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HomeMy WebLinkAbout37515-ZTown of Southold Annex 12/24/2014 P.O. Sox 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37342 Date: 12/24/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 230 PRIVATE ROAD #27 SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 78.-7-32.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/7/2009 pursuant to which Building Permit No. 37515 dated 9/14/2012 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: ADDITIONS AND ALTERATIONS INCLUDING A COVERED FRONT PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to JOHN & DENISA RAMIREZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37515 12-23-2014 n A ed gnatur' SulTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o a. 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 #: 37515 Date: 9/14/2012 Permission is hereby granted to: JOHN & DENISA RAMIREZ 292 WATERVIEW DRIVE SOUTHOLD, NY 11971 To: CONSTRUCT SECOND STORY ADDITION MBR OVER GARAGE & ONE STORY ADD. FRONT ENTRY WITH ROOF OVER FRONT PORCH. NO PLUMB. PER PLANS AS APPLIED FOR. REPLACES EXPIRED B.P. # 35062 At premises located at: 230 PRIVATE ROAD #27 SOUTHOLD SCTM # 473889 Sec/Block/Lot # 78.-7-32.8 Pursuant to application dated To expire on 3/14/2014. Fees: 10/7/2009 and approved by the Building Inspector. PERMIT RENEWAL $100.00 Total: $100.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35062 Z Date OCTOBER 8. 2009 Permission is hereby granted to: JOHN & DENISA RAMIREZ 292 WATERVIEW DRIVE SOUTHOLD,NY 11971 for CONSTRUCT SECOND STORY ADDITION MBR OVER GARAGE & ONE STORY ADD. FRONT ENTRY WITH ROOF OVER FRONT PORCH. NO PLUMB. PER PLANS AS APPLIED FOR at premises located at 230 PRIVATE RD ##27 SOUTHOLD County Tax Map No. 473889 Section 078 Block 0007 Lot No. 032.008 pursuant to application dated OCTOBER 7, 2009 and approved by the Building Inspector to expire on APRIL 8, 2011. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 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(d_)town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ramirez Address: 2.3.0 Private Rd 27 City: Southold St: NY Zip: 11971 Building Permit #: 37515 Section: 78 Block: 7 Lot: 32.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Heat Hot Water A/C Condenser A/C Blower Appliances . Switches Duplec Recpt GFCI Recpt Single Recpt - Range Recpt Dryer Recpt Twist Lock 5 Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture Emergency Fixtures Eat Fixtures 4 HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS 1 5 1 8 Ld Other Equipment: Notes: Inspector Signature: Date: Dec 23 2014 81 -Cert Electrical Compliance Form.xls 3) �� ��OF SOUTyO cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ` FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE /obz/o INSPECTOR OF SO(/Tyo coumov,� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1602 INSPECTION [ ]FO NDATION IST [ ] DOUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S aa22�� � DATE �� �� � INSPECT OR �o��OF SOUTyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FO NDATION 2ND [ [ FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: 4 ] ROUGH PLOG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE - `/ l;-3 /(V INSPECTOIY "`^ I /l.-� laf SOUIyo� �ycoUNT�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ G' ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTO TOWN OF. SOUTHOLD' BUILDING: DEPT.. 765-1802 INSPECTION - I FOUNDATION IST' [ ] GN PLUMBING ]FOUNDATION 2ND �,INSULULATION ] FRAMING /STRAPPING [ ]FINAL' ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)] CODE VIOLATION [ ]CAULKING REMARKS: ' «U�A-f_� DATE OP souryOl 0 �ouHn,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION- [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING DATE l �v INSPECTOR rAf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, FOUNDATION IST ROUGH. PLUMBING FOUNDATION 2ND. INSULATION FRAMING/ STRAPPING FINAL FIREPLACE.& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION f I FIRE RESISTANT PENETRATION I ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING'' REMARKS: DATEL —INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) • - ------ ----- ►-------------+----- r FOUNDATION (2ND) L CID t�1 U ROUGH FRAMING & PLUMBING �rn G �y INSULATION PER N. Y. STATE ENERGY CODE to FINAL P.R ADDITI6NAL COMMENTS - o N z m GOWN OF SOUT 3UILDING DEPS GOWN HALL 3OUTHOLD, NY CEL: (631) 765-1F TAX: (631) 765-9! wutholdTown.Ne oCT 72009 BLDG. DEPT. TOWN Of SOUTH ;xamined % v O , 20 approved / b' , 20� )isapproved a/c. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: f Phone: ;xpiration , 20� ` c/u � Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ets 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 :yeas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit hall 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 ssues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the )roperty have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an [ddition 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 3uilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Zegulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The [pplicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applic torn e, if a corporation) Wa4e Vvew (Mailing address of applicant) hate whether applicant i owner essee, agent, architect, engineer, general contractor, electrician, plumber or builder lame of owner of premisesRc.M t «Z (As on the tax roll or latest deed) f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 3uilders License No. 'EtV) --70 S -- i ?lumbers License No. _ "lectricians License No._ )ther Trade's License No. Location of land on which proposed work will be done: '%c? 2— t_..1Ci42yu cew [-)c(ue- Sc:)u Eho t(� House Number Street, Hamlet • ��F�,,i��01�1' a a'�4YZitL Count Tax Ma No. 1000 Section ` Block '110y*ci 5' p t�- tia 7 Subdivision Filed m Tib?;'>EG11ca at LF -allies Lot SP S , 92u r..� ,� i nu,�.n) I/ 2. State existing use and occupancy of premises and intended :_se a. Existing use and occupancy 7T ✓-'k ( ( ( 3. G b. Intended use and occupancy iney of prgpoped :c�nst Nature of work (check which applicable): New Building Addition'' Alteration Repair Removal Demolition Other Work Estimated Cost 7 U ovv Fee 5. If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front &(9 (Rear ( Depth -32,7/ Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Frontq_ � Rear ``_Depth Height 2 S Number of Stories 9. Size of lot: Front Rear CCC Depth t r 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 32.? 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO�Will excess fill be removed from premises? YES NO 14. Names of Owner of premises John 4. oA(fc??-Address Phone No.63+' Name of Architect _�� �( Ar-qe!Cone- Address an 2b.c-2 Phone No —2,0214 Name of Contractor 5e—kk-S e;rtiIu Address (o86,Suxa5< —LL——Phone No. Coif-J-1ZZ-5100 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_j_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) `n i(-C2i being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Dt'i r\ 40C (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo (2!�r fore e this nn da of COCA- 20' q JUSTIN LOVETT Notary Public State of New York U/Notary Public No. 01LO6191150 Qualified In Suffolk County Commission Expires: August 4, 2012 Signature of 11&licant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 r / 'rrrrr �r Telephone (631) 765-1802 roger.richertt gownlsout�io�d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: M 12cZ-- Name: License No.: Address: Phone No.: (., ., 33,--1 —3 67 JOBSITE INFORMATION: (*Indicates required, information) *Name: �a1� J 12A-YA rLt- *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: II 2q 2 W tk % cl-(L JJ e^) Da I MN(N ,3A"i vkcri 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: q Lot: 97-- (Please Circle All That Apply) *Is job ready for.inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size:' 1 Phase 3Phase 100 150. 200 '300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form V� A�A �a� z� Southold Town Building. Department arp�fFu4oG P.O. Box 1179 54375 Main Road 0 C' Southold, New York 11971 (631) 765-1802 Parcel ID: 78.-7-32.8 Permit #: 35062 Permit Date; 10/8/2009 Expiration Date: 4/8/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE bated: 8/1/2012 Applicant: JOHN & DENISA RAMIREZ Location: 230 PRIVATE ROAD #27 SOUTHOLD Work Description: ADDITION/ALTERATION CONSTRUCT SECOND STORY ADDITION MBR OVER GARAGE & ONE STORY ADD. FRONT ENTRY WITH ROOF OVER FRONT PORCH. NO PLUMB. PER PLANS AS, APPLIED FOR. A FEE OF $100.00 I5 REQUIRED TO RENEW THIS BUILDING PERMIT. _ Owner: JOHN & DENISA RAMIREZ - - - - Address: 292 WATERVIEW DRIVE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon -as possible --tot begin- - -- - the renewal process. All work on the project must stop. on the expiration date. —7011 1570 0001 8894 6387 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold. Town Building Department �gu�Fa[Iry P.O. Box 1179 ® Gym .54375 Main Road 0 o Southold, New York 11971 (631) 765-1802 l 'x' Parcel ID: 78.-7-32.8 Permit #: 35062 Permit Date: 10/8/2009 Expiration Date: 4/8/2011 _ BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/1/2012 Applicant: JOHN & DENISA RAMIREZ Location: 230 PRIVATE ROAD.#27 SOUTHOLD Work Description: ADDITION/ALTERATION - CONSTRUCT SECOND STORY ADDITION MBR OVER GARAGE &-ONE STORY ADD.- FRONT DD.FRONT ENTRY WITH ROOF OVER'FRONT PORCH. NO PLUMB: PER PLANS AS APPLIED FOR. A FEE OF $100:-00 IS REQUIRED TO RENEW THIS BUILDING PERMIT:- - - — ..-.- Owner: JOHN & DENISA RAMIREZ Address: 292 WATERVIEW DRIVE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to" begin the renewal process. All. work on the project must stop on the expiration date. Ar l, +! r SEP LJ �: 7:12 - _.... BLDG. T. 1 /� TOWN OF SOUTHOLD THANK YOU, SOUTHOLD TOWN BUILDING DEPT. FJ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 November 12, 2014 John & Denisa Ramirez 292 Waterview Drive Southold, New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: 8 Telephone (631) 765-1802 Fax(631)765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) jw�Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Survey with 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: 37515-Z additions/alterations TOWN OF SOUTHOLD, I-ROPERTY RECORD CARD �cx� a OWNER STREET ZVILLAGE DIST. SUB. LOT LAND IMP. TOTAL, DATE REMARKS FR 0, � ACR. Ifz Z010 P. in S W rj� vllnA�4 (�,f CA aLe TYPE JO BUILDING q0 0 ks-s4ms6up-L- RES.(:�� SEAS. FARM COMM. CB. MICS. Mkt. Value Al:xb LAND IMP. TOTAL, DATE REMARKS 6 LeD 4, /Cgt 1, 9 (5, 4- (6u 13 C) /-4 -Wor,,,16, 4,,--elev, 9 0D e) 0 /47 61194 z ,,- ;jM:t10 4-6 , - : �lo 7 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot. BULKHEAD Total fix' 344 r �D��i�pt� Al al ®ENE■ ■ENEM ■E■r® 11 U-26.3 New _York State Insurance Fund ers' WorkCompensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888) 997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE SHELLS ONLY OF SUFFOLK INC 680 SUNRISE HWY WEST BABYLON NY 117046018 POLICYHOLDER SHELLS ONLY OF SUFFOLK INC 680 SUNRISE HWY WEST BABYLON NY 117046018 CERTIFICATE HOLDER TOWN OF SOUTHOLD 53095 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE Z 978 701-1 226265 01/01/2008 TO 01/01/2011 2/16/2009 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. b78701-1 UNTIL 01/01/2011, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 01/01/2011 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 5 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF .INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE -_.,COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE- AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR, INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 64087674 185/CD24139-20/750 ACORD CERTIFICATE OF;LIABILITY INSURANCE OP ID JCDATE(MWDD/YYYY) SHELLSO 1 04/29/08 PRODUCER Borg & Borg, Inc. 148 East Main Street Huntington NY 11743- Phone:631-673-7600 Fax:631-351-1700 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE.DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Shells Only of Suffolk Inc. 680 Sunrise High West Babylon NY 11704 INSURER A: Markel Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: rnvroAnGc 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE . POLICY NUMBER POLICY EFFECTIVE DATE MWDDIYY POLICY EXPIRATION DATE MMIDDIYY LIMITS REPRESENTATIVES. AU R D REPR ET IVK GENERAL LIABILITY EACH OCCURRENCE $1,000,000. PREMISES (Ea occurence) $50,000. A X 'COMMERCIAL GENERAL LIABILITY 08GLP1007904 04/29/08 04/29/09 MED EXP (Any one person) s5,000. CLAIMS MADE x ] OCCUR PERSONAL &ADV INJURY $ 1,000,000.. GENERAL AGGREGATE s2,000,000. GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $1,000,000. POLICY JEST LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Peraccident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR E CLAIMS MADE $ $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ ANY PROPRIETORIPARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOSHOLl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER'NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL, Town Of Southold IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR PO Box 1179 Southold NY 11971 REPRESENTATIVES. AU R D REPR ET IVK ACORD 25 (2001/08) U ACUKU cUKrU,KAI IUN 79SS Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 292 WATERVIEW DR SOUTHOLD,NY REScheck Software Version 4.3.0 Compliance Certificate 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non -Electric 7% 5750 Owner/Agent: RAMIREZ RESIDENCE 292 WATERVIEW DR SOUTHOLD,NY Compliance-. Compliance: Maximum UA: 202 Your UA: 173 Designer/Contractor: SHELLS ONLY,inc 680 SUNRISE HWY W.BABYLON,NY Ceiling 1: Flat Ceiling or Scissor Truss 150 19.0 0.0 8 Ceiling 2: Cathedral Ceiling (no attic) 484 19.0 0.0 25 Wall 1: Wood Frame, 16" o.c. 1170 13.0 0.0 89 Window 1: Wood Frame:Double Pane with Low -E 56 0.330 18 Door 1: Glass 28 0.330 9 Floor 1: All -Wood JoistlTruss:Over Unconditioned Space 525 30.0 0.0 17 Floor 2: All -Wood Joist/Truss:OverUnconditioned Space 150 19.0 0.0 7 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the,2007 New.York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped :andsigned,this, page, they,,are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications q%' n compliance, wi6lthid Code. Name - Title Signature Date vb Project Title: Report date: 10/01/09 Data filename: C:\Program Files\Check\REScheck\RAMIREZ.rck Page 1 of 1 is o e i� EC E\/,LAT/oN s 2E F E JZ 7-0 As -SZ uME'b /k/0C. R /-A"1 ES CHEST �o /�E /L/NG ADDAEss po""o 9 5V �� d BoX /78 — )N s i✓,D Es7--C(-Es7'd-',e AVEC Co/VG A6E.AC-Al RAID S\) ouNo A/'oGE NY /oS7, r-- e oN E 800 54, 5124 FAX 800 z42 4955 / MA/" SAY Ver—W R®. 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UI APPROVFD MAN FI UT MATT MAT AS PLR RCNYS ( I IAPTI R WAND AND 18 m m NOTF m FI FC i RICAI SWI I CI 11 S I OR STORAGF iPACFS TO BE PLACI D OUTMDF rI IFSI SPAC I S AT 1111 POINT OF ENTRANCI m AS PFR 13903 4 m mN1 EP 292 WATERVIEW DRIVE SOUTHOLD, NEW YORK m NOTE m WATI R StAll Y AND DISTRIBUTION SYSII MS PI R TABLES P2903 1 P29012 P2903 6 P2901 7 MATFRIAI S PI R TABI ES m P2904 4 1 P2904 ) AND P2904 6j, NOTE MATT_RIALS FOR DRAINS WAST I AND VI N7 S PI R FA131 I S P 3(02 1 v� m NOTE m GROUNDING SYSCLMSAND UROT INDINC, I -LI CTRODFS PLR E 3507 ANT) 13508 m m m NOTE (YFCI ARI T0131 PROVEN I) IN ACCORDANCI WIZ I I SEC LION 1,3802 a m THIS PROJECT COMPLIES W1 111 R C N Y S THF MI CLIANICAI CODF CITAT'I I RS 12-24,1JIF PI UMI3ING CODE CHAPTER~ 25-32 AND FI F CTRICAL CODF CIIAPTI RS 33-42 m m FALSE VALLEY STRAP DETAIL (D-14) TYPICAL Al FAI SI VAI LEY PAD WIDTH MUST ACCOMODATE CUI FND OF RAFTFR SFRVI D PROVIDE GAL V FRAMING CONNECTION AT RAm RS TO NAZI INC, PAD NO ASPIIAI T ROOFING UNDI R ARLA OF L AYOVI R MAIN] AIN VI NI ILATION AS PI R R-806 m m 1E m � NOTE CLO I I I DRYI-R EXIIAIJST Mt ISI CONIPI Y WIIIIRCNYS SF( M1501 m m D NOTE z 1 III SI PI ANS ARI IN COMPI IANCF WIIII NFW YORK STAT£ 2007 RESIDFN FIAL BUILDING CODI S 'm m FEE NOT 765 - FOL 1 F 2 F 3 It 4 F E ALL REC YOF DES RET PUF OF' G 94 0' On �? • t iXoll f�<Cp', V • 5 �5 `sem SE��,R S �n ' • of • PLOT PLAN • SCALE: 1 = 40' UN`�ERwR/tERS�ER REQUIRED t/F/� � C�i ! A 0�1 f 1011"`t_, L1: F1 l l F,1C A l C 11 FM AS PROPOSI I) )� !Ilei 31 47 107 SI7E 80 353 SF I X1 SI ING FIRST Fl OOR 1 741 SF TOTAI I OT ARFA OCCUPIED 2 51'o I XISTING SI GOND I I (XOR 695 SF 2023 SI PROPOSI D FIRST I I OOR 282 SF TOTAL 6I A 3 243 S F � 0°� APPROVED AS NOTED PROPOSED iFCOND FI OOR 525 S} B P # 1 BY IFY BUILDING DEFARI MENT AT 1602 8 AM TO 4 P1,11 FOR T(;F CERTIFICATION OF -OWING INSPECTIONS NAILING & CONNECTIONS DUNDATION - TNO Ri :OUIRED REQUIRED JR POURED CONCFETE OUGH - F; "AL11NG u PLUMBIING ISULATION NAL - C01'_TRUCTION MUST Al, vRT E COV1PLE T E FCR CO p�;EET - tF 11 _ E RrnU,�r CONSTRUCTION SHR L MEET THE UIRENIENTS OF THE CODES OF NEW _ C�a,� C),"I,", K S T 1, T E NOT RESPONSIBLE FOR t IGN OR CONSTRUCTION ERRORS MN STORM WATER RUNOFF SUANT TO CHAPTER 236 'HE TOWN CODE. MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y 1 1771 TEL 516-922-2024 r - , j J e y, + r PROJECT / • RAMIREZ / RESIDENCE PROPOSED • / l SECOND FLOOR ♦ • OVER GARAGE AND FRONT ADDITION ♦ / WITH PORCH 292 WATERVIEW DR SOUTHOLD, N.Y SHELLS ONLY INC HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 DRAWN BY W N DRAWING NO DATE 9/24/09 O SCALE AS SHOWN Nr\\ ss ar 12 I I I U o i u I . Ir, EX BASEMENT ` IN r I I r----- `-----------j I -----------j --- ------------- i POINT 10 %D R INI I OID FROM 1BO\T I IRO\1 ABOVI I I I I i I I I I I I I I I F\ISR\6 I I 8 FOl rT\1)1770\ I 36" DI I P u 1771 R" \ 10 P C 1 OO 11\(, I EX GARAGE I I � I I N I I I .I I I I F\ 4' P C SI A13 I I I t I I I i I I I I I 191-9" I IL I �----------------------------� PROPOSED FOUNDATION PLAN SCALE 1/4"=I' -O" 2F -I" W ROOM cov, rR[ C1 ION 10111- ASI'II 11 I SIII\(,1 1 i O\IRISaIII DO P11'1R ON 1 8 1 2 PI Y\\ D SIII \ I7il\G O\IR2"\I0"RR a 16"OC \\ 1111 ICF SIllrl ll \1IN 24 1 RO\1'A 11 L FIXIF AS P[ R RCN}SR'X), 271 ICI PROIFCIION 12 D-1 S S �— (3) 2 \ 8 (YDR DROPPI 1) — 8" RI CI SY 1) PI R\t 1 CAST COT MN(IyP) \ru 5 4 DI CF.I\(t 2"\6 ACQ I)J a 16 OC \\1171 (3) 2' \ 8 GDR DROPPI DON 4 SQ ACQ POST \VII 11 12" SQ \ 36" DFI P v PORCH I- D -6 I j)-6 \8 11[,511 2'\81CJ m 16"OC — \r\k 1 2" SI If I-TROCk \k'1III R 19 ON \V \I I S ANDCFII IN(, 1NSl 1 A[7OV o FOYER w NI u 3 4" PI 1'\VD S[ B FI OOR OkTR 2\ 8 I J d 16 OC \\ 1171 R-19 INS[ I ATION \I \\ R-19 I\SVI \I lON \kllll B\IFI IS NI u 1 2 Stn r1 ROCK ON \A Al 1 S 1NDC1 11 INO NEk\ 3 4 PI 1 V 1) Sl 13 11 (x)R O\ FR r\I%11N(, 2 \ 12 1 J a 16 OC )\ ITI I IZ-30 INMI'I ATION F\IS11\6FIIZ1 R1ITD S}II1 FROCK ON / \1 111 S 1NDCI 11 IN(, I \IS17\6 2 \ 6 \1 Al IS 10 RF\i AI\ NEW ]VASTER BEDROOM PRO\ 1Dr PiRr BI ocKim, EX GARAGE PC r(x)TI\G (Il P) a '� /�-Il-R � CRAM SPACL N�Fn : P( 1 I\ 4 P C SI AI3 1 AE3 �C � J Ol I R 6 >L11L \ APOI. PARRn R - < L PROPOSED SECTION A -A SCALE 1/4"=]'-0" \I Vi (2) 1-3 4" \ 18' \1 I R13\I 'AIIIIRIIX,I \1\1 12 Q 6 R(>UI U)\4TR[ CTION TO 13I ASP1I 11 7 SI IIN61 rS O\ I R 1 S 4 fil.IX; PVT R Ok I R 1,2' PI 1'\k 1) SIII 11111\6 O\I R2 \10 RR (a 16 OC \\ 1713 ICE S1fIFI D I\1IN 24 I ROM Vl AT I FIX,[ AS Pf R RCN'l S R905 2 7 1 ICI PRO rrc-no\ AT I \1 6 MI -RS AND I 1 ADLRS 12" OVI RII NNG R 1 I'l I VINI 1 S)IIIr\INT WA I I CONS I Rl C-nON IOBI 1N61&6 WIC OVFR 3 8 1 ONM I\S[ I (R-3 I )O\ FR IIOUSF \kR.AP °C O\ F IZ 1 2 PI 1 R 1) O\ I R 2 \6 SIT DS (I16" O C u 3-12" II 1Tr INSET (R-13) (7'1 P) �— 11.12 T \IS r1N6 R FOIL\DAFION 36 DL 1 1' R ITII 8" \ 16 P C I (X)n\6 DN, 9 AMPR A1.L MI -NSI IRF\ Q'NTS ARC PI L S „R All\t'S D, NOT S( Al F THESI PLANS C()NDITM-NS Mkt AI TFR OR ('IIkNJI TIT DFSk,N AS 131-101AN TITFSF PLANS ZI)P)RrMF All ,/R ANY PRF\'IMIS PLAN; MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y 11771 TEL 516-922-2024 PROJECT RAMIREZ RESIDENCE PROPOSED SECOND FLOOR OVER GARAGE AND FRONT ADDITION WITH PORCH 292 WATERVI EW OR SOUTHOLD, N.Y. SHELLS ONLY INC. HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 F BY W N DRAWING NO 1 /9/09 O SCALE AS SHOWN I III I 1\2 \12"FJ(d16 OC I I I I II 5 RFB \R I I O C (Tl I') i I L-------------------� --\F\k �1 2' \6 1)J I r— 2"\8"I131)\k/t8"IA6B01 rS i Fi 16"0C I IJ SF166FRIDAl 16'OC I CRAWL SPACE I \F\k2 PCSIAB 1 I v 0c ^ I I v O\ I R 6 \111 k 11'OR B 1RRI1 R I a a NF R 8 %l IDE 36 DI EP P( I O( Ivmm\ MR F VTR 1TNTD 111 ()l 1. V10VE GRADI ALL(1IISHIILFDSC>L1D\\fI}31t X16 I r P( 1 00TING S/S () ANCHOR D(N TS V N MTN IS E\ITTI)MI NT l _' I R(M (ORNFP , I 45 OC\\ 3 SQ \\ASIiT-RS(1YP) (2) _ X6 ArQ \\NTMI SII 1 SI 11 I w A\7) TFR\If Il SHIN D `--------------- --- I ix 2"\6 DJ a 16 OC ---_ IG i — —\1 ____________ \1 2 \6 IBD\k'5/8 11GBOIIi _ J\I\F 1 + Sr166IRf-D1r16 OC -� I 1 00 I -I-� r (+ 1 (3) 2 \ R" GDR DROPPI D j�—j_ (1) 2" \ 8' GDR DROPPI.1) t— L-- _ --- -- —r-- --- -- --- — — LI ---------------- j I I I NF\k 4" SQ ACQ P()SI i I I I O\ 12 ',Q \ 36" DFI 1' I ------------------ PC 1())11\6(nl,) 1941 I I I I U o i u I . Ir, EX BASEMENT ` IN r I I r----- `-----------j I -----------j --- ------------- i POINT 10 %D R INI I OID FROM 1BO\T I IRO\1 ABOVI I I I I i I I I I I I I I I F\ISR\6 I I 8 FOl rT\1)1770\ I 36" DI I P u 1771 R" \ 10 P C 1 OO 11\(, I EX GARAGE I I � I I N I I I .I I I I F\ 4' P C SI A13 I I I t I I I i I I I I I 191-9" I IL I �----------------------------� PROPOSED FOUNDATION PLAN SCALE 1/4"=I' -O" 2F -I" W ROOM cov, rR[ C1 ION 10111- ASI'II 11 I SIII\(,1 1 i O\IRISaIII DO P11'1R ON 1 8 1 2 PI Y\\ D SIII \ I7il\G O\IR2"\I0"RR a 16"OC \\ 1111 ICF SIllrl ll \1IN 24 1 RO\1'A 11 L FIXIF AS P[ R RCN}SR'X), 271 ICI PROIFCIION 12 D-1 S S �— (3) 2 \ 8 (YDR DROPPI 1) — 8" RI CI SY 1) PI R\t 1 CAST COT MN(IyP) \ru 5 4 DI CF.I\(t 2"\6 ACQ I)J a 16 OC \\1171 (3) 2' \ 8 GDR DROPPI DON 4 SQ ACQ POST \VII 11 12" SQ \ 36" DFI P v PORCH I- D -6 I j)-6 \8 11[,511 2'\81CJ m 16"OC — \r\k 1 2" SI If I-TROCk \k'1III R 19 ON \V \I I S ANDCFII IN(, 1NSl 1 A[7OV o FOYER w NI u 3 4" PI 1'\VD S[ B FI OOR OkTR 2\ 8 I J d 16 OC \\ 1171 R-19 INS[ I ATION \I \\ R-19 I\SVI \I lON \kllll B\IFI IS NI u 1 2 Stn r1 ROCK ON \A Al 1 S 1NDC1 11 INO NEk\ 3 4 PI 1 V 1) Sl 13 11 (x)R O\ FR r\I%11N(, 2 \ 12 1 J a 16 OC )\ ITI I IZ-30 INMI'I ATION F\IS11\6FIIZ1 R1ITD S}II1 FROCK ON / \1 111 S 1NDCI 11 IN(, I \IS17\6 2 \ 6 \1 Al IS 10 RF\i AI\ NEW ]VASTER BEDROOM PRO\ 1Dr PiRr BI ocKim, EX GARAGE PC r(x)TI\G (Il P) a '� /�-Il-R � CRAM SPACL N�Fn : P( 1 I\ 4 P C SI AI3 1 AE3 �C � J Ol I R 6 >L11L \ APOI. PARRn R - < L PROPOSED SECTION A -A SCALE 1/4"=]'-0" \I Vi (2) 1-3 4" \ 18' \1 I R13\I 'AIIIIRIIX,I \1\1 12 Q 6 R(>UI U)\4TR[ CTION TO 13I ASP1I 11 7 SI IIN61 rS O\ I R 1 S 4 fil.IX; PVT R Ok I R 1,2' PI 1'\k 1) SIII 11111\6 O\I R2 \10 RR (a 16 OC \\ 1713 ICE S1fIFI D I\1IN 24 I ROM Vl AT I FIX,[ AS Pf R RCN'l S R905 2 7 1 ICI PRO rrc-no\ AT I \1 6 MI -RS AND I 1 ADLRS 12" OVI RII NNG R 1 I'l I VINI 1 S)IIIr\INT WA I I CONS I Rl C-nON IOBI 1N61&6 WIC OVFR 3 8 1 ONM I\S[ I (R-3 I )O\ FR IIOUSF \kR.AP °C O\ F IZ 1 2 PI 1 R 1) O\ I R 2 \6 SIT DS (I16" O C u 3-12" II 1Tr INSET (R-13) (7'1 P) �— 11.12 T \IS r1N6 R FOIL\DAFION 36 DL 1 1' R ITII 8" \ 16 P C I (X)n\6 DN, 9 AMPR A1.L MI -NSI IRF\ Q'NTS ARC PI L S „R All\t'S D, NOT S( Al F THESI PLANS C()NDITM-NS Mkt AI TFR OR ('IIkNJI TIT DFSk,N AS 131-101AN TITFSF PLANS ZI)P)RrMF All ,/R ANY PRF\'IMIS PLAN; MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y 11771 TEL 516-922-2024 PROJECT RAMIREZ RESIDENCE PROPOSED SECOND FLOOR OVER GARAGE AND FRONT ADDITION WITH PORCH 292 WATERVI EW OR SOUTHOLD, N.Y. SHELLS ONLY INC. HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 F BY W N DRAWING NO 1 /9/09 O SCALE AS SHOWN \r LL 8" R1 CISS1 D C01 I I\4\S (lti P) - FX 2K510 FX 2RS10CS\4T EX 28510CSMT Et 28,IOCS4t7 Ck 2NS)0(�g1T rN YU/U 4)\K 1401 U7 A)K EXISTING FIRST FLOOR PLAN SCALE 1/4"=1'-0" P-\ Yl1/l/ V iK'il)t IAA/K =,I�Ii1�1 XX I \ RA11 IVO F\ RUM 13rA11 IN i•J SD w F\ RI- - i3r - .1 ()S 1A RAIZ 1\0 ' 1 HALL c- EX BEDROOM " a o � Ia: 1 o � rJ v I` \ S D 3��3 CAl HFDRAI A I til DRAI NEW MASTER 6cm6 BEDROOM / "� '� \\`\\ CATHFDRAI 1 r / EX BEDROOM ^" , o N ( ATM DR 11 L a rJ 2" \ 10" R R (n' 16 0 C 1 DIMO W`A` 7 f= lll \10 W 1I 1 ( c CI OS / I I, / ` I NPN' X RR o 1\I\1 dIn uc �QSINRI(ifo NEd NtIn ar �J i u C 15 -0" \NIL S11FDR001 r31.1 OW _ 1'-10' 7 -7" DRESSING ROOM ' 1 I Ia: 1 i fV I v I` NEW MASTER 6cm6 BEDROOM / ^h I / \\`\\ CATHFDRAI 1 r N c I rJ I G\�/'�/ 1 CI NS 2" \ 10" R R (n' 16 0 C 1 DIMO W`A` \ /Li 14 -9' 1-01 ' 1711111 •' FWS50�8 )OOR 1 (1) 2' \ R HDR (I) 1 1,4" \ 11 7'8" \11 I 1'-10' 7 -7" DRESSING ROOM PROPOSED SECOND FLOOR PLAN SCALE 1/4"=1'-0" 4' 0 `\ 91 10 2" \ 10"1Z R fill 6"0 C S'-0' (1)2" \ E HDR \I W W14 W 1-vYl213IdOW 11 \il'l Rr1) DISCLAMIR Al L AIF\Sl Rrkil'NTS ARF Pl I IS OR 4il'\'l D(l NOT St At F THI'SF PLANS CONDIn -)NS I\L\Y ALTI R OR C134N(IF Tl1E DI SHIti Ai SHS )WN TIFESF Pi AN, Sl TIR(I DE AW OR A\1 PRL\'I(,1'S I I.ANS MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y. 1 1771 TEL 516-922-2024 PROJECT RAMIREZ RESIDENCE PROPOSED SECOND FLOOR OVER GARAGE AND FRONT ADDITION WITH PORCH 292 WATERVIEW OR SOUTHOLD, N.Y. SHELLS ONLY INC HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 F BY W N DRAWING NO 1/9/09 O SCALE ASSHOWN ' 1 I Ia: 1 i fV I v I` NEW MASTER 6cm6 BEDROOM I / CATHFDRAI 1 r N c I rJ I �J 2" \ 10" R R (n' 16 0 C 1 I N 14 -9' FWS50�8 )OOR I (1) 2' \ R HDR (I) 1 1,4" \ 11 7'8" \11 I N'r�A� ( W 14 W ( W 1211-1.1 OW rI \iPIRI D IRON RAII ING 1301 Tr.D TO I lOF SI 21'-1 " PROPOSED SECOND FLOOR PLAN SCALE 1/4"=1'-0" 4' 0 `\ 91 10 2" \ 10"1Z R fill 6"0 C S'-0' (1)2" \ E HDR \I W W14 W 1-vYl213IdOW 11 \il'l Rr1) DISCLAMIR Al L AIF\Sl Rrkil'NTS ARF Pl I IS OR 4il'\'l D(l NOT St At F THI'SF PLANS CONDIn -)NS I\L\Y ALTI R OR C134N(IF Tl1E DI SHIti Ai SHS )WN TIFESF Pi AN, Sl TIR(I DE AW OR A\1 PRL\'I(,1'S I I.ANS MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y. 1 1771 TEL 516-922-2024 PROJECT RAMIREZ RESIDENCE PROPOSED SECOND FLOOR OVER GARAGE AND FRONT ADDITION WITH PORCH 292 WATERVIEW OR SOUTHOLD, N.Y. SHELLS ONLY INC HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 F BY W N DRAWING NO 1/9/09 O SCALE ASSHOWN (11 y 12-\jl O F\ I\ F-\ I\ \ 0 PROPOSED T r. lc►r QTT»c >cT VXI A rrTnTv SCALE 1/4"=1'-0" NTW1\6T&O 7LE N M %TCH I iOUSF 1 D I AS CLOSI AS POSSIRLI 12 S — -- — _ — —� --_— -- _ IRON R AFI l\Ci ROI TFD TO I FOl SF 6 6- -CRI( KIT IRlllsn_ I— r + � T Y � Y' Y At I TRI ADS AND RISI.RS AS PI R R( N) S SFCTION R 311511&1115'12 F\FFRIOR 4\'I) STAIRWAI IIIUNI IN Al ION AS PIRRCNIS SF( I ION R 111 S 7 PROPOSED FRONT ELEVATION SCALE 1/4"=]'-O" PROPOSED RIGHT SIDE ELEVATION SCALE 1 /4"=1'-0" DISCLAW31 ALL hIFAbl RI W1,73 ARF PLl1S ()R NW 5 D() NOT ';('Al I THCSY PIANS C i\DM, )N', Nfl%l At TI R OR rILkN(IF TILF DFSTON AS SHO t"\' TIfFS11 PI ANS Sl TIRCF)F ALL OR ANI PRi'\'inl rS PI ANS MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N Y. 11771 TEL 516-922-2024 PROJECT RAMIREZ RESIDENCE PROPOSED SECOND FLOOR OVER GARAGE AND FRONT ADDITION WITH PORCH 292 WATERVIEW OR SOUTHOLD, N.Y. SHELLS ONLY INC. HOME IMPROVEMENTS 680 Sunrise Highway West Babylon, New York 11704 Phone (631) 422-9190 Fax (631) 422-9313 DRAWN BY W N DRAWING NO DATE 1/9/09 d O SCALE AS SHOWN GENERAL NOTES TABLE 3 T (NAILING SCHEDULE) 2007 WFCM 1 THr ARCHITECT / rNGINFER OF RECORD IFAS NOT BEFN RI TAINED FOR TETE SUPERVISION OF TIERS PROJECT USE A MINIMUM OF 2 1T IS THI RI SPONSIBII ITY OF THE CONTRACTOR TO FiLE FOR AND OBTAIN JOINT DESCRIPTION # OF NAILS NAIL SPACING Bd NAILS THIS SIDE O� TRUSS ALL RFQUIRFD APPROVALS AND PFRMITS FROM ANY AND ALL GOVERNING SIDE 12" 0: HD2A AGI NCII S HAVING JURISDICTION OVI_R THOS PROJEC r ROOF FRAMING 12" �� ATI CORNERS 3 IT iS THr RFSPONSIBILITY OF THF CONTRACTOR TOCOMPLY WITH THL RESIDFNTIAL CODE OF NFW YORK STATL AND ALL OTHER APPI ICABLL Rafter to Top Plate (Toe -Walled) Table 3 4A 3- 8d per rafter J CODLS LAWS RULES AND RFOULAT IONS IN TI II CONSTRUCTION OF TI Ii% Ceiling Joist to Top Plate (Toe -Walled) Table 3 4A 3- 8d per joist � / \ �` PROJECT Ceiling Joist to Parallel Rafter (Face -Walled) Table 3 9A 3-16d each lap 4 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR AFI_ FiFLD � Ceiling Joist Laps over Partitions (Face -Wad ° ed) Table 3 9A 3- 16d each lap DIMENSIONS AND EXISTING CONDITIONS THF CONTRACTOR SHAI L RI PORT JI! , ° ANY DISCREPANCIES M THE FXISTING CONDITIONS FROM THOSE SHOWN ON II�'✓ ° THFDOCiN CONTRACT DOCUMENTS TO THE ARCHIIT CT / FNOEFR Or RECORD Collar Tie to Rafter (Face -Walled) 3- 8d per tie I 5 ALI PLUMBIN6 WORK SEtAI L COMPI Y TO Tin RFSIDFNTIAL CODE, 01 NI W Blocking to Rafter (Toe -Walled) 2- 8d each end +'I Tvo SIMPSON ° ' I• YORK STAT E AND ALI OTHFR APPI ICABI F CODE'S, LAWS RUI FS ad NAIL STRONG TTi C Rim Board to Rafter (End -nailed) 2-16d each end INTO m REGULATIONS AND HrAL'i If DrPARTMFNT RFQUIRFMENTS PLATES SIMPSON © 6 IDEATING AND AIR CONDITIONING Rl QUIREMINTS SHAI I. BE WALL FRAMING THREE ST'RONo-T11 H I COORDINATE -D WITH THE OWNER'S 11 V A C CONTRACTOR PRIOR 10 DI ADJUSTABLE HANGER D2 RIDGE 8d NAILS D3 CATHEDRAL RIDGE INrD COMMENCING ANY WORK Top plate to Top Plate (Face -nailed) 2- 16d per foot SiMPSON STRONG-TTF Si%1PSON STRO\(,-TTF Siwso\ STRONG -IT} STUD G�� 7 ALL ELECTRICAL OUTLETS, SWITC 111 S, L IGIITS AND WIRING SHAI L BE U I Top Plate at Intersections (Face -nailed) 4-16d joints - each side LSU26-2\6 I STWITH (1)Rd COMMON NAli.S i SU26-2\6 DS JOIST AND POST CERTIFIED AND INSTALL 1 D IN COMPi IANCF WITH ALi APPLICABI C ESS[ 2R 2\R 2\10 OR 2\12 CONNECTIONS 4 �� ELECTRICAL CODrS Stud to Stud (Face -Waded) 2- 16d 24" 0 C LOCATED AT EACH FNn OF STRAP I SSl �2R 2\R 2\10 2\12 Header to Header (Face -Waded) 16d 16" o c along edges I STAT R WITII (3) Rd COMMON NAILS D4 HURRICANE TIE SI\IPSON STRONO-111 AC 8 STAIRWAY ILLUMINATION IS TO Br DN ACCORDANCr WITH R3115 7 Tin' Top or Bottom Plate to Stud (End -nailed) Table 3 5A 2-16d Per stud to plate LOC ATrD AT FACIi FND Or STRAP SIMPSON STRONG -TIF III syr STRAPPING St\iPSON STRONG TIE }17 7 LiGIIT SWITCH IS TO I3F I.00A1 F D AT THE TOP AND TI IF ROTI OM Or FACI{ AS PI R TALE 3 4 DLT i E BE LOW STAIRWAY 2001 w'FCNt ALL STRAPPING \fATER1AI,S (\i TN 12" ON a d 9 At I OW A MINIMUM Or I8" BFTWFFN BOTTOM OF FLOOR JOIST TO THE [N CO\'N'FCTiON' WITT1 ACQ STUD SURFACE) 4 MIST BF 7 \1A\ RATE D Cl IPS c FLOOR OF ANY CRAWL SPACE STAI\ITSS SITE1 OR FQ['A1 10 PROVIDE DOUBLL IIFADFRS AT AI I FI OOR CFiLING, STAIR AND ROOF Bottom Plate to Floor Joist, Band Joist, End Joist or 2- 16d per foot CONNI TI FOR 1 PLiIT I� , + COVNi CTION \`Yq a ti OPENINGS ALI. IIF ADLRS TO BI A MINIMUM OF(2)2 X8 UNI,F SS OTIDERWiSI blockingFace-nailed . d NOTED ON PIANS • d d 11 FI OOR JOISTS SHALL BE DOUBT FD BFNI ATH AI I PARAI LEL PARTITIONS FLOOR FRAMING ° a a •' 12 ALL INTERIOR DOORS ARF TO CONFORM WITH TFFI, RFSIDENTIAL CODr or ° ° NI.W YORK STATE Joest to Sill, Top Plate or Girder (Toe -nailed) 4-8d per joist ' ° G 13 WINDOWS ANDDOORS STIAi I BE PROPERLY FiASIII'DAT HEADS AND • ° 1 ° PROPERLY SEALED AND WEATHER-STRIPPFD Bridging to Joist (Toe -nailed) 2-8d each end ell D 10 STUD TO RIM JOIST 14 ALI GYPSUM SHALL BE TAPED AND SPACKLFD (3 COATS) READY 1 OR Blocking to Joist (Toe -nailed) 2-8d each end o ' PAiNT U2 INCA SIIFFTROCK FOR AT L WAi i S & CCII MG'S 5/R TYPE X I OR Blocking to SIII or Top Plate (Toe -nailed) 3- 16d each block o ° 1 114" \I' 20 GA METAL STRAP Al 1. GARAGE AND MECHANICAL ROOMS 1/2 MCH M/R GRrLNBOARD FUR AI 1 (4 - Rd NAILS) BATHROOMS Strip to Beam (Face -Walled) 3- 16d each joist ;, 12"MIN BE ARPNOONS1T'DSURFACF PIACrn Al F 1C 11 STI m 15 All FMISFILS SHALL BF AS DIRECTED BY OWNER Joest on Ledger to Beam (Toe -Walled) 3- 8d per joist \1 IN 1 2"0 A.N'CIIOR Bot T J. 16 All, MiCROiAM i UMBER IS TO Br MANUFACTURED BY 1 RU -JOIST CORP Band Joist to Joist (End -nailed) 3- 16d per joist NTTN 7" 1 MBFDMI NT All STRAPPI\G \IAT} RIAI s PO 130X 60 BOiSI IDALIO 83707 OR APPROVFD EQUAL Band Joist to SIII or Top Plate (Toe -nailed) 2- 16d per foot IN CONNF CTION W111 ACQ 17 CONTRACTOR TO VrRII Y A MIN SOiL BEARING CAPACITY OF 2000 LB / SF D6 FACE MOUNT HANGER p7 HIP RAFTER Dg POST BASE p9 HIP CORNER PLATE MIDST BF 7 NI k\ RAI ED([ TPS 18 All CONCRETE TO BF 3000 PSI (3500 FOR GARA(,F:S) 28 DAY TEST PROVIDr STAI'NLE'SS MFI OR EQUAL 518" DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 45" O C ROOF SHEATHING S[MPSON STRONG -TIF 1 l S 2R SLNIPSON STRON(, Tey t{RC 22 ALIS NFc r\(, N1 A11 RI \IS SI\9PS0\ STRONG -TIF HCP ANCHOR BOI TS SI LAI I AI SO BF LOCATED WITHIN 12" FROM THE ENDS OF NI ST B FC AA w AlF ACQ EACH PLATE W/ 3" S WASHFR AND MIN 7" rMBI DMFNT INTO P C FOUND MUST BF 1 Nf A\ R l F D Cl IPS Q Structural Panels 8d SEE TABLE 3 10 STAIN[ I SS %I l i I OR I Qt'AP 19 NO CONSTRUCTION OR DFMOI ITION SHALL COMMrNCF PRIOR TO Till I4SUANCF 01 1 HL I3UILDiNG PI RMIT Diagonal Board Sheathing i FDGf R BOARD 20 THI CONTRACTOR SHALL PROVIDE' Ai L RI QIJIRLD MSURANCL AND 1 "x6" or 1 "x8" 2- 8d per support SVT SPi CIE 11 1) ON Pi ANS INSURANCF CLRTIFICATES 21 THE CONTRACTOR SHALL TAKi ALL NLC1 SSARY PRECAUTIONS TO SAFE 1 "x10 or wider 3- 8d per support GUARD THE EXISTING Rr%IDFNCr AND CONTI NTS AGAINST DAMAGF FROM �° riff El CMFN1 S DURING CONSTRUCTION • °�` 22 THF DRAWINGS ARE NOT TO BF SCAT FD - FOI [AW DIMINSIONS ONLY CEILING SHEATHING 23 NO CHANGES WIT BE PERMITTED WITHOUT PRIOR WRITT`FN CUT Gypsum Wallboard 5d coolers 7" edge/10" field LENGTH NOTIFICATION OF AND APPROVAL Of THL ARCHITECT / FINGIN I R Or I�� RECORD 12' 24 TECO DETAILS SHOWN TO COMPI Y WITH NI W YORK BUILDiNO CODE WALL SHEATHING , 12" MIN ON STUD SURFACE i LENGTH RAFTER Structural Panels 8d SEE TABLE 3 11 IBP , ''` a I S 70 N ON PI.PArtiSIrL} D 25 At L FOUNDATiONS AND FOOTINGS SIZED FOR BLARING ON ViRGIN SOIL AT MINIMUM Fiberboard Panels 1S 70 BEARING CAPACITY OF 1 TON PER SQ FT MINIMUM OF 3' COVER AS PI R R4014 1 7/16" 6d 3" edge/6" field ; CLEAR 26 All WOOD FRAMING INCIUDING JOISTS, BEAMS POSTS STUDS ETC TO BE SPAN HEM FIR LARCH, GRADE k2 OR BE TTI R r f b- 850 PSI with E= 1 4X10 25/32" 8d 3" edge/6" field MS T27 , �'y D14 LAY OVER VALLEY DETAIL 27 WOOD STId S ON STAB TO Br 2 2" X 6" ACQ LUMBFR Gypsum Wallboard 5d coolers 7" edge/10" field table 3 11 j '' PRMIT)F JOiST SIMPSON CS20 OR 28 All IIFADFRS TO BF S[JPPORT'LD BY 4" X 4" POSTS TYPICAL 1 114" 20 GA. GAL V HAVERS Al 1 1/4" 20 GN (I N[ V SIMPSON STRONG -TIF 29 PROVIDE DOUBT F HFADI R AND 1 RIMMI RS AT ALI STAIR AND FI OOR OPENINGS AND Hardboard 8d 12" o C STRAPPING MIN 12 RIM JOIST m STR APPiNG MIN 12 1%70 tJNDf R Al L POSTS AND PARTITIONS RUNNING PAItA1 LFL 10 SAME Particleboard Panels 8d see manufacturer ON STI D SURFACE ALU ;R�JOiST ON STI ID STRi ACF 30 BRIDGING TO BE FITHFR SOLID OR 18 pa CROSS BRTIX3ING N01 FXCF1 DMC'-, 8' O C (4 - Rd N AILS AT FA (3 - Rd N AAS AT EA 31 THE TOP AND BOTT M Of JOISTS MAY BF NOTCHED - NOT TO EXCFFD 2" NO Diagnonal Board Sheathing 12• i NI) Of 51RAP) i ND or STRAP) NOTCHING AT MIDDI r OF SPAN (D16) 1"x6" or 1"x8" 2- 8d per support _/ LENGTH MST 2 % 1-1/4' 2U (,A. G AT V I 32 AIL WOOD TO BF K PT BACK 2'1 ROM C}IIMNF YS 1 "x10" or wider 3- 8d per support S I RAPPING N11N 12 33 ALL CONCRI TI HAUNCH FOOTINGS TO HAVE 2 05 RFBAR REINFORCING RODS P PP ON STUD S1 TR FA( F I 34 THF EX7 FRDOR SURFACI or ALL FOUNDATION WAI LS 13EWW GRADr (FOCI uDMG FLOOR SHEATHING c (3 Rd NATi S AT F Z STABS) SHALL Br DAMP PROOF WITH AN I LASTIC COAL TAR BASF • ENI) OF s rRAP) .,�� 35 FIREPLACE FOOTINGS SHAI L EXTT'ND 6" FROM FOUNDAT ON ON AT I SIDES • 'a 36 PROVIDE COMBUSTION AIR VrNTS AS PFR N Y; FNERGX_CODF XCQ 37 FOR AIL 4" POURED CONCRLTI STABS PROVIDE 6"X6" li! WWF OVrR 6 MIL Structural Panels p ] ] SILL PLATE TO FOUNDATION D 13 CANTILEVER • POI YLTHYI CNC VAPOR BARRIER OVER 6" wFLL COMPACT��) FII 1 1" or less 8d 6" edge/12" field D] 2 STUD TO STUD CO;�'NECTION 38 AT LFAST ONr smil, STATION 4MOKF DETECTING ALARM DEVICE INSTALL FD IN greater than 1" 10d 6" edge/6" field 20o1CN NCA1S PER -,ABI F 3 2A • ,° • SIMPSON STRON(,-TIF SI\EPSON STRO\G-111 CONFORMITY WITH SECTION R 313 IN EACH SLEI PING ROOM AND OUTSIDE: EACH CS20 AND I l S29 SLF rPINO AREA AND ON EACH STORY - MTERCONNFCTLD AND HARD WIRLD Dlagnonal Board Sheathing All STRAPPING NIATFRI iiS CS20 39 PROVIDE Al LEAST ONF EGRESS WINDOW M EACH ROOM, FXCEPT KITCIIFNS BATF IS 1 "x6" Or 1 "x8" 2-8d per support MUST [ FIN 17 4f A.\ RATEONI ED CLIPS AND BOILER ROOMS WITH I A MINIMUM OPFRABI E AREA Of 5 SQ IT ON GRADF LF -WI. 1 "X10" or wider 3-8d per support STAINT FSS STFFi OR FQl At AND 5 7 SF ON UPPER LEVELS WITH A MIN OPENING IIT OF 24" AND A MM WIDTH OF 20" D 15 RAFTER TO HEADER A SILT. Of NOT MORE THAN 44" ABOVF FLOOR 40 OLA7ING iN DOORS SHOWLR DOORS AND FNCLOSURFS SHAT L BE SI7FD AND SIMPSON STRO\O TIE CONSTRUCTED OF MATFRIAT S AS TO MMIM17r 1 E IE POSSIBILITY OI INJURY TO PERSONS 112 5 M THE EVENT THAT THE GLA7INO IS BROKEN OR DAMAGE D 41 ALL CONSTRUCTION SHAI I BE IN ACCORDANCE WITH TIFF N Y S RI SIDI'NTIAL CODE AND THF NYS FNf RGY CODL 42 ALL PLUMBING FIXTURES SHALL 13L INDIVIDUAL LY TRAPPED AND VENTI D AS RFQ[JiRFD BY THF NYS COIL CAST IRON PIPE CONFORM WILL. L(CAI CODs 11/2 STI P[A1 F SIHALI _ _ _ _ _ _ RLQUIREMLNTS AND HAVE APPROVED CI EAN OUTS AM) JOINTS WFLDFD TO COi UMN 41 ALL HEATING AND COO] INO DFSTGNS SHALL CONFORM WITI I A S 11 R A E .-'� `���. � �'� I I GIRDL R BIAM . I 43 ROOF RAFTFRS AND CRAWL SPACES FO BE VF NIDD AS PER N Y S CODL SF E PLAN FOR SI71 (4) 1/2" O BOI TS ,' �. ,' `� 45 All, STAIRS SHAI L HAVE HANDRAIL S IN ACCORDANCE WITH N Y S COIR R 311 5 6 WiTI i WASHERS i' c �� .�. 46 PROVIDE FIRE STOPS 10 CUT OFF AL L. CONCFAI rD DRAFT OPINING-, (BOTI L VERTICAL & IIORIZONTAI ) AND TO FORM AN AFFECTIVE FiRE BARRIrR BETWFEN 1 114 MEN 20 (,AL'OF `� STORIES, AND BI TWEFN TOP STORY AND TILE ROOF SPACr Coil STRAP SFr Pi AN FOR i 3 5" () STI ` ! 11 w 200 HFADFR S17F COT UMN 1R" STI PLATE �I biiTAI'ITR-P �( I NOTSHR %r% i r 9,20A& I I _ I EGRESS NVINDOWS. FOR C.CN.IIMN I NOT CHO�t'N � METAL 57 RAP 1 1 44" %PAX SII L IIT A.F F PER R 310 1 1 AN( 1IOR BOLT I R905 25 FASTI NF RS FRANTF OPFNiN'G FOR 112" O FPDXY (c)A11 D i N(YTSHOW, z I R310 I 1 NIINIMIRM OPFN'T'NG AREA AT I ENIERGFNCY ESCAPE AND RFSCUF NFW WPNDoR OR P C 1`0011NG fI00KI D ANCHOR BOI 1 S 1 , i OPENINGS SII AL1 HAVE A MINI R M NET CLEAR OPENING Or 5 7 SQUARE FFFT rAS11NFRS FOR ASPHALT SHINGLES S11AI 1 BE GALWANL7CD STEFI., STAINLESS STEEL,F\TOO FRiOR DR SF E PLAN I Oft S171 12" FMBFDMFNI ! I 1 I I F\CFP PEON (,RADE FLOOR OPFNINGS MIAI 111AVF A MPNI\t[JM NI T CI FAR ( �I ( ' c ( ALUMINUM OR COPPER ROOFING NAILS MM 12 GAGE SFIANK W/AMM" I1TAD ` �\ a OPENING OF 5 SQUARE FEET K///\/ cRanr ASTMr 1667 Or A LENGTH TO PENETRATr I HROUGH THL ROOF MG MATL RIALS AND\ \ \ R31012 M[NPITUM OPENING IIFIOITT TIN MINT\ItTM OPI KING PFT IG1IT Sit AIJ By 24 A MM 011 INTO THE ROOF SHEATHING Will RF THE ROOT sHr:ATHTING IS LLSS THAN TABI F 8301 5��//�//\//\ //\//�//\/� IVCHrs TRICK THF FASTFNrRS SHALE PENETRATE THROUGH THF SHE'ATIFMG 8905 26 ASPHALT MINIMUM [INIFORMI D Y DISTRIBUTE LIVE. LOADS R310 13 \tI\INiu%i OPENING VvID111 THF r1r%'I\IIJ\t NFTCt FAR OPrNTNG WiLYI7I `� ROOF SHINGLES SHALL HAVE A MIN Or SIX L ASTENERS PFR SHIINGLE VJIIFRE TILE ROOF (IN 113S PI R SQ F r) G �� �� \\/\\ 4 SHALL BF 20I\CFIF S \��\\`� 8310 1 4 OPERATIONAL CON AI\TS FMFRGFNCI FSCAPy AIvT) Ri SCi1 iS M ONE OF TIFF FOI I OWING CATEGORIES - TTII BASIC WIND SPEED PFR R3012(4) iS 110 POST TO GIRDER AND • . l�/�`' . �� RIIO1 4(+S SHALL By OPE' RATION AI rR0\r T1ir iNSIDF OF TtiE RCX)Ni WITHOUT MPH OR GRFATrR AND rift EAVF IS 20' ABOVE GRADE R905 27 FOR ROOT SLOPLS FROM USF 1 IVF I ORDS - ___ TWO VERTICAL UNiTS M 12 UNITS EIORII UP TO FO[JTt UMTS VERT IN 12 UNITS HORI7 01 i FOOTING COONECTION TI IF [TSF. OF KEYS OR 1OolS UNITS SHALL BE TWO LAYERS ATTICS WITH L IM[TT.D STORAGE 20 :- NOTE All WINDOWS INT)1CATEDON SLEEPING ROOMS ARE EGRESS WINDOWS ATTICS WI7 i LOU I STORAGE 10 AND N1FFT Al I Or N Y S CODF RFQL'IRE\IFNTS DECKS 40 LXTFR1OR BAI COMFS 60 MST27 STRAP CONNECTION DETAIL SMOKE DETFCTORS EIRE F SCAPI S 40 I-1'4" W 20 GA N1FTA1 STRAP SIIAI.L 13E TNSTAI.I rD AS PI R TTIE RFSTDTNTTAI NI W YORK STATE RIMMING GUAR DRA11 S AND I EAM)RAID S 200 (4 - Rd NATE S) CODE SECTiON R313 Al I S\1OKF DFTFCTORS ANI) CARBON MO\O\IDr GUARDRAIL S M-Fii I COMPONFNL S 50 12 MIN BFARING ON S n TD Si iRFACF DrTFCTORS MUST BF INTFRCONNFCTED AND HARD WIRFD AS PI R N Y S CODF A COMMON OR BOX NAiLS ARE PFRMITTFD TO 13F USE D EXCI'PT WIFE RF on IT RWISF STATED PASSFNGF R VFHICi F GARAGES 50 PLACE D AT EACH S TIM (16" O C) B NAIL S SPACED AT 6" OC AT EDGES 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS ROOMS 01111 R THAN SLEI TINCT ROOMS 40 HEADER CONNECTIONS WAI I A.SSI MBI 1 10 FOt'NDATION R 308 GLAZING WHI RE SPANS ARE 48" OR MORE FOR NAILING Of WOOD STRUCTURAL PANELAND PARTICLE SI I I PiNG ROOMS 30 AS PrR WFC\t 3 2 23 (A AII♦C, IN DOORS AND FNCI OSl RFS FOR HOT TT13S WHIRLPOOLS, SALry AS BOARD DIAGRAMS AND SHLAR WAILS, RE rrR TO SFCTION 2305 NAILS I OR WALL, SHEATI1MO STAIRS 40 1 114 N1I\ 20 GAL GF COIL STRAP STFA\1 ROOMS BATIITLIBS AND SHOWERS GI A7ING iN ANY PARTOI A BLIILDIN(, ARE PFRMII TED TO BY COMMON BOX OR CASINO IWAI.I E\CLOSING nim COMPARTMFN IS W1117RI THL BO`FTOM E\'POSFD FDGr C COMMON OR DEFORMED SiIANK Or TI IF (,1 A7PNO 19 I ESS TIIAN 60INCHFS N1FAST'RFD VFRTiCALI 1 ABOVF ANl D COMMON STANDING OR WAl KING Sl TRFACF L DEFORMED SHIANK ROOF VI NTFII Al iON REQUIRT MINI S RR301 2 1 2 Internal pressure, Windows in buildings located inwind F CORROSION RESISTANT SIDING OR CASING NAIL S borne debris regions shall haNL glared openings protected from G FASTENFRS SPACED 3" OC AT FXTLRIOR rDGLS AND 6" OC AT INTI RMFDIATr SUPPORT §RR806 I Ventilation required Enclosed attics and enclosed rafter spaces formed w here ceilings arc applied directly to .Nindbome debris or the building shall be desigrnd as a partially H CORROSION RESISTANT ROOFING NAIL S WIT11 ted" DIA HEAD AND I }" LFNOTH i OR }" `" the underside of roof rafters shall ha-, a cross ventilation for each separate space by v entilating openings protected against enc loved building in accordance with the Building Code of New York SIIFATHINO AND 1 " LENGTH FOR SHEATHING 1 CORROSION RESISTANT STAPLES WITH NOMINAL �" CROWN AND I J LFNGTH FOR }" TABLE R 301 20) the entrance of rain orsnow Ventilating openings shall be provided w ithcorrosion-resistant wire mese with 1B inch gp State Glared o nm protection For wlndhorne de lin-, shall meet the rx g P SITEATHING AND If" F ENGTH FOR Ji" SFEIATHiNG PANEL SUPPORTS AT 16"(20"01 STREN6TF i CLIMAT IC AND GroGRAPIFic DI SIGN CRI I LRiA (3 2 mm) minimum to 1/4 inch (6 15 mm) maximum openings requirements of the Large Missile Test of AS FM F 1996 and of AS M I AXIS M THE I ONO DIRECTION Or THE PANFL UNL.FSS OTHERWISF MARKED) GROUND w IND SI ISMic SLJBJi CI 1`0 DAMA(,l I ROM 1 2 WINI I It ICI SHIT I_D I LOOD AiR FREEZING 1886 referenced therein ( s J CASINO OR FINISH NAILS SPACED 6" ON PANEL FDGF S 12" AT INIT.RMFDiATr SUPPORT SNOW SPrrD (MPII) DI SIGN WEATHFRLN1 6 I ROST I INF TF RMI71 DI CAY Di SiON UNDFRIAYMI'Ni FIA7ARDSINDEX RR806 2 Minimum arca The total net free ventilating arca shall not be less than 1 to 150 of the area of the space ` ,, ` K PANEL SUPPORTS AT 24" CASINO OR FINISH NAILS SPACED 6" ON PANEL EDITS 12"AT i OAD CATEGORY DrPTIF 11 MP RFQUiRrD v entilated except that the total area is permitted to be reduced to 1 to 300, prov rded at least 50 percent and not more than F XCFPTION Wood structural panel-, with a minimum thickness of 7/16 INTERMEDIATE SUPPORTS 2 10 C s Rt 3 H S - M 1 I L SUFFOI K-599 80 percent of the required v cntilating arca is prov rded by ventilators located m the upper portion of the space to be inch (I 1 i mm) and a maximum span of 8 feet (2438 mm) shall be s" I FOR ROOF SHEATHING APPLICATIONS, 8D NAILS ARE THr MIN REQ'D FOR WOOD STRUCTURAL NASSAU -496 ventilated at least 3 feet (914 mm) above cave or cornice vents with the balance of the required ventilation provided b} permitted for opening protection in one- and two-story buildings 4- PANr1.S M STAPI FS SI IAI L HAVI MM CROWN WIDTIi OF WiTH cave or cornice vents As an alternative, the net free cross -ventilation area may be reduced to I to 300 w hen a vapor Panels shall be precut to cover the, glared openings with attachment hardware provided Attachments shall be provided in accordance with , + N FOR ROOr SHEATHING APPLICATIONS FASTENERS SPACED 4" OC AT EDGES 8" AT DESIGN CRITERIA IN ACCORDANCr AMERICAN FOREST & PAPER ASSOCIATION (AFRPA) barrier having a transmission rate not exceeding I perm (57 4 mg/sm2Pa) is installed on the warm side of the ceiling Table RR301 2 l 2 or shall be designed to resist the components and t1 MTCRMLDIATE SUPPORTS O FASTENERS SPACED 4" OC AT FIXIi S, 8 ' OC AT MTFRMrDIATE SUPPORTS F OR SUBFLOOR AND WOOD FRAME CONSTRUCTION MANUAL. FOR UNI & TWO E AM DWFI I MG (W1 CM)2001 F D[ 110N §RR806 3 Vent clearance Where cm a or cornice vents arc installed insulation sliall not block the free flow of air A cladding loads determined in accordance with the provisions of the Building Code of New York State c P t' 3 SHrATHINGAND3"OCATIDors 6" AT MTrRMF DiATE SUPPORTS FOR ROOF SH ATI IMG minimum of a 1 -inch (25 4 mm) space shall be prov rded between the insulation and the roof. P FASTENERS SPACED 4" OC AT FIXED S R" AT INTERMFDIATT sheathing at the location of the vent H TABLE 3 11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Sill Al IIIN(/ i OCATION STUD SPACING (INC)if S OC ) 4 FDGF 7ONF 12 16 24 INl F RIOR /ONI 12 16 24 SLIT ATIiING Si/L RAi TI- R"iRUSS SPACING (INCHFS O C ) IX6ORIX8Sill-Al 11ING 12-24 1 X 10 OR i ARGi R SI IFATI IfNG 12-24 §RR402 2 Concrete Concrete shall have a minimum specified compressive strength as shown in 1 able RR402 2 Concrete suhlLLt to weathenng as indicated in Tabic RRI01 2(1) shall he air entrained as specified in Table RR402 2 The maximum weight of fly ash, other po,,.zolan, Silica fume, or slag that is included in concrete mixtures for garage floor Slabs and for cmenor porches carport slabs and steps that will bie exposed to deit-rng chemicals Shall not exceed the perLentages of the total weight of cemcntitious matenals Matenals used to produce concrete and testing thereof shall comply with the appilLable standards listed in ACI 318 In addition to the cements permitted by ACI 318, cement complving with ASTM C 1157 1S permitted TABLE RR402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE For SI l pound per squarL inch = 6 895 kPa a At 28 daN s psi h SeL Table RR301 2(1) for %%cathLnng potLntial e Concrete in these locations that ma\ bL subject to frt-e7ing and thawing dunng constnILtion shall he air -entrained concrete in aLcordance w ith I ootnote d d ConLrete shall be air entrained notal air content (percent b) volume of concrete) shall not be ILsS than 5 percent or more than 7 peicent L See §RR402 2 for minimum Lement Lontent SPLICING OF TOP PLATE TOP PI ATF SPI ICF RI QTJIRFMFNT% I OR %INI) F.XIIOSIJRI S 13 R. C ONF STORY 11 AB ON GRADL MTNiMIJM S11131 -C il IIID MIN SPI,ICI' LITIGTII COMPRI SSIVI, STRENGTIIa(fc) 2 -0" Weathenng potcntsalb T YPI OR I OCA 1 IONS Ol 20 - 0" 4 -0 24 -( 4 _0 CONCRl 11 CONS 1 RUCTION Negligible Moderate Severe Basement walls, foundations and other 7-0' 40 -0 x -u conLrete not exposed to the wt-athLr 2 500 2 500 2,500c Basement slabs and interior Slabs on 14 -0' 80'-0" 12 grade except garage floor slabs 2 500 2 500 2,500c, Basement walls, foundation wail,, 1 ii 6 12 exterior walls and other N ertiLal 12 6 12 concrete work L\posed to the weather 2,500 'I,000d 3,00()d Porches, carport slab, and steps 12 6 12 exposed to the weather, and garage 12 6 12 floor slabs 2 500 1,000d c 3 500d,e For SI l pound per squarL inch = 6 895 kPa a At 28 daN s psi h SeL Table RR301 2(1) for %%cathLnng potLntial e Concrete in these locations that ma\ bL subject to frt-e7ing and thawing dunng constnILtion shall he air -entrained concrete in aLcordance w ith I ootnote d d ConLrete shall be air entrained notal air content (percent b) volume of concrete) shall not be ILsS than 5 percent or more than 7 peicent L See §RR402 2 for minimum Lement Lontent SPLICING OF TOP PLATE TOP PI ATF SPI ICF RI QTJIRFMFNT% I OR %INI) F.XIIOSIJRI S 13 R. C ONF STORY 11 AB ON GRADL BUILDING DIMINSION MIN SPI,ICI' LITIGTII 12 -0" 2 -0" 16'-0" 3'-0 20 - 0" 4 -0 24 -( 4 _0 28'-0" 5 -0' 32'- 0" 6.0 16 -0' 7-0' 40 -0 x -u 50 -0' 10 -0' 60'-0" 12'-0' 70 .0 14 -0' 80'-0" 12 TOP PLATE SPI ICF RFQUiRL'MrNT-, I OR WIM) I'XPO%IJR1:.S H fi C ALL OTI Il R CASi % I31ALDING DIMI NSION MIN SPLICL LTNGTII 12'-0" 3'-B" IK -0" 4-0" 20 -0 5 -0" 24'-0' 6'-u" 28'-0 T-0" 32 -0" 8'-0' 36 -0' 9-0' 40'-0' 11'-0 50'-0 13'-0 60 -0" 16'- 0 6 6 6 12 TOP PLATI SPI iCF L1 NO Ill I ASTI S I- MIl I WINi) SPI I D (M)I f) 90 I 100 1 110 1 120 STRtJCTURAI Si IFA Fi iWO OR PAM I SIDING 1 I I l I F I F MAXIMUM NAiL SPACING FOR 8 D COMMON NAZI % (INCHFS O C) 6 12 1 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 12 6 12 6 t2 6 1 ii 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12' 130ARD %FIFATHING OR L AP SIDING MIN NUMBI R OI RD COMMON NAIL % PFR SUPPORT 2 2 2 2 I 3 3 3 1 - TABUL 4TFD SPLICF LE\GTIIS ASSU\1F TOP PLATE 10 - TOP PI ATF CONNECTIO\S it%I\G 2 - 16D IsAN S PER F7 FOR SHORI ER SPLICF LF\IGTIIS TIIF NAll S SPACING SIIAi 113F RFDL'CFD IN ORDER TO PROVIDI` FQLIVAI FNT AIJIMBi R Or NAiI S 2 - TABt LATIrD SPI ICr LE\GTii ASSUME A Bt 11 DING LOCATED i\ E\'POSURF (B) 3 TAB11 ATI D SPI ICr I E N(r FIN ARF BAST DON 8 F1 WALL Ii£AIGIM FOR O111FR WALL TIE IGiTT% (11) Till 1 ABI I ATI D Ml LATERAL 10 ADS SIiAi L Br MUTT TIPi IF D B1 If 8 4 -10P PLAITS SIIAI I Br MINR1UAt OF S i1iD GRADI M ATFRiAi 12" %IAX 12" NIAX 6' 411\ 6" MiN §RR403 1.4 Minimum depth All e\tenor footings shall I), placed at iLa,t 12' (I05mm) helONN OIL undisturbed ground surface WhLiL appilLablL the depth of feting, shall also conform Io Section R 403 1 4 1 through R 403 14 2 $RR408 UNDI-R-I LOOR SPACE §RR408 1 Ventilation The under -floor space between the bottom of thL floor Joist, and the earth undLr am building (c\cLpt spacL occupiLd bN a basement or cellar) shall be pin ided w ith \ entilation opening, through foundation walls or exterior walls The minimum net arta of %Lntilation opLmngs shall not be less than 1 square foot for each 150 square feet (0 67 m2 for eaLh 14 m2) of under -floor space arca One such \ entilating opening shall be w ithin 3 feet (914 mm) of each comer of s<vd building §RR408 2 Opening, for under -floor ventilation 1 he minimum net area of %Lntilation opcnmgs shall not be less than 1 square foot (0 67 m2) for LaLh 150 square feet (14 m2) of undLrfloor spate area (hie SULh wcntilating opening shall be within 3 feet (914 mm) of each comLr of thL building Ventilation openings shall be Lowered for their hLight and width N% ith am of the following matenals provided that the lLast dimension of thL Low Lnng shall not exceed 1/4 inch (6 4 min) 1 Perforated sheet metal plates not less than 0 070 inch (1 8mm) thick 2 I xpandLd sheet metal plates not ILss than 0 047 inch (1 2 mm) thick 3 Cast iron gull, or grating 4 Fxtruded load-beanng brick vents 5 1 dandwarc cloth of 0 035 inch (0 89 mm) w ire or hLa\ ier 6 Corrosion -resistant wire mesh with the least dimcn,ion being 1/8 inch (3 2 mm) I XCI 111 IONS 1 Where NN arranted b) climatic conditions ventilation openings to the outdoors are not required if ventilation opLmngs to the interior are provided 2 The total area of ventilation openings may he reduced to 1/1,500 of the under -floor area %N here the ground surface s-, treated with an approved vapor retarder matenal and the required openings art - placed so as to provide cross-\ entilation of the space 1 he installation of operable louv ers shall not be prohibited I tinder -floor spaces used as supplN plenums for distribution of heated and Looled air shall comply with the requirements of §RM1601 4 4 Ventilation openings are not required N\ hLre continuously operated mechanical ventilation is provided at a rate of 10 cfm (10 m2) for each 50 square feet (1 02 L/s) of underfloor spaLL floor aria and ground SurfaLe is covered vv nth an approved vapor retarder maternal 5 Ventilation openings are not required wliLn the ground surface, is cov Bred with an approved vapor retarder material, the space is supplied with conditioned air and the perimeter N\ ails are insulated in accordance w nth §RNi 102 17 §RR408 I Access An aLcess opening 18 inLhe, bN 24 inches (457 mm b) 610 mm) shall be provided to the under -floor spate See §RM1305 14 for access requirements where mechanical equipment is located under floors §RR408 4 RLmoval of debris The under -floor gradL shall be cleaned of all vegetation and organic material All w o(A forms used for placing concrete Shall he removed before a building t, occupied or used for anv purpose All construction materials shall be removed before a building is occupied or used for anv purpose §RR408 5 1 mished grade The finished grade of under -floor surface maN be loLated at the Bottom of the footing, however, where there is eNidence that the groundwater table can rise to within 6 inches (152 mm) of the finished floor at the building perimeter or where there is c"dence that the surface water does not readily drain from the building site, the grade in the under -floor space shall be as high as the outside finished grade unless an approved drainage system r, provided §RR408 6 flood resistance For buildings located in areas prone to flooding as established in Table RR301 2(1), the walls enclosing the underfloor space shall be provided with flood openings in accordance with §RR323 2 2 58"A.\CfiORBOIT(ei45"0( 1011I3STORII% 0 1) \1i\ 7-1 MBi MIT \ 1 1\10 P ( CONCRFn %if\ i5'f\4131DMINTi\iY)BIAXk V I -,Qt ARC WASIIFRS AND FNDNT-1 S1I11T §RR404 1 Concrete and masons^) foundation Rall• Concrete and mason) foundation w all, ,hall he: ,elected and constructed in accordance \with the pro\ isiom N this section or in accordance NN ith ACI 318, ACI 530/ASCI 5/TMS 402, NC MATR68-A or other approved RR404 4 6 1 General Reinforcing steel shall meet the requirements of AS I M A 615, A 996 or A 706 The minimum yield strength of reinforcing Steel shall be 40,000 psi (Grade 40) (276 M Ia) Vertical and hon7ontal %N all reinforcements ,hall be placed no closer to the outside face of thL wall than one-half the wall thickness Steel reinforcement for foundation wall, shall ha%e concrete coNLr m accord ince with AC13 19 I XCLP TION Where insulated concrete form, arc used and the form r.mams in place as coy er for the concrete thL minimum concrete Lo\ er for the reinforcing steel is permitted to be rdIlLed to 3/4 inch (19 1 mm) 2)1 A\(IIOR BOI T iS "I'0 Br iI)C NTFD BrTWEFN C MI\ 1 O 12" M y\ F RO\i E \D, OR COR\1 RS ANCHOR BOLT SPECIFICATION I IGI i1 I IXTTJRI RI QUIRI MLNTS 1 502 1 3 Recessed lighting fixtures When installed in the building envelopL recc,Sed lighting fixtures shall meet one of the following requirements I NpL IC rated, manufactured with no penetrations between the iiside of the r,_XL,sed fixture and Leiling caw m and sealed or gasketed to prLvent air leakage into the unconditioned spacL 2 1 \ pe IC or non -IC rated Installed inside a scaled box construLtLd from a minimum 0 5-inch-thnLk (12 7 min) g%psum wallboard or constructed from a preformed pot\ mens vapor barrier, or other air -tight assembly manufactured for this purpose, while maintaining required ciearanees of not less than 0 5 inch (12 7 mm) from combu,tiblL material and not less than I inLhes (70 mm) from insulation material I 1 \ pe IC rated in aLeordance w ith AS TM 1 283 no more than 2 0 cubic feet per muiutL (cfm) (0 944 I /,) air movLmLnt from the conditioned space to the ceiling cavntN Fhe lighting fixture shall be tested at 1 57 psi (75 Pa) pressure difference and shall be labeled TABLE 3 10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS SiJFATITING I OCAI ION RAFTFRTRUSS SPACING (INCHES O C ) 4' PFRIMrTI R FDGF /ONF 12 16 191 24 IN FFRIOR IONI 12 16 192 24 GABi F FNDWALL RAKF OR RAKF TRUSS w1ookout Nock GA131 F FNDWAI i RAKI OR KAKI TRUSS w/o mke o%erhin¢ Sill ATHiNG 5171 RAI i F R rRU%S SPACING (iNCHT S O C ) T X 6 OR I X 8 %I IIATIfING 12-192 1 X 10OR LARGFR SiTFATIIING 12 - 192 NOTE I - SHF Al ING AS PARI OT SIII ARWALI S[ GMLNT (SW S ) N4'IIFRi NOTFD ON Fl OOR PI AN SIIAi I BF CONTINOIJS i ROM 511 L 1 O TOP III A rl Olt ADI QIJATF LY B[ OCKI 1) AT JOINTS Rd COMMON NAIIS /n 6"0 C I [)G£ fi FIFi D 2- HOT D DOWNS RFQUIRL 1) Al A[ 1 4 CORNI RS Of STRUCTITRl IINI FS%OI Hf RWISF NOTFD 3- SI I CONSTRUCTION DFI All 2 (NAIL ING AND S1 RAPPIN(j) fi DFTAIi 4 (1101 1) DOWN fi CONN) SHEARWALL SEG DE:TAiL ( TYP ) NT, 14 IT AT111' , \ All S DOI TIT \ SHEARWALL, SEG DETAIL ( TYP ) bl, I2I 2-0"0( 2-0' OC N 2-0"OC AT I Ow ABI F DFI I FC I ION OF STRUCTt iR Al \1I \IBI RS TABLI R701 7 STRUCTliR Al MEMBER AI i OIA ARI I R 1171 RS HAVi\G SLOPE S (1RFATLR THAN 3 / 12 )NIDI NO FiNi1,1fED CFII I\G ATTACIIFD T) RAI7FRS 1 /180 i\TFRIOR NN Ai LS R P 1RTITIO\'S 11/180 FI OORS AND PLASTrR1 D CFII ING% 1 /360 Al i Or111 R STRUCT('RAI \1I \IBI RS 1 /240 I \TFRIOR W ALI LS WIT11 PLASTER OIt Sr TCCO Ff\ISH 11 360 I \TERIOR W At IS - NN INT) LOADS a w ITIT BRITTI F FiNiS1I[S I 1240 i \TFRIOR R'AI IS - W IND M ADS a Ni 1 r11 Fi EXIBLL FI\1SI(FS L 120 \OTi i - SPAN I rNGTFT H - SPAN JIT IGIrr a - TIR Nl'i\D LOAD SHAi I Bi PL R\11TTFD TO BF TAkr\' AS 0 7 TIMI S TM COMPONI NT AND CLADDING I OARS I OR TI IF PURPOSI OF TIT] DFTFRMI\ING DI I I I CT10N IJ\FITS Hi RI IN 12 2\4 CONTi\'17011, I ATL RAL BRACT AT&0C 3 d COOLER NAILS AT 5 0 C GYP BOARD 2X4 BLOCK \AILrD TO FACIi BRACT A01114 10d NAILS 5 d C 01 R \Ail S (&7'0C IY4a20GA STRAP ,— SI D% —TRI TSS OR Ci nI\G JOIST 2 i0d NAILS \ AIIS G ABi r E\'D TRL ss CEILING BRACING GABLE ENDWALL 1/2" 0 (ARRIAGi BOT T(AIiIv)( 2 0"0( R ' NVASiTFR & NIT (TYP ) (TYP) BOLT PATTERN FOR FLITCH PLATE T, BLOCKING n ENDWALL RIDGE PLATFORM FRAMING ONLY ATTIC SPACE Bi OCKING 2 B wl S BACK (a 4 -0"0 C SECOND FLOOR Bl OC KIN1 6 2 BAYS BACK (d 4-0"0C FIRST FLOOR Bi,()CkING 2 B NY% BACK ( 4 0" O C FAS11 SZ - MII.F WIND SPEFD (MPI 90 1 100 1 110 1 120 STRI JCTURAL Sflt AI J IINCY I- I I- I F F I I F r I' IF MAXIMUM NAiL SPACING FOR 81) COMMON NAIL S (iNCHF S O C) f) 12 612 6 112 1 6 12 6 12 6 12 6 112 1 6 6 6 12 6 12 6 6 6 6 6 12 6 6 6 6 1 6 6 6 12 1 6 12 6 12 6 12 1 6 12 1 6 121 6 12 6 12 6 12 6 12 6 12 6 12 G 12 6 12 6 12 6 12 6 6 616 1 6 JT7T 4 4 6 1 6 1 6 1 6 1 (i 6 1 6 6 BOARD Sl 11 ATI TING MIN MJM131 R Of 81) COMMON NAIL S PFR SUPPORT 2 2 2 2 I 3 3 I RR303 3 Bathrooms Bathrooms water closet compartment, and other similar rooms shall he provided with aggregate gla7mg area in window, of not less than 3 square feet (0 279 m2), one-half of which must bo. openahle I XCI'P CION 1 he glazed areas shall not be required w hLre artificial light and a mechanILa) ventilation sN,lcm arse provided rhe minimum ventilation rates shall he 50 Lfns (21 6 I A) for intermittent ventilation or 20 Lfm (9 41 /s) for continuous ventilation Ventilation air fn)m the space shall be exhausted dirLctly to the outside RR303 6 Stairway illumination All interior and exterior stairways shall N_- pro\ ided with a means to illuminate the stair,, inLludmg the landings and treads Interior stasnaN s Shall be provided with an artificial light source located in the immediate vicmitN of each landing of the stairway For interior stairs the artificial light sources shall he capable of stn AT11IN(, illuminating treads and landings to levels not leas than 1 foot candlLs v NAIL S (l l tut) measured at the center of treads and landings I \tLnor stain a\ s DGF & FM D shall be provided w ith an artificial light source located in the immediate \ rctnity of the top landing of the staim aN Lxtenor stainv ays providing Ckt\G access to a basement from the outside grade level shall be provided with an SFA'\ts artificial light source located in the immediate vicinity of the bottoms landing of the %tainvay I XC EP I ION An artificial light source: is not required at the top and bottom landing provided an artifiLial light source is lo,ated directly oN er eaLh stair\\ a) ,"tion a d Q Z ATTiC ACCFSS RR807 1 Attic access In buildings with combus4ihlo, L(Almg or r(o)t ,onstruLtion, an attit, aLcLss opening ,hall he provided to attit- aivas that exceed 10 square feet (2 8 m2) and have a VLT1ILa1 height of 30 inLhes (762 mm) or greater Tho, rough -framed opening shall not be less than 22 inches b\ 30 inLhes (559 Trim by 762 mm) and shall be located in a hallwav or other readily aa,es.Snhlt- location A 30 -inch (762 mm) minimum unobstructed headroom m OIL attic space shall be prow idLd at some point above thL aLeCS, opening Sere §RM 1105 13 for access requirements where mechanical equipment i, located In attics " AIM1 " arM aLcxxrTrG FNDWALL arm. SIMV:cary '" nixji RESIDENTIAL CODE_ OF NEW YORK STATE. R3012 1 1 OESION CRITERIA COSTRUCTION IN REGIONS WHERE THE 13ASIC WIND SPEEDS FROM FIOURE R301 2 (4) EQUAL OR EXCEED 1 10 MILES PER HOUR ( 177 1 Km/h) SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING PLANS HAVE )SEEN DESIGNED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF / PA) - WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WIrCM) OR HOLDOVTN CONNECTION NOTIi ALL 871t"PP4Ci %NCHOR-4 HOLDOWNS R ADIIESIVIIS TO aF INSTAIJ-rO AS PER M/.NUyACTURBR8 S"CrFlc ATIONS ^ STMrsoN Hnv oR ^ a1MTSON ^ HDO• a LOCKTYo Q{) PN7JWALL 6d COMMON .ILS"6 Oc R FULL I-PNOTH anv 2-16d COMMON NAM41 (Q4 6" O C FOR TVLL LENO'TH OF STUD 7/t^ DIA '"MPADED ROD TMBLDDFr]' 12 1/s" /NTO CONC_" r W/ "S1MTrov AT (HT014 STRPNCITH PROXY ADIIEtTVR ) I 1 OR TFMP S OF 40- T USE "61MPSON " AT ( HIGH STRENGTH ACRILIC ADHESIVT ) rERIOR ZONE RIMr-=R ZONE .I3Li3 ALL ( EDOE ZONE ) NOTE 1 FOR GABLE ROOFS 10' TO 45' PITCHES 2 SEE FASTENING SCHEDULE A FOR NAILING IN EA ZONE RR502 12 Draftstopping required When there is usable space both above and below the concealed space of a floor/ceiling a,semhly, draftstops shall be installed so that the arca of the concealed space does not e%Lecd 1,000 square fctt (92 9 m2) Draftstopping shall divide the Concealed spacL into apprommateh equal arta-, Where the asvcmbl} is enclo,ed by a floor membrane abo\ a and a ceiling membrane belo%% draft, -topping shall be provided in floor/Leiling assLmbhes under thL following circumstance, 1 Ceiling is suspended under the floor framing 2 t'lo)r framing is constructed of tniss-t) pc open -web or perforated members RR5(12 12 1 Matcnals Drafts -topping matLnals shall not be less than 1 /2-InLh (12 7 mm) p psum board 3/8-mch (9 5 mm) wood structural panels, 3/8 -inch (9 5 mm) TvpL 2 -M -W partiLlehoard adequately suppoilLd Draftslopping shall be installed parallel to the floor framing members The mtcgnty of all drattstops shall be maintained RR502 13 1 irchlocking required I rnblocking shall be provided in vwood- framL floor eonstruLtion and flcx)r-eeilmg as%mhhe, to accordance; with RR602 8 RR602 8 F trebIOLking requirLd FirLhlocknng ,hall he provided to cut oil all conLealed draft opening, (`both vertical and honzontal) and to form an L1TLcti\c fire banter bLtweLn stones, and between a top story and the roof spacL l rn:blocking Shall be provided in \wo(xd-frame construction in the following locations 1 In conLealed space, of Stud walls and partitions, including fumd spaces, at the ceiling and floor ILvels Concealed hon7ontal furred ,pace, shall also be firehlocked at Intervals not exceeding 10 feet i (3048 mm) Batts or blankets of mineral or glass fiber shall he allowed as firchlockmg in walls constructed using parallLI mw s of stud, or staggered studs 2 At all interLonneLtions betwvCLn conLealed vertical and horizontal spaces ,uLII a, occur at soflits, drop ceiling, and cot e ceilings 3 In concealLd spaLes betty cLn stair stringer, at the top and bottom of the run I'nLlo,Ld spaces under stair-, shall complN with §RR311 2 2 4 At openings around vents, pipLs and duct, at coling and floor 1LN el, to resist the frLe passage of flame and products of combustion 5 for the fireblocking of chimneys and fireplace-, see; §RR1(X)l 16 6 1 irehlocking of cornice, of a hyo -family dwelling is required at tht- line of dwelling unit separation