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HomeMy WebLinkAbout38130-Z t i�OlcFO Town of Southold 12/3/2015 P.O.Box 1179 rft 53095 Main Rd ,V31-% '0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37941Date: 12/3/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1977 Bergen Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 112.-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2013 pursuant to which Building Permit No. 38130 dated 6/25/2013 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: "AS BUILT"ALTERATIONS AND ADDITIONS INCLUDING NON-SLEEPING 3RD FLOOR, AS APPLIED FOR,PER ZBA DECISION#6744, DATED 05-15-2014,WITH THE FOLLOWING CONDITIONS: 1. Proposed construction and present home shall have a code conforming fire suppression system installed on the 3rd floor prior to any C of 0 issued by the building inspector(Fire Suppression System has been installed). 2. At no time shall any area of the proposed 3rd story be used for sleeping quarters, bathroom or cooking facilities. 3. This grant is limited to daily habitable use of the family and not to be rented or utilized by a third party at any time. The certificate is issued to Kalaijian, Stephan&Kalaijian,Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38058 10-29-2015 PLUMBERS CERTIFICATION DATED A t rite Sire g ._ -_ TOWN OF SOUTHOLD � SUFFnurc.9G,i BUILDING DEPARTMENT a; TOWN CLERK'SEOFFICE o ,, 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#: 38130 Date: 6/25/2013 Permission is hereby granted to: Kalaijian, Stephan & Kalaijian, Kathryn PO BOX 1627 Mattituck, NY 11952 To: "As Built" alterations (dormer additions) to existing single family dwelling as applied for. At premises located at: 1977 Bergen Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-18 Pursuant to application dated 6/10/2013 and approved by the Building Inspector. To expire on 12/25/2014. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 Total: $450.00 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY - - This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.., For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4_ Sw.orn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to-accessory building$50:00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date_ New Construction: Old or Pre-existing Building: . (check one) - Location of Property: ( BE 2SiEra Ay ��?��•� �GIe House No. Street Hamlet Owner or Owners of Property: ST E P H ezA, - , �}7 H 11'X.3 L-4 - Suffolk County Tax Map No 1000, Section fj l 2 Block Lot 6 Subdivision Filed Map. Lot: Permit No. Sq 130 .Date of Permit. / Applicant• ifeki 4K1 4 •,471.4 a Awo gal 4 a 15oR3 Lt 41264 g Health Dept.Approval: 'SO 2Z 8 T � �`og f q p Underwriters Approval:�p go z,t 1103(g`t Planning Board Approval: Request for. Temporary Certificate Final Certificate:sissy 4. (check one) Fee Submitted: I O,��jc� 7414 No ' r Applicant ignature �,,�% 4OF SOu Town Hall Annex �i, ~® l0 Telephone(631)765-1802 54375 Main Road iilig JP Z Fax(631)765-9502 P.O.Box 1179 % co, Southold,NY 11971-0959 Ol� 0.1111 roper.richertic7i_town.southold.ny.us -_F_ .. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kalaijian Address: 1977 Bergen Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 38058 Section: 112 Block: 1 Lot 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Twin Fork Electric License No: 3488-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 10 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 18 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: 77.( "--SZa ? Date: October 29, 2015 Electrical 81 Compliance Form.xls 3P/de9 111 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO ON 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK /1-141,... 41 Aici 47( CJI4016/17 4/1)1-$d0 /' 4' DATE i INSPECTOR ',Wel"' r 3o . 3 0-2— .o��,oF soup; p ti p TOWN,OF SOUTHOLD BUILDING DEPT: 765=1802 INSPECTION [ ] FOUN ION 1ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION - [ FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI • ATION [ ] CAULKING REMARKS: 3 /dr,R\ CP V' . 1° 7/7 / &el/a() /041,4-, Cia,t7 64,(/4 DATE / INSPECTOR �L •/ �Offs --1-'41::::: SOU o; 3S (3 0 . --- 1 _______...„,s, TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 /INsPEcTI0N - [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING i REMARKS: T: I OP DATE ( Li INSPECTOR 2 Ill i -----9-COINNW , TO N, OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION . . [ UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ----- \\ REMARKS: , / / -, • - - , , , / , _ . , ' / - DATE() (ill; / INSPECTOR 3P30-e- ,,,,,,,,,, _ / ,,o�,c€ \ a do �, a,` 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d sIZo p coo DATE P 2-6 /-; INSPECTOR SO(/l6e. ` figl JCA ofeoutflox 1''� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ' ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: — — - #' , DATE 04=1 INSPECTOR /is 3e‘2e ifq s„ „If/ Iy�OUMY,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ p NSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL REMARKS: --/---)44' �ri"-Tt I ` r 1 DATE A2 INSPECTOR iv_ . I ti % ,,'',OF SOU ,, 1 1 © TOWN OF SOUTHOLD BUILDING D PT. 765-1802 1 NSPECTIO N' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION kj ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]\CODE VIOLATION [ ] CAULKING REMARKS: ge/eA-d4 Kot;-- DATE /6/41// 1 INSPECTO t ����o��oF soulyolo\ - �o TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 - - INSPECTION : , . . [ ] FOUNDATION1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTIO [ IRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I - - i!' / .►' 1t = 'r IST — ® e_ -ZQ -7 - - d ir____-- DATE INSPECTOR •/ - iy 3 1 3 09---t— ''' • 4.0 of., \ * *, Zy0 0 UMY,N�' TOWN OF 'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROU -PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .d'o ZII} G. ,> C f� r �V DATE '' ; � INSPECTOR ! _ I I 38 ( 3€1 ,,,of S0 o,/,',0,€ f ry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C517# I CO /. - att /2 a 'z 27 11/ 1 DATE INSPECTOR �� c--- FIELD]T S! o N OIIT D , . COMMENTS FQUND,ATION(1ST) e.: .�.... ,- 1%ri1 _ ru g i l'3 1r is YYA®PYTYMYMOYYYYHYY) / ,g 1,He ...v,_�,-, ' cc:Q,46/ /r ,4-74-----ecz....._ ,, ` -tom. . , FOUNDA,TXON PND) ��f '� • r•rmi ( ?if,,,••• ����,/,lid��,� to Y - 1 s .., ' ,Acel c.® Adv Y • • ' r .�1 • ROUGH FR& f - e� ..- --7.--- 1M N PLUMBING ' ' • 3 'g _/, - 1- -- ) % Ji {.. . --0'----5 .. C 0, . ,P-7,2-6 c(4 . .9 LAH,/ic._ -7- 4,1-,1 --A_. --QL___,:,,L,..-,2 . .64,...,„÷: ,) • /}-1,,,tp Ae c-4.4-i-e-`--,4 ..:_-,)A, --":,,L--i 3 t4 STATE ENERGY CODE , r 4,-- fi .,)c/ .,,vdr.,c---/C r.0 1-A:(,,f4ri.....fi"---77dire__ 5 tel/ /f( cre<4- T _ _ %o v ' i'L'4C6' / " . , `, 3.0 if / , 0Afarillrilist_,, _ q/ A • f J PAINIIIIMMIIIIVINTRZI I f' \ FINAL _f Ik. - ; - ,°' . ADDITIONAL COMMENTS 4/57/2/— a7k0.—Ozi in •,trvvp P4,_,R. .,_ , -,oe,t21 „,7 , 2-6/9-__ 4-7 g - —,- O # 9 49.441 4./i, 52, ' (.„1 c- i(-/ a .et a C.S--) 10 -- 0.0,4.4.- ft5 ,-1.‹. e 2& y 0.D , • z 7 2-–1 171- /41\4 9 C- I 0 D . ` ' •• .` -' I r'c - WJ �-3 Z�°�. _4 2.--,z?/cam spm . . u .f �` ®-.0 - ;• r. / le 1 , (ii a, �i � , ': (`c._ . c ( . 10 9 1 L/ . . ' %i I ., ,•f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N \.4 sets of Building Plans TES 6L1) 05480 L'7 6) Planning Board approval F . "Cri.--- --'n i" 2t6 \\Survey Sou til I dT I , - .. t ork. ft .),, PERMIT NO. Check 1 Septic Form �r N.Y.S.D.E.C. Trustees BLDG DEPT. C.O.Application "'""^'n SOUTHOLD / Flood Permit Examined zs ,20 /3 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 /`3 Mail toSTopMgv (VA L9'I'q s Disapproved a Phone: c(11-109..%t Q 1 Expiration /2 Z',20/3 411, ‘ Building ns1=_ ._ APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) P°Bo,. 1(z1 rt,,-r-t.tie te.. , ,►3.1 IA-G.-2... _ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 i1/4.. `,a-. Name of owner of premises t` STLIP K ON ji VA 9 Al,2.7,1 eq L 4)A 1 a (As on the tax roll or latest deed) _ If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No.Cma 5G12.v,c a µp 4 gr Electricians License No.T,,,,,N Toel`Et4et no e- 3 4$SZ Other Trade's License No. 1. Location of land on which proposed work will be done: 11:111 1E,24ø - &ye. 14,4-r t'I i 1.9 CA C- ' House Number Street Hamlet , County Tax Map No. 1000 Section 1I Z. �{ Block , 1 - Lot t 'r Subdivision Filed Map No. Lot (I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ' " (Description) 4. Estimated Cost ' /60 ooc. - Fee (To be paid on filing this 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 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 Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO/Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone 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 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) SI c e ktAa 'q t J,a/J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S Ie is the 0 W Z�-- (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 c�0 day of M - 20_1,3, BARBARA H. TANDY (Votary Public, State Of New York Notary Publicjlef No. 01TA6086001 Signature o Applicant Qualified In Suffolk County Commission Expires 01/13/20 L s U �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ,. . ' 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 = Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form • Contact: Approved ,20 Mail to: Disapproved a/c1.1 I l, I6 Phone: Expiration ,20 �t ? I= I� v Building Inspector l'' rp l i i 1 �� 1 2014 APPLICATION FOR BUILDING PERMIT L1 L - _____\ Date ,� , 2014 �``-` Bt DO DEPT INSTRUCTIONS / TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 1,8 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, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. otd (Signature of applicant or name,if a corporation) 92/,e/vEifYY.P , .e/V�,24 A Y.1/9ol (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4*3D /CAM/7" If 46 /vr Atle awA/e - Name of owner of premises JJ p4API A VZ/ 1L77I f (As on the tax roll or latest deed) ' ' If applicant is a corporation, signature of duly authorized officer - (Name and:title10 .,corporate,,.officer) Builders License N,.:, ;'' '' :' Plumbers License No. r0 Electricians License No. 7:8 0 Other Trade's License No. 1. Location of land on which proposed work will be done: /977 ee,e6N A v, i-/iorr/rvck , House Number Street Hamlet County Tax Map No. 1000 Section // 2.. Block G / Lot ie Subdivision Filed Map`No. Lot • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / f/pn_/i/p/7L_ b. Intended use and occupancy /e i7PF//)/,2- 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 0/1, f [/> Number of dwelling units on each floor ate If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /p//7 7. Dimensions of existing structures, if any: Front /07'/QRear /G 7'/6" Depth 5'9 " Height ;213-/' Number of Stories 3 Dimensions of same structure with alterations or additions. Front 71/G Rear /O? %D '" Depth .59 213.1, Height 3e/5." Number of Stories 8. Dimensions of entire new construction: Front /67 1/t7" Rear /471/III Depth 59 /2'? Height Number of Stories 9. Size of lot: Front /7 ,96-1 Rear i i /1 Depth 7/5. ?l 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-140 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO>e Will excess fill be removed from premises? YES NO rem isesJ 'X//KAGA>J/'9'v 9'17��� NR 70. 14. Names of Owner of p Address�pttrnuc' ,NY. Phone No. 9l7 701- 0P7D� Name of Architect/.ozkielomvi?rZ Address �Br Z ^' y Phone No 43J- 7'4 4/, Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES >e NO * IF YES,D.E.C. PERMITS MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO )( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: • COUNTY OF rdiL) /V/C//,4't . 4, /e/AMC/L being duly sworn, deposes and says that(sOis the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S) ll,�is the No.01BU6165050 do (Contractor,Agent, Corporate Officer, etc.) ' Commission Expires April 14, ` 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 1 1 6--t- day o�xn,� \ 20 I -1 Notary Public Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 8Survey SoutholdTown.NorthFork.net PERMIT NO. ® Check Septic Form /4V'(Y�1�. N.Y.S.D.E.C. Trustees �-�. `�, 1\40-124 C.O..O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 RF- c v 1 i Building Inspector APPLICATION FOR BUILDING PERMIT OCT 2 8 2014 L..., Date ,/ - Z`� ,20/4 INSTRUCTIONS BLDG DEPT T i d.0�SOUTHOLD __._a.-G s-aSI anion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. - a e : applicant or name,if a corporation) /7i-S c < 5- l) MA77r7-/i/.> 1 (Mailing ad ress of applicant) State whether applicant is owner,lessee,agent, architect, ngineer, eneral contractor,electrician,plumber or builder Name of owner of premises gF -‘) �,eg7,a% ,e,,,,,,,,,0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /c`77 S6 P4 -'j A NS. ' M 7 i r/ee House Number Street (Hamlet County Tax Map No. 1000 Section 1 ' -')- Block ` Lot 1 g$ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i`aaAJ b. Intended use and occupancy Ri'c cry 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work f Jam" <pdDhE12 a (Description) 4. Estimated Cost Fee (To be paid on filing this 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 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 Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO, 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO etimY 14.Names of Owner of premises 1.444:174k) Address PO f4o�t /�r2-7 a No. Name of, c »zip fro_?Address ' d4 Phone No 7.91--j i-, 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 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) )eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �; �1 (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 i%before me thi 0 day of ()G WCJ 20 ClkPI • No 11: Public BONNIE J.DOROSKI _� ice:, e of Applicant Notary Public,State Of Newyork No. 01D06095328,Suffolk City Terni Expires July 7,20 13 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 19, 2014 TO: M. Kimack for S. Kalaijian 321 Riverside Dr. Riverhead, NY 11901 Please take notice that your application dated January 31, 2014 For conversion of an"as built" 3rd floor space to habitable space at Location of property 1977 Bergen Ave., Mattituck County Tax Map No. 1000— Section 112 Block 1 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed habitable 3rd floor is not permitted pursuant to Article III, 280-14-the Bulk Schedule which permits 2.5 stories. The proposed construction indicates three stories. Note: Health Dept. approval& NYS Building Code compliance also required. Authorized Signature Y - o BOARD MEMBERS f,i�' ®F $®U,, Southold Town Hall Leslie Kanes Weisman,Chairperson �•�� � •.:: } y® 53095 Main Road•P.O.Box 1179 ��� '` ;l® • Southold,NY 11971-0959 Eric Dantes +"._ t Office Location: Gerard P.Goehringer ; G'�. r ';:' Town Annex/First Floor,Capital One Bank �' Horninz a® � 54375 Main Road(at Youngs Avenue) Geor e - g g . C®�P�Jj`(,�" i" Southold,NY 11971 Kenneth Schneider - �. http://southoldtown.northfork.net ZONING BOARD OF APPEALS E (n v TOWN OF SOUTHOLD E_1 Tel.(631)7654809•Fax(631)765-9064 MAY 2 0 2014 FINDINGS,DELIBERATIONS AND DETERMIN TI BLDG DEPT MEETING OF MAY 15,2014 INN OF SOUTHOLD ZBA FILE: 6744 NAME OF APPLICANT: Stephan Kalaijian SCTM#1000-112-1-18 PROPERTY LOCATION: 1977 Bergen Avenue (aka Private Road #12) (adj. to Long Island Sound) Mattituck, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 22, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 24, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Subject property is located in a split zone AC and R80 districts and has an area of 146,811 sq. ft. It is improved with a two story framed house with attached garage and decks; it has an accessory in-ground swimming pool and a shed. It has 174.35 feet along a 20 foot right of way (aka Private Road #12), 913.91 feet along the eastern property line, 168.14 feet on Long Island Sound and S44.29 feet on the western property line as shown on the survey dated May 21, 2012 last revised March 27, 2014 prepared by Nathan Taft Corwin, III,LS. BASIS OF APPLICATION: Request for Variance from Article III Section 280-14 (Bulk Schedule) and the Building Inspector's February 19, 2014 Notice of Disapproval based on an application for building permit for conversion of an 'as built' 3rd floor space to habitable space. RELIEF REQUESTED: The applicant requests a variance to-convert the third story into habitable space to be used as a home office and gym,where the code allows a maximum of 2 %2 stories. ADDITIONAL INFORMATION: Due to the sloping topography of the subject property, more than 50% of the basement level of the dwelling is above ground at portions of the varying grade, thus constituting habitable space as a first floor. The existing and proposed height of the dwelling is code conforming. During the hearing, the applicant was asked to calculate the size of the proposed habitable third story area. The space is noted to be used as Page 2 of 3 May 15,2014 ZBA#6744—Kalaupan SCTM#1000-112-1-18 an office and gym. No bathroom or sleeping areas are proposed. The plan, as applied for, included a new set of stairs with a separate exterior entrance to the proposed third story office. At the hearing, the applicant agreed to remove the separate exterior entrance and to provide only an interior access to the third story space. Other changes on the floor plan, as applied for, include alterations to the closet on the north side, which will remain a cased opening without a door, and the walk-in closet on the opposite side which will be used for storage. The Board requested that the applicant submit revised architectural drawings showing these changes, which were received on May 6, 2014.Additionally the applicant will have to comply with NYS Code and provide a fire sprinkler system on the third story. This property has two prior LBA actions, the first in 1984 (#3246)which granted 280A access and the second in 1986 (#3523)for a request to create a two lot subdivision/set-off which was denied without prejudice. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 1, 2014at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is not visible from any road and consists of over three acres surrounded by vineyards and woods, overlooking Long Island Sound. The design of the dwelling gives the appearance of two stories because of the dramatically sloping topography of the subject property, and the proposed third story use will be contained within the existing conforming roof height to which dormers have been added. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The home has been in its present location since 1990 and is built into a substantial slope creating a condition in which slightly less than 50 percent of the "basement level" is considered to be below grade and slightly more than 50% has been determined to be above grade. The entry level of the house is therefore determined to be a second story and the level above that is considered to be a third story. The existing topography makes it functionally difficult to construct an at grade addition for the proposed home office and gym use. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from present code requirements. However, the configuration of the dwelling and the unique topography of the property create the appearance of a two story dwelling and the height is within the code allowable maximum of 35 feet. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and is required to comply with NYS Code regarding a fire sprinkler system. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant built the dwelling after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of construction. 6. Town Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a third story use while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to I i 0 / Page 3 of 3 May 15,2014 ZBA#6744—Kalaijian SCTM#1000-112-1-18 GRANTS the variance as applied for, and shown on the survey dated May 21, 2012 last revised March 27, 2014 prepared by Nathan Taft Corwin, III, LS, and the drawings prepared by Mark Schwartz, Architect, labelled A-8, proposed elevations dated September 25, 2013 and pages A-9 & 10 (proposed floor plans) dated May 6, 2014. Subject to the following conditions; CONDITIONS: 1. Proposed construction and present home shall have a code conforming fire suppression system installed on the third floor prior to any C of 0 issued by the Building Inspector. 2. At no time shall any area of the proposed third story be used for sleeping quarters, bathroom or cooking facilities. 3. This grant is limited to daily habitable use of the family and not to be rented or utilized by a third party at any time. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). r\ 4.0,&___. Iti/N24 plpfyytr(</-z.,..,_ Leslie Kanes Weisman, Chairperson Approved for filing 377 /2014 / S 6 l stn gist Scott A. Russell STU[ MWA T1ER SUPERVISORMA\N A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 /71 ti 53095 Main Road-SOUTHOLD,NEW YORK 11971 "*.�w� �� Town of yJ(�o u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[]�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ErC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ErD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ffE. Site preparation within the one-hundred--year floodplain as depicted ❑[/ on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Propert)Owner,Design Pr fess nal,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. /' ,p , District c��f / NAME i/ C7{ * Tz- �I of 4P DJ/ `r/ /¢ // Section Block Lot // (( //v €'O( DEPARTN1ENT USE ONLY Contact Information /✓ * P 1///SIF r\^-11 , (Telephone\umber) `' v I f Reviewed By Date 5 Property Address / Location of Construction Work: l� 77 r e:,-2Gti , t'E ❑ Approved for processing Building Permit. �— Stormwater Management Control Plan Not Required. 4 J r/ '77 Gse fl Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.0 T.M. #. 1000u n (Property Owner,Design Professional,Agent,Contractor,Other) T— .� �gliFlt{Z,,r``'^ CHAPTER 236 Stormwater Management Control Plan CHECK LIST section Block Lot NAME w z « SMCP -Plan Requirements Provide ONE copy of the Building Permit Application. Pleas Pani Date „I' y� �./ applicant provide te Ex Reason for not providing all Information that has benRequired by the following Checklist! 'ignahuc rekp,neNunnr 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of the following items. YES NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-i7(c1(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch - rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to. a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) d. Leaching Structures (e.g infiltration basins,swales,etc.) "—^ FOR I \GINI LRING DEPARTMENT USE ONLY"' Additional Information is Required. Reviewed & � ■ Stormwater Management Control Plan is Not Complete. Approved By — — Stormwater Management Control Plan is Complete. Date I ■ SMCP has been approved by the Engineering Department. ti FORM # SWCP Check List -TOS MAY 2014 l,/'/A©t SOUI,�_ 0 Town Hall Annex 4[ Telephone(631)765-1802 54375 Main Road ; N (631?765�45�2y e �� roger.richert(cRtown.souino U.nv.us P.O.Box 1179 yp �1 Southold,NY 11971-0959 - q', " ll COUNT, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION QUESTED BY: Date: /0- J.p mpany Name: .17,10,A 'E-'b me: A 1 £ ci%i ense No.: p c " cress: PO g 111 j- -/ / Cc/7 ane No.: - ? 2 L )BSITE INFORMATION: (*Indicates required information) ame: Ai /1IN--J idress: i `j 71 a.f._ 6 i44 t4-44 ross Street: t �_l( -lone No.: 0-9 P - 1/2.- milt •2-rmit No.: 31) D a x Map District: 1000 Section: Block: Lot: RIEF DESCRIPTION OF WORK (Please Print Clearly) 2 a,� (,� �_ Off c coc(/i 15: It tit, 6.1-1-"CC vim- 't '4 tl.o h lease Circle AU That Apply) job ready for inspection: ES NO • ou 1.11 Final o you need a Temp Certificate: YES 10 imp Information.(If needed) ervice Size: 1 Phase 3Phase 100 1.50 200 300 350 400 Other lew Service: Re-connect Underground Number of Meters .Change of Service Overhead Iditional Information: PAYMENT DUE WITH APPLICATION (...:: :• : , -.1- -,,} . 7-/- - WN OF SU L - P TY CORD CARD r/' �.-, / / '� 111 � ;� C,is OWNER I STREET/ 77 .VILLAGE DISTRICT SUB. LOT sl s _ IAalc�' i m griAletie.%a04.)41: 12- • /'t1 ii-Iaue.If 9 '` 1��La�, 10B>4103r FORMER OWNER - N Ej :--- - --r ACREAGE • - Me : it f"'_ - -La ` f', /. , U ti; all % r 3. 9 P. . iz 1 S TYPE OF BUILDING / i/d,.., h 6-4., . vic,,,_,L .1- ,(4--- e eat&e.„.. .-, R i? -� , SEAS. VL. FARM COMM. I IND. i CB. I MISC. RES. ''C7`r 1 a , LAND I IMP. TOTAL DATE REMARKS 47/ffe�6 5 14 ry- , i ra I ,- O ee. ? . / rte% ^ _ }}�� -- ,^ I.; f ?�_.s J�q ��;. 8- �6"I 0�-a - 'Ir {1 r -sl+ � `.1 Y i c7C E.s ife- A. ‹.)r-X> rl S`-0 Q LS-0 U - / a--; ,,, _A- 9956r 3zr-- rrrc£ -6 # r r apt a s,cCY2= .,. . .3300 .?3 a v I 3//o/7 Alain- '�(n' a --cL n 4r & I -J :Leg = D00.0776 I- f r_ -4 6 aou -CoQ° 5'.1- 6-t i ,: (-/.-" G ;, �.�- 1 J • C rl 7! ern�. ._.�r'7/E`Dj u`�Gc- ii +e i'n S'..-:C /F ``'ep I 0-0-0 A A ca-e) 5i�a 191 /3//4/03-LI o}D ' q3-fec1�G �tC ? r`r d = __ AGE I // BUILDING CONDITIO _ r r)7 e'c- / I _ SY;n=.5 - I'f.a0_ £ - 0 9 2Z F5 .0N a-Sol) -, , 0-17e.,, SjGjarm milisif Acre .� •I _- 2- Act... . 34 ILYalue I,0 418 ' v: ►e 'III Tillable I ,, ; . - ave -�U g:0.:11,-. - if,,L ,,-. s } Tillable 2 / 9d v ,` - _ 65Ff3 - 8S(6O — 9( 5- 5 £r/4 'l)df ( LL/--e . - 1 . Tillable 3 . t . Woodland ! - Swampland 1 Brushland -"y--`�-i� -_..__�--'4 j ` T i House Plot 4 !fid'S I. r or / 1 0-- ' 2--- Total :. � 1-77::-.....:-.4.2.-.. �* .... .- - • • S: ♦ v l i M� 6? .� a if- �. '�- ` rtg.�i �c-,ter'• .rte f�{�r.-.�'/ •°``. = s' r •�,, _ ,�' .-33� `mac -`T1 by el.grol 4 r y tr j-i n F V ., R F ¢ phi + 5 ,- _ r� t _ e. rig i. js�} i r �` S rim '� }s`s� z„-.:,I .4Z.c `+ �,f'�' - 4 z l T 4 E ,--z• --.1),� circ IT— ;. � —,_, .'-�-"� _ ( 1 ; I 4, -- 4.---- ) 1 IP 1 i Jk Ill - r T - • I 44) V- , it5( ! !. e,:r - 4... I A-- I il i ) N 1 _ E I • I I i - _ - ><-J std . , 112.-1-18 3/13 ' • v`` i'. } - I I s Jo33' /4/2‹ 2V - M. Bf Foundation Ie. Bath • �`' Fxtensl: iry o t/ca 7 _ .�� 246j ..:,, ?r 4 Basement � j Floors (�Q iExten o� /�� - '' = '. / Ext. Wolfs �, Interior Finish I �C1 -1=xtensfo ga f _ Fire Place Heat :�. �i? f,{ 4 : Z "t� y- ,d., V .r. Porch • Attic E l I ! et" Porch Rooms 1st Floor io f l •Brei way• / 7 ff g- 3 2NMI Patio Rooms 2nd Floor Garflge!_ F"> iC of oism i 7. � 3 Driveway S� - 1 /IIMM, HEllai Wil O. B- 1:314 ., - 771737/_ 1 I 0 1 REScheck S f ware Version 4.5.E Compliance Certificate Project ,!' 1 ENMEG ME Energy Code: 2010 New York Energy Conservation Al Location: Suffolk County, New York Construction Type: Single-family JUN 9 3 2''tC i 4 Project Type: New Construction Conditioned Floor Area: 0 ft2 BIRDCZEIPT Glazing Area 8% TOT,ObaMFOfINIIOXD Climate Zone: 4 Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: KALALJIAN Mark Schwartz,Architect BERGEN AVE P.O.Box 933 MATTITUCK,NY Cutchogue,NY 11935 631-734-4185 mksa rchitect@optonli ne.net Compliance: Passes using UA trade-off Compliance: 22.0%Batter Than Code Maximum UA: 209 Your UA 163 The%Better or Worse Then Code Index reflects hew dose to compliance the house Is based on code trade-off rales. it DOES NOT provide an estimate of energy use or Cost reladve to a minimum•code home. Envelope Ass„ rblies Gross Area CavityGlazing AF enihly Qr. Ft-Value R-Value,uor Door uA PerimeterU-Factor Wall 1:Wood Frame,16'o.c. 1,498 19.0 0.0 0.060 83 Window 1:Wood Frame:Double Pane with tow-E 113 0.310 35 Ceiling 1: Flat Ceiling or Scissor Truss 962 21.0 0.0 0.047 45 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildin. •.s been designed to r eet the 2010 New York Energy Conservation Construction Code requirements in REScherk Version - :_, .= to corn.lymandatory requirements listed in the REScheck lnspecti r Checklist. / Name-Tile at G Sign- ure ,,+. '... !s Zae,�,�� Date , �: . W la. 1/4x11-4,1. „> � ''f Ilk lit..+''' _4-5 . .I C4 J / :, / fg Project Title: Report date: 06/03/14 Data filename: C:\Users1Orafting Station\Documents\REScheck1KALALJIAN.rck Page 1 of 1 KALAIJIAN FIRE SPRINKLER SVC - AREA 1 Fire Sprinkler Reports for • Stephen and Kathy Kalaijian 1977 Bergen Avenue P.O. Box 1627 Mattituck, New York 11952 :/kit/61% l • ,•' 9 ,O, ktk. :tif.01::::87.,,W: a,. 4� /: 7.a...._ IIIIiii„ 1, 111,,L. Essot Prepared By: John Condon Condon Engineering,P.C. ` 1755 Sigsbee Road Mattituck,New York 631-298-1986 10-24-14 • Fire-Fire Sprinkler Hydraulics Calculation ProgramElite Software Development,Inc. Condon Engineering 1'6"x- Kalaijian Fire Sprinkler Svc-Area 1 Mattituck,NY 11952 r.wisp Page 2 General Project Data Report General Data Project Title: Kalaijian Fire Sprinkler Svc-Area 1 Project File Name: Kalaijian Sprinkler Service..fiw Designed By: John Condon Date: 10-24-14 Code Reference: NFPA 13D Approving Agency: LOCAL JURISDICTION Client Name: Stephen and Kathy Kalaijian Phone: 631-298-4285 Address: 1977 Bergen Avenue P.O. Box 1627 City, State Zip Code: Mattituck, New York 11952 Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State. Mattituck, New York Phone: 631-298-1986 Building Name: Kalaijian Attic Building Owner: Stephen Kalaijian Contact at Building: Stephen Kalaijian Phone at Building: 631-298-4285 Address Of Building: 1977 Bergen Avenue City, State Zip Code: Mattituck, New York 11952 Project Data Description Of Hazard: NFPA-13D Sprinkler System Type: Wet Design Area Of Water Application: 242 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC SDR 13.5 Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance. 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: RFC 49 LL Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 0.00 psi Test Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psi Calculated System Flow Rate: 27.36 gpm Calculated Inflow Residual Pressure: 21.73 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 6 Number Of Active Pipes: 5 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sadeyyffdtober 24, 2014, 3:08 PM • Fire-Fire Sprinkler Hydraulics Calculation ProgramElite Software Development,Inc. r Condon Engineering Kalaijian Fire Sprinkler Svc-Area 1 al 1.11.1 Mattituck,NY 11952 Page 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 4:90 7.00 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 4.90 8.64 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 16.26 8.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 20.15 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 No Discharge , ---- N/A 21.73 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 21.73 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sedsyyffatober 24, 2014, 3:08 PM Fire-Fire SprinklerHydraulics Calculation Program - Elite Software Development,Inc. Condon Engineering i`51 Kalaijian Fire Sprinkler Svc-Area 1 Mattituck,NY 11952 Page 4 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 CPVC SDR 13.5 0.750 0 E 11.50 7.00 18.50 150 2 8 CPVC SDR 13.5 0.750 0 T 18.50 3.00 21.50 , 150 8 10 CPVC SDR 13.5 0.750 0 E 4.00 7.00 11.00 150 10 12 CPVC SDR 13.5 0.750 0 2.00 0.00 - 2.00 150 12 50 Fire Pump, Boost Ignored Pump 1 1 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sedestelrfoitober 24, 2014, 3:08 PM Fire-Fire Sprinkler Hydraulics Calculation Program C., Elite Software Development,Inc. Condon Engineering 'ell ` • Kalaijian Fire Sprinkler Svc-Area 1 Mattituck,NY 11952 . ,"""F , Page 5 Fire Sprinkler Output Data Overall Node Groupings Output Data . Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 2 0 0.00 12.96 0.00 0.00 7.00 2 1 0 0.00 14.41 0.00 0.00 8.64 0.00762 2 8 0 0.00 8 2 0 0.00 0.00 0.00 0.00 16.26 8 10 0 0.00 10 8 0 0.00 0.00 0.00 0.00 20.15 10 12 0 0.00 12 10 0 0.00 0.00 0.00 0.00 21.73 12 50 0 0.00 50 12 0 0.00 0.00 0.00 0.00 21.73 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sedayyl etober 24, 2014, 3:08 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering Kalaijian Fire Sprinkler Svc-Area 1 Mattituck,NY 11952 Page 6 Fire Sprinkler Output Data • Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. pF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 4.90 8.00 12.96 7.00 0.75 0.00 0.08888 11.50 1.644 2 4.90 8.00 14.41 8.64 0.884 12.96 E 7.00 0.000 CPVC SDR 13.5 150 6.78 0 18.50 1.644 2 4.90 8.00 14.41 8.64 0.75 0.00 0.35405 18.50 7.612 • 8 0.00 8.00 0.00 16.26 0.884 27.36 T 3.00 0.000 CPVC SDR 13.5 150 14.30 0 21.50 7.612 8 0.00 8.00 0.00 16.26 0.75 0.00 0.35405 4.00 3.895 10 0.00 8.00 0.00 20.15 0.884 27.36 E 7.00 0.000 CPVC SDR 13.5 150 14.30 0 11.00 3.895 10 0.00 8.00 0.00 20.15 0.75 0.00 0.35406 2.00 0.708 12 ' 0.00 6.00 0.00 21.73 0.884 27.36 0.00 0.866 CPVC SDR 13.5 150 14.30 0 2.00 1.574 12 Pu6.00 21.73 27.36 50 Boost 6.00 21.73 Ignored C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SedsgeCFotober 24, 2014, 3:08 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering t Kalaijian Fire Sprinkler Svc-Area 1 Mattituck,NY 11952 ? Page 7 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure (ft )2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (gpm/ft2) (gpm) 1 A 4.90 8.00 7.00 144.00 0.090 12.96 2 A 4.90 8.00 8.64 144.00 0.100 14.41 Sub Totals For Group A 288.00 0.095 27.37 Totals For All Groups 288.00 0.095 27.37 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sedepffatober 24, 2014, 3:08 PM 4 - Fire-Fire Sprinkler Hydraulics Calculation Program 111Elite Software Development,Inc. Condon Engineering /lel Kalaijian Fire'Sprinkler Svc-Area 1 Mattituck,NY 11952 F,-5 Page 8 Fire Sprinkler Output Summary Hydraulically Most Demanding,Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: ' 242.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.113 gpm/ft2 Application Average Area Per Sprinkler: 121.00 ft2 Sprinkler Flow: 27.37 gpm Average Sprinkler Flow: 13.69 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure ( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0076 psi Actual Average Nodal Pressure Imbalance: 0.0043 psi Actual Maximum Nodal Flow Imbalance: 0.0076 gpm Actual Average Nodal Flow Imbalance: 0.0013 gpm Overall Network Summary Number Of Unique Pipe Sections: 5 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 1.15 gal Sprinkler Flow: 27.37 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 21.73 psi Node: Demand Flow At System Inflow Node: 27.36 gpm C:\UsersUohn Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SddaQpcatober 24, 2014, 3:08 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. . Condon Engineering .0-'� Kalaijian Fire Sprinkler Svc,-Area 1 Mattituck,NY 11952 Page 9 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 200 180 160 N 140 a 120 N 100 2 a 80 60 Fire Pump 40 20 0(17 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x1 00) gpm Pump Curve Data (Talc® HH3-150C) Flow(gpm) 1: 20.00 Pressure (psi) 1: 45.00 Flow(gpm)2: 25.00 Pressure (psi)2: 44.00 Flow(gpm) 3: 30.00 Pressure (psi) 3: 43.00 Flow(gpm)4: 35.00 Pressure(psi)4: 41.00 Flow(gpm) 5: 40.00 Pressure(psi) 5: 40.00 Demand Curve Data Calculated Residual Pressure: 21.73 psi Calculated Flow Rate: 27.36 gpm Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.87 psi C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Soda October 24, 2014, 3:08 PM KALAIJIAN FIRE SPRINKLER SVC - AREA 2 Fire Sprinkler Reports for Stephen and Kathy Kalaijian` 1977 Bergen Avenue P.O. Box 1627 Mattituck, New York 11952 I OF NEW r iSfrw ' � �• �, YW-1 `V at 00- Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,New York 631-298-1986 10-24-14 Fire-Fire Sprinkler Hydraulics Calculation,Program Elite Software Development,Inc. Condon Engineering f' Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 Page 2 General Project Data Report General Data Project Title: Kalaijian Fire Sprinkler Svc-Area 2 Project File Name: Kalaijian Sprinkler Service ..fiw Designed By: John Condon Date: 10-24-14 Code Reference: NFPA 13D Approving Agency: LOCAL JURISDICTION Client Name: Stephen and Kathy Kalaijian Phone: 631-298-4285 Address: 1977 Bergen Avenue P.O. Box 1627 City, State Zip Code: Mattituck, New York 11952 Company Name: Condon Engineering, P.C. Representative: John Condon Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Kalaijian Attic Building Owner: Stephen Kalaijian Contact at Building: Stephen Kalaijian Phone at Building: 631-298-4285 Address Of Building: 1977 Bergen Avenue City, State Zip Code: Mattituck, New York 11952 Project Data Description Of Hazard: NFPA-13D Sprinkler System Type: Wet Design Area Of Water Application: 184 ft2 Maximum Area Per Sprinkler: 144 ft2 Default Sprinkler K-Factor: 4.90 K Default Pipe Material: CPVC SDR 13.5 Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: RFC 49 LL Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 0.00 psi Test Flow Rate: 0.00 gpm Test Residual Pressure: 0.00 psi Calculated System Flow Rate: 26.42 gpm Calculated Inflow Residual Pressure: 21.16 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.09 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 7 Number Of Active Pipes: 6 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SedagyO6teber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering " ''�7 KalaijianFire Sprinkler Svc-Area 2 'Mattituck,NY 11952 .wr.++ Page 3 Fire Sprinkler Input Data Node Input Data ' Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 3 Sprinkler A 4.90 7.55 8.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 4.90 7.00 8.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 5 No Discharge ---- N/A 8.02 8.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 8 No Discharge ---- N/A 15.98 8.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 No Discharge ---- N/A 19.63 8.00 0.00 -- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 21.16 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 21.16 6.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler Sod y Q6ttber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ' ' Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 - Page 4 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) , (feet) psi) 3 5 CPVC SDR 13.5 0.750 0 5.00 0.00 5.00 150 4 5 CPVC SDR 13.5 0.750 0 T 8.50 3.00 11.50 150 5 8 CPVC SDR 13.5 0.750 0 T 21 00 3.00 24.00 150 8 10 CPVC SDR 13 5 0.750 0 E 4.00 7.00 11.00 150 10 12 CPVC SDR 13.5 0.750 0 2.00 0.00 2.00 150 12 50 Fire Pump, Boost Ignored Pump c C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SisdageClttober 24, 2014, 3:05 PM • Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering1 Kalaijian Fire Sprinkler Svc-Area•2 Mattituck,,NY 11952 •-.' + - Page 5 Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 3 5 0 -13.45 13.46 0.00 0.00 7 55 4 5 0 -12.96 12.96 0.00 0.00 7.00 0.00522 5 3 0 13.45 0.00 0.00 0.00 8.02 -0.00476 5 4 0 12.96 5 8 0 -26.42 ' 8 5 0 26.42 0.00 0.00 0.00 15.98 0.00000 8 10 0 -26.42 10 8 0 26.42 0.00 0.00 0.00 19.63 0.00000 10 12 0 -26.42 12 10 0 26.42 0.00 0.00 0 00 21.16 0.23863 12 50 0 -26.66 50 12 0 26.66 0.00 0.00 -26.66 21.16 • C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SadsqeOUber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering ii`i Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 /Z,, Page 6 Fire Sprinkler Output Data Overall Pipe Output Data . Beg. Nodal Spk/Hose Residual Nom. Dia. G (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 3 4.90 8.00 13.46 7.55 0.75 13.46 0.09522 5.00 0.476 5 0.00 8.00 0.00 8.02 0.884 13.45 0.00 0.000 CPVC SDR 13.5 150 7.03 0 5.00 0.476 4 4.90 8.00 12.96 7.00 0.75 12.96 0.08883 8.50 1.022 5 0.00 8.00 0.00 8.02 0.884 12.96 T 3.00 0.000 CPUC SDR 13.5 150 6.77 0 11.50 1.022 5 0.00 8.00 0.00 8.02 0.75 0.00 0.33180 21.00 7.963 8 0.00 8.00 0.00 15.98 0.884 26.42 T 3.00 0.000 CPVC SDR 13.5 150 13.81 0 24.00 7.963 8 0.00 8.00 0.00 15.98 0.75 0.00 0.33180 4.00 3.650 10 • 0.00 8.00 0.00 19.63 0.884 26.42 E 7.00 0.000 CPVC SDR 13.5 150 13.81 0 11.00 3.650 10 0.00 8.00 0.00 19.63 0.75 0.00 0.33180 2.00 0.664 12 0.00 6.00 0.00 21.16 0.884 26.42 0.00 0.866 CPVC SDR 13.5 150 13.81 0 2.00 1.530 12 Pumlp 6.00 21.16 26.42 50 Boost 6.00 21.16 Ignored C:\Users\John Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SedeROGtuber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering �� Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 +..>rs Page 7 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 3 A 4.90 8.00 7.55 144.00 0.093 13.46 4 A 4.90 8.00 7.00 144.00 0.090 12.96 Sub Totals For Group A 288.00 0.092 26.42 Totals For All Groups 288.00 0.092 26.42 C:\Users\John Condon\FavoritesWutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SedsgeQ6tsber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Condon Engineering `e4� Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 Page 8 Fire Sprinkler Output Summary Hydraulically'Most Demanding Sprinkler Node HMD Sprinkler Node Number: 4 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application. 184.00 ft2 Minimum Desired Density: 0.090 gpm/ft2 Application Average Density: 0.144 gpm/ft2 Application Average Area Per Sprinkler: 92.00 ft2 Sprinkler Flow: 26.42 gpm Average Sprinkler Flow: 13.21 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 10- 12) 13.81 ft/sec Maximum Velocity Pressure( In Pipe 10- 12) 1:28 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0054 psi Actual Average Nodal Pressure Imbalance: 0.0030 psi Actual Maximum Nodal Flow Imbalance: 0.2386 gpm Actual Average Nodal Flow Imbalance: 0.0355 gpm Overall Network Summary Number Of Unique Pipe Sections. 6 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 1.29 gal Sprinkler Flow: 26.42 gpm Non-Sprinkler Flow: 0.00 gpm Minimum Required Residual Pressure At System Inflow 21.16 psi Node: Demand Flow At System Inflow Node: 26.42 gpm C:\UserslJohn Condon\Favorites\AutoCadDrawings\Kalaijian SprinkleriKalaijian Sprinkler Sedaye Uteber 24, 2014, 3:05 PM Fire-Fire Sprinkler Hydraulics Calculation ProgramElite Software Development,Inc. Condon Engineering r a' , Kalaijian Fire Sprinkler Svc-Area 2 Mattituck,NY 11952 .srui Page 9 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 200 - 180 160 .N 140 a. 120 L 7 w 100 a2 D. 80 60 Fireump 40 206 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x1 00) gpm Pump Curve Data (Talco HH3-150C) Flow(gpm) 1: 20.00 Pressure(psi) 1: 45.00 Flow(gpm)2: 25.00 Pressure (psi)2: 44.00 Flow(gpm) 3: 30.00 Pressure (psi) 3: 43.00 Flow(gpm)4: 35.00 Pressure(psi)4: 41.00 Flow(gpm) 5: 40.00 Pressure(psi) 5: 40.00 Demand Curve Data Calculated Residual Pressure: 21.16 psi Calculated Flow Rate: 26.42 gpm Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.87 psi C:\Users\ohn Condon\Favorites\AutoCadDrawings\Kalaijian Sprinkler\Kalaijian Sprinkler SedegeQGtaber 24, 2014, 3:05 PM 1. Q RESIDENTIAL&COMMERCIAL FIRE PUMP SPECIALISTS IT fliLFG I ;L Pte iB PHONE:800.0784055 WWW.TALCOFIRE.COM HOME HYDRANT NFPA-13D Packaged Residential Fire Pump & Tank HH3- 150C 4 m 4OGPM a@ 40PSI *, 29 0,5 350 Gallon Water Tanker0 Wil ® Tank Drain %2"(GHT) q ` it.l i- I ® Overflow Fitting 1"(NPT) ® Auto-Fill Valve 3/4"(NPT 1 .5HP Electric Motor I .f 240 Volt Single-Phase 8.1 Amp (Full Load) ifromm_ • atesiasoff- Zi 1 Y4" Discharge (NPT) :I_i'i(PISmart Riser Control System 76 — ® Isolation Ball Valvek �-%�•1'10�' ® Test Line/S stem Drain '/� i± limn ® 40-60 Pressure Switch mo nnti i,.112,,j, o, _ ® Pressure Gauge ` —=om 10 ® Flow Switch � �,imr• ,__;. . _1 f.' L�^ 09 Discharge Check Valve �� � "- ® 10 100 Suction Shut-off Valve _ 49 s,._ PerformancePerformance values based on multiple pump tests.Not for certification purposes. GPM 0 20 25 30 35 40 45 PSI 47 , 45 44 43 41 40 39 • Bulletin 032 Rev.C Model RFC30 LL (SIN RA3211) co eRI- ® Model RFC43 LL (SIN RA3212) Model RFC49 LL (SIN RA3216) al iN Residential Flat Concealed Sprinklers 0 Specifically Listed for use in � , Multipurpose Systems that = 4 serve both domestic water and fire protection. Sprinkler Type . Residential Flat Concealed Sprinkler listed for Plain Cover Plate a minimum design density of .05 gpm/ft2 with "potable water". • Model RFC30 LL ,e6'5:, ` , • Model RFC43 LL =o' -- 4, • Model RFC49 LL Features - : - . 1. National Sanitation Foundation (NSF) Cer- tified to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content). Perforated Cover Plate 2. Very low water flow requirements. 13. Cover plate attachment(Plain or Perforated) a finer droplet size than standard sprinkler patterns. The with 1/2" (13mm)total adjustment combination of speed of operation and high discharge pat- 4. Thread-on/off or Push-on/off cover attach-' tern required for residential sprinklers has demonstrated, ment option, in fire testing,an ability for controlling residential fires,and 5. Smooth Aesthetic ceiling profile. thereby providing significant evacuation time for occu- 6. Available in white, brass, chrome and black pants. The RFC30 LL,RFC43 LL and RFC49 LL Sprinklers provide the best form of fire protection by combining an at- plated or custom painted finishes. tractive appearance and 1" (13mm)of cover adjustment Patent Pending for ease of installation.The small diameter cover plate is easily and positively attached and blends into the ceiling, Listing & Approvals concealing the most dependable fire protection available, 1. Listed by Underwriters Laboratories,and certified by an automatic sprinkler system. The RFC30 LL, RFC43 LL UL for Canada(cULus) and RFC49 LL are UL Listed and NSF Certified Residen- 2. NSF Cerified to NSF/ANSI Standard 61 Annex G tial Sprinklers to be installed in the residential "potable" water applications of any occupancy in accordance with Product Description NFPA 13, 13R, & 13D and meets all applicable low lead Model RFC30 LL, RFC43 LL and RFC49 LL Concealed standards, .25% or less. The cover plate adjustability of Residential Sprinklers are fast response residential fusible the RFC30 LL, RFC43 LL and RFC49 LL can reduce the solder link automatic sprinklers. Residential sprinklers dif- need for precise cutting of drop nipples. The threaded fer from standard sprinklers primarily in their response time cover plate assembly can be adjusted without tools to fit and water distribution patterns.,Model RFC30 LL,RFC43 accurately against the ceiling.The fire protection system LL and RFC49 LL sprinklers discharge water in a hemi- need not be shut down to adjust or remove the cover plate spherical pattern below the sprinkler deflector. Residen- assembly. tial distribution patterns are higher and generally contain Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation For use in fire sprinkler systems that also supply potable water to a When installing a sprinkler,the wrench is first positioned into the plumbing fixture or furfures. sprinkler/cup assembly and around the hexagonal body of the spin- The RFC30 LL,RFC43 LL and RFC49 LL,for residential installa- filer frame. The wrench must bottom out against the cup in order to tions,use a 165°F(74°C)fusible solder link in a tuning fork style spun- ensure proper,safe installation. The sprinkler is then tightened into kler frame with a drop-down deflector. This assembly is recessed the Pipe Wig. When inserting or removing the wrerlch from the into the ceiling and concealed by a flat cover plate. The cover plate Sprinkle'/cup assembly care should be taken to prevent damage to is attached to the skirt using 135°F(57°C)ordinary temperature etas- the sprinkler DO NOT WRENCH ON ANY 011-ER PARTOF THE sitication solder. When tie ceiling temperature rises,the solder hold- SPRINKLER/CUP ASSEMBLY.MODEL RFC30 LL,RFC43 LL AND ing the cover plate releases the Core allowing the deflector to drop RFC49 LL CONCEALED SPRINKLERS MUST BE INSTAI I FD into position and exposing the sprinkler inside to ceiling temperature. ONLY WITH 135°F RATED COVERS. The subsequent operationofthesolder link opens the waterway and Note:A leak tight W NPT(R1/2)sprinkler joint can be obtained causesthe deflector to drop into position to distribute the discharging with a torque of 8-18 ft-lbs(10,8-24,4 N-m). Do not tighten sprinklers water in a hemispherical pattern below the sprinkler deflector. My over maximum recommended torque. It may cause leakage or im- adjustment of thread engagement between the cover plate and cup pairment of the sprinklers. will assure that the drop-down deflector is property located below the Cover assemblies provide up to 1/2"(13mm)of adjustment Turn ceiling. The residential distribution pattern contains a finer droplet the cover clockwise until the flange is in contact with the ceiling. For size than a standard sprinkler,and the pattern produces significantly the push-on/thread-off option,the cover assembly is pushed onto the higherwall wetting.After a 25/8'inch diameter hole is cutin the ceiling, cup and final adjustment is made by turning the cover dockwise un- the sprinkler is to be installed with the Model FC Wrench. til the skirt flange makes full contact with the ceiling. Cover removal Installation Data: Thread Size Nominal Sprinkler CCP Assembly Max. K Max. Model(SIN) Inch(mm) Orifice Temp Rating Temp.Rating I Ambient Temp. Factor Pressure Inch(mm) °F °C F °C °F °C psi(bar) RFC 30 LL(RA3211) Y2"(15) 21/64(8,2) 165 74 135 57 100 38 3.0(43.2) 175(12) RFC 43 LL(RA3212) W(15) 3/e(10) 165 74 135 57 100 38 4.3(62) 175(12) RFC 49 LL(RA3216) W(15) 7/6(11) 165 74 I 135 57 100 38 4.9(70.6) 175(12) Note:1 bar=100 Kpa RFC 30 LL Ordinary Temp.Rating Top of Deflector Minimum Max.Coverage Max.Spacing (165°F/74°C) Installation area Ft(m) Flow Pressure to Ceiling Type Spacing I Ft x Ft(m x m) (m) GPM(L/min) PSI(bar) inch(mm) 12 x 12(3,6 x 3,6) I 12(3,6) 9(34,1) 9.0(0,62) Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed Ceilings per NFPA 13D,13R or Concealed 8(2,4) I 14 x 14(4,3 x 4,3) I 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams 1 to 1(13 to 25.4) I For Ceiling types refer to NFPA 13,13R or 13D RFC 43 LL Ordinary Temp.Rating Top of Deflector Minimum Max.Coverage Max.Spacing (165°F/74°C) Installation area Ft(m) g Flow Presure finch( � Type SpacingFt(m) Ft x Ft(m x m) GPM(L/min) PSI(bar) 12 x 12(3,6 x 3,6) 12(3.6) 12(4,5) 7.8(0,54) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1(0,63) Smooth Ceilings/h to 1(13 to 25.4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1(0,63) Beamed Ceilings per NFPA 13D,13R or Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 13 installed in beams Y2 to 1(13 to 25.4) 20 x 20(6,1 x 6,1) 20(6,1) 1 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13,13R or 13D RFC 49 LL 1 Ordinary Temp.Rating Top of Deflector I Minimum Max.Coverage Max.Spacing (165°F/74°C) to Ceilin installationarea Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) Type Ft(m) GPM(L/min) PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) Smooth Ceilings%to 1(13 to 25.4) 16 x 16(4,9 x 4,9) 16(4,9) { 13(49) 7.0(0,48) Beamed Ceilings per NFPA 13D,13R or Concealed 8(2,4) - 18 x 18(5,5 x 5,5) 18(5,5) 17(64.3) 12.0(0.83) 13 installed in beams 1/2 to 1(13 to 25.4) 20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13,13R or 13D 2. requires turning in the counter-clockwise direction. In ceilings that and '/,s" orifice respectively. Temperature rating shall be have a plenum space above the sprinlder,the plenum space Ordinary 165°F (74°C); cover plate temperature rating to may have neutral or negative presstsizedion but must not be be 135°F (57°C). Cover plate assembly shall consist of a positively pressurized. Inspect aB speirddets aft'Installation to brass cover plate and copper alloy retainer flange allow- ensurethatthegap betweenthecoverplateartticeilingandthe ing a 1/2"cover plate adjustment. Any secure engagement 4 slots in the cup are all open and freefrom arryairflow imperil' between the cover plate and the cup will assure that the mgrs drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory in- Maintenance stalled inside the sprinkler cup to protect the drop-down Model RFC30 LL, RFC43 LL and RFC49 LL Concealed sprinkler deflector from damage,which could occur during Sprinklers should be inspected quarterly and the sprin- construction before the cover plate is installed. Standard kler system maintained in accordance with NFPA25. Do cover finish: [Chrome] [White] [Specialty—specify]. Resi- not clean sprinklers with soap and water, ammonia or any dential concealed sprinklers shall be Reliable Model RFC30 other cleaning fluids. Remove dust by using a soft brush LL,SIN RA3211 (Bulletin 032),RFC43 LL,SIN RA3212(Bul- or gentle vacuuming. Remove any sprinkler cover plate as- letin 032)or Model RFC49 LL,SIN RA3216(Bulletin 032). sembly which has been painted(other than factory applied) hest't or damaged in any way. A stock of spare sprinklers should Ordering Information Cover Plate Standard Finishes Ffnis Flnis be maintained to allow quick replacement of damaged or Specify: operated sprinklers. Prior to installation, sprinklers should 1. Sprinkler Model Chrome be maintained in the original cartons and packaging until 2. Cover Plate Finish White Paint used to minimize the potential for damage to sprinklers that 3. Thread-On or Special Application would cause improper operation or non-operation. Push-On Feature Finishes(2) Bright Brass Model RFC30 IL, RFC43 LL and RFC49 LL Finished Bronze Residential Concealed Sprinkler Specification Black Plating Sprinklers shall be cULus Listed and NSF-61 Annex G Black Paint certified low flow residential concealed sprinklers with drop- Off White down deflector and adjustable flat cover plate engineered ,Satin Chrome for a minimum design density of 0.05gpm/ft2. Sprinkler 0) Other finishes and colors are frame and deflector shall be of bronze frame construction available on special order. havingt/2"NPT thread. Consult factory for details. a Coverplate custom paint is Thermal element shall consist of an approved black- semi-gloss, unless specified painted beryllium-nickel fusible solder link with symmetric otherwise. lever mechanism, maintaining a Teflon-coated Belleville 421 For the perforated style cover- spring washer and machined brass cap water seal assem- plate,consult factory for avail- ability on these and other cus- bly containing no plastic parts. Sprinkler K-factors shall be torn finishes. a nominal 3.0(43.2), 4.3 (62) and 4.9 (70.6), having a 3/8" ----- 4. I -------- `, f- - - _ -- __7 - �r -;is b: 3d , 3. a a •Y r CompleteReliable. . .Fo Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of gvrn90nt arl codes or,and are ordinances and sewherever apviced plicable. highly Products manufactured and distributed by Reliable have been protecting life and property fore r qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by �� Recycled Reliable Automatic Sprinkler Co.,Inc. ,a i' Paper ablid (800)431-1588 Sales Offices (800)848 6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S A 06114 PIN 9999970405 NY LIC. MARK SCHWARTZ AIA ARCHITECT 'I 28495 MAIN ROAD CULCHOGUE NEW YORK 11935 19'-C 3'-I 3,10p i / 27'-10' \\\ 3'-1 O' r 3'-I 0 G'-0' P.6314344185 III ` Li'I • v 7 qi i 6-0' 1B9• I6'.D• ,I I ,l I ,�;�, 4,-- •ii ' '''1 ���� +Y 20'.9' �r �� r i t20'2' f". W �� OFFICEEr. : — cn GYM t V 44? kr 6,0' a•s• 1111 �\ WALK-IN I G s G , C � 1 CLOSET A O 1 Z 1 _/ .f-. '.1.- 4----------,,,----,-.-__..., >4 ; T.4 11 f p it ti d I s LJ. a 11 Z L z 2'-0' \ — J I a L_ �I— J w ....,....js14.4... ......... I Bldg Dept copy from ZBA Iiimi • I Final reviewed documents li I; v ZBA File# a I. Date: / / 4111'/ I' W L-- -- JJ NO DATE REVISIONS OPROPOSED THIRD FLOOR PLAN SCALP A.= I'-O'• COMM.N00 SCHWARTZ DATE MAT OS 2514 SCALD NOTED WN BY. PHS DRAWN CHECKED BY SHEET TITLE PROPOSED 1 Floor Plans 6 I I - A-10 1 :E • 0 i - I NY LIC ‘. I . II I I MARK SCHWARTZ - AIA - ARCHITECT 78695 MAINROAD -•' .04e ' 11 NEW YO 11935 F.631-7344185 —— ' ._/ 0 -9 - --- -- 6 — — -- — -- _--- --- A-� DECK ---- '-- ...,i MASTER BATH - - - - -------- -------------- —1------------ — o _- __- --_ _ __ - _ -��., _ _ -_ __--_ -�_ ____ j \--;_=-_--iL. cry.- -._. « firer, �` _-__ - _-_- --_ /zip `I - _____ - rrmnx,orc.,zae ` - NM WM.12066 I-'\„..,.:41--)"- 111 i V II — 1 I l 1 4(4 I I ° MASTER BEDROOM LIVING ROOM I 11 DINING - L71 I 1; `"9`6° Bldg Dept copy from Ze is r T, - 2x12FJ \ I 2x12FJ - j j1 " el'Vac Final reviewed docum w Q16 ec (§ zoc - g�F e Date:_. ^ ; >.,Sy, ___ E I i a I IS$' f w W W ` ' II _ w \ PROPOSED S- - I .st. ° 6- STAIRCASEIMMIMMIMMI 1` I �j U a TOTHIRD9 {..� 14 FLOOR d i I I g -/^/. g 55 KITCHEN . _ _ j.-_7zwz „.,.., WIC ! / 4. 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NO DATE REVISIONS 1 i._ 11111_1_1 NII ,s,_,.1!.!.....4-.,fciL lia f�;,'11,i f'i j `' � j I —� ��_ I _DECK _— RECEIVED 6:1-1 l + ' i 1 --- _ COMM.NO.: SCHWARTZ .114'.,-'1,1--,A I II 'I �_lco ____-________- - DATE May66,7011 _.:':� 1. - -- .-- SCALE A6 NOTED MAY 2014 __�_ - -_- -_- - _ __ - — ..`I�--_ _—_—_—= _.11_x__ ____.:—_--__._ _ _--_ - _ ---- l NY I.IC- I Cn _ RECEIVED . ,, - -__-= APR 12014---=-- MARK A _ — — -1---=-----1,--=_-_ SCI ARTZ - - =_-_ - -_,_::-_- .-,======--, BOARD OF APPEALS AAI S - _----_-_ _ __ _ ______-_----- -- -_--___-_--___ 28495 MAIN ROAD _-_----SIT:,c._ _--_-_-__=c_----- _--_--_- __ CU7CIIOCUE -__ _--_ __ _ ----_----__- - NEW YORK 11935 _____________-__________-__.___ --_--�__-__. _-_-.- _-_-------___ - - P.631-TJ4-0185 - - I.I I ---- EiIlz _ Ii±11I ± ---k_,.._ __, , ......„„..„, N.,.......,..„...,,,,,,, . _ _ ______ ... _,__ __ ...t , „,H„ ,.. ,,, . -1_ I , I . _:_..'Lj- j- T[7 1 IOC 40!>(T7 ani V ® 0;1.4-Xi PIum (^Qrr) iZ OPROPOSED S;I DE (WEST) ELEVATION A SCALE 4.= 1.-o° ,r W O ----(a_qq•; 1 Bldg Dept copy froW Ere1EedEs �J z U ' H C7 F 4t g IIIMI r4 't S. -- - - ---- ---------------------------- --------------------- --------- -------- -- -------- -- ---- ----- - --------- -- --- - ------ H - ----------------------------------- - - --- -------- - ---- --- --- ---- ----- -- ---------- --- - - --- - 4111.- -- ------- - - -- -_-----= - ----- - - RI ___=-_-_-...,--- --- _---7-_-_-__-__--_-_,-..-=-_=-_,.-=_-=:_-_-__.-_-,-__=,.-,-..-_,._.=_,_--.;-:.--__=_-,-_,_-_,...--=-_-_-=_-=-_-_,.-_-_.=_.,_-_-,.-_,_=..--- --------= -- --",-:-.= - -� --1�f-I- - _--____- I + - 1 _ - _ I �- -_ _ __ 1 I -1_ ------ NO. DATE REVISIONS -----— - I -- ' 1 r 1 1 _- -_-----_ - I -� — - -- r - - --- ( -- ---- - - --------- _ 1_ ___ _-- = _-__--_____ _ _--.-____ _._-_- ---_________ COMM NO- SCHWARTZ - ------ ----- -r I" i -- -_ --__ -._--.______ __-- DATE ASN.2113 __ I ----- _ _---_-_-- SCALE AS NOTED DRAWN BY tL'• :I,Y ;S .;:f•-•-•,. 2,N.C.2:V{-: :32:C 9' J L:2N -- -__---___-_-._ _- _- CHECKED BY FRS I : II 1 I I V I 1+I W IFRI I-- f - - } 4., rysF<i ;�.':;,. •I f++-1I;-1-I-- - - SHEET TITLE y �' %,0 •41:14r e PROPOSED ,..;..z :. •S ER P_.r•.'3x.sc::::X%%11.:. Y§xitgA" Elevations i I $ CI) PROPOSED FRONT (WEST) ELEVATION A-8 SCAL X = I'-o^ et 0 IG a ' T RE /I >L 2 3 2014 NtARx SCHWARTZ AIA � ARCFiTTECr BLDG DEPT. \ , i TONIN OF SOUTHOLD 78495 MAIN ROAD CUTCHOGUH c.w, NhW YORK 11935 P 631-7349185 / ...,_, AV62e DECK - 0 - 10MASTER BATH - 1 .0 Cathedral Coling - - -- - „ —e. _ 9 rs _ r Az, ,, FArx.d,arx 1x0.1 WC(ann.Idose w V I f.zf MASTER BEDROOM LIVING ROOM I DINING CH 9'-6° CH=8'-0° CH=9'-6° I j 2x12 FJ \ 2x12 FJ \ 2x12 FJ \ I \@G 16°oe �/, G 16•oc \ G 12"oc - — ��]y n. it ilMli 0 I jou dd ��p!] � �®�. , 8 PROPOSED § _ 9�®�O0 � a 0 STAIRCASE g rte— t.- W `r� FLOOR /j, KITCHEN . - a, - ` - /— - 1 �,: F°"y [~ WIC - — o ,_o: II I'd .�.x,K,^s,,� ,saz,.... ' cna'-o° --- O �/ 44 14 oio P EXPAND an.1 • 2x 12 FJ \ — LAUNDRY CLOS l—� ��i� _ LJ OFFICEI / G I6•oc s®.®.a,Am—.:=�_ --- �I._ I, 1"°� C,.1 s.e j LAUNDRY \/ �O- ` — "— CHB•-O. I 1 -.—..s. 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TOWN OF SOUTHOLD NY LIC. MARK ISCHWARTZ •~ AIA s' x ARCHITECT 28495 MAIN ROAD CUTCHOGUE /1 wa° I T^ NEW YORK 11935 P.631.734-4185 / \ Oo 7 7 \ ,��. I 4V DECK -07 MASTER BATH -0 Cathedral Cc I,ng y _ I ° i \ _ _.. ed°t VL NA + MUM 5.uor,.,1m>e °xrxrsuovxs iaose hrl ,t ww.,�a _ 1 - V WIC I } gg 'MASTER BEDROOM LIVING ROOM _ DINING (" J Ig 9aI CH 9'-6° 44 CH=8,0° CH=9'-6° 2x12PJ / 2x12 FJ \ 2x12FJ \ i \ Cg 16°oc \ \ Q d6°ac \ ®12°acg C7 is A C9-) [14 LT61 C�PROPOSED cnarixrttxam § ' 2TAIRCASE a-� 0 TO THIRD ,wv�.srA^+r x>wv rr�rri»,wrsysmrtr>•i�zrre;errwa-.t Z kard FLOOR KITCHEN nes.; . . __....1 „{ «,a 4 .,x da �tPaa + ter;. W.I.G, Ai CH 8'-0^ — - w aJ W irr _.2e. ..,,.nxma�n:m rr>m EXPAND 'i u�I.,,,,�� _ 1111111' 2x 2 FJ \ _ LAUNDRY CLOSET - ' _\ (g 16°ocOFFICE1 � — cH=e'•o J , LAUNDRY v — ` a 114 j = r ///'''_ GUEST SUITE I / Cathedral Ceiling rili ZEES oz I / l 2 - I r y I I I __ ., r -, �� ■ cam® y =_'- �MI '1Tfi f — ' — WALK-IN _ ENTRY .— .- , 166wa I I.. , . CLOSET -7-.--a - CH=8 O° - Cathedral Ceiling , NO DATE REVISIONS _ y IPA I In i' rtlfl fll! DECK ' Sao o � oaero COMM II I DATE NO MaSCHWARTZ 201 SCALE 'A6 NOTED DRAWN EY PRS - CHECKED EY SHEET TITLE wan r /7/ PROPOSED PROPOSED SECOND FLOOR fF --� r _ 1d ib� CD SCALE:Ya'= I'-D" f L_�/`/1 IIH) I 1 of M AY — ' 9n14il ! A_9 I I _ . BLDG }EFT e I UI' ��I )r >)U l'V L� o t ;'t a,,gi, ti,,,,; NY LIC MARK ' SCIIWARTZ ' AIA ' ARCHITECT ROAD /"" ---\ CUTCHOGDE 19'-6' 3,1071 3'-(GV' /// 27'-10° \\ \ 3'-I 3,101S° 6'-0° NEW'ORK 13935 n 631.733185 FI - 1 C 1 I I I II I II ' q v II }I {4 I 4 4 I} }ff 1 t HO T IN 'I{' t. 6 O' 4, 6 9° �� • .�0°- 'll I II IIII I� �i)!��!I��III I ,II'1I1 11 11' 116 fI11 II 11 I II 4111'/ 12'9° �� 6 0 / / 20'-9° - / }, 20,2° • g 44F §} OFFICE ;z, 2 GYM m A m \F.: ----- 44 6'-0° 6'-9' mce CLOSET / 6 9' 60° / C ` . , , ci) i , II � �� lhIrI,— I1 W I I F II 1I a 1I w '-0 2 ' H 1.1 LH _JJ O=711-!----"REVISIONS EDPROPOSED THIRD FLOOD PLAN SCALE.A"= I'-0" ' COMM NO. SCHWARTZ DATE May 04 2014 SCALE AS NOTED DRAWN BY FHS CHECKED HY • SHEET TITLE PROPOSED Floor Plans . g 1 I3 A-10 0 O i8 a ' .1 u u 38'.1X• 38'-1W / / 8'-0 r 2'-I 1° 7'-9X° 6'-3° 5'-W 7'-10° ,i iG) r, Allk IilrMiifrrYlo 6.0° 'D I3' ' 5'-l0: II-7X N �"_ ' a MA7�RK� :1, E.: j 19'x' 17'-10° 11 SCr«r�ART�. Exist!.3x6 CJ - =m m AIA, as \ \ ©24°oc — "p �o Cli I '3 II Q1' o ARCHITECT Stam down \ w to basement u7 y I U _ _ fk II R 0 28495 MAIN ROAD 15'-0 •/_ N ' '" CUTCHOGUE 16'-04° NEW YORK 71935 EY / / J� nl Existing 2v8 Ridge Pc 631.734441485 7 4 \ o ('�I E ,---- Existing 3x6 CJ p 24"o c / si 1 y III Existing 2x8 Ridge 's !4',. N `D�mo rtoGdfuoor y f Exterior Wall 3-I/2x3-I/2 poste 221 7 8 ®24'oc 4 •(--Exterior W41 '� X24°o c,1/2 posts h 0 7 ... 4- W n__2�c 1e - ___,.�—_ _____ —_- _ N NN 0-IX° 5'.I• 6.2 2,-G4• 7'-34' 6,-I• 4'•54° 19'-1 1 " I 23-2° / / / / / / / 1.4 19'-1 IX 18'-2° / % / 38'-1x• NK g x / / O O 2 FIRST FLOOR PLAN — EXISTING Scale/4"= I,_On 3 SECOND FLOOR PLAN — EXISTING N O Scale.4"= I'-0" , x 6,4 gz 7 D____ u' ' Eik Extend Extend R =Rear Porch 38'-1y° Rear Parch 38'- I)z' V / / / 5'-7W / i 13'L IW / 6'.3° / 5'-7W 7'-10° / en . EMI . M ��� nmmmm New 0 Slider OW N J New Rear Entry 0 0 f New Wall k s Kitchen0 0 Bathroom N 'k' 3' ° - ui la 31 11 • New Counter Ret Stan down Stairs down to basementfloor r • AY - II Extend wall New Wail U (2668 .■ Attie N� KEY PLAN L ; NO DATE REVISIONS N V 1 07/02513 Design //J*/ 1 2G65 : mnwwll Floarean. ks II ] OgN9nD11 Flocr Plain Office p \ - f, Living Room — _ _ _ COMM Na SCHWARTZ 6.2014 r Stairs up L •�II DAZE. May to 2nd Poor ,xx DSCALE AS NOTED W RANNBY. FHS CHECKED EYi E _ 1d6, li 6' ` stlesrnTua � ' / s 7j\\• \\\• \\\�hrgd Bay Window New Rehr Entry ill • \ .,yr As-Built \ \ _w \ \ — — 6 �* Floor Plans 416-IX. 5-1• 6-� / / / r S / 19'-1 14' / 18'.2' / / 19'-I 1Y° / 18'-2' 33�rr 38'-lW 38'-1W x / / / / FIRST FLOOR PLAN — PROPOSED O SECOND FLOOR PLAN — PROPOSED I A - 1 O4E Scale Y4 = I-0 Scale/4"= I'-0" 8 SURVEMATTITUCKY OF PROPERTY = SITUATE Pig 4X. "9. C=", Cl. ti • TOWN OF SOUTHOLD C3 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 12-01 — 18 re0 SCALE 1 "=40' MAY 21 , 2012 1\11-0 JULY 24, 2013 ADD SPOT GRADES AROUND HOUSE MARCH 27, 2014 ADD PROP. ADDITION O� 1�` AREA = 146,811 sq. ft. 5\ 16$• (TO TIE LINE) 3.370 ac. �0 MPRH to / '(F-R NO'�" �a NOTES: • °PQQPRE`� %;o - 1. 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STEP$ aJ c`TC� N ^I `° o '"d (2)A/C U '3ti '. •-- .‘"i.. o x 1 \ON 11 CON L. 17.0' 61 5 m ccw�- 0Oo CO O N i✓1: 1 9' )ouW LLQ A 2 2 O •-1�9 .F.t1 g NYY O� 1 / O. :. ^ ���wrr o0 m'. fz, N 2 STORY a IN N0Q WOOD ,?..,;------/ 1.1 Z -20 I�N HOUSE & GAR GE N� /�I D���1 � ° "I c_.. \ 17.7' F 0 24.4' a 1 1 6 r u, 14.9' m LQ4L� . ,,,,,0 i'S -L91•0 8 '� nd STORY ECO'QVCPu' . r �' �� "r 15.6' 4 NII C 75 E ER a P� I �\(J ��• 20.3' 1113_6 ^r I CONC p\FoPSR P,\PNSF,PS Woom II� -mss 2r1al I 7^�•Ov -.¢2-4 ° e 5 A` 7" STEPS _� WOOD a 7.......2.4= '�-- 1787T --�1�2 DECK 117 5 ' d v ” 4 °G� WALK ` 'e 4 eFN 6 1 6.9 „°0057Z._0. �Py° = �I,. ' ' / F d ° a''' �P�� / • <° �ELGIAN pSQ 4 • ° BLOeK CUR• d e a GJe� e 0°p a 9P0 . e O--- ° ` O d° < --C...\- \ 9L °d a° d ° er .7 9 °�7� I e .y — PFEA `-C ® SjONE r� ' ° O 9 N G coSN \° 9c e a o° , 5- \e a -1,300 ' 90 rO\ . v ° 2 0G !°. 0 90 • 90 f ° ° •d . . ' dA cK cP Yi- \ gEL° PES tiall • • �020 6 174.35' ti 902 399.85 a° STONE DRIVEWAY d N Yt ° Z - a , i S 8_4'101`� POST k WIRE FENCE _ i - d e O �s °d \e 92 4 - - 554.20' 'f • - - 9.c 684'10'30” W - _ - Z \ a ° - . 02 O ___ -- OF a= o' , -—- N WIERBICKE °„ \ _ - JOSEPH N yYIERBICKE a \—4. 5 s410'3o" W & ELIZABETH o .53 4 N as \ 20 O.0 c^ o s \ 0 \ 9� \ a \ a acp \ '\r • 139`6 PREPARED IN ACCORDANCE WITH THE MINIMUM _---- „' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 1 FOR SUCH USE BY THE NEW YORK STATE LAND F / 1 TITLE ASSOCIATION. 65/ Gy.q3__N .27 °' ' bR )1. A5.5 7/ .. ,'�e C t \ .c..s \ \ N E' 1,\ / y•I o \ ,...0. 0,fY` /!i- N.Y.S. Lic. No. 50467 \ \ Nathan "-aft Corwin III TUNAUTHORIZED O THIS SURVEY ISEAAVIIOL OR OF 1- ti SECTION 7209 OF THE NEW YORK STATE a EDUCATION LAW. >ct Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING y o a THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED z-c'• 4 TO BE A VALID TRUE COPY. u`a_ Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY 04.\\ IS PREPARED, AND ON HIS BEHALF TO THEboe `1'I \ Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND \0 \e v LENDING INSTITUTION LISTED HEREON, AND 5 61.N-0' 1 2°:1„.00� PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- .. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �, OFFICES LOCATED AT MAILING ADDRESS G v 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS -101: � Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. • 32-006A SURVEY OF PROPER-7'Y SITUATE n-‘.1 -9 MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NSW YORK S.C. TAX No. 1 0001 1 2-01 e 18 SCALE 1 "=40' MAY 21 , 2012 JULY 24, 2013 ADD SPOT GRADES AROUND HOUSE MARCH 27, 2014 ADD PROP. ADDITION 1 � 1t AREA = 146,811 sq. ft. ��� \6a' (TO TIE LINE) 3.370 ac. �PZEa A P �N,y,\G`' ���: NOTES: FpQPe ��0 v+ 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM F o\G / �, EXISTING ELEVATIONS ARE SHOWN THUS: 100.0 , \.. . 12° �� EXISTING CONTOUR LINES ARE SHOWN THUS: 100 -1,71) gwEF//,�/i F.FL. - FIRST FLOOR of /// // �/7 " -- G.FL. - GARAGE FLOOR N� tpM ////// / / / %://t�0 (n B.FL. - BASEMENT FLOOR 6o ,30- 7 7%%//// ' .77 / % ' / % �/ j j 7 / / // -Q° /7//77 7 i 777 77 /// 77 7 �/ --/ /7- '7//i%//ii%i�/j/ X50 / iii / i / /ice /',: :::. �/i/ i/ii:i////i i//ii//// //// /j//�y/�//i//��//�//%j/ ---1-:11-;i'>. ///�/�i�%i//////j-1- %/° A .,.,...1.--;.:,-- v. ,-T-1 3: t / //// / / // / / / V/ /// // // / /,7 %7/' PS 1,\--�o- // // / / / / / / / 7/'7/// '/f//� / . /// //// ///// ///77/2/////// ////:///////77 / 1-4 \ r / / // /// . / // / / / / // PG ' \ \ 4 D°////,///////7/7,///////////2//7//////////////////:///////////I//;// C':°)" /, //// , / / / //, / / / ��: // / / 1 r, ::: /i/ / // // / // / / / 1 / / \ ;� ///// // / //// / // , rr \ . -' � .../7„// // // //� / / / / / � /// // �! \ Z \ s° ///j/i/// / //// / / /� / l / '\ \ \\ 9° / / / / / 77 / / / m \ \ 1 /---i- ---7-/ / / ," / t \ 1 / /�/7 7 / / / / / 1 — / / �/ \ /�/ 7 7 7 / t ��� % 1 / 1 \ \ 1 X , I 11.6 \ \ • .// ' I .-j-, ,-, c.co, \; t a ''' , „- ,_„_, , , , . . �ryb, N \�� / \ ... \ I > .,.. / \( \ / . c AIA!\c�'NKrr lcE •1TE• .. • 6 \ )i/9, s� '\/ r-a STEPS �r7ss._CK PATIO��i+��\\ 5� F �. 1 Y.° iE� ':"...1.11.',',‘...`,' ,-.. .; 'w ' moo `1,;%.4.'/3 � +`�r� 40' 4. �'`.V! �. s�/t♦�l r" �� O o� /J-w\ /3 �>ega,� ti rNCR°UND Pmg amOOL �--� I ` � w �� ,�`, `?t_:! (.., . , 170 .,17771VO0D -� ���i +•aniz Q� . ,.., `=� .k" /� ! ,IT !. if, ),,, V,Ec 1—�3�2nd S70RY GRATE lial7; 00� Pi/RO 9 - .. c_.. :;b.yDCCKCL'ER =5 " i 1 `y �"� �,,iir1C1 •� O I - RfCK PA STEPSo D d� .'t b 4 ~ 1 70. ��\� 9. 7 a o STEPS ? a A� i.. F..� a t � 1736. 17 .. ' O 'Z, ') A/C UN/T 17.5.6 / - } o fns",`,.. r. • i R;t'C8r3gg•' .-y 0 t NL ,.��. ' 25 0 :;:::10 : —=3 �7 �i0 Roza -t 7 ola o .2.' TOR r. °'• QW Wo00 I 2 / /� 2p11:HOUSE Y, MC •, 3 /�--# WALL a ( \ f•---\ � O�C 'f�1i �� Li,.4cE1.` 1,�°��•., 5 SuJeU{G `IiJ� ��KJ citz"lV�V G _ y GC �' 14.9 / '�0 PQM O> `�2°� �'- cv b> l�� .o ',d STORY a P�0 0 C\ 2 s.s ry HOUSE 2 A�-' %� +� ix. i� �.'`� '�:2„ 70.3" 1_756 n' I CCAs N,,,Ev£R pyo �j /� A , r i-- �6r �A LA�� •. 'y o 24.3.5 rA? aN ! K��Pv''K.i r l/�/vV `/�� C 5�P\Cl I ! Woon 4,000---- — 4 = 7• a .. '„ ' 4 (� `�r d%t�Ft/ `•• STEPS ~� WOOD v\\ r 4o s. DECK o Q J�� e AL,, ,'/ ; of 4, 1 16.9 A0`cS�--2Q' p-1 a• . m `,P9Fy�:: V- P ._. r� co., (-?/---7—..,--: . -,,,0 . • ° BEL Coy4 WG ° OC� - -. _ - �PNif �'. A° a . a' fjf-`-C' as \: a 4 :\ vT ''A 4.0-'1 4. ` b a\.' 5', / / • T / REP `y fSN� \ a �mx \ \A % `' o\ -7 . a \ • ,\ 4 1 \ .. \.n ..,\ \ 91T, d \ . 1\ \ ..--'',. CO a av_CA =n 399.85 °�6 STONE DRivEwnv 174.35' o • ° Ti, ar 30„ e . S 84.10' '. FOST & WIRE FENCE • f—_ \ .T� �,__... n4 'l'3 N _--_-_-- 554.2D' L� � S 54'10'30" W _ Z a o 0 13 _ — — JOSEPH NIIERWIERBICKEICKE _ \ ti s 3410'30" ELIZABETH N. \ z�` o, 13 3 p W J O \ -e' \ c \ a \ �� a PREPARED IN ACCORDANCE WITH THE MINIMUM /- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.LA,L.S, AND APPROVED AND ADOPTED ^� FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. F / \sg:\0 6 5 A 50 / N /-- . E 65 •\ N 45 50 1- i- urn o; `'app. lP A)'-A, `,P, N.Y.S. Lic. No. 50467 P'p' 4_ \ NathanT6A tCorwin III UNTOATHIS ORIZED SURVEY ISE AATION OR VIOLATION OFITION SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �p Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 2 Q� EMBOSSED SEAL SHALL NOT BE CONSIDERED I' p, TO BE A VALID TRUE COPY. " ' Successor To: Stanley J. Isaksen, Jr. L.S. .''p' CERTIFICATIONS INDICATED HEREON SHALL RUN a>+p, ` Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surve Y s — Subdivisions — Site Plons — Construction Ca Out IS PREPARED, AND ON HIS BEHALF TO THE I \ li ) TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND gyp•40 VI �^ PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- /'� 5 61'%000 �� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �� \ — OFFICES LOCATED AT MAILING ADDRESS 1586 Main Rood P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS '// ���� .Inrno;nori NP\b York 11047 Inmaenorf Plaut Ynrk 1104 7 AND/OR EASEMENTS OF RECORD. IF I NY tIC. 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ET E. i t .•. t Yv,x}xe� � `h V�nha Y, _�� i I % X ... ._.-. 4444 44:44_._.--_. „ Y r n n f h r' i t� ...}., .._._ ._..J._j I ti _ I SHE TITL -. ' F"' "" I_... 4443+4444{4444. �.�w ty f .,y. '5 ..`4 ,s' .�`,'y' f_`f- i l I sPROPOSED v ry r x n 4444 4444. ...._.. .,._. xx�,� `4444 ,�,4444,, , ,r Elevations I a t Axic,7 . Cr .._,.. 1 _ „. ., Bldg Dept co ch _ PY from ZBA ch l • 5- Final reviewed documents ZBA File toe/ / ,/ 17 M PKOPOSED WONT (WEST) ELEVATION esi s 0.1 A_8 Z SCALE: %" = I '-0" 0 U II SITE PLANZONING UILDI G C®DE COMPLIANCE GENERAL NOTESo i � � z ISSUE DATE o o a 1. All Work shall confirm to the building code of Town of SOUTHOLD and all other local codes and agencies having justification. SITE DATA: BLDG.DEPT. 06.07.2103 X x 2. All work shall confirm to the energy conservation construction code of Town of SOUTHOLD (latest edition) as applicable. AREA OF SITE: 146,811 SQ. FT. = 3.37 ACRES 3. All structural work shall confirm to the requirements of the Wood Frame Construction Manual for One and Two Family Dwelings as published by ZONING USE DISTRICT: R80 O ,,,3%\°` the American Forest and Paper Association (AFPA) and the Building Code of New York State (latest edition) PROPOSED CONSTRUCTION: i O c�0� �Mr" a 4. The Contractor shall verify all dimensions and job conditions prior to submitting bids and shall report to the Architect NEW ATTIC DORMERS �P� ���� any discrepancies and/or omissions which would interfere with satisfactory completion of the work. AREA OF PROPOSED WORK-APROX. 240 SQ. FT. ` pG\S 5. The Contractor shall secure and pay for all necessary permits and comply with all appropriate munici al and v 60 R03a o��` p NO CHANGE IN BUILDING FOOTPRINT. regulatory agencies'codes and requirements including but not limited to EPA, OSHA, and all New York State codes, etc. NO CHANGE IN ROOM COUNT . 6. The Contractor is responsible for the safety of the public in and around all work areas, as well as the maintenance of ' safety barricades and protective enclosures where work is in progress, especially on weekends and holidays when workmen OCCUPANCY CLASSIFICATION: aw are not present on the job. SINGLE FAMILY RESIDENCE- NO CHANGE 7. The Contractor shall be responsible for repairing any damage which may be incurred to walls, paint,doors, etc. '\ ,,,,,A`°FAQ in the building, caused by the Contractor's workers or their equipment. PROPOSED CONSTRUCTION: fe'OS' 90,55 °'''' . 8. The Contractor shall advise the Owner and the Architect of their schedule of work. NEW WOOD FRAME DORMERS AT EXISTING ATTIC . "' Q AREA OF PROPOSED EXTERIOR WORK-APROX. 240 SQ. FT. ♦ 9. All work shall be done with skilled craftsmen and laborers duringworkinghours.. AS PER THE BUILDING CODE OF NEW YORK STATE, LATEST EDITION [2010] 10. The Contractor is advised that this shall be a safe job. The Contractor shall provide their workers and all others with all necessary safety CODE: equipment, such as hard hats, safety belts, OSHA-approved dust masks and/or respirators and protective clothing where necessary. All ladders, BUILDING CODE OF NEW YORK STATE (LATEST EDITION)S IN ACCORADANCE WITH REFERENCE MANUAL"THE WOOD scaffolds, and other equipment provided by the contractor shall be in good condition and shall comply with generally accepted standards and with FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELINGS "AS PUBLISHED BY THE AMERICAN FOREST the New York State Labor Law and Federal OSHA regulations. Two fully charged and operable UL-rated A-B-C fire extinguishers shall be provided AND PAPER ASSOCIATION (AFPA) PER "PRESCRIPTIVE DESIGN" METHOD. by the Contractor and made readily accessible at all times especially where hot work, such as utilization of kettles or torch work, is to be conducted. TABLE 3.4 A RAFTER TO TOP PLATE LATERAL& SHEAR CONNECTION REQUIREMENTS- EXPOSURE C 11. All materials to be incorporated into the work shall be kept clean and dry. JOIST SPACING 24"o.c. WALL HEIGHT 10 ft. 'MPH GUST: MIN.3 - 8d COMMON NAILS [TOENAILED] P o q TABLE 3.4 B UPLIFT STRAP CONNECTION REQUIREMENTS -EXPOSURE B �,�'(;;°4 9 N�v, .4 12. All debris caused by the work shall be carted away from the premises as expeditiously as possible by the Contractor. JOIST SPACING 24"o.c. ROOF SPAN <12 ft. T MPH GUST: `� oh, `=,1 There shall be a daily clean-up of all working areas and debris . MINA - 8d COMMON NAILS IN EACH END OF STRAP 1 'p > f` ,,,T. °2/zoo 13. The Contractor shall be responsible for applying for, paying for, and obtaining and posting permits for dumpsters and materials storage TABLE 3.5 TOP PLATE LATERAL CONNECTION REQUIREMENTS-EXPOSURE C .ROOF HEIGHT 20 ft. . MPH GU4:3s7 20 AT9F rIFW g STUD SPACING 24" o.c MINA - 16d COMMON NAILS IN EACH END OF CONNECTOR. locations, etc. required for the work. Any fees incurred for the use, handling, delivery, and removal of dumpsters shall be paid by the retained 2---------- ,oft°� AREA OF WORK contractor. TABLE 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS- EXPOSURE C ROOF SPAN < 12 ft. ° `_'� '='_=_: 110 MPH GUST: - PROVIDE MIN. 316D COMMON OR 40D BOX NAILS PER CONNECTION. `�"� 14. Following the signing of the contract, the Contractor shall provide the Owner, copies of policyendorsements, as well as insurance certificates M�WOPp ` �� �z � N TABLE 3.9A RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS- EXPOSURE C ROOF PITCH > Eli <_ '""�=====- Z 7:12 ' ^W0 naming all additional separately-named insureds as certificate holders, providing General Liability Coverage[including comprehensive general PROVIDE MIN. 1 8D COMMON OR 10D BOX NAILS IN EACH END OF 1.25" STRAP. " u q.„ , �glE� , Y9 liability,premises operations, products/completed operations, contractual, independent contractors, broad form CGL, and personal injuryand .. rVs % Property Damage Coverage], each in the minimum amount of$1,000,000 . Each such policy shall cover all employees of the Contractor, TABLE 4A BASE DESIGN VALUE FOR VISUALLY GRADED LUMBER: s °� Contractors, and Subcontractors. All of the following shall be named as additional separately-named insureds under the policy coverage as �C04( ; C � �` Q� n'; d 9,5= respects work performed byor for the Contractor: The Contractor, The Owners, The Owner's Architect,The Owner's Engineer, The Management ao a•� Company In addition, Worker's Compensation and Employee Liability insurances policies, covering all employees of the Contractor, Contractors, or r.A ,5 m vSubcontractors shall beprovided in amounts required byStatute. Certificates evidencing above requirements shall be delivered to the Owner, and s.Z 5 . -Ic .'- :v . q the Owner's Architect prior to the commencement of the work. Such policies shall provide that they may not be terminated without 30 days prior "' <� : written notice to : JOHN J MAZUR JR Z . A 15. All dimensions are to be from finished surface to finished surface unless noted otherwise. 16. DO NOT SCALE DRAWINGS FOR MEASUREMENTS OR OTHER INFORMATION. 17.Any site work or re-grading shall not impede the existing site drainage flow and directionality. DRAWING INDEX . .. ,i, • "a• ; 18.Any site work shall not compromise exist. site accessiblity. ,,,: .. ARCHITECTURAL ! 19. All site work shall maintain proper clearances and visibilities for Emergency Vehicles, A-000 DRAWING INDEX , PLOT PLAN, PROJECT DATA, GENERAL NOTES c) s`° 8 LO ra oe � za f� it .o say �y •� d a CI Zm '8i t� v. /ice /. �® oLs 20. All wood, wood grounds, blocking, inserts, furring, etc. to be of naturally weather resistant or pressure treated wood. A-100 ATTIC PLAN , DORMER DETAILS Y M E �" C r mlal-4 3 x Ew 21. The Contractor shall furnish all labor and materials and equipment as required to complete the work. w: 4..., Wf� d Z�U L n0 4 'G.5 r r, O M T, �-�- p �- r 22. The Contractor shall properly protect and make safe adjacent property as thejob conditions require. N �(y ,r',..;, ;3,'74 �,',a is P p Y J P p Y /'4's ; .3' �,--/f.,"! �, � - �: PROJECT DATA T.N i1 a L Nt�Ti%Y U1�'.;'i"''; L :''; I'i< 17> EN T AT g �' 1 PROJECT NAME KALAIJIAN HOUSE RENOVATION OCCUPANCY OR705.1802 f�. 4 ; , ,, ; : FOR THE y f FOLI.O!'Vli a It.;c'CCT{Ci iS: `' s SE IS UNLAWFUL �IRIr ION w g� POLL J ,�A r GS F OR 2 PROJECT LOCATION SC TAX MAP #: 1000-112-01-18 0 U� WITHOUT CERTIFICATE e 2. ROUGH • VILLAGE OF MATTITUCK a 3. INSULATIO�1 TOWN OF SOUTHOLD z _6 OF OCCUPANCY z 4. FINAL - CON"TPUCTION MUST BE COMPLETE 1=c:);1 C.O. w SUFFOLK COUNTY, NEW YORK ib- 0 �_ ALL CONSTRUCTi ' SI-'ALL MEET THE - w CI REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �Px'µ 3 PROJECT DESCRIPTION RESIDENTIAL RENOVATION DESIGN OR CONSTRUCTION ERRORS. `e°t"' FAL: • 174.35' =WIC 4 LOT SIZE: IRREGULAR: 14 11 .3.37 ACRES 39A 85' STONE q+WLwnv „_..,. ..a { .. 6.8 SQFT se4°io3o°w �pED A Q,,. w,,,,,,E f Central DC 4'1111111111k% 1) LOCATION .m 5 ZONING MAP 1 OF 4 V� �! 55420' Fid Dt..c se4°,a'vo'w ^ �7fi8 t,K. 75 �1' ({L, s Rti `4+ S Wif u ¢ a NioR �nx °272�� �� JOSEPH WIERBIGKE 4 6 ZONING DISTRICT 1000 ABE7H N WIERBIGKE '' r r ' �OFT� se4',om'w COMPLYWITHALL CODES OF BELIZ .' 9, �;tar,ipYF' . a m NEW YC �K STA'. & TOWN c�DEs , 7 ARCHITECT: CMS ARCHITECTURE & DESIGN, PC Town of Southold Zoning Map 1 of 4 AS REQUIRED r ,_` `� 'SOL-___ _ t �, ,,,,� ," �E�� 186 5th AVENUE -2nd FLOOR PROJECT: ' �,,, R-80 Residential Low Density AA S` c .;,c>�'TrE r,�,�,tat „- ,t , , NEW YORK, NY 10010 KALAIJIAN S�' ��`' '� x TEL: 212.242.3277 AC [front portion of Loth 1 ( °?.J s, =S ,, HOUSE Min. Lot size: 40,000 sf ["One Acre" Lot] ^y 1 � T 8 ZONE: R-80 RESIDENTAIL LOW DENSITY AA �"` BERGEN AVENUE • Lot Width: 150 ft. """aa .",` t1YS D�i ` ��� ' �, �� [� Ev-I MATTITUCK, NY '' IL Lot Depth: 175 ft. �,E4 9 OCCUPANCY GROUP: SINGLE FAMILY RESIDENCE NO CHANGEill ��N 2 5 2013 DRAWING INDEX Front Yard: 50 ft. , G cy NOTES SITE N65 4hF0 E 10 AREA OF WORK: APPROXI 240 SOFT NEW CONSTRUCTION PLAN Side Yard: v �f$�P<F�y� BLDG. DEPT. TOWN OF SONTHOU) 5o' \ - \ 11 CONSTRUCTION CLASS TYPE V -B EXIST. HOUSE Friday,June 7, 2013 5 t. N654, DATE: f� �$ PROJECT NO: 1225 Rear Yard: 5 µa �4� �`1 � `" �;'� Jeff,,ti DRAWING BY: DK, 50 ft. l 12 WIND DESIGN DATA WIND SPEED:.�.1$MPH A°� �' <' 0 CHK BY: CMS 'q., - •i 0, ei Livable Floor Area: A . 000 ,„_ ,,,,„„„k,. ,,;, ,;,, \ �Y�� WIND IMPORTANCE FACTOR: 1.0 C ��` ` 850 sf min. / dwelling unit. 13 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 Frp^� ,,,f 20 % Lot Coverage '��i / �� IMPORTANCE FACTOR: 1.0 / 35 ft. height . 56,.°4" Nm �r %.... ./ �cr�n Ss = 0.197876 Si = 0.0548947 in KALAIJIAN-2013-0531.vwx 6, r'�C 14 SNOW LOAD DESIGN DATA - GROUND SNOW LOAD Pg - 25 PSF Sound CR) IMPORTANCE FACTOR: 1.0 1 DUO 1i Ste` � o � z Ili Notes: NEW DORMERS IN EXISTING ATTIC ` _ z ISSUE DATE o cn 2 o a 1. EXIST. WINDOWS AT GABLE ENDS - NO CHANGE. 8. NEW WINDOW - DOUBLE HUNG PAIR TYP. FULL DIVIDED LIGHTS. INSULATED Note 14 BLDG.DEPT. 06.07.2103 x x 2. EXISTING ATTIC INTERIOR PARTITIONS - NO CHANGE. GLAZING. Note 11 Note 12 3. EXISTING BALCONY OVERLOOK TO ENTRY BELOW - NO CHANGE. 9. NEW DORMER ROOF: 2 X 10 WOOD STUD WALLS WITH R-30 INSULATION. WOOD SHEATING, WOOD SHINGLE ROOFING TO MATCH EXIST. ROOF BELOW. 4. EXISTING STAIR- NO CHANGE. Note 9 Note 10 i 10.NEW DORMER RIDGE BEAM - FRAME INTO NEW NEW DOUBLE 2 X10 HEADER W/ ` 5. NEW FINISH FLOOR & SUBFLOOR ON EXISTING JOISTS. ± 60 SF EACH DORMER = 240 APPROVED CONNECTORS. SF TOTAL. 11.2 X 10 RAFTERS @ 24" MAX. O.C. SPACING. 6. PROVIDE UPLIFT STRAP CONNECTION - MIN. 1 1/4 X 20 GA. STRAP MIN. 4 8D COMMON NAILS OR 10 D E30X NAILS IN EACH END OF STRAP - PER AWC WOOD 12. EXIST. RAFTERS - ADD NEW DOUBLE TRIMMER RAFTERS AT SIDE WALLS OF NEW ' 1r1 (( `` I ?Y ? ? / ?S2S? ( ', \FRAMING CONST. MANUAL TABLE 3.4BDORMER. 7 ?s / 1 �)���)�)� ��a� " I 7. 3 - 2 X 6 WOOD HEADER - TYP. W/ HURRICANE STRAP CONNECTOR PER NYS CODE. 13. NEW DORMER: 2 X 6 WOOD STUD WALLS WITH R-19 INSULATION. WOOD SHEATING, Note 7 v WOOD SHINGLE CLADDING TO MATCH EXIST. WALLS BELOW. , , 14. PROVIDE RIDGE STRAP CONNECTION - MIN. 1 1/4" X 20 GA. STRAP MIN. 4 8Da\o COMMON NAILS OR 10 D BOX NAILS IN EACH END OF STRAP - PER AWC WOOD _ ,- FRAMING CONST. MANUAL TABLE 3.6A ,- / . s - lI Note 8 N ' - , , , ' , ' - , , ' - - -- Note 13 —z -'' Note 6 ,• • , , (Note 13 (Note 13 , Note Note 2 SECTION thru NE W ATTIC DORMER / / ' , A-100 Scale: 1/2" = 1'-0" o r ' 1 ( 1 0 III 1'0" 6'0" X1'0"_ •1'0„ 6,��.. 1,0, II o '7g ) oq , a' i. '. ti ct zP.' aFo Y Note 6 ' ) Note 6 Note 6 C ) Note 6 N N M csiL i '' wx '-m I VEL- ` _.__-_- N `---- ' yup. ig a \ / / i \ \ / Q t . i \ // Note 5 \ wg Lk,,,,Ew i W S i Nofe 1 Note 14 Note 14 Note 1 ci §o riI LU _ o g COv s _ z M 0 IN o �a 0 zF w o Note 2 Note 2 , T SEAL: I \ Al // � \/ \ D ARC <,,, 0 / \ // \ ` Pp,11C f / \ \ C / \ -- / \ w _ k 1 / f" J// \ : v ---- -\- 1 N : % tv -i : 7, N , , 4 e . • / Note 6 ( ) Note 6 Note 6 ( Note 6 , , ti F-- ti II PROJECT: 1'-0" 6'-0"1 •1'-0" 1'-0" 6'-0" 1'-0'' i KALAIJIAN --i___ . I J r • I -- HOUSE L I i BERGEN AVENUE \ -,-. • MATTITUCK, NY ATTIC FLOOR , . , . Note 8s., -. , ., Note 8 PLA ._ DATE: Friday,June 7,2013 . . , Note 13 Note 13 PROJECT N0: 1225 DRAWING BY: DK, Note 3 Note 4 CHK BY: CMS Ami 0 0 L , KALAIJIAN-2013-0531.vwx 1 FLOOR PLAN - EXISTING ATTIC WITH NE W DORMERS i A-100 Scale: 1/4" = 11-0" j Fire Sprinkler System Specifications / -\\ Fire Suppression System Scope of Work- Furnish all materials and labor required for a proper and complete installation of the fire sprinkler // \\ suppression system and related work including but not limited to: sawcutting, pipe, pipe hangers, supports, bracing, heads, signage,valves, fittings, // \\ testing, inspections&cleanup. the fire sprinkler contractor shall be licensed in Suffolk County with the Fire Marshal's Office. // \\ / I ( )1 General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13D, National Electric Code, local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in the latest OSHA requirements. Fire Sprinkler System -The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. a. The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the character and type specified. / -\--..\ b. All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13D, all / / \ \ local ordinances,the New York State Fire Code, and the local Fire Marshall's office. The plans and specifications shall be used as an outline only. / / \ \ this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition, all work must meet / / \ \ with the engineer's approval. L / / \ \ -' / \ ,-- c. Work in this section includes, but is not limited to, providing all the following material, equipment, products and labor for a complete and approved q> I- sprinkler system: i ' i 1. Installation of new sprinkler cross main and branch lines 0, I 2. Installation of new sprinkler heads I I 3.Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment furnished under this contract I 4. One year warranty To I 5. Testing Building's d. The contractor shall be responsible for submittingy all required hydraulic calculations, plans, documentation, applications, fees and payments etc. for Water obtaining a fire sprinkler permit from the local Fire Marshal's office. p 0 Supply ome Hydrant ci /0 e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty the entire system; provide valves and piping of �3 sizes and in locations as indicated by and in accordance with the requirements of NFPA 13D. °� f. Coordinate routingof cross main and branch piping with existingductwork, piping, lighting, insulation batting, etc. in existingceilin offset routingof 4 '• /,,ø p P 9 9. 9. 9 piping as required to avoid all existing conflicts. (`=- 10 Or "0 0 g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except ® ® rt\ "0 where absolutely necessary. 3x0 Oa 4.,0 ( 4",a a 0 a"� 4'm "0 1 a 74'0 4"0 h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as or the inside diameter of the pipe. T - OOI 0 i i. Materials: 0 1. Sprinkler system piping and fittings: Piping to sprinklers for first and second floor spaces are to be CPVC pipe with continuous service of 175psi 3..� 4 ® 3..� - at 150°F and meet an HDB of 1250 psi at 180° F and fittings meet HDB of 1000 psi at 180° F 3.10 - 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. Bushings will not be acceptable. /0 74 3. Sprinkler Heads: sprinkler heads shall be Underwriters'approved and listed for use intended (pendent, flush, upright or sidewall type) installed 4 KI as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link 4 ® type, or glass bulb type, temperature rated for specific area hazard. Sprinkler heads for the first spaces are to be Reliable Model RFC 49 LL 11 I with a'K'factor of 4.9. 0 0 0 4. Supports: clips or beam clamps as necessary. Piping shall not be supported from lighting, ductwork, other piping or equipment. all hangers shall be plumb. Supports shall be UL approved and shall comply with NFPA standards and owner's insurance requirements as to size, type and spacing. 1 5. Unions: couplings and unions shall not be used except where pipe is more than 20' in length between fittings. screwed unions shall not be used on pipe larger than 2". Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. 6. Signs and charts: store and save existing inspector's test sign for re-installation by this contractor. r -I I r j. Inspections and Testing I r 1. After installation is complete, but before the piping is furred in or covered over, the contractor shall provide instruments and equipment, secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the Legend HOME HYDRANT local fire marshal. NFPA-13D Packaged Residential Fire Pump & Tank 2.All new piping and equipment shall be hydrostatically tested as per NFPA 13. ® Consealed Ceiling Pendant Sprinkler-Reliable RFC 49 LL I—I I-••I 3_ 15 0 c ® Node Identification used in Hydraulic Calculations 40GPM @ III -Ir"-i‘:: (n?'*.rj -®Q40PSI 350 Gallon Water Tank ! fel Q Tank Drain Y2"(GHT) . j�-� ' . .1 L77 I Q2 Overflow Fitting 1"(NPT) L J 0 Auto-Fill Valve 3/4'(NPT _ 1 .5HP Electric Motor 11 `_ i-Fiiii _Attic Sprinkler Plan 240 Volt Single-Phase © 8.1 Amp (Full Load) 4 • ......1 ,4, r ) it — ii 1 Y4" Discharge (NPT) Smart Riser Control System kr l t —® , ill ff. ® Isolation Ball Valve f ��`Q5 Test Line/System Drain -' —® © 40-60 Pressure Switch 6' 10 Q7 Pressure Gauge �� m,k2-- - 0 0 ® Flow Switch ml .::: .Ili ®___ ,______s Discharge Check Valve --=--I-41�� —© P "a� o o Suction Shut-off Valve ) r , �� Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ��', s ''''' lz. i'' -- 4'-1" - Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ry '`•- . �.�.; 1 s /14-t 11 ow Performance Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing t�� `' Performance values based on multiple Pump tests.Not for certification purposes. the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or \.j Laid Surveyor shall affix to the item his/her seal and the notation'Altered followed byhis/her 1684 irL ' GPM 0 20 25 30 35 40 45 signature and the date of such alterations,and a specific description of the alteration. `�r afESSQ1�; , /����������������������������������, IIIM PSI 47 45 44 43 41 40 39 Reliable Model RFC 49 LL Scale: 1/4" = l'-0" Condon Engineering, P.C. Sprinkler 1755 Sigsbee Road Kalaijian Residence sP-i Drawn by : JJC 9 Bergen Avenue K-4.9 Mattituck, New York 11952 Mattituck, New York Scale= NTS Date : 10-24-2014 (631) 298-1986 . . • - -- - - - . - _ - . . . , • • NY LIC. 107-10° / . . / I 41-0" 17-3" I 9'-I 0" I 7'-9" I 5'-0" 24' " 7' / / / / / / 3._7/4,. C.-9/2,, 3,-7/4,. 41-3" I I'-4" 4'-3" / / / / / MARK \ \ \ SCHWA.RTZ AIA. . ..,...,-,,_= -// ::..: : ,•__ _— --_ -__, -- -- -----s, 1,...,-;,,,, . . 2 -,-,) i,-,-) .., • -, r......._ n r--- - --.1 , • i ARCHITECT ;,' .,.•r• --• , .... , ._ _. .,...... L.. _. .\.., . • . ., -- 28495 • I , ,_ ., ^•, .I— — —1 NEW YORK 11935 „ \"- • . , 5'-8 •,. 5_8n . . , or. _i____ I == = = = !r: - - 71 / I NO , _ _ P:631-734-4185 .,.. N=i- .. , . - MIIMMININIIIIIIIIIIIIIIIIIMMIIMIM 1 1.1 i -•°-- --. , N A : :f' 1 7‘...) •..4. , N .7,-,:, , •• • . •. b . 1 - .. 1 "l`l... = S '1 ill ...., — E1 — - -1 — 111 M 1 - -7 --•, 1 • , i ., . . .. as e m. ,. 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X-- = - - --— - '7' 74 I SCALE: AS NOTED . DRAWN BY: FHS CHECKED BY: 1 3,_C. 171-8" 20'-0" I 7SHEET TITLE:' -2" I 5'-G" 24'-0" / / • / / AS-BUILT / 1 07'-10" ____________ ir; Basement Plan A f.'ii...:1 :..' :-: rl...S.) r"\-\ tr4 717 c: BASEMENT FLAN .t•,,. .-- ,,, ,,, . . . . ..., A.1 , ) _..........\ . ,,.. .. ,...,..., ... . _ . t-le.'48 SCALE:4" . 1 '-o" ,- --,•,-,-•;n.ln „.,•4.4 x :%:;;;,,, ' .,.,.-:-.:7:-,._:.,,,,- i- • P 0 - I-I u N .... 0 ; .....0.1;41.2,.„„........1.- ....r . --......-------.-- - i , '...s 41 i, . / ' . . . .-. ... 1 l I I t 1 I I • NY LIC. 107'-I OP" i / f - 14' O.. 271.21+ 2T-8" / 1 5'-0" 24' 011 3'-7/a" 6'-9/2" 3'-7/4" 41.411 6'-6" y 6'-5" / 9'-1 I" 9'-I I" y 6+ 5111 / 6+ 6,1 / 4'-I O" / / / / y / • • ATA MARK SC�IWARTZ _._____i.___Lc6052-.-- w.44'' I---1--1— -•- .. ,.— ARCHITECT- � # I -. t - ji- ! � 1 I II- -_ -- I-il-4- _I-_, I E • '',...'%•.. Li.-.1.----- -' , i l• 1 ' :_1 1 J.. • , - _ I I t s i , I I E I ��: UTCHOGUE ;.i___1-_ __. ,,._t--;._s__._. __ 1--_. _ I P.„L 1......i..._.,. W..' _?.,. M. ,_.I___�_r_._.- i 1 �` 1 PATIO ! 1 28495 MAIN ROAD r __._' ._-. __:__f ?_ I T— I I I j __ ._ __.__ ! ____. ___ _ ____. ' CNEW YORK 1935 IP:631-734-4185 4 _-, _..�.._,_ -.I--,--,1, 1 }- 4_` y -w --t--------------_ _.�__ 1 I ._ 1 I I 1 i i �I i I N.— ° l „'j`I t-' POOL SHOWER-1— -------I---_ ► , 0 I " f -1-,---« I I I Lt.-1-+-_ - -b I I E ? 4 1 - I 1 f yi f_� .-t -1"" i { E 5 Ent 55068 T 1 i _ �_.__ __. { _ 1 t .._... ff V' x-11 I f 1 N o ._J._.�_ o - 11 lfis + ? � , I- - _I 1 ... I I 41r- i/ ;`� ISS\ _ I € `I' f _ c, o U %f 13 I ; 1._,_I_. _E_..,..4..H1_--., . j._' 1 1 I f 1 I / �� �' !; I ! i ___ ..1.4_17_1„..1_4_,_�. ' _I;' E /rf; ;,- � (Y} d"�'"• I 'ti 1]1 '�"4-"!-- 1 I # I -', ----44-1 �" 1yi "'� Entry 56068 Entry 56068. 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