Barbara 485 Gillette Dr East Marion, NY 11939 To: construct alterations to an existing single family dwelling as applied for At premises located at: 485 Gillette Dr, East Marion SCTM # 473889 Sec/Block/Lot # 38.-4-1 Pursuant to application dated 9/12/2014 To expire on Fees: 3/24/2016. and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $647.60 CO - ALTERATION TO DWELLING $50.00 Total: $697.60 Building Inspector 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: I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "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 I . 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. q_1 11h4 New Construction: Old or Pre-existing Building: V (check one) Location of Property: q C (;) LL -on bQ,i \Az eicT Alowlorj, House No. Street Hamlet Owner or Owners of Property: hN, 8 c{ C t✓ 2VOIAE Suffolk County Tax Map No 1000, Section ,'3 Block L4 Lot Subdivision Permit No. Health Dept. Approval Date of Permit. Filed Map. �(`)3�' Lot: —� —siJ Applicant: WIA_ WNk ISLAA LLC l%NA1a.OW _J--"-4 Underwriters Approval: Planning Board Approval: ___ —9 _ Request for: Temporary Certificate Fee Submitted: $ Final Certificate: V (check one) A icant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(ab-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Cervone Address: 485 Gillette Dr City: East Marion St: NY Zip: 11939 Building Permit #: 39204 Section: 38 Block: 4 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Darling Electric License No: 38041 -me 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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 41 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances1-dw Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 25 Twist Lock Exit Fixtures TVSS Other Equipment: 1 -combination smoke/co detector, 2 -ovens, 1 -cook top, 5 -paddle fans, 2 -exhaust f 6 -ARC fault circuit breakers, 1 -generator transfer switch -10 circuit. Notes: Inspector Signature:- Date: Feb 12 2015 81 -Cert Electrical Compliance Form.xls OF SO(/l�,o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [] FO DATION 1 ST [ ] UNDATION 2ND [ FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ - ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) r 1 CAULKING DATE Q �`� INSPECTOR '� 72, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: wTION I GIH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKI n lo� DATED / / "d � I INSPECTOR r3f so 0� 07 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]FRAMING I STRAPPING [ ]FIREPLACE& CHIMNEY [ ] INSULATION [ ] FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [)<I ELECTRICAL (ROUGH) [ ]CODE VIOLATION REMARKS: [ ] ELECTRICAL (FINAL) [ ]CAULKING DATE- -INSPECTO'R--- f3f so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ]ROUGH PLUMBING IWOU'LATION [y�FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE -INSPECTOR FIELD RLOECTION REPORT DATE CONZ2ENTS y� r_ NJ r' � FOUNDATION (IST) ', , • -........... .----------------�... FOUNDATION (2ND) Qp ROUGH FIiCf & PLUIIOING 1 INSUL• ATION PER N. Y. STATE ENERGY COME c . H r` r/ J • y FINAL . .. < b TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthForb:.net Examined 20 Approved��20 144 Disapproved a/c ��' " Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the lollowing, before applying" Board of Health_ 4 sets of Building Plans Planning Board approval Survey__ PERMIT NO. Contac ka ` JJ Building Inspector Septic Form N.Y.S.D.E.0 Trustees 171—d PNr..,ir APPLICATION FOR BUILDING PERMIT Date 120/ 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. Stich a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demtion as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing cod o , nd 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 r OL Name of owner of premises AV) W,-4_Ailie-C. PO /-r C•��U (�►V�, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ��� r>H _ Plumbers License No. 2 77 — Mf Electricians License No. -3-9 13 — M4.r Other Trade's License No. I. Lo ion of land on which proposed work will be dont _WBS ILL . House Number Street Hamlet County Tax Map No. 1000 Section___ Block 1_ Lot Subdivision___ _ Filed Map No. '7-0 -__Lot _____ 2. State existing use and occupancy of premises and intended use and occupancy of' proposed construction: a. Existing use and occupancy Pes•oc,.(•�. � SI.iv-AL <l�r�m.,I- b. Intended use and occupancy &s;,1)"4 --1 ,S.!2*. - ii -� t e 3. Nature of work heck which applicable): New Building Addition= Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /9 Qj 0 O . DC7 Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units_I ,Number of dwelling units on each floor If garage, number of cars 1 _ 6. If business, commercial or mixed occupancy, specily nature and extent of each type of use. _ N/ 7. Dimensions of existing structures, if any: Front_ S Rear Z. Depth Height_ Number of Stories 1 Dimensions of same structure with alterations or additions: Front _Rear Depth Height Number of Stories 8. Dimensions of entire ni.w construction: Front .Rear _Depth Height Number of Stories_ 9. Size of lot: Front_[ Rear IM04 t Depth 120,42- 10. 20,T2 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situatedL`q-y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_i NO X 13. Will lot be re -graded? YES_ NO--Y-Will excess fill be removed from premises" YES_ NO X ,64W b -r BA;ae A -2A yF'!; Ct I LL ---M be 14. Names of Owner of�mises Ct-1ZVILwi � 1► Address e.44UC,J Phone No. Name of Architect I(.lAA>yL M�( NQ AddressZfiA"#+S-r,ST0 one No :b -!o-T Name of Contractor &a FC.rlJ AddressLL(( Q, nAl Phone No. R(o�l- 5`ko a ��ii ;v" , AA1 7 15 a. Is this property within 100 feet ofa 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 -X- * 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_,X, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (-0&"f 1X -- (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 tbrth in the application tiled therewith. Sworn to before me this PERRY T. GALE NOTARY PUBLIC, State of NeW York 1 day ofll�ca, 20 No. 01 GA5049023 Oualified in Suffolk County �r Commissi ires September 5, 20 ' Notary Public w Signature Applicant F T� Scott A. Russell61p5111FQIr 5T01KMWA T1EJ[;L SUPERVISORI��l[A\NA\G ( r lEl\ Vj[ \JE1�TT SOUTHOLD TOWN HALL - P. O. Box 1179 - 53095 Main Road - SOUTHOLD, NEW YORK 11971 11 O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING;. Yes No CHECK \LL THAT APPLY ❑�j 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. E] [!j C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[W 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 Stormvater 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 K County Tax Map Number! Chapter 236 does not apply to your project. `C 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. (Proliertr Owner. Drswn Piofe . innal. Agent. C ontractnr. C)therl NAME, Contact Information. &JI - /W — V !co Property Address / Location of Construction Work: 4� & I �,LL—M; U1 vkE 06-1 MAIL'10AI, N _J1121 FORM k SMCP - TOS MAY 2014 sk"T.M. *: 1000 Date Ila Di -trio Section Block Lot *`** H ffl BLALDI` G I)},AR] �IvIL V I IISL* 'ti I... Re\ ie�%ed Bv: `/�;i�'-� dl 1/ Date _n Approved for pmcctising Build1lig Permit. t. Management Control Plan Not Required. 1:1Storm«ater Management Control Plan Is Requu-ed. Forward to Engmcci-iq Department for Re ic\� J Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 �x (631)765-g50� roger.richert ,iOWn.SOUthO d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:��,�� ) C �Gti� Date: t j;biliq Company Name:,, Name: License No.: 0-ci I.. A, r Address: -% O!� D���r.�, r�,tora' DJi"c%�r-C-� ,. Phone No.: _ -Z r V1 JOBSITE INFORMATION: (*Indicates required information) *Name:Ncutd l fll�OL'1t *Address: L, L, ,44 *Cross Street: *Phone No.: 'l ®p Permit No.:� Tax Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In 0 Final *Do you need a Temp Certificate: YES / NO M\` 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 0' 0 82 -Request for Inspection Form ... -� / TE? N O� � SOUTHOLD PR ER `� � � �fl � CAR© r OVIFNER STREET VILLAGE IST. - SUB. LOT j F E ACR. ;? 7 FORMS fER WNER v I I, Ic N S W TYPE OF BUILDING RES.,2 16 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS .. �-f d r x5h:5 -� IL 127 - ✓t/ zJCt - L 3 Do t'f' �S 7 f s3 d r4Z7 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable 1 f Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD 7 ,°.—° s 0 0 House Plot DEPTH a / BULKHEAD Total DOCK �i � � � d �, xia� �r � .moi - s�3;�� September 11, 2014 Town of Southold 53905 Main Road Southold, NY 11971 Attn: Building Department Re: Cervone 485 Gillette Drive East Marion, NY 11939 To whom it may concern: BELFOR (0) PROPERTYRESTO RATION VIA FEDERAL EXPRESS Enclosed is a building permit application, Certificate of Occupancy application, storm water management work sheet, blank check, four sets of plans, insurance, survey, license, tax bill, and certificate of occupancy for the above mentioned address. This homeowner sustained fire damage on July 3, 2014. If you have any questions, please feel free to contact me (631) 964-8900., Thank you. t firf C*/' "s Sincerely, Mattie Sauro Belfor Long Island LLC 60 Raynor Avenue, Ronkonkoma, NY 11779 • 866.964.1050 • ph: 631.964.8900 • fx: 631.964.8901 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 13, 2015 Belfor Long Island 60 Raynor Ave Ronkonkoma NY 11779 k SOUT�o "4UNT`I,�' BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: Cervone, 485 Gillette Dr, East Marion 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. 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 — 39204 — Fire Repair Telephone (631) 765-1802 Fax (631) 765-9502 ","OLIN k-Uu1,4 1 r Ljcv I Ur LICENSING & CONSUMER AFFAIRS DMMERCIAL/IN INDUSTRIAL PAINTING BUSINESS r. NAME WILLIAM R ANDERSON COMMERCIAL PM 'ERC IA L ' IND US TRIAL T U, A N -ING 13 SINESS T certifies that the ak)S'NESS NAME bearer is duly BELFOR LONG ISLAND LLC DBA licensed by the County Of Suffolk LiC,n,. N—bl, 185 -CP 05/24/2001 LEll -ION WOAT, 05/01/2015 - — - SUFFOLK COUNTY DEPT OF LABOR. LICENSING & CONSUMER AFFAIRS HOME IMPROVEMENT TRACTOR WAMF. V' L IA11 R ANDERSON WILLIAM R ANDERSON T that the 8"V'ErS NAME bearer is duly BELFOR LONG ISLAND LLC DBA licensed by the County of Suffolk A 9621-H 10/0 n 984 Ell -"ON OArE LI 05/01/2015 ","OLIN k-Uu1,4 1 r Ljcv I Ur LICENSING & CONSUMER AFFAIRS DMMERCIAL/IN INDUSTRIAL PAINTING BUSINESS r. NAME WILLIAM R ANDERSON COMMERCIAL PM 'ERC IA L ' IND US TRIAL T U, A N -ING 13 SINESS T certifies that the ak)S'NESS NAME bearer is duly BELFOR LONG ISLAND LLC DBA licensed by the County Of Suffolk LiC,n,. N—bl, 185 -CP 05/24/2001 LEll -ION WOAT, 05/01/2015 - — - STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NVS WOUTCF.RC) Ct1&4PG'WCA'1VTnW YN30TID A Iver. nnvcln A A-.,• - —� - N3 �V(a.l1Yl. Al�yyJ�i-111\ILJ li l/� JL:,j%J.X%JJc, In. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured Belfor Long Island LLC 631-964-8900 60 Raynor Avenue l c. NYS Unemployment Insurance Employer Ronkonkoma, NY 11779 Registration Number of Insured 4568989 Work Location of Insured (Only regrtire(l If coverage is specifically lhnited to certain locallons In Neiv York Slate, LG, a Wrap -Up Iii• Federal Employer Identification Number of Insured Policy) or Soclal Security Number 263526799 2. Name and Address of tltc Entity Requesting Proof of 3a. Name of insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) The Insurance Company of the State of Pennsylvania 3b. Policy Number of entity listed in box "la" WC034157355 Town of Southold 53905 Main Road 3c. Policy effective period 07/01/14 —07/01/15 PO Box 1179 Southold, NY 11971 3d, The Proprietor, Partners or Executive Officers are ®included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T' insures the business referenced above in box "I a" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3Aon the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier svill also notify the above cerci tcate holder within /0 days IF a policy Is canceled dtie to nonpayment of preminnrs or within 30 days IF there are reasons other than nonpayment of premhirns that cancel the policy or eliminate the Insisredfrom the coverage indicated on this Cert y7cate. (These notices may be sent by regitlor mail.) 01hertvlse, Ails Certyr-cote is valid for one year after this fora[ is approved by the histirance carrier or its licensed agent, or unlll the policy arplratlott dale lister/ In box "3c'; Iulilchever Is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is corn plying with the mandatory coverage requirements of the New York Stnte Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: nt name Approved by: Title: Chief Und cc (Date) Telephone Number ofautlsorizcd representee or licensed agent of insurance carrier: 312 930 300 Please 'Vole: Only insurance carriers and their licensed agents are anlhoriaed to is -site form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) Nvww.wcb.statc.ny.us STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORI{ERS' COMPENSATION INSURANCE CnAMIT3 This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "I a" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3Aon the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also notify the above cerriftcate holder within 10 days !F a policy is canceled dve to nonpayment of premitwis or tvilhin 30 days 11 --there are reasons other than nonpayment of prend nrrs that cancel the policy or eliminate the Insured from the coverage indicated on this Cert y7cate. (These notices may be seat by regular mail.) Otherwise, this Certificate Is valid for one year after tris form is approved by the insurance carrier or Its licensed agent, or laid! the policy arplratlon date lisreit in box "3e'; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof flint the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: (Print naaoc Approved by: Title: Ch +• ' (Date) Telephone Number ofauthorized represent or licensed agent of insurance carrier: 512 9 0 00 Please Note: Only insurance carriers and their licensed agents are authorized to issue korai C-145.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) %vww. wcb.statc.ny.us E in. Legal Name & Address of Insured (Use street address only) ib. Business Telephone Number of insured Belfor Long Island LLC 631-964-8900 60 Raynor Avenue tc. NYS Unemployment Insurance Employer Ronkonkoma, NY 11779 Registration Number of Insured 4568989 Work Location of Insured (Only required ifcoverageisspeclfrcalty limited to certain tocatlons 1n Neiv York Stare, Lc., a Wrap -Up 1 d. Federal Employer Idcntiriealion Number of insured Policy) or Social Security Number 263526799 2. Name and Address of the Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) 3a. Name of insurance Carrier The Insurance Company of the State of Pennsylvania 3b. Policy Number of entity listed in box "In" WC034157355 Town of Southold 53905 Main Road 3c. Policy effective period 07/01/14 —07101/15 PO Box 1179 Southold, NY 11971 3d. The Proprietor, Partners or Executive Officers are ®included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "I a" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3Aon the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also notify the above cerriftcate holder within 10 days !F a policy is canceled dve to nonpayment of premitwis or tvilhin 30 days 11 --there are reasons other than nonpayment of prend nrrs that cancel the policy or eliminate the Insured from the coverage indicated on this Cert y7cate. (These notices may be seat by regular mail.) Otherwise, this Certificate Is valid for one year after tris form is approved by the insurance carrier or Its licensed agent, or laid! the policy arplratlon date lisreit in box "3e'; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof flint the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: (Print naaoc Approved by: Title: Ch +• ' (Date) Telephone Number ofauthorized represent or licensed agent of insurance carrier: 512 9 0 00 Please Note: Only insurance carriers and their licensed agents are authorized to issue korai C-145.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) %vww. wcb.statc.ny.us ACO 0 CERTIFICATE OF LIABILITY INSURANCE DAT 09 09/2OD 4WY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc. Southfield MI Office CONTACT NAME: PHONE (866) 283-7122 FAX (800) 363-0105 (AIC. No. Ext): AIC. No.: E-MAIL ADDRESS: 3000 Town center Suite 3000 INSURER(S) AFFORDING COVERAGE NAIC# Southfield MI 48075 USA INSURED INSURER A: National Union Fire Ins Co of Pittsburgh 19445 INSURER B: The Insurance CO of the State Of PA 19429 selfor Lonq Island LLC 60 Raynor Avenue Ronkonkoma NY 11779 USA INSURER C: AIG Specialty Insurance Company 26883 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570055084737 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSIR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY .CLAIMS -MADE M OCCUR GL53883401 SIR applies per policy terns & condi ions EACH OCCURRENCE S2,000,000 $2,000,000 PREMISES Ea occurrence MED EXP (Any one person) S100,000 PERSONAL BADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S4,000,000 POLICY X❑ PEO- [X LOC PRODUCTS -COMP/OP AGG S4,050.000 OTHER: A AUTOMOBILE LIABILITY CA 510-17-08 07/01/2014 07/01/2015 COMBINED SINGLE LIMIT $2,000,000 Ea accident BODILY INJURY ( Per person) X ANY AUTO BODILY INJURY (Per accident) X ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS NON -OWNED AUTOS PerOP PROPERTYDAMAGE X Comp Ded $1,000 X Coll Ded $1,000 A X UMBRELLA LIAB X OCCUR 29157256 07/01/2014 07/01/2015 EACH OCCURRENCE $5,000,000 AGGREGATE S5,000,000 EXCESS LIAB CLAIMS -MADE DED I RETENTION B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) NIA wc034157355 A05 wc034157354 MA, ND,OH, WA, WI, WY 07/01/2014 07/01/2014 07/01/2015 07/01/2015 X STATUTE ERS E.L. EACH ACCIDENT S1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 Ifyes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT S1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE 53905 Main Road Po sox 1179 Southold NY 11971 USA I�Jj`O ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD m r- rn n co 0 Lo0 0 1— u') O Z d A U d U AGENCY CUSTOMER ID: 570000005415 LOC #: ADDITIONAL REMARKS SCHEDULE Page _ of _ AGENCY Aon Risk Services Central, Inc. NAMEDINSURED Belfor Long Island LLC POLICY NUMBER See Certificate Number: 570055084737 CARRIER See Certificate Number: 570055084737 NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, I FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance INSURER(S) AFFORDING COVERAGE NAIC # INSURER SUBR WVD INSURER POLICY EFFECTIVE DATE (MM/DD/YYYY) INSURER INSURER WORKERS COMPENSATION ADDITIONAL POLICIES If a policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBERLIMITS POLICY EFFECTIVE DATE (MM/DD/YYYY) POLICY EXPIRATION DATE (MM/DD/YYYY) WORKERS COMPENSATION A N/A wc034157353 NJ, PA 07/01/2014 07/01/2015 B N/A wc034157352 IL, KY, NC, UT 07/01/2014 07/01/2015 B N/A wc034157351 AZ, GA, VA 07/01/2014 07/01/2015 A N/A wc034157350 FL 07/01/2014 07/01/2015 A N/A wc034157349 CA 07/01/2014 07/01/2015 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name and Address of Insured (Use street address only) 1b. Business Telephone Number of Insured BELFOR LONG ISLAND LLC 631-964-8900 1c. NYS Unemployment Insurance Employer Registration Number of Insured 60 RAYNOR AVENUE RONKONKOMA, NY 11779 1d. Federal Employer Identification Number of Insured or Social Security Number 263526799 2. Name and Address of the Entity requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 3b. Policy Number of Entity listed in box "1a": 53905 MAIN STREET DBL309836 PO BOX 1179 3c. Policy effective period: SOUTHOLD, NY 11971 01/01/2014 to 12/31/2015 4. Policy covers: a. n✓ All of the employer's employees eligible under the New York Disability Benefits Law b. F] Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. , � 9/9/2014 p�J�ilt�j�3�� /t "'i�' Date Signed By°�^J (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT: If box '4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box "4b" is checked, this certificate is NOT COMPLETE for the purposes of Section 220, Subd. 8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board, DB Plans Acceptance Unit, 20 Park Street, Albany, NY 12201. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB -120.1. Insurance brokers are NOT authorized to issue this form. D13-120.1 (5-06) CNJ/'REScheck Software Version 4.5.0 Compliance Certificate Project Repair of Fire Damage & Interior Alteration Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 485 Gillete Drive Mr. & Mrs. David Cervone MMA East Marion, NY Michael Macrina Architect, pc 21 Main Street Stony Brook, NY 11790 iCompliance: Passes Compliance: 9.6% Better Than Code Maximum UA: 166 Your UA: 150 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. f Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,119 0.0 19.0 0.048 54 Wall 1: Wood Frame, 16" o.c. 1,357 0.0 13.0 0.057 73 Window 1: Wood Frame:Doubie Pane with Low -E 57 0.300 17 Door 1: Glass 19 0.300 6 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 building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature n Date ,60 R cy lit Cd * 0 Project Title: Repair of Fire Damage & Interior Alteration Report date: 09/08/14 Data filename: \\MMA-MAIN\Network Folder\Drawings\2014-MMA\1431-Cervone-D+A\Energy Calc\1431- Pagel of 1 Energy Calc A.rck ABBREVIATIONS ACQ ALKALINE COPPER QUATERNARY L.C. LINEN CLOSET ACT ACOUSTICAL TILE MAX MAXIMUM AL ALUMINUM MIN MINIMUM ALT ALTERNATE MO MASONRY OPENING AFF ABOVE FINISHED FLOOR MRB MARBLE ASF ABOVE SUBFLOOR M.S. MARBLE SADDLE A.S. ALUMINUM SADDLE MTL METAL A.P.B. ANTHONY POWER BEAM N/A NOT APPLICABLE B.C. BRICK COURSE(S) NIC NOT IN CONTRACT BD BOARD NOM NOMINAL BOT BOTTOM NR NOT REQUIRED BLDG BUILDING NTS NOT TO SCALE CBB CEMENT BACKER BOARD OC ON CENTER(S) CL CLOSET OCC. OCCUPANT(S) CLG CEILING OH OVERHANG CLR CLEARANCE) PART. PARTITION COL COLUMN P.C. PANTRY CLOSET CONC CONCRETE P.L. PROPERTY LINE CONT CONTINUOUS P.T. PRESSURE TREATED CMU CONCRETE MASONRY UNIT PT-EGS PAINT, EGGSHELL SHEEN CT CERAMIC TILE PT -FL PAINT, FLAT SHEEN CS CORRIDOR SUPPLY PT -SG PAINT, SEMI -GLOSS SHEEN C.J. CEILING JOIST PKT POCKET CANT. CANTILEVER OT QUARRY TILE CMD CARBON MONOXIDE DETECTOR RAD RADIUS DIA DIAMETER REQ'D REQUIRED DIM DIMENSION REV REVISION(S), REVISED DR DOOR RM ROOM DTL DETAIL RJ ROUGH JAMB DWG DRAWING R.C.N.Y.S. RESIDENTIAL CODE OF DN DOWN NEW YORK STATE EA EACH R.R. ROOF RAFTER EL ELEVATION R/R REMOVE & REPLACE EQ EQUAL SAB SOUND ATTENUATION BLANKET EX EXISTING SEC SECTION EXH EXHAUST S.F. SQUARE FEET EXT EXTERIOR SIM SIMILAR EF EXHAUST FAN SPR SPRINKLER (HEAD) EW EGRESS WINDOW SQ SQUARE FAI FRESH AIR INTAKE SS STAINLESS STEEL FC. FIRE CODE STC SOUND TRANSMISSION CONTROL FD FLOOR DRAIN STD STANDARD FIN FINISH(ED) STL STEEL FLR FLOOR(ING) SD SMOKE DETECTOR FPSC FIRE PROOF SELF-CLOSING T.C. TOP OF CURB FT FOOT (FEET) TEL TELEPHONE F.J. FLOOR JOIST THK THICK(NESS) GA GAGE, GAUGE T.O.S. TOP OF SLAB GALV GALVANIZED TP. TOILET PAPER GFI GROUND FAULT INTERRUPT TPF TEXTURED PAINT FINISH GL GLASS T.S.P. TEXTURED SPRAY PAINT GWB GYPSUM WALL BOARD TX TOILET EXHAUST GYP. BD. GYPSUM BOARD TXF TOILET EXHAUST FAN 'GP' GEORGIA -PACIFIC TV TELEVISION HC HOLLOW CORE TYP TYPICAL HDW HARDWARE TEMP TEMPERED HM HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED HOR HORIZONTAL VB VINYL BASE HP HIGH POINT VCJ VERTICAL CONTROL JOINT HR HOUR(S) VCT VINYL COMPOSITION FLOOR TILE HT HEIGHT VIF VERIFY IN FIELD HD HEAD VWC VINYL WALL COVERING HVAC HEATINGNENTILATING/ AIR CONDITIONING WC WATER CLOSET IN INCH (ES) WD WOOD INT INTERIOR WR WATER RESISTANT INV INVERT ZR ZONING RESOLUTION JT JOINT KIT KITCHEN LAV LAVATORY LVL LAMINATED VENEER LUMBER LEGEND MATERIALS BRICK VENEER CONCRETE MASONRY UNIT STEEL ROUGH WOOD CONCRETE PLYWOOD EXISTING WALL =111111=111111=111111=11EARTA ITI_11im-11i111-111111-= INSULATION (THERMAL) 'PVC'or COMPOSITE MATERIAL RIGID INSULATION ..................... FINISH WOOD 77 GYPSUM ..................... .................... BOARD section number A A-5,SECTION sheet number _ detail 2 f9heetumber -` OR (detarea °lDETAIL number C�) REVISION CLOUD STRUCTURAL BEAM JOISTS / RAFTERS 2Q REVISION NUMBER SMOKE DETECTOR 12( orizontal ROOF PITCH 5 (--vertical -------- ABOVE / BELOW / HIDDEN t CENTERLINE 2 elevation number A71 3 INTERIOR ELEVATION 4 sheet number Repair of Fire.Damage & Interior Alteration GENERAL SCOPE OF WORK : Scope of work is to repair the fire damaged residence to its existing condition, including all required building code upgrades. Remove & Replace all the following items, but not limited to, due to the fire damage: r I. All Fire Damaged siding material. -1. Hardwood flooring as per plans. 2. All Fire Damaged drywall as noted on plans. 8. Fire damaged window $ doors as noted on plans. 3. All Fire Damaged insulation as noted on plans. q, Any damaged electrical wiring, receptacles, etc., (refer to insulation schedule) to be verified by a licensed electrician. 4. All Fire Damaged base moulding 4 door casing as noted on plans. 10. Any damaged plumbing supply lines, waste lines, vents, etc. to be verified b a licensed lumber DRAWING CONTENTS A-1 Building Data Symbols / Abbreviations Existing (demo) Floor Plan Existing (demo) Elevation A-2 General Notes & Specifications Strapping Details Nailing Schedule Insulation Schedule A-3 Cellar Plan First Floor Plan Plumber Riser Diagram 5. All kitchen cabinets and appliances. y p APPROVED AS I:'IOTEe7 A-4 Exterior Elevations as per plans. 6. Fire Damaged Bathroom fixtures and flooring. II. Roof 4 ceiling structure where noted on plans DATE_ B.P. # Demo Front Elevation WC --St 1/8" = 1 '-O" skylight skylight Existing Family Room to be cleaned Existing Dining Room - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage NEW PARTITION PRESSURE DOOR ` N N .= o 0 E.P. ZONE 4 WINDOW 211 WINDOW / EXT. DOOR NUMBER Existing two—digit identificafxxl (see schedule) number floor level to be cleaned 211 INTERIOR DOOR NUMBER two—digit identification (see schedule) number , I�II1Y}�,lll I floor level 11ROOM NUMBER to—dig idewntificatition (see schedule) number remove exist'g A/C unit floor level O- WALL TYPE t--- ELEVATION MARKER N a DRAWING REFERENCE (see reference notes, same sht.) =111111=111111=111111=11EARTA ITI_11im-11i111-111111-= INSULATION (THERMAL) 'PVC'or COMPOSITE MATERIAL RIGID INSULATION ..................... FINISH WOOD 77 GYPSUM ..................... .................... BOARD section number A A-5,SECTION sheet number _ detail 2 f9heetumber -` OR (detarea °lDETAIL number C�) REVISION CLOUD STRUCTURAL BEAM JOISTS / RAFTERS 2Q REVISION NUMBER SMOKE DETECTOR 12( orizontal ROOF PITCH 5 (--vertical -------- ABOVE / BELOW / HIDDEN t CENTERLINE 2 elevation number A71 3 INTERIOR ELEVATION 4 sheet number Repair of Fire.Damage & Interior Alteration GENERAL SCOPE OF WORK : Scope of work is to repair the fire damaged residence to its existing condition, including all required building code upgrades. Remove & Replace all the following items, but not limited to, due to the fire damage: r I. All Fire Damaged siding material. -1. Hardwood flooring as per plans. 2. All Fire Damaged drywall as noted on plans. 8. Fire damaged window $ doors as noted on plans. 3. All Fire Damaged insulation as noted on plans. q, Any damaged electrical wiring, receptacles, etc., (refer to insulation schedule) to be verified by a licensed electrician. 4. All Fire Damaged base moulding 4 door casing as noted on plans. 10. Any damaged plumbing supply lines, waste lines, vents, etc. to be verified b a licensed lumber DRAWING CONTENTS A-1 Building Data Symbols / Abbreviations Existing (demo) Floor Plan Existing (demo) Elevation A-2 General Notes & Specifications Strapping Details Nailing Schedule Insulation Schedule A-3 Cellar Plan First Floor Plan Plumber Riser Diagram 5. All kitchen cabinets and appliances. y p APPROVED AS I:'IOTEe7 A-4 Exterior Elevations as per plans. 6. Fire Damaged Bathroom fixtures and flooring. II. Roof 4 ceiling structure where noted on plans DATE_ B.P. # Demo Front Elevation WC --St 1/8" = 1 '-O" skylight skylight Existing Family Room to be cleaned Existing Dining Room - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage hose bib Demo First Floor Plan 1 /4" = 1 '-O" 7�) plan north built-in ,e existing louver and are for replacemant Existing Deck no work to be performed I --�?--� closet � I 'rExl�t�ng� I , Kitchen Remove all kitchen cabinets & appliances & prepare for replacement! - remove wall and ceiling drywall ! ! - remove wall and r ceiling insulation ! remove flooring bam�ge 11 11 11 Li Area of Fire Damage V'-0 existing Existing Living Room - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage Remove existing— washer & dryer \ remove exis as shown / Existing Bedroom #3 - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage remove exist'g doors - and prepare for replacement \ FEE:BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 LElf! D. PLUMBING - ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE CO`v'ERiNG remove exist'g doors Existing remove exist'g door F and prepare for Hall and prepare for replacement \ replacement \\�. �U--n ° Fire �j i Existing Bedroom #2 a - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage remove exist'g door — LEGEND: Existing To Be Removed Existing Walls to Remain Area To Be Removed /remove walls as shown J closet Damage ; , remove all plumb'g %remov ex�s'g door fixtures, tile floor'g, drywall, ;; , I insulation & prepare for new -- - Existing , ; j` J layout 'lls Bath roo _ Existing Bedroom #1 I I remove existg window and prepaire for replacement Remove existing,' fire damaged C.J. � closet 1 Existing Powder Rm. - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage BUILDING DEPARTMENT DATA: Classification /Floor Area Michael rn Floor Existing Proposed Total Macrina Level -� First Floor 1,328 sq.ft. Architect, tv U_ Total 1,328 sq.ft. ❑ P.C., A. LA a O Garage 296 sq.ft. ILL t5 Front Covered Porch 35 sq. ft. ❑ Rear Deck 322 sq. ft. First Floor ❑ g No Work to deck be Performedm - Alteration level 1 21 Main Street t'=(968 sq. ft.) Stony Brook, N.Y. 11790 0, _� Alteration level II a' co phone (631) 686-6585 U (151 sq. ft.)fax (631) 686-6786 porch email MMacrina@optonline.net web MMArchitectpc.com These plans are on instrument of service end are DESIGN R301.2.1.1 (2010 Residential Code for New York State) the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Design Criteria. Construction in regions where the basic wind to the fullest extent of the low. Copyright 2014: Michael Macrino Architect. All rights reserved, no speeds from Figure R301.2(4) equal or exceed part of the plans may be reproduced without the 110 miles per hour (177,1 km/h) shall be expressed written consent of the architect. designed in_accordance-with-one -of-the following: Plans have been American Forest and Paper Association (AF� C O designed in Wood Frame Construction Manual for One do Two E L 1� O R accordance with: amity Dwellings (W.F.C.M.) 2001 PROPERTY RESTORATION 60 Raynor Ave. Climatic & Geographic Design Criteria : Table R301.2(1) Ronkonkoma, NY 11779 Ground Snow Load: 20 psf phone (631) 471-2300 .o Wind Speed: 120 mph 3 sec. gust vX fax (631) 471-2905 C: residence located within (wind borne debris region) 1 mile from water Wind Exposure Category. B Seismic Design Category. C E 0 o� Weathering: Severe Ca F= Frost Line Depth: 36 inches o Termite Infestation: Moderate to Heavy U m CO I Ice Shield Underlayment Required Flood Hazard Valley's do Perimeter Exempt Date : 9/8/14 1 Issued for Construction MIN. DESIGN Ex. 100 A PRESSURE (D.P.) RATING: Table R301.2(2) No. Date Description 39.5 -43.2 Project 1 ` N N .= o 0 E.P. ZONE 4 ZONE 5 cpm w N Existing Garage N to be cleaned Fire Damage & fn r- , I�II1Y}�,lll I Interior Alteration _� remove exist'g A/C unit m °; and prepare for N a replacement m w hose bib Demo First Floor Plan 1 /4" = 1 '-O" 7�) plan north built-in ,e existing louver and are for replacemant Existing Deck no work to be performed I --�?--� closet � I 'rExl�t�ng� I , Kitchen Remove all kitchen cabinets & appliances & prepare for replacement! - remove wall and ceiling drywall ! ! - remove wall and r ceiling insulation ! remove flooring bam�ge 11 11 11 Li Area of Fire Damage V'-0 existing Existing Living Room - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage Remove existing— washer & dryer \ remove exis as shown / Existing Bedroom #3 - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage remove exist'g doors - and prepare for replacement \ FEE:BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 LElf! D. PLUMBING - ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE CO`v'ERiNG remove exist'g doors Existing remove exist'g door F and prepare for Hall and prepare for replacement \ replacement \\�. �U--n ° Fire �j i Existing Bedroom #2 a - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage remove exist'g door — LEGEND: Existing To Be Removed Existing Walls to Remain Area To Be Removed /remove walls as shown J closet Damage ; , remove all plumb'g %remov ex�s'g door fixtures, tile floor'g, drywall, ;; , I insulation & prepare for new -- - Existing , ; j` J layout 'lls Bath roo _ Existing Bedroom #1 I I remove existg window and prepaire for replacement Remove existing,' fire damaged C.J. � closet 1 Existing Powder Rm. - remove wall and ceiling drywall - remove wall and ceiling insulation - remove flooring Smoke Damage BUILDING DEPARTMENT DATA: Classification /Floor Area Michael rn Floor Existing Proposed Total Macrina Level -� First Floor 1,328 sq.ft. Architect, tv U_ Total 1,328 sq.ft. ❑ P.C., A. LA a O Garage 296 sq.ft. ILL t5 Front Covered Porch 35 sq. ft. ❑ Rear Deck 322 sq. ft. First Floor ❑ g No Work to deck be Performedm - Alteration level 1 21 Main Street t'=(968 sq. ft.) Stony Brook, N.Y. 11790 0, _� Alteration level II a' co phone (631) 686-6585 U (151 sq. ft.)fax (631) 686-6786 porch email MMacrina@optonline.net web MMArchitectpc.com These plans are on instrument of service end are DESIGN R301.2.1.1 (2010 Residential Code for New York State) the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Design Criteria. Construction in regions where the basic wind to the fullest extent of the low. Copyright 2014: Michael Macrino Architect. All rights reserved, no speeds from Figure R301.2(4) equal or exceed part of the plans may be reproduced without the 110 miles per hour (177,1 km/h) shall be expressed written consent of the architect. designed in_accordance-with-one -of-the following: Plans have been American Forest and Paper Association (AF� C O designed in Wood Frame Construction Manual for One do Two E L 1� O R accordance with: amity Dwellings (W.F.C.M.) 2001 PROPERTY RESTORATION 60 Raynor Ave. Climatic & Geographic Design Criteria : Table R301.2(1) Ronkonkoma, NY 11779 Ground Snow Load: 20 psf phone (631) 471-2300 .o Wind Speed: 120 mph 3 sec. gust vX fax (631) 471-2905 C: residence located within (wind borne debris region) 1 mile from water Wind Exposure Category. B Seismic Design Category. C E 0 o� Weathering: Severe Ca F= Frost Line Depth: 36 inches o Termite Infestation: Moderate to Heavy U m CO I Ice Shield Underlayment Required Flood Hazard Valley's do Perimeter Exempt Date : 9/8/14 1 Issued for Construction MIN. DESIGN PRESSURE (D.P.) RATING: Table R301.2(2) No. Date Description 39.5 -43.2 Project 1 ` N N .= o 0 o ZONE 4 ZONE 5 cpm w N 39.5 -49.8 Repair of N Fire Damage & fn r- Interior Alteration _� Y O N N For Zone Diagrams: Mr. & Mrs. David Cervone Gable s s Interior75p: Waller ��•c ® Zone 485 Gillete Drive Zone"" 'Kpc HM Perimeter Zone East Marion, NY Minimum Uniformly Distributed Live Loads : Table R301.5 Town of Southold USE LiVE LOAD DEAD LOAD Suffolk County Exterior Balconies 60 psf 10 psf Drawn By : i Decks 40 psf 10 psf ,�f���' . V a R y Passenger Vehicle Garages 50 psf as per plan A.P. �� ��� M7C" ATTICS without Storage 10 psf 10 psf Check ed By : VA. MA.t ATTICS with Storage 20 psf 10 psf M. %P R r ROOMS other than sleeping rooms 40 psf 15 psf pi �, •Q - Sleeping Rooms 30 psf 15 psf �r4P F%J� v,%kl �o 11 ,, Stairs 40 psf 10 psf / Sheet Title : \j v Guardrails and Handrails 200 psf lateral 10 psf ROOFS 12 psf for Attic Building Data Live = Ground Snow Load 20 psf 15 psf for Cath. Demo Plans ALLOWABLE DEFLECTION Table R301.7 Structural Member Allowable Deflection Rafters having slopes greater than 3/12 with no L/180 finished ceiling attached to rafters. Project : Job No.: Interior Walls and Partitions H/180 Cervone 1431 Floors and Plastered ceilings L/360 Scale : File Name: All other Structural Members L/240 As Noted 1431-Constrn A Exterior Walls with plaster or stucco finish H/360 o Drawing No. Exterior Walls - wind loads with brittle finishes L/240 Exterior Walls - wind loads with flexible finishes L/120 Note : L=Span Length, H=Span Height _ a. The Wind Load shall be permitted to be taken as 0.7 times the A1 Component and Cladding loads for the purpose of the determining deflection limits herein. e GENERAL CONDITIONS 1. All work shall conform to the 2010 Residential Code of New York State, the 2010 Energy Conservation Construction Code of New York State, the 2001 Wood Frame Construction Manual, W.F.C.M. 2001, N.F.P.A. 70 Standard "The National Electrical Code"and the Zoning Code of the Town of Southold whether they are indicated on the plans or not. All codes shall supercede the drawings and shall be incorporated into the drawings, whether they are indicated on the plans or not. 2. Contractor shall check and verify all dimensions, notes and conditions at the site before any construction work is started. The Contractor shall notify the Architect of any discrepancies or conflicts in the drawings and/or field conditions before starting the work. The discovery of discrepancies after beginning the work shall be the full responsibility of the Contractor to correct. 3. Contractor shall locate & stake out all existing underground utilities prior to any excavation. The utilities shown on the plans are an approximate location only. 4. Contractor to be responsible for arranging all necessary permits and inspections, including Certificate Of Occupancy (C.O.). 5. Written dimensions shall have precedence over scaled dimensions and larger scale details shall have precedence over smanler scale details/drawings. Drawings are not to be scaled. 6. Any deviation from the Architect's drawings must be submitted to the Architect in writing for approval. 7. Contractor shall be responsible for adequately bracing and protecting all work during construction against damage, breakage, collapse, distortion and misalignment according to applicable codes, standards and good practice. 8. All work shall be performed in a first class manner with all new materials. Contractor shall provide all equipment, labor and materials necessary for the proper execution and timely completion of the work. Contractor shall be responsible for all materials and equipment stored at the site. 9. All contractors and their subcontractors shall carry insurance that will protect the Owner and Architect from claims from damages for personal injuries, including death, which may arise in connection with this project. 10. Contractor to indemnify Architect and Owner and hold harmless. 11. The Architect is not responsible for construction means, methods, techniques, sequences, procedures or for the safety precautions and programs in connection with this project. 12. All construction within the 110mph and the 120mph three second wind speed regions (Nassau & Suffolk Counties) shall be in conformity with the 'American Forest & Paper Association (AF&AP) 2001 Wood Frame Construction Manual. 13. All contractors shall be licensed and insured as required. 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, and equipment prior to purchasing. All equipment and materials are to be installed per manufacturer's written specifications. 15. Contractor shall keep site clean and free of debris. 16. These drawings are the property of the Architect and shall not be used without his consent. Drawings shall not be used for issuing of a building permit unless signed & sealed by Michael Mocrina Architect, p.c. 17. Contractor to follow all manufacturer's specifications, recommendations and installation details on all products used in this project. Notify the Architect of any conflict between the plans and manufacturer's specifications, recommendations and installation details priolr to installation of product on this project. Contractor shall be responsible for correction of any work that prevents the correct installation of a specified product as shown on the drawings. 18. Contractor shall be responsible for adequately bracing and protecting all work during construction against damage, breakage, collapse, distortion and misalignment according to applicable codes, standards and good practice. 19. Match all existing conditions as they relate to finishes, lighting, coursing, dimensions, height, alignment, etc. Move and re -locate any partitions, wiring, plumbing and ductwork that may be concealed in walls or ceilings being revised, to provide a complete job in all respects. DEMOLITION NOTES 1. Demolition work shall be done in strict conlformance with local, state and federal regulations, including all permits and utility cut-offs. 2. The Contractor shall at all times provide protection against weather (rain, wind, storms, frost or heat) so as to maintain all work, materials, equipment and fixtures free from damages. Repair any damage to property of the Owner/Client which is to remain in use, or that of any person, or persons on or off the site caused by the demolition work without additional expense to the owner. 3. Provide all necessary temporary supports as may be required prior to the installation of new structural elements required by the demolition work shown hereon. 4. Any and all conditions not shown hereon and uncovered in the field shall be brought to the attention of the Architect immediately, prior to any action involving some. 5. All existing elements to remain shall be protected during demolition. 6. All existing ductwork, electrical equipment, etc. in areas to be demolished shall be protected and relocated as required according to field conditions. 7. Provide dust -tight partitions between areas where demolition work is being performed and areas which are finished or in use. ENERGY NOTES 1. These plans are designed to be in accordance with the new york state energy conservation construction code for a climate zone 4. wlmnnw.q All Windows Specified as an Egress Window Shall Meet or Exceed the Requirements of the R.S.C.N.Y.S. (sect. R310 Min. Opening Area = 5.7 sq. ft. Min. Opening Height = 24" Min. Opening Width = 20" Sill Height = 44" max. A.F.F. Design Pressure Ratings as shown on cover sheet --For All New & Altered Window Openings, The General Contractor Shall Provide Plywood Structural Panels with a Min. Thickness of 7/16" & Max. Span of 8ft. for Opening Protection from Wind -Borne Debris. Panels to be Pre -Cut to cover Glazed Openings with Attachement Hardware (see Table). TABLE R301.2.1.2. WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (a,b,c,d) a. This Table is Based on 110 mph Wind Speeds (,130 3 sec. gust) and a 33 ft. mean roof height. b. Fasteners shall be Installed at Opposing Ends of the Wood Structural Panel. c. Nails shall be 10d Common or 12d Box Nails. d. Where screws are attached to Masonry or Masonry/Stucco, They shall be attached utilizing vibration -resistant Anchors having a min. ultimate withdrawal capacity of 490 pounds. FRAMING 1. Minimum header size to be (2) 2x6 unless noted otherwise. 2. All structural framing lumber shall have minimum extreme fiber bending stress (Fib) of 900 pounds per square inch (P.S.I.). 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be pressure treated unless otherwise noted. 4. All wood subfloors shall be 3/4" T&G 'AdvanTech' Subfloor to be glued and nailed to joists. Install as per Mfg. specifiactions. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum double "trimmer and header" framing unless noted otherwise on plan. 6. All wood frame wall openings shall have minimum double stud posts at each end. 7. All hanging wood joists and rafters shall be supported with steel joist hangers. 8. When joist hangers & fasteners are in contact w/ o.c.q. lumber, use stainless steel joist hangers & fasteners only. 9. All roof and wall sheathing shall be a min. of 1/2" CDX plywood unless noted otherwise on plans. 10. All wood floor joists, and flat roof rafters spanning 10'-0" or greater shall be provided w/ 1"x3' cross bridging at mid -span or at no greater than 6'-0" intervals. 11. Provide Double all Floor Joists under All Parallel Walls Above. 12. Install Steel Strapping at All Framing Members. (see details) 13. All top plates in wood frame walls shall be doubled and overlap with intersecting walls if possible. 14. Laminated Veneer Lumber to have a min. of 2,850 (Fib) beflding stress and a min. of 1.9x106 (E) modulus of Elasticity. 15. Lumber to be doug fir #2 or better, (min. fb=900, e = 1.500 ) Higher stress lumber such as s.y. pine, ect. may be substituted for doug fir. No spf lumber may be used except for sill, plates and studs. 16. All shims under cellar girders to be steel only. Bolts in Wood Framing: 1. All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers. 2. Steel plate washer sizes shall be as follows: a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" b. 3/4" Dia. bolts -2-5/8" sq. x 5/16". 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. 4. For sill anchors, see typical details on architectural drawings. Lag Bolts: 1. Shall be of structural grade steel. 2. Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 depth of members being bolted together. Altering Structural Members: 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the Architect. Do not alter sizes of members noted without approval of the Architect. Built-up Beams: 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: a. Members 12" and less in depth: glue and internail w/2 rows 16D nails at 12" o.c. staggered. b. Members greater than 9-1/4" in depth or multiple 3x members through bolt with 1/2" diameter machine bolts at 24" o.c. staggered top & bottom, 1-1/2" from edges. Cutting of Beams. Joist and Rafters: 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hale shall not exceed 1/3 the depth of the joist. The tension side of beams, joists and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. Poes in Stud bearing Nails or Shear Nails: 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. Bridging and Blocking_ 1. There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspon bridging is not required for attic or roof framing where joist depth does not exceed twelve inches nominal. 2. Block solid at all bearing supports where adequate lateral support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 3. Provide 2 x firestops at mid -point vertically of stud wall. Pl)wood: 1. All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with : U.S. Product Standard PS 1-83 for Construction and Industrial Plywood 2. Each plywood sheet shall bear the "APA" trademark. 3. All end joints shall be staggered and shall butt along the center lines of framing members. 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/2" for 8d nails and 1 3/8" for 10d nails. 6. All floors shall be nailed as per nailing schedule. Partitions: 1. General: a. Provide solid blocking at 4'-0" o.c. between the joist and first interior parallel joist. b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". c. Splices shall occur only directly over studs. d. Lap top plates at corners and intersections. 2. Bearing Walls supporting one floor or more: a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified. b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor joists shall be centered directly over and below bearing wall studs with a tolerance of no more than 1' unless substantiated engineering calculations. c. Bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. fastened according to drywall manufacturer recommendation. Corner Bracing_ 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood sheet of thickness to match that of sheathing. 2. Overlap plates at all corners. Nailing: 1. All nailing shall comply with nailing schedules in WFCM & R.C.N.Y.S. (as applicable), latest edition and all state and local building codes, or maufacturer's recommendations. Alignment: 1. All rafters and joists framing from opposite sides shall lap at least six (3) inches and be nailed together with min. (3) 10d face nails. 2. When framing end to end joists shall be secured together by metal straps. FLASHING & CAULKING NOTES 1. Providing metal flashing where framing lumber is in contact with soil or concrete. Provide hidden (blind) metal flashing where tops of roofs intersect vertical wall surfaces. Provide metal step flashing around all chimneys, skylights and where sides of roof intersect vertical wall surfaces. All metal flashing shall extend up vertically a minimum of 4" from the roof unless noted otherwise. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and penetrations, to form a watertight assembly. VENTILATION Ventilation Required: Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion -resistant wire mesh, with 1/8" minimum to 1/4" maximum openings. Minimum Area: The total net free ventilating area shall not be less than 1 per 150 of the area of the space ventilated. Vent Clearance--- A learance:A Minimum of a 1" space shall be provided between the insulation and the roof sheathing at the location of the vent. GLAZING 1. All Glazing shall conform to section R308 (glazing) of the Residential Code for New York State. ATTIC ACCESS An attic access shall be provided for any attic areas that exceed 30 sq. ft. and have a vertical height of 30" or more. The rough framed opening shall not be less than 22"x30" and shall be located in a hallway or other readily accessible location. A 30" min. obstructed headroom in the attic space shall be provided at some point above the access opening. DRYWALL NOTES Typical & Bathroom Walls & Ceilings: 1. Provide 1/2" mold & moisture resistant gypsum board by 'National Gypsum' Gold Bond Brand XP (purple board) to all walls & ceilings, including all bathroom walls and ceilings and any wet areas. All gypsum board shall receive one coat of tape and three coats of spackle minimum using 'Pro -Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and ledges to receive the or stone shall be set on 1/2" cement board. Garage Walls & Ceilings: 2. Provide one layer of 5/8" type -x gypsum wall board to all walls and ceilings of all garages and room enclosing heat producing equipment. Provide one layer of 1/2" type -x gypsum wall board at all interior house walls common to garages. Provide one layer of 5/8" type -x gypsum wall board over all heat producing equipment in all unfinished open cellars. DRAFTSTOPPING / FIREBLOCKING 1. Install Fireblocking required as per section 602.8 and Draftstopping as per section 502.12 of the Residential Code for New York State. Draftstopping required: When there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 sf. Draftstopping shall divide the concealed space into approx. equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1. Ceiling is suspended under floor framing 2. Floor framing is constructed of truss -type open -web or perforated members Materials: Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels, 3/8 inch Type 2 -M -W particleboard or other approved materials adequately supported. Draftstopping shall be intalled parallel to the floor framing members unless otherwise approved by the building offical. The integrity of all draftstops shall be maintained. 2. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. a. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: - vertically at the ceiling and floor levels. - Horizontally at intervals not exceeding 10 ft. b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffit, drop ceilings and cove ceilings. c. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. d. At openings around vents, pipes, ducts, cables and wires at ceilings and floor level, with an approved material to resist the free passage of flame and products of combustion. e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. f. Fireblocking of cornices of a two family dwelling is required at the line of dwelling unit separation. Materials: Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, or two thicknesses of 1 inch nominal lumber with broken lap joints, or one thickness of 23/32 inch wood structural panels or one thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 inch gypsum board, or 1/4 inch cement -based millboard. Batts or blankets or mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Loose -fill insulation material shall not be used as a fire block unless specifically tested in the form and manner intended for use to demostrate its ability to remain in place and to retard the spread of fire and hot gases. CLOTHES DRYER EXHAUST 1. To be installed as per section M1502 of the R.C.N.Y.S. Exhaust duct size The diameter of the exhaust duct shall be as required by the clothes dryer's listing and the manufacturer's installation instructions. Length Limitation The maximum length of a clothes dryer exhaust duct shall not exceed 25 ft. from the dryer location to the wall or roof termination. The maximum length of the duct shall be reduced 2.5 ft. for each 45 -degree bend and 5 ft. for each 90 -degree bend. The maximum length of the exhaust duct does not include the transition duct. HEATING, VENTILATION & COOLING Ducts .Duct Insulation All supply ducts in unconditioned attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to a minimum of R-6. Duct Sealing All ducts, air handlers, filter boxes and building cavaties used as ducts shall be sealed. Joints and seams shall be made substantially airtight by means of tapes, mastics, gasketing or other approved closure systems. Duct Support Metal ducts shall be supported by 1/2" with 18 gage metal straps or 12 gage galvanized wire at intervals not exceeding 10 feet or other approved methods. Nonmetallic ducts shall be supported in accordance with the manufacturer's installation instructions. Duct Separation Ducts shall be installed with at least 4" separation from the earth except where they meet the requirements for underground duct systems. ELECTRICAL 1. All electrical work shall conform to rules and regulations of the National Electric Code, Residential Code of New York State, and Board Of Fire Underwriters, and its referenced standard, NFPA 70-2007. 2. The Electrical equipment and wiring shall be installed in accordance with chapters 33 thru 42 of the residential code for new york state. 3. Electrical work to be Fire Underwriter's inspected and approved. 4. All electrical outlets in "wet" areas to be ground fault interrupter (G.F.I.) type. Ground -Fault Circuit -Interrupter Protection. Locations. 1. All bathroom receptacles are to have G.F.C.I. protection. 2. All garage & accessory building receptacles are to have G.F.C.I. protection. 3. All outdoor receptacles are to have G.F.C.I, protection. 4. All crawl space receptacles are to have G.F.C.I. protection. 5. All unfinished basements receptacles are to have G.F.C.I. protection. 6. All kitchen receptacles that serve countertop surfaces shall have G.F.C.I. protection. 7. All laundry, utility & bar sink receptacles that are located within 6ft. of the outside edge of the sink are to have G.F.C.I. protection. 8. Electrically heated floors, hydromassage bathtub, spa & hot tub locations are to have G.F.C.I. protection. Arc -Fault Circuit -Interrupter Protection. Locations. 1. All branch circuits that supply 120 -volt, single-phase, 15 & 20 amp outlets installed in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, and similar rooms or areas shall be protected by a combination type arc -fault circuit interrupter installed to provide protection of the branch circuits. Single- and Multiple -Station Smoke Alarms. All smoke alarms shall be listed in accordance with UL 217 & installed in accordance with the provisions of the R.C.N.Y.S. & the household fire warning equipment provisions of NFPA 72. Locations. Single and multiple -station smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and! cellars but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms; over background noise levels with all intervening doors closed. Power Source. The required smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery.Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power or an on-site electrical power system or in or in buildings that undergo repair, alteration, change of occupancy, addition or relocation in accordance with Appendix J. Carbon Monoxide Alarms Carbon monoxide alarms shall be installed in the following locations: 1. Carbon Monoxide are required on each level on which sleeping spaces are located, within 15ft. of the sleeping area. Mae than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area on a story is more than 15ft. away from a carbon monoxide alarm. 2. On any story where a fuel -fired appliances and equipment, solid -fuel burning appliances and equipment, fireplaces or attached garages are located. Interconnection of Carbon Monoxide Alarms & Detectors: When more than one carbon monoxide alarm or detector is required to be installed within an individual dwelling unit or sleeping area, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. Equipment. Carbon Monoxide alarms shall be listed, labeled as comply'Ing with UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed & labeled as complying with UL2075 and shall meet the sensitivity testing and alarmr th esholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, s, detectors and alarm control units shall be installed in accordance with the R.C.N.Y.S. and the manufacturers installation instructions. Power Source. Carbon Monoxide alarms, detectors & alarm control units to which the detectors are connected shall receive their primary power from the building wiring, and shall be equipped with a battery backup system that automatically provides power from one or more batteries when primary power is interrupted. Wiring sahll be permanent and without a FASTENER SPACING Fastener Panel Span 4 Ft. 6 Ft. Type < 4 Ft. < Panel Span < Panel Span (3) 8d common Per Joist < 6 Ft. <_ 8 Ft. 2 1/2* #6 16" 12" 9" wood screws (3) 8d common Each End Blocking to Rafter (toe -nail) 8 16" 16" 12" woodscrews WALL FRAMING 9/8/14 Top Plate to Top Plate (face -nail) a. This Table is Based on 110 mph Wind Speeds (,130 3 sec. gust) and a 33 ft. mean roof height. b. Fasteners shall be Installed at Opposing Ends of the Wood Structural Panel. c. Nails shall be 10d Common or 12d Box Nails. d. Where screws are attached to Masonry or Masonry/Stucco, They shall be attached utilizing vibration -resistant Anchors having a min. ultimate withdrawal capacity of 490 pounds. FRAMING 1. Minimum header size to be (2) 2x6 unless noted otherwise. 2. All structural framing lumber shall have minimum extreme fiber bending stress (Fib) of 900 pounds per square inch (P.S.I.). 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be pressure treated unless otherwise noted. 4. All wood subfloors shall be 3/4" T&G 'AdvanTech' Subfloor to be glued and nailed to joists. Install as per Mfg. specifiactions. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum double "trimmer and header" framing unless noted otherwise on plan. 6. All wood frame wall openings shall have minimum double stud posts at each end. 7. All hanging wood joists and rafters shall be supported with steel joist hangers. 8. When joist hangers & fasteners are in contact w/ o.c.q. lumber, use stainless steel joist hangers & fasteners only. 9. All roof and wall sheathing shall be a min. of 1/2" CDX plywood unless noted otherwise on plans. 10. All wood floor joists, and flat roof rafters spanning 10'-0" or greater shall be provided w/ 1"x3' cross bridging at mid -span or at no greater than 6'-0" intervals. 11. Provide Double all Floor Joists under All Parallel Walls Above. 12. Install Steel Strapping at All Framing Members. (see details) 13. All top plates in wood frame walls shall be doubled and overlap with intersecting walls if possible. 14. Laminated Veneer Lumber to have a min. of 2,850 (Fib) beflding stress and a min. of 1.9x106 (E) modulus of Elasticity. 15. Lumber to be doug fir #2 or better, (min. fb=900, e = 1.500 ) Higher stress lumber such as s.y. pine, ect. may be substituted for doug fir. No spf lumber may be used except for sill, plates and studs. 16. All shims under cellar girders to be steel only. Bolts in Wood Framing: 1. All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers. 2. Steel plate washer sizes shall be as follows: a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" b. 3/4" Dia. bolts -2-5/8" sq. x 5/16". 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. 4. For sill anchors, see typical details on architectural drawings. Lag Bolts: 1. Shall be of structural grade steel. 2. Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 depth of members being bolted together. Altering Structural Members: 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the Architect. Do not alter sizes of members noted without approval of the Architect. Built-up Beams: 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: a. Members 12" and less in depth: glue and internail w/2 rows 16D nails at 12" o.c. staggered. b. Members greater than 9-1/4" in depth or multiple 3x members through bolt with 1/2" diameter machine bolts at 24" o.c. staggered top & bottom, 1-1/2" from edges. Cutting of Beams. Joist and Rafters: 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hale shall not exceed 1/3 the depth of the joist. The tension side of beams, joists and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. Poes in Stud bearing Nails or Shear Nails: 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. Bridging and Blocking_ 1. There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspon bridging is not required for attic or roof framing where joist depth does not exceed twelve inches nominal. 2. Block solid at all bearing supports where adequate lateral support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 3. Provide 2 x firestops at mid -point vertically of stud wall. Pl)wood: 1. All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with : U.S. Product Standard PS 1-83 for Construction and Industrial Plywood 2. Each plywood sheet shall bear the "APA" trademark. 3. All end joints shall be staggered and shall butt along the center lines of framing members. 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 5. Nails shall be placed 3/8" minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/2" for 8d nails and 1 3/8" for 10d nails. 6. All floors shall be nailed as per nailing schedule. Partitions: 1. General: a. Provide solid blocking at 4'-0" o.c. between the joist and first interior parallel joist. b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". c. Splices shall occur only directly over studs. d. Lap top plates at corners and intersections. 2. Bearing Walls supporting one floor or more: a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. of type lumber specified. b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor joists shall be centered directly over and below bearing wall studs with a tolerance of no more than 1' unless substantiated engineering calculations. c. Bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. fastened according to drywall manufacturer recommendation. Corner Bracing_ 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood sheet of thickness to match that of sheathing. 2. Overlap plates at all corners. Nailing: 1. All nailing shall comply with nailing schedules in WFCM & R.C.N.Y.S. (as applicable), latest edition and all state and local building codes, or maufacturer's recommendations. Alignment: 1. All rafters and joists framing from opposite sides shall lap at least six (3) inches and be nailed together with min. (3) 10d face nails. 2. When framing end to end joists shall be secured together by metal straps. FLASHING & CAULKING NOTES 1. Providing metal flashing where framing lumber is in contact with soil or concrete. Provide hidden (blind) metal flashing where tops of roofs intersect vertical wall surfaces. Provide metal step flashing around all chimneys, skylights and where sides of roof intersect vertical wall surfaces. All metal flashing shall extend up vertically a minimum of 4" from the roof unless noted otherwise. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and penetrations, to form a watertight assembly. VENTILATION Ventilation Required: Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion -resistant wire mesh, with 1/8" minimum to 1/4" maximum openings. Minimum Area: The total net free ventilating area shall not be less than 1 per 150 of the area of the space ventilated. Vent Clearance--- A learance:A Minimum of a 1" space shall be provided between the insulation and the roof sheathing at the location of the vent. GLAZING 1. All Glazing shall conform to section R308 (glazing) of the Residential Code for New York State. ATTIC ACCESS An attic access shall be provided for any attic areas that exceed 30 sq. ft. and have a vertical height of 30" or more. The rough framed opening shall not be less than 22"x30" and shall be located in a hallway or other readily accessible location. A 30" min. obstructed headroom in the attic space shall be provided at some point above the access opening. DRYWALL NOTES Typical & Bathroom Walls & Ceilings: 1. Provide 1/2" mold & moisture resistant gypsum board by 'National Gypsum' Gold Bond Brand XP (purple board) to all walls & ceilings, including all bathroom walls and ceilings and any wet areas. All gypsum board shall receive one coat of tape and three coats of spackle minimum using 'Pro -Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and ledges to receive the or stone shall be set on 1/2" cement board. Garage Walls & Ceilings: 2. Provide one layer of 5/8" type -x gypsum wall board to all walls and ceilings of all garages and room enclosing heat producing equipment. Provide one layer of 1/2" type -x gypsum wall board at all interior house walls common to garages. Provide one layer of 5/8" type -x gypsum wall board over all heat producing equipment in all unfinished open cellars. DRAFTSTOPPING / FIREBLOCKING 1. Install Fireblocking required as per section 602.8 and Draftstopping as per section 502.12 of the Residential Code for New York State. Draftstopping required: When there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 sf. Draftstopping shall divide the concealed space into approx. equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1. Ceiling is suspended under floor framing 2. Floor framing is constructed of truss -type open -web or perforated members Materials: Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels, 3/8 inch Type 2 -M -W particleboard or other approved materials adequately supported. Draftstopping shall be intalled parallel to the floor framing members unless otherwise approved by the building offical. The integrity of all draftstops shall be maintained. 2. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. a. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: - vertically at the ceiling and floor levels. - Horizontally at intervals not exceeding 10 ft. b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffit, drop ceilings and cove ceilings. c. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. d. At openings around vents, pipes, ducts, cables and wires at ceilings and floor level, with an approved material to resist the free passage of flame and products of combustion. e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. f. Fireblocking of cornices of a two family dwelling is required at the line of dwelling unit separation. Materials: Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, or two thicknesses of 1 inch nominal lumber with broken lap joints, or one thickness of 23/32 inch wood structural panels or one thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 inch gypsum board, or 1/4 inch cement -based millboard. Batts or blankets or mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Loose -fill insulation material shall not be used as a fire block unless specifically tested in the form and manner intended for use to demostrate its ability to remain in place and to retard the spread of fire and hot gases. CLOTHES DRYER EXHAUST 1. To be installed as per section M1502 of the R.C.N.Y.S. Exhaust duct size The diameter of the exhaust duct shall be as required by the clothes dryer's listing and the manufacturer's installation instructions. Length Limitation The maximum length of a clothes dryer exhaust duct shall not exceed 25 ft. from the dryer location to the wall or roof termination. The maximum length of the duct shall be reduced 2.5 ft. for each 45 -degree bend and 5 ft. for each 90 -degree bend. The maximum length of the exhaust duct does not include the transition duct. HEATING, VENTILATION & COOLING Ducts .Duct Insulation All supply ducts in unconditioned attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to a minimum of R-6. Duct Sealing All ducts, air handlers, filter boxes and building cavaties used as ducts shall be sealed. Joints and seams shall be made substantially airtight by means of tapes, mastics, gasketing or other approved closure systems. Duct Support Metal ducts shall be supported by 1/2" with 18 gage metal straps or 12 gage galvanized wire at intervals not exceeding 10 feet or other approved methods. Nonmetallic ducts shall be supported in accordance with the manufacturer's installation instructions. Duct Separation Ducts shall be installed with at least 4" separation from the earth except where they meet the requirements for underground duct systems. ELECTRICAL 1. All electrical work shall conform to rules and regulations of the National Electric Code, Residential Code of New York State, and Board Of Fire Underwriters, and its referenced standard, NFPA 70-2007. 2. The Electrical equipment and wiring shall be installed in accordance with chapters 33 thru 42 of the residential code for new york state. 3. Electrical work to be Fire Underwriter's inspected and approved. 4. All electrical outlets in "wet" areas to be ground fault interrupter (G.F.I.) type. Ground -Fault Circuit -Interrupter Protection. Locations. 1. All bathroom receptacles are to have G.F.C.I. protection. 2. All garage & accessory building receptacles are to have G.F.C.I. protection. 3. All outdoor receptacles are to have G.F.C.I, protection. 4. All crawl space receptacles are to have G.F.C.I. protection. 5. All unfinished basements receptacles are to have G.F.C.I. protection. 6. All kitchen receptacles that serve countertop surfaces shall have G.F.C.I. protection. 7. All laundry, utility & bar sink receptacles that are located within 6ft. of the outside edge of the sink are to have G.F.C.I. protection. 8. Electrically heated floors, hydromassage bathtub, spa & hot tub locations are to have G.F.C.I. protection. Arc -Fault Circuit -Interrupter Protection. Locations. 1. All branch circuits that supply 120 -volt, single-phase, 15 & 20 amp outlets installed in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, and similar rooms or areas shall be protected by a combination type arc -fault circuit interrupter installed to provide protection of the branch circuits. Single- and Multiple -Station Smoke Alarms. All smoke alarms shall be listed in accordance with UL 217 & installed in accordance with the provisions of the R.C.N.Y.S. & the household fire warning equipment provisions of NFPA 72. Locations. Single and multiple -station smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and! cellars but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms; over background noise levels with all intervening doors closed. Power Source. The required smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery.Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be permitted to be battery operated when installed in buildings without commercial power or an on-site electrical power system or in or in buildings that undergo repair, alteration, change of occupancy, addition or relocation in accordance with Appendix J. Carbon Monoxide Alarms Carbon monoxide alarms shall be installed in the following locations: 1. Carbon Monoxide are required on each level on which sleeping spaces are located, within 15ft. of the sleeping area. Mae than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area on a story is more than 15ft. away from a carbon monoxide alarm. 2. On any story where a fuel -fired appliances and equipment, solid -fuel burning appliances and equipment, fireplaces or attached garages are located. Interconnection of Carbon Monoxide Alarms & Detectors: When more than one carbon monoxide alarm or detector is required to be installed within an individual dwelling unit or sleeping area, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. Equipment. Carbon Monoxide alarms shall be listed, labeled as comply'Ing with UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed & labeled as complying with UL2075 and shall meet the sensitivity testing and alarmr th esholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, s, detectors and alarm control units shall be installed in accordance with the R.C.N.Y.S. and the manufacturers installation instructions. Power Source. Carbon Monoxide alarms, detectors & alarm control units to which the detectors are connected shall receive their primary power from the building wiring, and shall be equipped with a battery backup system that automatically provides power from one or more batteries when primary power is interrupted. Wiring sahll be permanent and without a Plumbini not to scale , Electrical & HVAC Protection Guards NAILING SCHEDULE: Table 3.1 (W.F.C.M.) NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. INSULATION SCHEDULE No. of Nails House Component (R) Value Insulation Thickness Insulation Type Moisture Barrier Remarks L (3) 8d common Per Joist Ceiling Joist to Parallel Rafter (face -nail) (6) 16d common Each Lap Ceiling Joist laps over Partitions (face -nail) (2) 16d common Each Lap Collar Tie to Rafter (face -nail) (3) 8d common Each End Blocking to Rafter (toe -nail) (2) 8d common 0 Rim Board to Rafter (end -nail) (2) 16d common Each End WALL FRAMING 9/8/14 Top Plate to Top Plate (face -nail) _0 (2) 16d common Per Foot Top Plates at intersections (face -nail) (4) 16d common Joist -Each Side LL (2) 16d common 24" o.c. Header to Header (face -nail) 16d common 16'o.e. Along Edges Top of Bottom Plate to Stud (end -nail) N 2x4 Exterior Walls: R-13 3-1/2" Fiberglass Kraft Paper Air Sealing Required FRAMING Repair of Joist to Sill Top Plate or Girder (toe -nail) (4) 8d common Batts interior side (2) 8d common 3 Blocking to Joist (toe-noil) (2) Ed common Each End Blocking to Sill or Top Plate (toe -nail) (3) 16d common Each Block Ledger Strip to Beam (face -nail) (3) 16d common Each Joist Joist to Ledger to Beam (toe -nail) Flat Ceiling R-19 5-1/2" Fiberglass Kraft Paper Band Joist to Sill or Top Plate (toe -nail) N Per Foot ROOF SHEATHING Batts interior side - Insulation Sch. Interior Zone Perimeter Zone Gable Wall Edge Zone 8d common 8d common 8d common 12' o.c. 6" o.c. 4' o.c. CEILING SHEATHING Scale : Gypsum Wallboard C 7" Edge / 10" Field WALL SHEATHING Structural Panels 8d common 6" Edge / 12' Field Gypsum Wallboard 5d coolers 1 7" Edge / 10' Field FLOOR SHEATHING (Subfloor) Structural Panels 1' or Less Greater than 1" Bd common 10d common 6' Edge / 12' Field 6" Edge / 6" Field NOTE. Maximum wall height for 110/ 120 mph zone, exposure B & spacing • 16" o.c. Is 14 feet, see plan for additional specification if applicable. opening framing requirements). U Air Sealing Required: (sect. 402.4.1 of the 2010 energy conservation code of NYS) The building thermal envelope shall be durably sealed to limit infiltration. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. The following shall be caulked, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material: • all joints, seams and penetrations • rim joist junctions • site built windows, doors and skylights • sill plates and headers • openings between window and door assemblies Foam plastic (spray foam insulation) shall be • and their respective jambs and framing permitted to be spray applied to a sill plate, header, utility penetrations and rim joists without the thermal barrier as specified in the residential code of NYS, sect. 314.4 subject • dropped ceilings or chases adjacent to the to all of the followings: thermal envelope • the maximum thickness of the foam • knee walls plastic shall be 3-1/4" • walls and ceilings separating a garage from • the density of the foam plastic shall • conditioned spaces be in the range of 0.5 to 2.0 pounds behind tubs and showers on exterior walls per cubic foot • common walls between dwelling units • The foam plastic shall have a flame • attic access openings spread index of 25 or less and an • other sources of infiltration accompanying smoke developed index of 450 or less when tested in accordance with ASTM E84 Plumbini not to scale , Electrical & HVAC Protection Guards NAILING SCHEDULE: Table 3.1 (W.F.C.M.) NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. Joint Description No. of Nails Nail Spacing ROOF & CEILING FRAMING Rafter to Top Plate (toe -nail) (3) 8d common Per Rafter Ceiling Joist to Top Plate (toe -nail) (3) 8d common Per Joist Ceiling Joist to Parallel Rafter (face -nail) (6) 16d common Each Lap Ceiling Joist laps over Partitions (face -nail) (2) 16d common Each Lap Collar Tie to Rafter (face -nail) (3) 8d common Each End Blocking to Rafter (toe -nail) (2) 8d common Each End Rim Board to Rafter (end -nail) (2) 16d common Each End WALL FRAMING 9/8/14 Top Plate to Top Plate (face -nail) (2) 16d common Per Foot Top Plates at intersections (face -nail) (4) 16d common Joist -Each Side Stud to Stud (face -nail) (2) 16d common 24" o.c. Header to Header (face -nail) 16d common 16'o.e. Along Edges Top of Bottom Plate to Stud (end -nail) (2) 16d common Per Stud Bottom Plate to Floor Joist, Bond Joist, End Joist, or Blocking (face -nail) (2) 16d common Per Foot FLOOR FRAMING Repair of Joist to Sill Top Plate or Girder (toe -nail) (4) 8d common Per Joist Bridging to Joist (toe -nail) (2) 8d common Each End Blocking to Joist (toe-noil) (2) Ed common Each End Blocking to Sill or Top Plate (toe -nail) (3) 16d common Each Block Ledger Strip to Beam (face -nail) (3) 16d common Each Joist Joist to Ledger to Beam (toe -nail) (3) 8d common Per Joist Band Joist to Joist (end -nail) (3) 16d common Per Joist Band Joist to Sill or Top Plate (toe -nail) (2) 16d common Per Foot ROOF SHEATHING Structural Panels (see zone diagram) General Notes - Insulation Sch. Interior Zone Perimeter Zone Gable Wall Edge Zone 8d common 8d common 8d common 12' o.c. 6" o.c. 4' o.c. CEILING SHEATHING Scale : Gypsum Wallboard I 5d coolers 1 7" Edge / 10" Field WALL SHEATHING Structural Panels 8d common 6" Edge / 12' Field Gypsum Wallboard 5d coolers 1 7" Edge / 10' Field FLOOR SHEATHING (Subfloor) Structural Panels 1' or Less Greater than 1" Bd common 10d common 6' Edge / 12' Field 6" Edge / 6" Field NOTE. Maximum wall height for 110/ 120 mph zone, exposure B & spacing • 16" o.c. Is 14 feet, see plan for additional specification if applicable. opening framing requirements). Michael Macrina Architect, ❑ P.C., A.I.A. a 21 Main Street Stony Brook, N.Y. 11790 phone (631) 686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2014: Michael Macrina Architect. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. BELFOR 40 PROPERTY RESTORATION 60 Raynor Ave. Ronkonkoma, NY 11779 phone (631) 471-2300 fax (631) 471-2905 Date 9/8/14 Issued for Construction [No. Date Description Project : Repair of Fire Damage & Interior Alteration For Mr. &Mrs. David Cervone 485 Gillete Drive East Marion, NY Town of Southold Suffolk County, Drawn By: 'ED ARC A. P. �,� �v 1►.._ cry AV n„A Checked By: M.A.M s *� Ar uw � 3 idbr6 �lQ /0�, rsF°r1 Sheet Title General Notes - Insulation Sch. - Nail Schedule Project : Job No.: Cervone 1431 Scale : File Name: As Noted 1431-Constrn A Drawing No.: plan north Renovated . — Bathrm. #1 r2"0 3"0 -4 2"0 --i vent vent Lay. vent I « W.C. Shower 2 I \ To Existing House Trap \ Sanitary System T T \ Plumbin not to scale 2"0 J 2"0 J waste waste 3" existing �-- 4"0 J vent thru roof (typ. all vents) JL Roof First Floor Plan 3"0 Vent Existing 1 /4" = 1 "-O" Stack Kitchen New 1 Laundry Closet 1 2 0 plan north Ivent 2"0 Sink vent -"0 waste air /break D.W. W.M. First Flr. 2"0 PLUMBING. NOTES: waste existing 19'-7" 22'-8" All plumbing work to be installed in strict 3"0 waste Stack existing existing o Cellar skylight skylight Existing \C.o. 2. All Soil Plumbing Lines which need to run Existing Deck = Perpendicular- to Floor Joists shall be located o existing waste line of i Family Room i i No Work to be Performed as close as possible to Center Joist Span existing waste line N to be cleaned 3. Materials forwiater supply & distribution systems, X I I I I — L_J L_J in per tables P2904.4.1, P2904.5 & P2904.6 X °' existing --- -------------------------------------------------- Cellar Fir. 4. Materials for drains, waste. & vents, --------------------- closet ------- ---� per tables P3002.1 & P3111.3. i o I N 5. sink I existing existing I 6. ----- 36" r f. DW 7. All exterior hose bibbs are to be frost -proof type. I `14" Existing i ; Existing `1 sf9 Dining Kitchen 30" m �, Existing Existing .E o Room R/Rdrywall oven I Bedroom #3 Bedroom #2 to o ; = I i RIR wall & clg. insul. a0 R/R drywall cv " rn o RIR drywall I o R/R cabinets I R/R wall & clg. insulation C: o I R/R wall & c nlsulation R/R wall & clg. insulation I RIR electrical I = 9• RIR flooring io = �n R/R flooring = R/R flooring i R/R flooring I 9 X ,nKN 31" �,�, I m 3" 3" \ ---- a 3" 3" v7 I 3 " 11'-8" `•r 10'-0" 10'-0" 10'-1" S.D. S.D. o I I I I n x.100 A e eXlStgI I I II E.P. II f° X o _ co +oo o�.,existing hdr. to remainbuilt-in ____ - - -- -- ----__ -_-_-Existing -------------------- - .-_ ,cam, N _I '- _" i i" Existing3" S.D.e� �d stacked Garage _______ ' " rbc washing 0 �i 22" / 6 -11 Hall 1 `° o� do _ of `t to be cleaned " _ ,� machine exist' N new 36"x80 saddle ',� & d er g 8-0' kt. door closet ----_ M , co Clg. --- - - existing �o �,�, N szy�`O�i �I S-2" S-0" V E i new +o m R/R AJC Unit o, � I co � _ --t °' Existing ~' linen �'' v o 1" " I x ° I S.D. 32 3 X o N S close CD m o Living Room i IRer�a��te -�' R Vent Dryerto Utilize Gal,(. exterior Steel Vent I = " ' 2 8 _ co RIR drywall M I "_ Baihroom! -25 I- new shower R/R wall & clg. insulation new tile floor m to be selected `6 R/R flooring R/R 100cfm --- = by owner v aEi = Toilet Exhaus m LO >. i o sf�J U O co mn 10 3j X — — r7 @ I ��� Existing = existing 5 in 0 hose new a' CICI tetg Bedroom #1 I bib existing (2) 2x6 hdr in C) ---------------------------------------------------------------------, new TW18210 m I : R/R drywall is to Iwindow existing I match existing ,�., i i RIR wall & clg. insulation concrete porch I 9 vg I I contractor to verify D r7 I exact size prior I I to ordering �-- 4"0 J vent thru roof (typ. all vents) JL Roof First Floor Plan 3"0 Vent Existing 1 /4" = 1 "-O" Stack Kitchen New 1 Laundry Closet 1 2 0 plan north Ivent 2"0 Sink vent -"0 waste air /break D.W. W.M. First Flr. 2"0 PLUMBING. NOTES: waste existing waste 1. All plumbing work to be installed in strict 3"0 waste Stack accordance with all state and local codes. Cellar \C.o. 2. All Soil Plumbing Lines which need to run C.O. Perpendicular- to Floor Joists shall be located existing waste line as close as possible to Center Joist Span existing waste line to maintain structural integrity of joists. 3. Materials forwiater supply & distribution systems, per tables P2904.4.1, P2904.5 & P2904.6 Cellar Fir. 4. Materials for drains, waste. & vents, per tables P3002.1 & P3111.3. 5. All vertical stacks are to be cast-iron or PVC. Riser Diagram 6. All Vents thru woof are to be 4"0 PVC with flashing. 7. All exterior hose bibbs are to be frost -proof type. L----------------------- -- -------1----- Existing R/R drywall Powder Rm. R/R wall & clg. insul, R/R flooring 52'-8" (existing overall) Floor Plan Legend : STRUCTURAL POST 0 (MIN. (2)2x4 U.O.N.) TALLER / LOWER WALLkh� Qxx NEW WALLS EXISTING WALLS ABOVE SUBFLOOR A.S.F. SOFFIT / WALL CABINET ABOVE ABOVE -- - -1 TECO = INSTALL SIMPSON STRONG TIE JOIST HANGER 3j" 5'-9715" Notes ----- existing -------------------��----� ------------------- me 1. Spray seal all remaining framing members for odor (smoke). 2. Remove & replace all drywall where noted w/ 1/2" G.W.B., tape w/ (3) coats spackle. 3. Remove & replace all insulation where noted, see insulation schedule. 4. Install all smoke & carbon monoxide detectors throughout home as required by the R.C.N.Y.S. section R313 (see sheet A-2 for info.) 5. All electrical work shall conform to the following rules & regulations : chapters 33 thru 42 of the R.C.N.Y.S. national electric code NFPA 70-2007 board of fire underwriters 6. All new windows are to have Lo -E insulated glass & meet or exceed design pressure rating of 30 d.p. & conform to the N.Y.S. Energy Conservation Code. Window sizes shown are 'Andersen' sizes. 7. Remove and replace central air conditioner air handler condensing unit and all duct work. Michael Macrina Architect, ❑ P.C., A.I.A. a 21 Main Street Stony Brook, N.Y. 11790 phone (631) 686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans are on Instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2014: Michael Macrina Architect. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. BELFOR 00 PROPERTY RESTORATION 60 Raynor Ave. Ronkonkoma, NY 11779 phone (631) 471-2300 fax (631) 471-2905 rn Date X 9/8/14 1 Issued for Construction No.I Date I Description Project : Repair of Fire Damage & Interior Alteration For Mr. & Mrs. David Cervone 485 Gillete Drive East Marion, NY Town of Southold Suffolk County Drawn By: V.P A RCy A.P. ti`'� �} M40,j Checked By: v I M.A.M a� Sheet Title Cellar Plan - First Floor Plan - Plumbing Riser Project : Job No. : Cervone 1 1431 Scale: File Name: As Noted 1 1431-Constrn A Drawing No.: Left Elevation north 1 /44" = 1.-0.1 fir. first flr. subflr. Right Elevation South 1/4" first fir. qI Q' -HN X first fir. subflr. Front Elevation West Rear Elevation est 144" = 1.-0.. Michael Macrina Architect, ❑ P.C., A.I.A. CE a ;r 21 Main Street Stony Brook, N.Y. 11790 phone (631)686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans ars on instrument of service and ore the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2014: Michael Mocrina Architect. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. BELFOR 00 PROPERTY RESTORATION 60 Raynor Ave. Ronkonkoma, NY 11779 phone (631) 471-2300 fax (631) 471-2905 Date : 1 19/8/14 1 Issued for Construction 1 No.I Date I Description Project : Repair of Fire Damage & Interior Alteration For Mr. & Mrs. David Cervone 485 Gillete Drive East Marion, NY Town of Southold Suffolk County Drawn By: V.ED ARC, A.P. Checked By: u / V M.A.M T� .:: 4r 0 1266 y0Q• MEQ/ Sheet Title : Elevations Project : Job No.: Cervone 1 1431 Scale : As Noted Drawing No.: File Name: 1431-Constrn A rAm- I 111