The URL can be used to link to this page

Home My WebLink About30589-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32006 Date: 11/17/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 135 BOOTH RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 7 Lot 11 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 16, 2004 pursuant to which Building Permit No. 30589-Z dated AUGUST 24, 2004 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 SINGLE FAMILY DWELLING (MODULAR) WITH UNFINISHED SECOND FLOOR AS APPLIED FOR. The certificate is issued to JOHN M. & MARY MCCAFFERY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0158 10/24/06 ELECTRICAL CERTIFICATE NO. 2041290 09/14/06 PLUMBERS CERTIFICATION DATED 01/11/06 RADZIEWICZ PLUMB&HEATING th ri d S'gnature Rev. 1/81 yj Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 3 U6 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. �2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. �t4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. /Dk New Construction: Old or Pre-existing Building: (check one) Location of Property: 06TH 1> --50U?H0LD House No. Street Hamlet Owner or Owners of Property: ,),9dAl d 1AR`r' M CCR t-PEfe Y Suffolk County Tax Map No 1000, Section S7A Block G 77 Lot / I Subdivision �y Filed Map. Lot: Permit No. 3 0.5* / Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 7. (check one) Fee Submitted: $ ��.00 1 Applicant SignWaEV cd� 3�oo6 5 BY THIS CERTIFICATE OF COMPLIANCE THE ..CCC. C� NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 S CERTIFIES THAT 5 Upon the application of upon premises owned by 5 DANIEL WILCENSKI ELEC.CONTR. 'MCCAFFERY CCCc777 P. O. BOX 319 135 BOOTH ROAD SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 135 BOOTH ROAD SOUTHOLD, NY 11971 ee 5 Application Number: 2041290 Certificate Number: 2041290 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,modular house,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of September,2005. Name OTY Rate Rating Circui Type 5 Miscellaneous 5 modular house NY State approval# 19-28326 5 mfg-Westchester Modular serial#3148 Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 1 0 Smoke Appliances and Accessories Furnace 1 0 Gas Hydro Massage Tub(Therapeutic 1 0 Wiring and Devices Outlet 8 0 Fixture Fixture 8 0 Incandescent Outlet 2 0 General Purpose C Switch 4 0 C_,7 GFCI Circuit Breaker 1 0 20 amp Appliance seal tip, Receptacle 1 0 GFCI Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. s c� BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 DANIEL WILCENSKI ELEC.CONTR. .M 5 CCAFFERY P. 0. BOX 319 135 BOOTH SOUT OLD, NY 11971, SOU HOLD, NOYA111971 5 Located at 135 BOOTH ROAD SOUTHOLD, NY 11971 5 Application Number: 2041290 Certificate Number: 2041290 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: e Basement,First Floor,modular house,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of September,2005. 5 Name OTY >o Rating Circ i !,)Te 5 Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb 5 Meters: 1 C� 5 5 5S 5 C� seal 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 0 FROM : SOUTHOLD TOWN PLANNING BOARD FAX NO. 631 765 3136 Jan. 04 2002 09:17AM P1 g�fFO(k N Town ball,53095 Main Road0W* 4/ Fax(631)765.1823 P.O.Box 1179 Tacphom(631)765.1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Datc: Building Permit No. 305 1 Owner: C(faaIey (please print) D Plum Z�/G (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 bets Si P a to Sworn to before me this I 1 sc s�t� day of Idg-0, 200� _ FNotary fi;A iLICH hAs oT New YorkNotary Public, uCountyF71uaolic C'.punynjm,.n,'yr 22,200(2 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. 30589 Z Date AUGUST 24, 2004 Permission is hereby granted to: JOHN MCCAFFERY 20 PARKVIEW CIRCLE BETHPAGE,NY 11714 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH UNFINISHED SECOND FLOOR AS APPLIED FOR at premises located at 135 BOOTH RD SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot No. 011 pursuant to application dated JULY 16, 2004 and approved by the Building Inspector to expire on FEBRUARY 24 , 2006 . Fee $ 1, 093 . 80 / Authorized Signature ORIGINAL Rev. 5/8/02 �a AQ OF 804Ty_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE A CHIMNEYS[Qt,A] FIRESAFETY INSPECTION � REMARKS: CGM4 ��°'�` � DATE �� 7 �� INSPECTOR SON oryo6 3050 -2 ® TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: rI DATE S� INSPECTOR 3 0, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [X] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPEC _ 1 "N REMARKS: DATE INSPECTOR OF SO(/Tyo6 3 os8 9' z ®� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. Cwa.4�) ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � ok \ ` r DATE s-� bS INSPECTOR — 3 osyl z 765-1802 BUILDING DEPT. INSPECTION '[FOUNDATION IST [ ] ROUGH PLBG. If�l FOUNDATION 2ND [ ] INSULATION �/[ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / p 0 INSPECTOR/� I 1 1 • � ' 1 ' � • 1 1 / � � ROUGH PLUNMING ��II �_'� ��/� • • INSULATION STATE ENERGY CODE mos _ r _�- DADDITIONALCObUdENTS / y NO , %1 affw—, r�� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/16/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash J/ Total Paid: $10.00 Name: Mccaffery,John 200 Parkview Circle Bethpage, NY 11714 Clerk ID: LBOHN Intemal ID:98298 AUG. 1 i. 20G4 2:45PM CVL 71 RiVERHEAD N0. 280 P. 1 Commonwealth Land Title insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631)727-7818 LandAmerica Commonweatth CONFIRMATION Title No: RH04301565 Sales Rep: Tammy Swede Applicant: McNulty- SpieSS, PC Order Type. Informational Date of Application: August 5, 2004 Attorney for Buyer/Borrower ATTN: John R. McNulty, Esq. McNulty - SpleSS, PC 214 Roanoke Avenue - Box 757 Riverhead, NY 11901 Phone: 631-727-8200 Fax: 631-727-8262 Record Owner(per applicant) : John M. McCaffery Premises., 135 Booth Road, Southold, NY District: 1000,Section: 054.00, Block: 07.00, Lot(* 011.000 County of: Suffolk T/O Southold TRANSACTION: Single&Separate WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS 16 A REFINANCE WITHIN TEN (10)YEARS, YOU MAY Be ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS Confirmation Page 1 of 1 " --AUG. 11. 2004' 2:46PM CLTIC RIVERHEAD N0. 280 P. 3 File No: RH04301565 Commonwealth Land Title Insurance Company ISS old Country Road,suite 2 Riverhead, NY 11901 phone: (631) 727-7760 Fax, (631) 727-7818 ComLica mmelrolmeaatdi SINGLE AND SEPARATE SEARCH TITLE NO: RH04301563 Effective Dateh lune 14, 2004 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HIREBY CERTIFY TO: TOWN OF SOUTHOLD AND McNulty- Spiess, PC 214 Roanoke Avenue-Box 757 Riverhead, NY 11901 THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from date to ascertain the fee chain adjacent thereto and as found only the ret urns as le se btogrth htheerein on the following pages s they bearemises described herein and the r on record title; and Certifies that the ownership as defined by lawners of uhe promises described duriing this period of time,ein have owned the same in excep as otherwise shown herein and separate This Company's liability is limited to Twenty-five Thousand ($25,000,00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 135 Booth Road, Southold, NY District: 1000,Section: 054.00,Block: 07.00, Lot(s): 011.000 County of: Suffolk TIO Southold Commonwealth Land Title Insurance Company BY Catherine King Vice President Title Number: RHO4301565 Dated: lune 14, 2004 Single and Separate Search Page 1 of 6 T�AUG. 11. 2004 2:46PM CLTIC RIVERHEAD N0. 280 P 4 File No: R1404301565 CHAIN OF TITLE FOR SUBJECT PREMISES District: l000 Section; 054.00 Block: 07.00 Lot: 011.000 Grantor: Clement W. Booth Grantee; John M. McCaffery Dated: 1/6/1970 Recorded: 01/09/70 Liber: 6688 Page 44 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 11th day of August, BY: 2004. Catherine King Vice President -�• Notary Public I,Is � BrA,iIP.TI single and Separate Search �� "LO� WAdNarYal; 6116f1E iMU1"4'W —AUG. 11. 2004 2:46PM CLIIC RIVERHEAD h0. 280 P. 5 Fie Ho:RH04301565 Chain Of Title For Adjacent Premises North BOOTH ROAD Commonwealth Land Title Insurance Company Subscribed and Sworn to this lith day of August, BY 2004. Catharine King ^ Vice President Notary Public LOLM sw aiaiNW14 t Single and Separate Search tq a cs AUG, 11. 2004 2:47PM CLTIC RIVERHEAD N0. 280 P. 6 File No. RH04301565 Chain Of Title For Adjacent Pises South District: 1000 Section: 09.00 Biock: 06.00 Lot+ 019.000 Grantor: Philip M. Reinhardt and Lefferts P. Edsan, as administrator of the Estate of Golden A. Jennings, late of Southold, who died intestate on the 18th day of February, 1975 Grantee: Herodotus Damignos Dated: 7/23/1981 Recorded: 07/28/1981 Liber: 9403 Page 9S Grantor: Herodotus Damiignos Grantee: Sally Ann Guido Dated: 11/28/1994 Recorded: 12/09/94 Liber: 11705 Page 996 Grantor: Sally Ann Guido Grantee: William R. White and I. Elaine white, husband and wife Dated: 7/7/1999 Recorded: 07/16/1999 Liber: 11976 Page 529 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 11th day of August, By. 2004. Catharine King Vice President 7_,/ Notary Public Single and Separate Search 's rya* 1bp 20"Maache'. 7 AUG. 11. 2004 2:47PM CLTIC RIVERHEAD N0. 280 P. 7 kite No-.RM04301565 Chain Of Title ForAdjacentt Tmises East District: 1000 section: 0'7.00 Block: 07.00 Lot: 012.000 Grantor: Vilma F. Bergane Grantee: Elena M, Bergane Dated: 12/21/1978 Recorded: 01/03/79 Liber: 8561 Page 482 Grantor: Vilma F. Bergane, as executor of Elena M. Bergane, Suffolk County (Suffolk County Probate No. 434P98) his wife Grantee: Jeffrey Bonomo and Dana Bonomo, Dated: 8/13/1998 Recorded: 08/21/98 Llber: 11912 Page 533 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 11th day of August, B 2004. Catharine kn9 (�, Vice President Notary Public 10 �� OcYaoakMIMMi��,_, Single and Separate Search ovale a,�im/ 'AUG. 11. 2004 2:47PM CLTIC RIVERHEAD NO. 280 P. 8 File No: RH04301565 Chain Of Tide For Adjacent remises West District: 3000 section: N,000 Block: 07.00 Lot: 010.000 Grantor: Clement W. Booth Grantee: George T. Conway and Mary Anne Conway, his wife Dated: 11/26/1965 Recorded: 11/29/65 Liber: SS67 Page 229 Grantor: George T. Conway and Mary Anne Conway, by George T. Conway, attorney-In-fact Grantee: George T.Conway Dated: 6/13/2001 Recorded: 10/25/01 Liber: 12149 Page 255 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Swom to this 11th day of August, By 2004. Catharine King Vice President yi ` Notary Public UJA IL FIX a• Single and Separate Search Pa161 New Yak ossidelip� Lavch STO TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health fo-01 0138 SOUTHOLD,NY 11971 4 sets of Building Plans >4�5 TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 1�05" Check Septic Form N.Y.S.D.E.C. Trustees Examined t .20 04Contact: /� ,/�_�, Approved 20 Mail to:6 /r/,5 40�t-S Disapproved a/c 10m,mAseSf '' 4lA4, /flj Phone: M t/g Expiration_ ,20� Building Inspector APPLICATION FOR BUILDING PERMIT Date G 20v / INSTRUCTIONS —1— a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in par', for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. \ f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housin code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. rgnature of applicant orWaAe,if a corporation) Jul-_ r 6 2V Q KOK 0- -J (Mailing address of applicant) / 7y ' D State wheth licant is owner,_ essee, agent, architect, engineer, general contractor, electrician,plumber or builder (5;"A Name of owner of premises %bfA FL) M. M`CAiFpo_P y (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. G 9 q 00 8 Plumbers License No. q 2- Electricians License No. 3 ' Other Trade's License No. -1. Location of land o w 'ch r pos work will be done: I3K P 0 House Number Street Hamlet CountyTax Map No. 1000 Section _Block 0 -7 Lot_1 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of p ses and inteMded use and occupancy of proposed construction: a. Existing use and occupancy //�/p► b. Intended use and occupancytiG�e ��y 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost�(,��Q(� Fee (Description) (Tobe paid on filing thi application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height I Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 9LO Rear 5— Depth o2 U If Height QQ Number of StoriesJA_ 2 � 7 9. Size of lot: Front �3�i Vw `/ Rear �2 Z, Depth 9 10. Date of Purchase /f&q Name of Former Owner G. _Bq;® 7-J.t 11. Zone or use district in which premises are situated koz �- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO_,�_ 13. Will lot be re-graded? YES_NO_X_Will excess fill be removed from premises? YES_NOI�C 14. Names of Owner of premise /4 Addres u Phone No'� Name of Architect AddressPhone No Name of Contractor Address Phone No. 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 MAYBE REQUIRED. b. Is this property within 300,feet of a tidal wetland? *YES NO * IF YES, D.&C PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property) . 17.if elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFI 1 je)A4 MA4 c 04 ma: Y being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,n (S)Heisthe l ZW_11?gCT61? (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of J U,vL% 20_Uy Sj6b � Notary Public Ll Signature of Applidhnr C/ CHARLES SASS' CHARLES SASELLA fiofary Public,State c`.1 State of New York 01SA60610�% NOtary Public, FC;ngs Gr No. d in Kings COO G;uelified 1� . 1 Qualified In Kings County Usion ExPres rtes JO W,2W7 Gomm^ Commission Exp' .L � JHT--� - MID C I - tr J Applicant/ Date. Owners Name:.. =may YYl 1��✓�.�-�-�► _ Revie�Ned: Architect/ Date Cagit)eer: T_ �� Submitted: 7 SCTM #: District: 1.000 Section: ��1310ck: _ Lot: Project �-jj n n Subdivision Location: 3S 8i-,r—aName: t $igle&separate Required ` certification: (Yes f No) ry Req. ��,, r , Req. < Coning Qislricl�! nLAV�eF-- ILot size: �l'[ld�R7 Actual: f 1 [Lot cuvcragc NrutxisrdL ) Req. Req Irmn(Yard -0 L) Proposedr�t Its [Side Yard Proposed:_ [Rear Yard Pro sed Project Description: . .. . ... . . .... AGENCIUMMM Permit'. RFQUIR>ED FOR REVIEW N.A. NO YES t Suffolk County Health Dept. New York State, D. E.C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: y ' +f 1 I, SUFFOLK CQUNTY DEPARTMENT ,F HEALTH SERVICES CERTIFICATE OF CARBON MONOXID� :ALARM INSTALLATION lectricut Ins ecriat Agency/town Electrical Laspecror _ � 1 Na f Inspecto Bu�si�ness Name&Addie p ([tQts'fliJats� f pal " Telephone: -----�,lE� Zia-2217 -3?0o i Health Department Reierence Numb : Tax Map Numbel: District Section Block(s) Lot(s) Dwelling lucatiun Address: Z§ G U n•.•.:, tuwnurAgunizagcutulcacuutC: Roc l,m Pass (Datdtnit.): Proal Pas; U:.;eriniU: Q a� Vo.of AL•unps insul;.d: / 8 _[ I CETTIFY THAT ALL OF THE,FOLLOWING ARE TRUE: • Carbon Monoxide Alarms have been installed on each level where sleeping quarters are located,AND • Ail alarms hat a been installediv ccordance with Article 10 of the Suffolk County Sanitary Code and the Carbon Mcnomde Alarm S andards, including: All alarms are UL20:4 I sled (Latest Edition),have u digital display, have a reset bulnon, and have a feature to display the ma:umum carbon monoxide concentration recorded since the feature was last reset, AND All alarn;s hase been drc tly connected to the lighting circuit with.no intervening witches,AND • All alanr,s hate been te4ed and found to be operational,AND I am empluyed by an aigency that is currently approved to perform electrical Inspections in the fowtvlr;'.Lige Ladjng •• jurisdicti"I'. • 11 this certificate i, ter a MUL'111 LE DWELLING, Carbon.Monoxide Alarms have been ins elied: In all s:ecping rooms srrIved by a centralized system supplying air for cooling, heating,or ventilation,AND In ea;h sleeping room co�^ntaining a fuel fired appliance,AND In all dwelling units and sleeping units sharing a common wall with, or located directly above or baio•v, a roam containing a centralized 4ruel-fired appliance,AND In a .orridor serving dNv cling unit=or sleeping areas within forty(40) feet of all doors to those units and the corr!dur also serves a turn oontainm, a fuel-fired appliance. fillo Statuceof I;;spectur) (Date) (Printed Name (License NuberFalse swteme;.ts made herein an• wnishable as a Class A misdemeanor wrsuant Sec445 of:he Neu York Stale Penal Law I CERTIFY 11 FROM MONOXIDEHAI' HIS D 1 CLLIAUSE ALL OF IHE FOLLOWING AI�KI•'712UFNT TO INSTALL CARBON • I ncre are no ria burning applia4ces installed,AND • Tncre are nc gartles attached tolthe dwelling,AND • Tnr dweiim ,sas an electrical I heating system. } Printed Name) (License Number) --_signature A Inspector ) I (Date) False statements made herein ar wnichable as a Class A misdemeanor pursuant to Section 230.45 of the New York State Penal Law THE O1t1GI NAL SIGNI ll COPY OF THIS FORM MUST BE UBMITTED TO TUE SU'F'FOLK COUNTY DLPARTME T OF HEALTH SERVICES IN ORDER TO RECLIVE FINAL.APPROVAL • i itWt1'N1 075(Rev.IMI) TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET j VILLAGE DIST.1 SUB. LOT RMER OWNER NG' E /�e� ACR. FO ' S IJIL# W,,� ^ . _ ___ TYPE OF BUILDING. ?7 4 PES. ' SEAS. VL. FARM COMM. CB. MICS. Mkt.Value LAND .. IMP. TOTAL DATE REMARKS -_ e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD, 3 q Meadowkmd DEPTH so House Piot BULKHEAD �2 3 / �� 07�• Total DOCK mKn BEST MODULAR HOMES M==% as fzx as 496 comity no"39-aon a 3. Oouthampton,1tt 11966 Phone:(631)304.0046. Pas("1)204-1534. , ® aman:Maf pdi7F1'�m I'lWast or a, -haatme6WW.eom I ', I 1 August 24,2004 2 4 M VIA FACSIMILE 631 65-9502 ^, TO: Pat Con din Town o Southold Building Department FROM: John Di itefano RE: McCaff,Ty New Construction This is to assure you tb it: 1. Smoke Detecto s will be installed inside and outside the Master Bedroom and any sleeping area,a id in the basement; 2. Shutters will bg in compliance with 1609.1.4 of the Building Code; 3. Plumbing drain pipe(s)from basement will be 4"diameter. We hope this proves st 5cient to answer your concerns and respectfully would like to point out that the State of Ne v York has already approved these plans and found them to be in total compliance with applic ible building codes. However,we are happy to provide you with any paperwork you deem n cessary in order to process this permit. t0 39Vd S3WOH HV-r OW 1339 8ET9zeM9 80:bT b00Z/bZ/80 a. STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1 223 1-0001 GEORGE E. PATAKI December 11,2003 , ' RANDY A. DANIELS GOVERNOR SECRETARY Or STATE Mr.Michael Hatcher Westchester Modular Homes,Inc. 30 Reagan Mill Road Wingdale,NY 12594 VIA FACSIMILE TRANSMITTAL RE: M 0659-02-058 System approval- CONDITIONAL As modified per M 0659-03-070 approval Dear Mr. Hatcher: Issued herewith, in response to your October 16,2003 application for approval of modifications of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designated M0659-03-070, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. This approval constitutes integral part of your approved system designated M 0659-02-058. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B,C or DI for Detached One-and Two-Family Dwellings and for Multiple Single-Family Dwellings(Townhouses). 2. The basic wind speed of a locality is: 2a.Not more than 120 mph for Detached One-and Two-Family Dwellings. 2b. Less than 110 mph for Multiple Single-Family Dwellings(Townhouses). 3. The ground snow load is not in excess of 70 psf. as determined in the Residential Code of New York State(RCNYS), an inclusive volume of the Uniform Fire Prevention and Building Code(Uniform Code)incorporated wholly by reference. Supplemental Conditions of Approval WWW,DOS.STATE.NY.US • E-MAIL'. INFO@DOS.STATE.NY.IIS Mr.Michael Hatcher December 11,2003 Page 2 In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State.Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from,and egnsistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1.A set of drawings comprising at a minimum: 1.1.lCover sheet which contains information on: -Project location -Design criteria listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads, etc. -Applicable building codes and design specifications -Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition.Method of compliance and pertinent documentation shall be provided. -Occupancy classification - Construction type classification -General notes -Index of drawings -Manufacturer's title block -Certification,by design professional,of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and.provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system -Special requirements addressed(such as sliding,drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4.The system conditional approval is subject to termination upon evaluation of compliance with the ` Mr.Michael Hatcher December 11,2003 Page 3 provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Westchester Modular Homes and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans.The reconciliation of fees associated with this approval is provided as an attachment to this letter.A copy of this letter,without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E.Piester,R.A. Director Division of Code Enforcement and Administration Enclosure cc:Richard Wenner,PFS Corporation File 03-070CAL.wpd Permit Number .REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.5 Release I Data filename: H:\Check\REScheck\03148.rck PROJECT TITLE: 403148 COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 ort Family HEATING TYPE:Non-Electric DATE: 05/19/04 DATE OF PLANS: 05-18-04 PROJECT DESCRIPTION: Chatham C OF NEW YQ DES]GNER/CON TRACTOR: Westchester Modular Homes. Inc. A COMPLIANCE: Passes Maximum UA =292 4 Your Home UA =247 NR rt�pP 15,490 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Raised or Energy Truss 1549 35.0 0.0 39 Wall I: Wood Frame, 16"o.c. 1338 19.0 0.0 68 Window ]: Wood Frame:Double Pane with Low-E 129 0.330 43 Door 1: Solid 40 0.280 11 Door-': Glass 40 0.330 13 Floor 1: All-Wood Joist'Truss:Over Unconditioned Space 1549 19.0 0.0 73 COMPLIANCE STATEMENT: 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 New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page.they are attesting that to the best of his'her knowledge. belief. and professional judgment. such plans or specifications are in compliance with this Code. Builder Designer Date 46__ 0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE: 05/19/04 'PROJECT TITLE: #03148 Bldg. Dept. Use I Ceilings: [ J I. Ceiling l: Raised or Energy Truss, R-38.0 cavity insulation Comments: Insulation must achieve Rill height over the plate lines of exterior walls. i Above-Grade Walls: [ ] I. Wall l: Wood Frame. 16"o.c.. R-19.0 cavity insulation Comments: Windows: [ ] I. Window 1: Wood Frame:Double Pane with Low-E. U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] I. Door l: Solid, U-factor: 0.280 Comments: [ ] 2. Door 2: Glass, U-factor: 0.330 Comments: Floors: [ ] I. Floor I: All-Wood Joist'Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ J Joints. penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J Recessed lights must be 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly j with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the wane-in-winter side of all non-vented framed ceilings, walls. and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ J Insulation R-values and :lazing U-factors must be cleark marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds, gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York Cit) Building Code .as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] i All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Witter Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circu atm. Runouts vcu atm- ams and Runouts Temperature(F) p to p to .25" 13 to_. ver 1 /0-180 b3— TT— TT— 727- 140-160 0.5 0.5 1.0 1.5 '100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran_e( F) _" Runouts an ess ._.) to_ 2.5to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 IS 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water. Refri_erant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 56--0- BUILDING DIM 56'-0" TYPE II SHEARWALL 6" OC EDGE NAIL SPACING 3375# 3375# was rN9aeea-sw a4s A4ir L __ Y FAMILY ROOM O J A J a z KITCHEN < Z 3 � 0 < U w a < a -------------------------- O = N N J 3 Z w Z QD Z w w 7 Q V m 1 . B 3 i0 c i MSTR BDRM DINING ROOM I LIVING ROOM i i Jos Jme Jose Joss 3375# 56'-0" TYPE II SHEARWALL 6" OC EDGE NAIL SPACING 41'-0" 15'-0" BUILDING DIM BUILDING DIM DESIGN LOAD PERFORMANCE REQUIREMENTS FOR WINDOWS AND DOORS ® HOLDDOWN LOCATION EXPOSURE CATEGORY= B MEAN ROOF HEIGHT= 20 HEIGHT B EXPOSURE COMPONENTS DESIGN LOAD BUILDING ZONE EFFECTIVE AREA ADJUSTMENT CLADDING LOADS- PERFORMANCE am,....I SHEAR WALL ELEMENT COEFFICIENT TABLE R301,2(3) TABLE R301.2(2) REQUIREMENT 10 1 25.9 -281 259 -28.1 WALL 4 20 1.00 247 -26.9 247 -26.9 03 - 148 50 1.00 232 -254 232 354 100 1.00 22.0 -242 22.0 -24.2 ° °° 259 .34.7 25.9 3a7 FIRST FLOOR WALL 5 YO 1.00 24i .324 24] -32.4 50 1.00 23.2 1 -29.3 232 .29.3 100 7.00 22.0 1 -26.9 1 220 1 @6'9 WIND LOAD NOTES: DESIGN PLAN 1) DESIGN PRESSURE RATING FOR THE THERMATRU DOORS AND ANDERSEN WINDOWS IS 30 2) MEAN ROOF HEIGHT IS 18'-0" WE-STnu ESTER M-0 -ULAR90YES, INC. 3) THE FIRST FLOOR CEILING HEIGHT IS 8'-0" 30 REAGANS MILL ROAD WINGDALE. NEW YORK 12594 '� TEL (845)832-9400 FAX (845)8324598 Engineered Shear Wall Design: McCaffrey Residence Location: 135 Booth Road, Southold, New York Building Level-Main House Wall height- 8 Stories at this level per WFCM 3.1.3.1 2 Wind Speed-Fastest Mile 100 Roof Pitch on 12 12 Exposure B Max Shearwall aspect ratio for wind Table 3.17D 3.5 Min Segmented Shearwall length 2.29 Seismic Design Category8 Max Shearwall aspect ratio for Seismic Table 3.17D 3.5 Min Segmented Shearwall length 2.29 Min WSP sheathing thickness per WFCM 3.4.4.2 71W Min gypsum thickness per WFCM 3.4.4.2 112" Nominal wall shear strength lbs per linear footforwind 422 Wind loads per linear foot Tables 2.5A and 2.58: -Roof Span 27.7 Roof Load in plf-Uses roof pitch of 6:12 185 185 125 125 Floor Load in plf-Uses max span of 36' 205 205 285 7285 Base varue assumes Bd common nails Wedge Since SDC is B Wind governs design Load Parallel Load Perpendicular To Ride To Rid e Front Rear Left Right Segmented Shearwall design:Wind: Type I Shearwall dimension line 56Z 56:0 27.7 27.7 Length ofwan perpendicutar to wind 277 27,T 56.0 560 WSP ed a nailin -Wind B 6 6 8 Tabulated of fullheight-sheathing-Wmt-6° 12:8 128 27.2 27.2 Wall h ' stmentfactor-as perTables 23*$2. t00- 1-:00 1.00 1-60 Shear Wafhatustment factor-per Table 3.17D- 4:00- 1:00 1.00 "0 Exposure mant Factor-as erASCE-7 - 0-70 t}76 0.70 @70 e.k. o lc o.k o-k Perforated Shearwall design:Wind: Type II Maximum-Unrestrained Opening Height 6.7 6.7 6.7 fi.ff Percent full beight sheathing 51 56 89 100 Perforated 1 h increase factor Table 3.17E 1.41 1.36 1.07 J 1:rf0 o.k. o.k. o.k. v.k. OK to use perorated shearwall on first floor McCaffrey Residence Prepared by Anthony S. Pisarri, P E 41T0120U4 Page T Holdowns for Overturnina Resistance Building Level:2nd floor Wind Requirements: front Rear Left I Riow WSP-Perimeter Edge-Nail Spacing-wind 6- 6 6 -6 Tabulated hold down-connection capacity- 3375- 3375 3375 3375 ffold down 2dustment as ir Table 3-.171? T.00 1.00 Ir.DO LOD ..............—x' NO Lateral Shear and Uplift Connections: Stories this level per WFCM 3.1.3.1 2 --F--2—T - 2 2 "I f -Boft spacing for-w1hic&I'shear and lateral Iloads-Table 3.2A 36- 36 - 36- 36, * 7 S c 7T MaxBolt S. d4nu fo, uplift-Table 32B- 72 72- 72 *Note: Max Anchor Bolt Spacing is 72" o-c McCaffrey Residence Prepared by Anthony S. PIsarri, P-.E.4/1W2004 Page 2 SURVEY OF PROPERTY$u;.-F"-- IV D SITUATED AT CQ(,ra1LY SOUTHOLD X21 AUS -6 �I:I�I: 58 TOWN OF SOUTHOLD.,;. TEST HOLE DATA SUFFOLK COUNTY, NEW F1'E' r, "rl SE 'J (164F ME OW 9/ ON OCMGM 1a 2000) S.C. TAX No. 1000-54-07-11 " I ;`,% i;1.;�LES a SCALE 1"=40' 11 am s"0wl f1O1 Ww 0l SEPTEMBER 21, 2000 ta• Ai1MW 1. 2001 AMM A011111O11IL 4UIWOUIUNC hats t CESWOOLS ! IMM PROs. OEM M.Loaam AREA 19,715.56 sq. it. 0.453 aO. EROw1 WNW AT M E$RTIP78D T0: JOHN M. MOCAFFERY MARY A. MCCAFFERY Al : I L - f. iriwwlt LIMOwRIw iM1 lOY!l4vM� t0 • • OR01111 RIE L OIIC 4118 A t TO 4 ENO= MOtlt i 1400 OM161R � { y►• ♦� `�t� c9 7 ' 10 tin" m o i u r rar a t r-f0rr ow L r=LM0 OTEIEE FOE A 1 10 4 E4MOY MMQ i]M M 0 ZN ML AWA..." t nis1: tr imt r k too • � 2 TME 4 P ` iiiEEulFiils OEwR1aMCM Ax IEir 1w0 'row � CC Q ' SW MRCO*w OLFART auTOF NLALTN Sums Pow FbR APPROVAL OF CONSTRUCTION FOR A ftwit Farcy Rssmwc ONLY ►,� sb te 'a 2 r T i} Iwl iw.�irf APPROVED A �• s FOR Mmwua OF � asww" a� uaa !bR�111rF►ARY 3Y9�EU1 ,M9a� o E7RIRE'f TNRM MAN FROM M'PB 9F APER & i V jog �b 496 Vo �A'1 •et� � aY _ty�.[� O, � '�� A lw lwR1�i A GE M4gM0 IMLIMLi� q i p1 i`�{V^r'y41�c1� a0�O 1E lv twO 2Mf MAr L}1s")h A. hVegno � IM�00 DELL ER WiiiVF/E i � ar M�--- Land Surveyor arm �� " iRY s•w. -911.E1E. - 31Y Pr. - ai.ElEw 1,.M ■c Mg1E (utpn-,aii Fa ({31PW-IM ��i��miE�aes loiw Ar rA A I= R ac"MMwk�Riw wamMd w]M 1�1Mt-om 'f SURVEY OF PROPERTY SITUATED AT SOUTHOLD Qy TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 3 S.C. TAX No. 1000-54-07-11 SCALE 1"=40' SEPTEMBER 21, 2000 M1GM 1, 2001 ADDED AOORIOwi- 0018 YELLS At CESSPOOLS t FOOM PROP. SEPTIC M. LOGTgN m & 200: WOW MPOSM HWSS DECOMM 20, 2W UNDER CONSWJCM 11 sums I � AREA s 19,715.56 so. 1t. 0.453 a. 4 '� c �JQ , 0 9"�� ► � CSRTIFYED T0: JOHN M. McCAfTERY MARY A. McCAFFERY TOW i ♦ �J. . . ' COs <OA \ 10. I Ng, A.k Intl , bompo'°, surveyor sr Plan - ca.u.orn Lwow ��S.G ,.., °�nM ,ilNtsia . PNOIE (as11Tn-2M0 F« (431)729-1727 9F MW W IMAYS ON=LMAS Al UK"A70M��Yi IOY sIWAN1Fm. ]7! IRY6KE P.D..M "3 MFJOIF/D..Nw Yak ak 1111 iw901 MlaoC. Nn Yak 11991-09M7 SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD — — i SUFFOLK NTY, NEW YORK S.C. AX No. 1000 S 1000-54-07-11 T0.`.:___r -- SCALE 1'=40' SEPTEMBER 21, 2000 AUUUST 1. 2001 ADM A0DrnD NLSUPWOUNOW a&Vimu� TICl{ PW. SEP .SM U)CAU OeCONER 7D. 20a owes CONNUCTION SURVEY ,( AREA = 19,715.56 sq. ft. li14 0.453 a. Gp p`S� CERTIFIRn TO_ JOHN M. MaGFFERY pg �S 6y s 4 OO MARY A. MCCAFFERY A VIP Los } F i co O .�►g�, �� 5� 3 !?� S O opt .. u.una�co nlo.m■on.au.o. q� � m ne aAIEv■A noul■■a �+ 50 �. Ya�a■[Nm■I a� W iw -A. haegno � $uryAypt mEAVrC 0� INE wm in ■NL�■IMIr ��p}i1�RFf PHONE (UI)127=1066 Fm (63))M-1727 all EROf m*rmT m 0 L OF/Ira LOGI7E0 AT MEM AWNX321�„gIREAnmm Era�rt llol M,.Mob Ir►xw 12761 J SURVEY OF PROPERTY SITUATED AT `Rc SOUTHOLD TOWN OF SOUTHOLD TEST HOLE DATA SUFFOLK COUNTY, NEW YORK (MW HOLE DW n rOMMUMMM a" 0CM8M t6. 22001 S.C. TAX No. 1000-54-07-11 0' SCALE 1'=40' a~` somm SANDY LOAM a SEPTEM6ER 21, 2000 10 ALM= 1. 2001 ADM Aa01110ML AMM lot t�V'OOIl ! IIE" m 7712. Saw SM Icolalam $ - �1�E 0. P�OPO�D 1a1AlE AREA = 19,715.56 sq. H. sow, SANDY xT ML 0.433 ac. CERTMED TD: -LA JOHN M. MoCAFFEftY o � o WARY A. MaCAFFERY AIM= GROW FINE Yom$ �T �~! • GCt i M p Amp d► �M• �� f ; TO MAMA s w RIM WOW i rssame>rw lasxoao PON A A I TO is 4•11 BsoOr tlorSa r tAss Muaa A �` T tAlb t ••- r M S YW Ir sm. mOr dl 1 FOR 11W. f-7' A / 1 MONISM NOr ]IO y R>!NAWL �� y9? 2e f x004 tY a , s• •1a Om PSP ®t0 IQwM POOL _ ,p O •.M IEGN1ar O OWd Alr Nw00{a AMR 1M AE FNS* "ILD aslasslllar rw/as au aeaw near axon. 00 ti 1 0 10,�G 4+ d� ti IN INS *AC�Gd+ AM yttia, ploy yoo Q �4 �Q��O A. MLYM Lie. ML y �9A.4L a`s ''• u.11x..® Law.�xpuAxayAawx O� SSS L"�{�.'y.ff ♦ 7�a�11[1!r 1q�fTAE kVWm _- . •tea QK lat Rafe �� A IWiMEMM09 MAX Land aStrYeyar r�.✓ lam'^isM AY. SW WO - Sd*A n - ill.F.„ - Cwmkwtn ,qce M10, fwtmmm ("lym-M Fife (631)777-100 Aw r M Erma. arRM 10011®Al MOM ANIMS SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-11 SCALE 1"=40' SEPTEMBER 21, 2000 AUGUST 1, 2001 ADDED ADDITIONAL SURROUNDING WELLS & CESSPOOLS k REVISED PROP. SEPTIC SYS. LOCATION JUNE 8. 2004 REVISED PROPOSED HOUSE DECEMINR 28, 2004 DOER CONSECUTION SURVEY FEBRUARY 14. 2000 FETAL SURVEY AREA = 19,715.56 9q. ft. 0.453 ac. �IG� 6 GG O CERTIFIED TO: 6wj JOHN M. McCAFFERY ' MARY A. McCAFFERY Sr A h, ti 1I HNN Nc I 9991Cf�f�rjpo v 3 A N0IAND S {rte y'?& V6VGq * - d y e Gf Ip N.Y.S. lic. No. 49088 TTTTpppp • �7 Qo 4v� �• ulwlNd®M.RMIgM a1 ImnpM ch "4y ♦- m Tli 91 a A M NEM YtN aF 'K V 1# ♦ gCNfM 12 09(Ii 111E N mAt SfAIE IRR ll� Josep A. Ingegno 40�� M we E u e,uYEH99 EAL W L Surveyor Al L M C YE a9.ea® m AWW Vd1AtE OH►f. (>a19WWO HHIDVFD IHRW fWl■M aaY m TIE 19ADN FOR MIRY RE OIONLEY s noFs,no a Ns 9awE m Rc G p Ct•i.I. .9Y9..R Zle No 794 A„ry. - &**,MImE _ su Pim. - CMN&L.Um ,you, 4 11Li I<gG01 11�N�I4 MO !1 m nc A_®a Nc uR it rR- �,�1 mInIL®R.caWls AIE or,l.l.o..c niDNE (x71)727-2ao FR>< (631)727-1727 4Y M OF 9MY9 OFFICES LOCATED AT MUM ADDRESS a G90OIF9 i R100R8. i a . "N SHOWN ARE ER 9EAWMRFD, 322 ROMORE NOE" P.O. Sm 1971 R WEEN A9. Mm Yak 11901 R mhead, Nm YWk 11901-OM SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-07-11 SCALE 1"=40' SEPTEMBER 21, 2000 AUGUST 1, 2001 ADDED ADDn10NNL SURROUMING WELLS t CESSPODLS a REVISED PROP. SEPTIC M. LOCATION JUNE S. 2004 REMSED PROPOSED HOUSE DECEMBER 28. 2004 UNDER CONSECUTION SURVEY FEBRUARY 14, 2006 FINAL SURVEY 0' GG�4%' •. :. '. AREA = 0.4535.c6 sq. ft. CERTIFIED TO: JOHN M. McCAFFERY MARY A. McCAFFERY a "I " " > :T 0-u5A.LTH SERVICES o C2 Gv1i ,.. L✓1i�•�JI © `' No _.�Stl-_&._d sYW r ! , * a1 LN toc -1 have been Q 1 p0 1 ve V - I u..caSler e�c6es and found to Nn �. <a ` ' • ., OTIICe cri VA °�geTnent * y� <aL vo- ti ,�, `td: � •4� \� 901 '� 0mo ' LIALs so9E 99 dE � r e 0 9*4 5',1,�I" N.Y.S. 1x. No. 49888 0�'�',`d�5 p uwRNu®KlewsloN GO ina9o. A"Is VAIM 6 A MDAMIN W $� NOW =<A,E Joseph A. k� e o N OF .: eP 9 FW, %P m Land Surveyor MINISNOMI 9«I.MN R EA Y 171Y Suwp - StlsAtlsVM - SY PNro - QwMbIM9on LOTaut WE M 1111O1k Mc NaIRII:.c. PHONE (931)727-2090 Im (637)727-1727 1 ATH�E/6 OF RWF 9F Mn OFFICES LOCATED AT MIUNG ADDRE53 �, NIY, IOF'NIWII Mt aY9MM®, 322 RMUME MVEMIE P.O. BOX 1931 ANDRIEN), Now York 11901 RKWINA Nw Yak 11901-OM r to ii ' STATE OF t4EW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-000 I GEORGE E. PATAKI December 11,2003 RANDY A. DANIELS GOVERNOq ' SECRETARY O-STATE Mr.Michael Hatcher Westchester Modular Homes,Inc. 30 Reagans Mill Road Wingdale,NY 12594 VIA FACSIMILE TRANSMITTAL RE: M 0659-02-058 System approval-CONDITIONAL As modified per M 0659-03-070 approval Dear Mr. Hatcher: Issued herewith,in response to your October 16,2003 application for approval of modifications of a Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designated M0659-03-070, as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. This approval constitutes integral part of your approved system designated M 0659-02-058. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B,C or D1 for Detached One-and Two-Family Dwellings and for Multiple Single-Family Dwellings(Townhouses). 2. The basic wind speed of a locality is: 2a.Not more than 120 mph for Detached One-and Two-Family Dwellings. 2b.Less than 110 mph for Multiple Single-Family Dwellings(Townhouses). 3. The ground snow load is not in excess of 70 psf. as determined in the Residential Code ofNew York State(RCNYS), an inclusive volume of the Uniform Fire Prevention and Building Code(Uniform Code)incorporated wholly by reference. Supplemental Conditions of Approval WWW.D05.STATE.NY.US • E-MAIL: INFO@DOS.ST.ATE.NY.US Mr.Michael Hatcher December 11,2003 Page 2 In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State.Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1.A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: -Project location -Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads,etc. -Applicable building codes and design specifications -Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block -Certification,by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and.provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFC Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system -Special requirements addressed(such as sliding,drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4.The system conditional approval is subject to termination upon evaluation of compliance with the ' Mr.Michael Hatcher December 11,2003 Page 3 provisions of the Uniform Code. 5.The Division will conduct quality control-eview of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Westchester Modular Homes and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans.The reconciliation of fees associated with this approval is provided as an attachment to this letter.A copy of this letter,without attachment, shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincerely, Ronald E. Piester,R.A. Director Division of Code Enforcement and Administration Enclosure cc:Richard Wenner,PFS Corporation File 03-070CAL.wpd BEST MODULAR HOMES ==%% 495==Daft>9-amt.1. Oonthamptdn,M 11968 Phew:(6a1►104-0049. Me(631)104-1534. ®. sem;bsagpo6a "8 1 11.Aat Of www bestmedular eom 124M August 24, 2004 1 VIA FACSIMILE 631- 765-9502 TO: Pat Con din Town o Southold Building Department FROM: John Di tefano RE: McCaff Ty New Construction This is to assure you tb it: 1. Smoke Refect+ will be installed inside and outside the Master Bedroom and any sleeping area,a id in the basement; 2. Shutters will Ix in compliance with 1609.1.4 of the Building Code; 3. Plumbing drair pipe(s)from basement will be 4"diameter. We hope this proves st cient to answer your concerns and respectfully would like to point out that the State of Ne Pv York has already approved these plans and found than to be in total compliance with appli le building codes. However,we are happy to provide you with any paperwork you deers n cessary in order to process this permit. Permit Number RESc%eck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.5 Release Id Data filename: H:\Check\REScheck\03148.rek PROJECT TITLE:#03148 COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 05/19/04 DATE OF PLANS: 05-18-04 PROJECT DESCRIPTION: Chatham AS OF NEW YQ DESIGNER/CONTRACTOR: dO�Y s pi Westchester Modular Homes, Inc. e enra COMPLIANCE: Passes Maximum UA =292 Your Home UA=247 t0 15.4% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Raised or Energy Truss 1549 38.0 0.0 39 Wall l: Wood Frame, 16"o.c. 1338 19.0 0.0 68 Window l: Wood Frame:Double Pane with Low-E 129 0.330 43 Door I: Solid 40 0.280 '1 ] Door 2: Glass 40 0.330 13 Floor l: All-Wood Joist!Truss:Over Unconditioned Space 1549 19.0 0.0 73 COMPLIANCE STATEMENT: 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 New York State Energy Conservation Construction Code requirements. When a Registered Desien Professional has stamped and signed this page.the\ are attesting that to the best of his/her knowledge. belief.and professional judgment. such plans or specifications are in compliance with this Code. t Builder Designer Date S-z' -O 4- REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release I DATE: 05/19/04 PROJECT TITLE:#03148 Bldg. Dept. Use I Ceilings: [ ] I. Ceiling l: Raised or Energy Truss. R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ] I. Wall 1: Wood Frame. 16"o.c.. R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window l: Wood Frame:Double Pane with Low-E. U-factor: 0.330 For windows without labeled U-factors.describe features: # Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] I I. Door I: Solid.U-factor: 0.380 Comments: [ ] 2. Door 2: Glass. U-factor: 0.330 Comments: I Floors: [ ] I. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations.and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated. or 2) installed inside an appropriate air-tight assembly with a OS"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ 1 Required on the Hann-in-winter side of all non-vented framed ceilings. walls. and floors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ J I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ( ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Eeception. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. f ] j Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of Neu• York State ,the Residential Code of Neu• York State or the New York Cite Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the 1 water heater has an integral heat trap or is part of a circulating system. [ ] _ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] 1 Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. 1 Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating- Runouts Circulating- Mains and Runouts Temperature(F) Upf77— p to .25" 1.5 to ver_ I /0A Sim— T T:U- - TS— -TT-- 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp, Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( F) _ unouts ["and Less ._--, to_ 2.5"'m 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 LOw Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 56--0- BUILDING 6-D.BUILDING DIM 56'-0" TYPE II SHEARWALL 6" OC EDGE NAIL SPACING 3375# 3375# DIM w4ame 2-2591t 24J2101 A.rt Lf__ FAMILY ROOM O A i J (J Q _Z IK TCHEN 3 ? � < ¢ O < a Q ____________________________ O y1 SN to J � N J = Q • � 2 0 w Z '-'---� -_'__—_ a w I Z p N mU �O m U B i I - 1O i MSTR 6DRM N DINING ROOM I LIVING ROOM I i ama ams ams ams Xee ams 3375# 56'-0" TYPE II SHEARWALL 6" OC EDGE NAIL SPACING 41'-0" 15'-0" BUILDING DIM BUILDING DIM DESIGN LOAD PERFORMANCE REQUIREMENTS FOR WINDOWS AND DOORS ® HOLDDOWN LOCATION EXPOSURE CATEGORY= B IMEAWAub,HEIGHT= 20 HEIGHTS EXPOSURE COMPONENTS DESIGN LOAD SHEAR WALL BUILDING ZONE EFFECTIVE AREA ADJUSTMENT CLADDING LOADS- PERFORMANCE gambol. ELEMENT COEFFICIENT- TABLE TABLE R301 2Q) REQUIREMENT R301.2(3) 10 1.00 259 1 -28.1 25.9 -28.1 WALL 4 20 1900 247 -289 247 -26.9 03 - 148 O 50 1.D0232 -25.4 232 -254 0 100 1.0022.0 242 22.0 -24.2 10 1.00 25.9 -34.] 255 34.] FIRST F LOO R WALL 5 20 1.00 247 -324 24.7 -32A 50 1.00 232 -29.3 232 -293 ,DD 1.00 220 .26.9 22.0 -28.9 WIND LOAD NOTES: DESIGN PLAN 1) DESIGN PRESSURE RATING FOR THE THERMATRU DOORS AND ANDERSEN WINDOWS IS 30 2) MEAN ROOF HEIGHT IS 16'-0" ESTIN CHESTEROM ODLAROIIIn ESANC. 3) THE FIRST FLOOR CEILING HEIGHT IS 8'-0" 30 REAGANS MILL ROAD WINGDALE, NEW YORK 12594 """� TEL (845)1932-9400 FAX (84 51 6324698 Engineered Shear Wall Desion: McCaffrey Residence Location: 135 Booth Road, Southold, New York Building Level-Main House Wall height 8 Stories at this level per WFCM 3.1.3.1 2 Wind Speed-Fastest Mile 100 Roof Pitch on 12 12 Exposure B Max Shearwall aspect ratio for wind Table 3.17D 3.5 Min Segmented Shearwall length 2.29 Seismic Design Category B Max Shearwall aspect ratio for Seismic Table 3.17D 3.5 Min Segmented Shearwall length 2.29 Min WSP sheathinA thickness per WFCM 3.4.4.2 741T Min gypsum thickness per WFCM 3.4.4.2 IQ- Nominal wall shear strength lbs per linear foot for wind 422 Wind loads per linear foot Tables 2.5A and 2.5B: Roofs an 27.7 Roof Load in plf-Uses roof itch of 6:12 785 125 125 Floor Load in plf-Uses max span of 36' 205 205 285 285 Base value assumes 8d common nails 6'ed e Since SDC is B,Wind governs design Load Parallel Load Perpendicular To Ride To Ridge Front Rear Left Wight Segmented Shearwall design: Wind:Type I Shearwall dimension line 56-0- 560 27.7 27.7 Length ofwall perpendiculartowind 27:7 277 56.0 550 WSP ed a rrailin -Wind 6 6 6 B a ' ,•pni.>,::i'•k:kk??:1kR'l<'F'...(!i, TWT Rs... ., .,... .... , a Y T 'a.. . �?�. :_ .. K: a. ..COS. #e.. Tabulated of full eathin WiraY-6° t2.& 12.8 27.2 27.2 Wall h ' ment factor as per Tables 2.-5k&2:5B- t00- 1.00 1.00 1-.00 Shear Walietustment r Table 3.17D- tBB t:00 1.00 1:60 Exposure ent Factoras er ASCE-7 - 0:76 679 0.70 X70 ...... .. ....... .. .. .. . . t k k i .. NMI ... .r. .a o-k a1E o.k o k. Perforated-Shearwall design:Wind: Type II Maximum Uwastrained Opening Height 6.7 B.7 6.7 0.01 Percent full beight sheathing. 51 56 89 100 Perforated increase factor Table 3.17E 1.41 1.36 1.07 1.-00 .a::.;+......:.,.a:.,a..q:»k:.:f.'+:C:n.� ., k»i5`y'.J'.f .:kk:..yyqq��,y •:'2g k;f�i OK to use perorated shearwall on first floor McCaffrey Residence Prepared by Anthony S. Pisarri, P:E 4/TD/2094 Page T Holdowns for Overturning Resistance Building Level: 2nd floor Wind RequiremeRW. fnmt Rear I telt Ri ht WSP-Perimeter Nail Spacing-wind- 6- 6 & 6- Tabutated hold down-connection ca 75 3375 3 3373- 33375 Hold-down igusttnent as sr Table 3171- T.00F 1.00 1:O0 T Do Lateral Shear and UD6ffConnections: Stories at this level per WFCM 3.1.3.1 2 2 2 2 spacing forwind shear and lateral leads Table 3.2Pc 36 36 - 36- 36 •MirBott Scing fo, u lift-Table 32B- 72 72 72- 72 , ,r. 'Note: Max Anchor Bolt Spacing is 72"o-c McCaffrey Residence Preparedby Anthony S. Plsarri, F.E. 4/30/2004 Page 2 1 V� . 1 0•-0' FOUNDATION ICONCRETE W/J.L STEP- TO GRADE TR 0. ON PROOFING ON u E ` O O 2500 P51 OONORETE r----Bf BOIEAER----1 THESIMPSON R STIR WN RR MILL ON OO FOOTINGS WITH 2 4 CRS THE O.a STRAPPING 6'x16` RgNFORCEp 00 -, -_____ _ _ _ __� R4' O.C. FXT TOR WAIS k FWnNQ9 -BE-WW GRADE AND OBER THE �"-- ` -.- - -- - - - - - - .---- T - - - -- --- - -- --- -- -- , '. -L. �— — - -- -- =- -�--- ------ -- -- -- -- --- -- - - -�I r -- — - - - - — - --- — 5-0' Nl9M NASONRF REFRINING'WALL W/ �� L�1 •f I. R41N MSIR RGN_pRAWG RIER �I 6Fx16 FROST FRCS ONO +X-Do n 5'-a" a.ts 6"xli .CONER I' 6EOOWE Wk ,(2wmiiut ' �RF 6" REINFORCED a!-Q" BASEMENT, CONCRETE W 710 4" REINFORCSFS'0 REYE $GAS 3000 PSI CDD11CREl£ALL O W/Sow i6 ,W6LAI41 WIRE MESH 0 p I# RETE TD 6 S.16" CONTINUOUS CONCRETE. Q ? JOOb P9 � GIH . 26' PAYS FOOTING REINFORCEp W/2 REHNRJ 3 , EN OM4 .I 6 3-1/2• 3-1/2' STEEL L4lY AOwM ON LALLY COLUMN ON $'-0'x2'-D'Fiz" 2•-0'vY-D•X1z• Q Q I CONCRETE 0 CONCRETE FOOTING - o I L_ _J L _J T-10" 1•. ._i0" '-7" 4._4•. 4'-4" I lu 25 -10" REINFORCING PIER � d� a op � a".t0• CONCRETEr -1 f— 7 f— I r - -I r-7 r - -AODUALR �J CC L-J {L J. ' I .I I L 1J L _ 0 27,_8" 1_1/2• II I I 3-1/2' srE¢. V2' STEEL 3-t/z^ sn. CDL. ' .Q O LML.Y COLUMN ON II I - II I LILLY COWIMN ON LALLY COLUMN ON Y� p o 2'-0' -0•x72' 4-4 ISI I 1 1 I 4'-4" PFAEwALL BEWM�ATb . tr O r. COW0R69E-C04nNG i I CONCRETE FOOTING CONCRETE FOOTING - O /2 STM a I I LI.I L_ o D3'-0 I, 15-2" ",..",_0�.,,ON Ally.TE IN G L ' I � � a a a I 41_o" ' I 6'-0' FOUNDATION WALL 5'-4" I ^ 26DO PSI CONCRETE I --- - - - - - - 6%1B^ REMFOROED CONGREI[�t - IRONFORCINO'MGi REINFORCING PIER r- - -- - - ^- T T IFGOTNGS WRH (2)/4 REBAR 10'.)S^ CONORM - B'Y16• CONCRETE I - ---_ L -- -- ---.- -.tl - ;! ---.--- - - --- - - --- ----- - -- - - J r I I L - - -- - -- --- - - --- - -- - - - ----- — -- - --- - - - - --- - -- - --- - -J TROWEL ON ASPHALTUM - _______________- DWG. N.T.S NO WATENPRDOFTNG ON THE I TE ANN R STRAPPING E%TERIOR WALLS Y FOOTING L_ -sy lT/ J TE ANCHOR STMPPINO SIMPSON STRONG TIE BELOW GRADE AND OVER TME - Bv`R 2b -0" z4' O.C. (MAB-23)-(MAH-15) TO REPLACE 41'-o^ ANCHOR BOLTS ® EVERY 24 O.C, 6'-0" ti ' FOUNDATION P SCALE; NEW RESIDENCE FO R D A , & MALEY, McCAFFERY \y41F P w:PRCyi 135. 600TH ROAD :�rp� y�m SOU'fHOLD, NY 1 :1971 TG1W, OF', &)F1TI9O4, NEWT' YORK 9TF.•,oTMm�°yo�� MICIikEL W. B IIRINGER AIRCIJITECT 50UTT3AMI?`ltO1V, N.Y. 831-28"79474 06%3R/64 , r U Z W 2 ELEVATIONS TOTAL AREA = 1549 SQ. FT. 2 FOUNDATION PLAN USE GROUP = SINGLE FAMILY Z 3 FLOOR PLAN CONST. TYPE = 513 o_ 4 CROSS SECTION GROUND SNOW LOAD = 45 LB /SF 5 PLUMBING PLAN SEISMIC DESIGN CAT. = C 6 ELECTRICAL - PLAN SOIL SITE CLASS = D 8 STD . NOTES & DETAILS WIND SPE--E (3 SEC. GUST) < 120 MPH a a, a��, FLOOR LIVE LOAD = 40 LB/SF ALL sffALL W MEE=1 Tfec 0�a"iSOFTHE ra 1vF x GOIJE50FNEVWYORKSTATE. * L' pSE° PLUMBER CERTIFICAT,'OAI uN LEAD CONTENT E r r C,f; CrRTIFICATEOFOCCC'PANCY CERTIFICATION OF w SOLDER USED IN v.N NAILING &CONNECTIONS o n SUPPLYSY$TEN ::AN; REQUIRED. EXCEED 2!16 OF iY.LEh1 OCCUPANCY Oh 5 2 USE IS UNLAWFUL r WITHOU I CERTIFICATE OF OCCUPANCY PLUMBING FRAMING NOT PROCEED WITH = o FRAMING UNTIL SURVEY cn I ALLpLUMggi6WASTE OFF4UNDATION '_OCATION r a WATER UNES NEED MAS NOTED W rco TESTING BEFORE COVERING HA BE 4 3r�//�;;•� fi�/n�,, .� _ O Z 3 .... '�I.Gf1G'J.f! U m � Z � DATE:,B.P.i m o ^ i d. FEC• /Oy`3 �S D Bv: y DO m o > y J a 5 x NOTIFY BUILDING DEPARTMENT AT 765-1802 EAM TO 4 P FOR THE CD < O FOLLOWING INSPECTIONS: m = �. I >•1 3 0 * DESIGNED TO THE FOLLOWING: ,. FOUNDATION . TWD REQUHED n o tiJ , � � — RESIDENTAL CODE OF NEW YORK STATE ( 2002 EDITION) 2. IONgULH-FRATION CONCRETE 2 ROUGH - FRAMING d PLUMBING J .s � !j 4. N .� � m — ENERGY CONSERVATION CONSTRUCTION CODE OF FMlAI - CONsmUCTIONMUST Li � � � LL s E � BE COMPLETE FOR C.O. NEW YORK STATE, 2 0 0 2 C D I I I O N . ALL CONSTRUCTION SHALL MEET THE o >_ uj p y o REQUIREMENTS 0F'HECODESOF NEW = ¢ } — NATIONAL ELECTRIC CODE, 1999 YORK STATE AS TION FOR Lo = z o DESIGN OF �5 TION ERROR& bi < >- > *NOTE: "TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT THESE w < >- z H J PLANS (AND SPECIFICATIONS) ARE: )� 9, 1;4L p0,� �3q t) DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS o o = iEosi APPROVAL (M 0653-02-058) ON FILE WITH THE DIVISION AND ATTACHED CONDITIONAL APPROVAL LETTER." a N L0 D V r. y 2) IN COMPLIANCE WITH THE ENERGY CONSERVA710N CONSTRUCTION CODE OF NEW YORK STATE, o -1 m a Lo o 2002 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, " €RWRQwRERSCEATIFICAlE < JJr y 0`T2ccs5 Com• a.� .� 503, 504, AND 505. INDIVIDUAL MODEL PLANS SHALL BE ACCOMPANIED BY A RESCHECK REPORT. REQUIRED w ?Q O. In ti V FLOOD ZONE_ COMPLY WI I Fi „HAPTER '46" FLOOD DAMAGF PREVENI ION SOUTHOLD TOWN CODE. OVERHANG DIMENSION HOUSE WIDTH } - ROOF PITCH - U - 24'-0" 26'-O"/30'-0"27'-8"/31'-B" z _ 5/12 16" 11" 16" (� - 7/12 16" 11" 16" Q 9/12 12" 11" 12" - Z = 12/12 8 3/4" 8 3/4" __L3 4" F __ U w 13- V) z DELETE SIDING a a 45# SNOW LOAD ,y N33A.v - ® R 4\ .O a vi .�v ® n FFM F7TI 771 0 2a d rys 14'bLLLIJI L . * LICE�S TFTl 0 r � � - FTTI 7T7 FFF13- a m C-� CO Z-2 Lo ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE d Icn i - DESIGNED, SUPPLIED AND INSTALLED BY B/P I I m r d N - FRONT ELEVATION r WDo SCALE: 1 /4"=l '—O" Doa U N Z r O> DJ < ^ L yv k ) 0 , C X Q Z rn G jw3 x F z = .S 12 0 � mF o0 PLummNGVENTVANT 12 6 h M y ® Q DD � W (n c c DO w C3 0 C-1) m v OQ } W � _ 2 O Z 0_ � nF Ld ®® W®� � � o n ® ® ® LLLJ 6 O 0 � a E HAA Z �I SEE CHAR - Q ®® 0 Ld O ~ V Q W L0 O ZIml m � n LEFT ELEVATION I REAR ELEVATION I RIGHT ELEVATION awr w o �w I SCALE: 1/8"=1'-O" I L SCALE: 1/8"=1 '-0" I�I IL SCALE: 1/8"=1 '-0' � L 'o�JLL � � Q� wZIV p — — L — _ LLI ` z< (w =iln v 56'-0" } ' O Z W • O W r IFOUNDATION WALL I I N - nNc NOTE: FDoz I POINT LOADS FROM ABOVE ARE DIMENSIONED; OTHERWISE _ 1 i MAXIMUM SPAN BETWEEN COLUMNS TO BE: 4 _8''46" } F 15•-11 8'-1 D" 5'-7"- 12'-10" _ ¢ r-1o" o a- 10, i o O10, M 49• I I S 1 0 I I L---J a a r— - - -I- '�H - - 4 I- - - '—� 1 I� 1 I----J L. --I L -- L--- `a LALLY COLUMN - I COLUMN FOOTING d POST O I FURNACE TO - BE ENCLOSED a M L -J N I 12'-10" ` 7 m\ o o - S 1I'" STAIRS DESIGNED & M p CONSTRUCTED BY B/P I I i NPS ' S/L GO o 0 z L I I J ----- V v co � Lo C./) _ I CO 3 41'-0" W 1 i 4 � Q Z � 0 T o X v a THE BUILDER/PURCHASER TO SUPPLY AND o o 0 - 3 0 INSTALL ALL MODULE TO MODULE AND ALL p o Y m i .0 a a ' o ® o m MODULE TO FOUNDATION CONNECTIONS AS J �Tl L I PER APPROVED WIND LOAD DESIGN PLAN v� ro IM W N M 0) c p _ U W c� Of Ld Z ®® - O 0 D_ z o ®®[ O H Q o InII) 0 r p J W ID) O l`/1 z m m C' c') cn J II W �UlLai Ld z� L1 JF �Q (n CD ml— a 56'-0" } U 10'-51/2" 12'-6 1/2" 1, 3'-10" IZ 5'-0" (� Q 2- 046 2432 A41T CTC2T Z CN 35 TOB FWH 068 O F rl + X30 O U - L Q ---- la.a. ow 33 SF. TILEPREP 0 O CARYDROTUE Zn60" SHOWER FAMILY ROOM • �/ YO ACCFS m22'-4" x 13'-0 1/2.. . 4 e D24 m 710 S.F. TILE dBS 3/4" in PINNED RAFTER CATHEDRAL I KITCHEN m [2 1 1/2" x 72" MICROLAMS O V60 !�,1� m w L /2" -- --------- ` O '� _- _{�1 U w2-10" ---[2] 1 1/2' x 9 7/4" MICROLAM-CEILING 'i`y°r D24 N .x' . z C I CHASE 24"x24' r yz 2�1 t 2" x 9 1 4" MICRDLAMS - ROOF' A30 A30 A80 - w n `w 3 2x3 SPF � �[3] 2x3 SPF $2 [3] 2x6 SPF 1p2-J z " }l`' �? [ ] EACH SIDE EACH SIDE z N EACH SIDE '��. LLI --- I H RAFTER CATHEDRAL I �dG1/2" x 12" MICROLAMS11D S.F. TILEB ; m MSTR BDRM a < 1 12'-l" x 14'-10 1/2" o c DINING ROOM LIVING ROOM I 75'-6" x 13'-0 1/2" I 12'-0" x 13'-0 1/2" 0 1 - z w w l I o_ 3056 3056 I I I a o ¢ u o till? a n 3056 3056 DE BOLT 3056 3055 U rn O 8-11" B -11" 6'-6.. 6'-6" 4'_3" 6'-6" 4'-3" I N N ^ I 15'-0" y c> 3v CL00 m � m� THE BUILDER/PURCHASER TO SUPPLY AND o x y a o K z D INSTALL ALL MODULE TO MODULE AND ALL 3 o o a 3 0 0 CONNECTIONS M !� ov MODULE TO FOUNDATION o < o N PER APPROVED WIND LOAD DESIGN PLAN J � = N Q W 00� � � � � ccl M rn In t cv M C7 LJ I O ¢ } 2 O z (n � � � nH ®® Ld < � 0 LIGHT & VENTILATION SCHEDULE (SF) moQ � � ®® LIGHT VENT Of U LL- ROOM AREA 1 D � v P,EOUIRED SUPPLIED P,EOUIRED SUPPLIED Q Ln In 0 W m O zm N DINING ROOM 157 12.6 25.8 6.28 11.46 - _ LIVING ROOM 202 16.2 25.8 8.08 11.46 Q Wry o MSTR BEDROOM 180 14.4 25.8 7.20 11.46 Of F W ¢U j QO2 z� tI II FAMILY ROOM 291 23.3 44.4 11.64 27.57 N ��` F' oio d KITCHEN 189 15.1 14.3 7.56 7.20 56'-0" } U z W C7 Q z F U W CL rn z_ I I b Q -----------I I a n I I — I - ------------------ _ ------------------------ - r --- r 8'-0" CLG HT I S/L RAIL BY LATAH - D24, VO Mn ` m S/L RAIL BY LATAH - _ _ __ - D24 — - — - ^ _ �� - - - - - - - - — BEDROOM 2 `0 2� BEDROOM 3 O I __ I „ -o` X 1s-," a qty '" I H o I r o 12'-2•• X 16'-11 L RAIL BY wMH D20 I j -----_-------------- * - 8'-0" CLG HT _____________ _ - M -n ' CLG HT , I w ^'V L LINEN I I o v �' , I IC ✓ p 0 3046 ^ z �d z z o N LJ LJ v s _ W U 3046 3046 3046 a '. u� NN rnDo 12'-2" 9'-11" 7.-6" 7'-6" 01 V-9.. 12,-2- I Z v� I Q F oM 41'-0.. 4 pco SUGGESTED 2ND FLOOR LAYOUT M oy aox 00 M c� w -U 00 O Y m00 ? X30 All design and construction of 2nd.floor is00 the on site responsibility of the builder and J z - M ® i °' must be completed in accordance with local _ = N building code and inspection procedures. Q � d Co State approval of this project only pertains ,LJ � n 0) V o — to the modular units as provided by p = c Cn Westchester Modular Homes Inc. O Q >- oz THE BUILDER/PURCHASER TO SUPPLY AND U INSTALL ALL MODULE TO MODULE AND ALL IF- -J of o �® MODULE TO FOUNDATION CONNECTIONS AS LIGHT & VENTILATION SCHEDULE (SF) PER APPROVED WIND LOAD DESIGN PLAN o I * ®® � ~ � `� LIGHT VENT O 5 ED rn o ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED z m m !n a BEDROOM 2 166 13.3 20.6 6.64 11.46 =I�=BEDROOM 3 206 16.5 20.6 8.24 11.46 LJ �z� r LnW Gln Li oQV1 0 � � I t/ CONT RIDGE VENT 18 in /LF - U Z W - 0 _ t aDPFie 4 Q c mu°us later. TYP ROOF - - ting if no rZ i9i 30YR SELF-SEALING FIBERGLASS SHINGLES ceiling i OPP letl. Q - OVER 15# ROOFING FELT�� 'a" T 30" TM"' "A" DORMER TO BE SHIPPED U OVER 5/8" AGENCY RATED SHEATHING LOOSE FOR FIELD INSTALL. W -_ BITUTHANE APPLIED CONTINUOUSLY fL TO EAVES FOR ICE SHIELD 2.e mfJ2 COLLAR ME z FASID� WMN (6)16tl NMZ AT EAW END ON 1aP LNaRO } 12 PRE ENGINEERED & 1z� Q CERTIFIED ROOF TRUSS DESIGN = d _ O SIR BAFFLE BY WM� IN tri FL CION B NLY. ix6uunW a WWx 12" FIBERGLASS BATT ON SE.Qt ST WE OUT 1x6 SUB FASCIA ON 6nE ON MAY BE OU LOGnON KRAFT BACK P,38 INSULATION ALUMN SOFFIT iYP EXTERIOR WALL 2ao sar*z s 16'a.c [2] 2x6 SPF #3 TOP PLATES \\ SOFFIT 10.7 IN2 /FT 2 VENT B�3N 2x5 SPF S 2 OC STUDS pRt ` 2x6 SPF #2 SOLE PLATE TYP MARRIAGE WALL Q sd \gP 1/2" GWB INTERIOR SIDE [2] 2x3 SPF #3 TOP PLATES : TYP INTERIOR WALL o" FIBERGLASS INSULATION P.19 KRAFT BACK 2x.3 SPF #3 STUDS ® 16" O.C. \ s \ [2] 2z4 SPF #3 70P PLATES ac m _ 1/2" AGENCY RATED SHEATHING AT EXT.SIDE ? 1/2"AGENCY RATED SHTG. AT MAT.SIDE \ YFn °g 2x4 SPF #3 016" OC STUDS o Z0 ro• AIR INFILTRATION BARRIER u 1/2" GW�g INTERIOR SIDE 2x4 SPF #3 SOLE PLATE W - VINYL SIDING 20 SPF #3 SOLE PLATE = 1/2" GWS BOTH SIDES LIEF -_ TYP SUB-FLOORING 3/4" T&G PLYWOOD 2x6 PT SILL PLATE m (SUPPLIED & INSTALLED BY B/P) 2x10 SPF #2 ® 16" OC FLR JST CID \ _ a P.-"19 FIBERGLASS INSULATION W1 o Im W/ KRAFT BACK VAPOR BARRIERTO COMPLY W/ENERGY CODE INSTALLED & SUPPLIED BY B/P \ 15/16T - � SEE STD. NOTES DWG #B ISUPPORTS > x BY B/ MICROLAM BEAM ROOF PITCH MAY LD - QED VARY-->SEE 12 LD PIN RAFTER F1EV. DWG #1 (DN y CROSS SECTION ` N °� W Y DO SCALE: 1/4"=1'-D"CROSS U r L = m v AIR BAFFLE D Se GBY WMH 2+� O��xxC� DO m a m �k 0 > IIex ANGLE BRAKET 0 EACH z ti rn 0 SIDE OF RAFTER w/ 1/2" R30C INSULATION CD w -C c DIAMETER BOLT THRU RAFTE W/ VAPOR BARRIER Ad 00 3 (2) 4"x 3/e" BOLTS TO TOP PLATE m L ti.�} � ¢ y 1MO oD1 _ J url^ N 0 N _ - DO NCM w co � F— t o w p Ld V -.v-, x � p � W U3 m°: O Q } N w - = O Z � n 3 cn THE BUILDER/PURCHASER TO SUPPLY AND I � � � 0 1w � AN INSTALL ALL MODULE TO MODULE AND ALL 0 0 o � ®® MODULE TO FOUNDATION CONNECTIONS AS a PER APPROVED WIND LOAD DESIGN PLAN Q w rn o p ' m � cn a w L o �wr In DJJ F W WV a0 W pm< In ggCLLJ LO w II - W� ¢O � ¢ 56'-0" } U Z W U _ - Z O 'D U ` L --- ---- 2"VOF. KYDROTUB d KIT SINK DW 1 qY 2"D.V Z - -_ 1 iz^V FAMILY ROOM „ LAV 3"D IICE-MAKER 1 1/2-D 3'V PREP V LAV d KITCHEN O 112_V &_ WASHER �,-•-••�-- i _ 2'D 11 2"V +� r W O Ou 0.• I ks b a, ------ I LIOF\a I I I I ca MSTR BDRM v o 3'D FROM nq 2ND FLOOR LIVING ROOM I co DINING ROOM 3/4^ SUPPLIES I = I I TO 2ND FLOOR 1 O I I _ N v 5 - I - a rn Uaco C cn N I _ a 2"D TO m Q = z 2ND FL , ,�J z tiJ a L� i ain z Z � z Z � � " > OY WC ry O rn � > ICE CJ � m � d � 3L'" LAV M> �: _ > KIT SINK DW MAKER WASHER LAV WC LAV WC SH R HYDROTUB 2i ; o O o Y m L 1 3 T• �— 1/2 CD N M WC I I OD 2Q 3"D I I I I I � ro0 I I I O J LAV HT1UB0 2^D I I W In I'�') m C-:o o FL 0 OO (Ds v KIT SINK , = O Z 1 1/2"D \ V) DWV DIAGRAM W Qr0 m �® H- J Of O _ WASHER o / / DI = DRAIN NTS SUPPLY DIAGRAM oz V = VENT VIEW 'A' - NTS Of F ®® o ------- DRAIN BY BP FV = FUTURE VENT FL = FLOOR LINE < w 00, o E DRAIN BY WMH SP = STAND PIPE SHUT OFF VALVE o m m 't c z DW = DISH WASHER ¢ = 1 /2" Z VENT BY BPWC = WATER CLOSET COLD awr S o o VENT BY WMH FC = FIELD CONNECTION BY B/P ------- HOT 0102 m � °p II B/P = BUILDER/PURCHASER W I_a � Lc) p n W wvL� , `� � L� (n �� `a L) U W C7 - Q Z 6 6 O GFI F- U - LLI IL 24 6 a-� -- 1. -4�- , _ 7 7 O a ON - cFl i 3 012 6® B F L Z AMILY ROOM 6 � F 13 5 7 LH B Q 6 51 7 a 6 KITC EN ItF 2 -- 1 17 B - ry 4 7 7 6 6 7 7 4 TO BSMT h--- - - - -- QAAA 15-- TND R 50 w- N 11 10 B UNDER 0 LB R R 3 it PLATFORM W 9 GO B d EL 11 10 10 I * LIGE -- 6-WIRE I F _ 11 TO OWT --- -- I 9 I B I TO 2ND FL 10 MSTR BDRMd' W w am o ' o 10 I 9 M LIVING ROOM �= DINING ROOM F a O = 9 ow0 = I I I NWS z N r 1 I I 9 _ c�i ✓� w w I 1 11 I _I - y C--) 00 rn c10 10 ,p I ^ Lo cn I 16'-0" w E Y Go 4 _ J � o 00 OOf Of y J 2 Op X a LEGEND CIRCUIT DIRECTORY p d U o30 N0. CAMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. p O Y m v O PANEL aox KIT CTR 12-2 20 2 - oV DUPLE% RECEPTCAL 1 20 12-2 GAS RANGE � nw a I D' I/ KIT CTR/KIT 12-2 20 4 J � � 110V DUPLEX REC?TICAL - SPLIT KIRm 3 2D 12-2 DISPOSAL 22W RECEPtiCAL 5 20 12-2 REFRIGERATOR GL-KITCHEN 14-2 15 6 Q Lo U d m b wnu Llcllr 7 15 14-2 GL-FAMILY RM GL-BATHS, MBDRM(AFI I J U1 I�j m LoJ y w {} CEILING LIGHT SURFACE MOUNTED g 15 14-2 GL-MBDRM, LIV RM(AFI GL-FOYER, SD/CO(AFI 14-2 15 10 p r "n o _ r0 RECESSED LIGHT AT CEILING 11 20 12-2 DINING ROOM DISHWASHER 12-2 20 12 �j m o } �--�� °J zv ,- SWITCH, SINGLE POLE = O z ll 1, .s WTCH. THREE WAY 13 20 12-2 FAN/LIGHT/HEATER HYDROTUB GFI 12-2 20 14 0:! tY .9% r •T SWITCH, FOUR WAY 15 20 12-2 WASHER GAS DRYER 12-2 2D 16 Lu ¢ >- ZZ J FL FAN/LIGHT FIXTURE ©x RANGE/HOW FIXTURE 17 20 12-2 BATH GFI's 18 O Lp_ ®® 20 o z Ld FAN/LIGHT k HEAT CMUNG UNIT 19 Z C) D � {- - LLY 21 22 :2U ¢ V) ®® ® SPECIAL PURPOSE CONNECTION 23 24 of F- p 'O� JUNCTION BO% 26 Q Ln Ln 0 r� V AC/DC SMOKE DETECTOR 25 2R p W m O m = BELL 27 el DOOR BELL BUTTON q9 I 3O Z Q TELEPHONE OUTLET 2 32 S. b flZ TELEMSION CABLE CUTLET 34 �I(> ZIV Co ® THERMOSTAT 33 36 W §11 L lz ,,,O'yAl �1� VACUUM SYSTEM OUTLET 35 38 w N V1� h ir, U� a L^'� CEILING FAN i LIGHT 37 40 w OIO tA� d LI CEUNG FAN FLOOD LIGHTS �O _ WINIDOW SCHEDULE EXTERIOR DOOR SCHEDULE WIN MFG ' .R TI P Gl_ASS VENTILATION EGRESS OPEN NG DOOR -UQ. DOOR SIZE DOOR TYPE 1846 ANDERSEN DC TILT 5.0 3.02 17 7/8" x 24 1/4" = 3.01 SF DX28 2' - 6" x 6 ' - 8" INSULATED, METAL, 9 LIGHT '1856 ANDERSEN DC TILT 6. 2 3.02 17 7 B" x 24 14" = 3.01 SF E) X30 3' - 0" x 6 '- EJ" INSULATED, METAL, 6 PANEL 432 ANDERSEN DC TILT 5.1 2.94 25 7/B" x 16 1/4" = 2.92 SF DX301 ' - Q" X 6' - 8" INSULATED,METAL,6PANEL+ISLIGHT 28 6 ANDERSEN DC TILT 9.0 5.05 29 7/8" x 24 1/4" = 5.03 SF E)X302 3' - 0" x 6'- 8" INSULATED,METAL,6PANEL+25LIGHT 2856 ANDERSEN TIC IILf 11 . 2 5.05 29 7/8" x 24 1/4" = 5.03 SF E5X 0 [2 3'-0" x 6'-8" INSULATED,METAL,DOUBLE,15LIGHT -3D-71-2 ANDERSEN UC 11LT 6. 9 3.85 33 JB" x 16 1/4" = 3.62 SF PS- 6 3' - 0" x 6 '- 9 " WOOD, SLIDING GLASS DOOR -5u I6 ANDERSEN DC IILT 10.3 5.73 _33.7/8" x 24 1/4" = 5.70 SF WR5- 6 3' - O" x 6 ' - 7" WOOD, SLIDING GLASS DOOR 3056 AFDERSEN DC IILT - 12.9 5.73 33 7 B" x 24 1/4" = 5.70 SF .1 ANDERSEN DC TILT 11 .7 6.41 37 7Z8" x 24 1/4" = 6.38 SF ANDERSEN UC 11LT 14.6 6.41 37 7 B" x 24 1/4" = 6.38 SF _3o-34�6- B ANDERSEN OC TILT- BAY 2I . 7 12.45 37 7/8" x 24 I/4" = 6.38 SF IB�2h�6 ANDERSEN 0C 1ILI- PICTURE 25. 9 6.04 17 7/0" x 24 1/4" = 3.01 SF ANDERSEN CASEMENT 8.0 7.40 10 3/I6" x 35 15/16" = 8.0 SF FLOOR PLAN NOTES 1 . Label locations are designated by: 7. All interior and exterior Handrails and/or sL Stale Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser ITT Third Party Inspection Agency done on site by Builder Purchaser. M) Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, sholl be in compliance with all 3. Refer to order selection form for specificl applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4, Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type L copper and lead free solder. 2. Water supply shall be securely attached to the buildingg al na 1. Materials are PVC schedule 40. greater distances between support intervals than spec fled : 2. Drainage and Vent piping short be securely attached to the building Horizontal pipe at 6'-0" at no greater support Intervals than specified. Vertical pipe at each story. Horizontal pipe at 4'-0" for 02" or larger 3. Water healer to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply Imes are clubbed through the first floor. Vertical pipe al 4'-0". Supply Imes below first Moor supplied and Installediledby B/P. 5. All hot water Imes In unhealed spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anll-scald valves horizontal are tong sweep or double 45 fittings. 7. All devices Installed with self closing valves (Le. washer,dlshwasher) shall have o water hammer arresting device an the suppply line 4. Horizontal vent pipe connections to vertical vent branch or slack supplled and Installed by B/P on site, In accordance wlth all shall occur at least 6" above the floor rim of the highest fixture Stale and local applicable codes. served by the horizontal vent. B. All fixture supply Imes 1/2" diameter short have Individual shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be Installed by B/P 2. Non-melalllc sheathed cable Is type NM-e. 11. One (1) CFI circuit shall be installed in basement) by B/P. 3. Wires are Installed with Insulated staples. 12. A clothes washer circuit shall be installed In basement by B/P if washer location Is not Incorporated 4. Electric service shall be grounded by B/P In compliance with NEC, stale and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be Installed directly over electric baseboard healers. shall be Installed in accordance with manufacturer Instructions and locations/use Instructions. 14. circuit breakers for electric baseboard healers are only Installed In panels of houses with electric 6. Electric panel shall be located and mounted In basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be Installed at a readily accessible location nearest the paint of 15. Smoke detectors are Interconnected and Installed on a lighting circuit with no Intervening switches on entrance of the service conductors. that circuit. B. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by MAN and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES I. Electric baseboard healing circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rale with 65' entering air. type NM-B. 2. First floor baseboard units are Installed with healing pipes slubgad thru floor. Second floor heating pipes 2. Maximum wattage per circuit shalt be 3750 watts. between baseboard units are Installed In floor and/or wall panels. B/P Is responsible for Interconnection 3. Baseboards are rated at 250 walls per linear foot. between modules and floors. Balance of healing system Is to be designed, supplied and Installed by B/P. 4. Minimum thermostat range Is 45' to 75' F. 3. All healing pipes In unhealed spaces shall be Insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units, 4. Minimum thermostat range Is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use In the Interconnection of the healing system. These panels may be permanently attached and finished over by B/P after heating system Is completed FOUNDATION NOTES PERIMETER BEAM 1. The foundation plan Is provided for foundation design parameters [2] 2x1Q SPF #2 Tap or rum WALL U only. Complete foundation engineering based an specific site EACH MODULE Z conditions applicable local and slate codes, to be reviewed and approved 6y a registered architect or engineer In the stale of 2x6 SILL PLATE q01-1t, house designation.2. The Bullder/Purchaser shall be responsible for design, construction 8 !and code compliance of all foundation elements Including (but not FDTN WALL ps limited lo) structural, plumbing, electrical, healing, energy conservation and fire separation. LALLY COLUMN-� u. 3. Minimum column fooling size shall be 2'-6" x 2'-6" x 10" deep. 4. Concrete strength shall be 3000 psi or greater. COLUMN FTG' 5. Lally column shall be minimum 03 1/2' steel plea. Top OF esu* s.Aa 6. Foundation sill shall be preservative treated lumber (supplied 01/2" BOLT & NUT and Installed by B/P prior to house delivery and set). there shall & WASHER ®32"GC be no protrusion above lop of sill plates. STEEL PLATE & LAG FDTN FTG BOLTS BY Q/P LALLY COLUMN USE .RO P• BUILDER, HOMEOWNER SERIAL No O� PE RA THIRD PARTY INSPECTION. AGENCY SINGLE BEST MODULAR HOMES JACK & MARY MC CAFFERY FAMILY r:ONST TYPE• 495 COUNTRY ROAD 39 SITE: PRooucnaN No. 5B SOUTHAMPTON, NY 11968 135 BOOTH ROAD SOUTHOLD, NY 11971 DATE, STANDARD NO TES REV1510 DATE LOA E;ACCY watt' ra �c D E TA I-E ,S' ��°�Y 5 p ' Wesfchesfer Modular Homes Inc 30 Reagans Mill Road, Wingdole, New York, 12594 CHECK DATE sFepN, 057612 8 �h Tel (914)832-9400 Fax (914)832-6698 THOMAS HAdEK D5-DB-BJ