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38004-Z
C3 c Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37565 Date: THIS CERTIFIES that the building ACCESSORY Location of Property: 590 Arrowhead Ln, Peconic SCTM #: 473889 See/Block/Lot: 98.-2-4.1 5/19/2015 5/19/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2013 pursuant to which Building Permit No. 38004 dated 5/7/2013 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: accessory pergola as applied for per ZBA #6574, dated 7/19/2012. The certificate is issued to Reinertsen, John & Angela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth Si ature � nFFat SOS �coG�� Town of Southold 5/19/2015 P.O. Box 1179 0 d' 53095 Main Rd boy o`er Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37566 Date: 5/19/2015 THIS CERTIFIES that the building ACCESSORY Location of Property: 590 Arrowhead Ln, Peconic SCTM #: 473889 Sec/Block/Lot: 98.-2-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2013 pursuant to which Building Permit No. 38003 dated 5/7/2013 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: accessory pool cabana as applied for per ZBA #6574, dated 7/19/2012. The certificate is issued to Reinertsen, John & Angela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0047 11/19/2014 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38003 5/6/2015 5/5/2015 Cutc gue East Plumbing Autho ' e Sig ature % 4�o TOWN OF SOUTHOLD S'af F0 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38003 Date: 5/7/2013 Permission is hereby granted to: Reinertsen, John & Reinertsen, Angela 1227 84th St Brooklyn, NY 11228 To: construct an accessory pool cabana per ZBA #6574 as applied for At premises located at: 590 Arrowhead Ln SCTM # 473889 Sec/Block/Lot # 98.-2-4.1 Pursuant to application dated To expire on Fees 11/6/2014. 4/29/2013 and approved by the Building Inspector. ACCESSORY $196.00 CO - ACCESSORY BUILDING $50.00 Total: $246.00 4�� �- -, Building Inspector ���g11�FU1� TOWN OF SOUTHOLD cagy BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 38004 Date: 5/7/2013 Permission is hereby granted to: Reinertsen, John & Reinertsen, Angela 1227 84th St Brooklvn, NY 11228 To: construct a 10'X 45' accessory pergola per ZBA #6574 At premises located at: 590 Arrowhead Ln SCTM # 473889 Sec/Block/Lot # 98.-2-4.1 Pursuant to application dated To expire on 11/6/2014. Fees 4/29/2013 and approved by the Building Inspector. ACCESSORY $280.00 CO - ACCESSORY BUILDING $50.00 Total: $330.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building -. $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 JPIFassozy A., A/- / New Construction: V Old or Pre-existing Building: (check one) House No. Street Hamlet Date. _ I �/r v? o2. — a?V12 Location of Property Owner or Owners of Property: J O% (,tn �"/�l G L (.A J��//�l E%2 «� Suffolk County Tax Map No 1000, Section ��' Block o2 Lot Subdivision &4-14 #� 60/,57Filed Map. ��� Lot: Permit No. J Z5a0 5 Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ 5-m • ab (check one) Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 T E601,4 / New Construction: Old or/Pre-existing l Building: Location of Property: Date. �' ex A ;' Q /3 (check one) GCi House No. � / /Street Hamlet Owner or Owners of Property: V CZ / 1trA&,5 I Suffolk County Tax Map No 1000, Section Block 02— Lot � Subdivision Agee (�9 �� Filed Map. ��/�0 Lot: 3 g Permit No. 'b 8 db Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ .6-0' 0,/) Underwriters Approval: Final Certificate: (check Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger. riche rt(cb-town. so utho Id. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Reinertsen Address: 590 Arrowhead Lane City: Peconic St: New York Zip: 11958 Building Permit #: 38003 Section: 98 Block: 2 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No' 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 80A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS 11 Other Equipment: "Pool House" Notes: Inspector Signature: ,�- Date: May 6, 2015 Electrical 81 Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 CERTIFICATION Date: ss Building Permit No. ✓ Foo 3 Owner: ee S I c r\ (Please print) / 611 5 no _vl (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this SfA day of 20 / Notary Public, �1►-'N-County CONNIE D. BUNCH Notary Public, State of New York No. 01 BU6185050 Qualified In Suffolk County Commission Expires April 14,2-0-)j/ (Plumbers Signature) 3F663,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [kd 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: DATE /, / // l I J INSPECTOR a �pf SO(/l y� tia TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLEIG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL �) "-.0 1 -4 ffc r� DATE I , ` � (3 INSPECTOR OF s0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] �FNDATION [ ]INSULATION [vj FRAMING TRAPPIN [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) REMARKS: G LI [ ] ELECTRICAL (FINAL) DATE �9 O� / INSPECTOR2on f4e14 W®rl"olmMa, 0.0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOU TION 1ST [ [ ]UNDATION 2ND [ [ FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLEIG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRkC DATE OP SOUTyo`o 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: S-�Lzt&= Jf il DATE INSPECTOhZV�-��� SO!/r h O � COQ eOUMY,� TOWN "OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE [ ] FOUNDATION IST [KROUGH 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 17 INSPECTOR r �o��pf SO�Tyolo ��y00UNi'I,Nc� TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 [ ] FOUNDATION :1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE &. CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION 51MwA A MNla. N-, [(/] ROUGH PLUMBING [ ]INSULATION I ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I I ELECTRICAL (FINAL) [ ]CAULKING 7/x/r54(DATEINSPECTOR �� so enum TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO.N�'- FOUNDATION I ST ROUGH PLUMBING: ]FOUNDATION 2ND INSULATION ]- FRAMING / STRAPPING FINAL ]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ]CODE VIOLATION CAULKING REMARKS: DATE INSPECTO fjf s 0 4%, cou TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 - INSPECTION..:. FOUNDATION IST ROUGH MBING � L FOUNDATION -2ND 11 ATION' FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANTZONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING DATE INSPECTOR \1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 119.71 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthForkxet BUILDING PERMIT APPLICATION CHECKLI Do you have or need the following, before applyin? lBoard of Health -4 sets of Building Plans<_ Planning Board approval - _Survey. PERMIT NO. Check Septic Form - N.Y.S.D.E.C. Examined , 20 Approved 201 3 Disapproved a/c Expiration % 20W APR 2 g 2013 Trustees Flood Permit - Storm -water Assessment- Poim Contact: Mail to: Vo#w 4& 6aA /`GlnlC�.-SCTi /a0-7 9#4 Bjeoowa av Iraax Phone: Building Inspector ATION FOR BUILDING PERMIT _ Date 'T • �ao2 , .20 / L BLDG. 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 11months 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 withall.applicable laws, ordinances, building code, housing code, d4ea lations, .-and to admit, authorized inspectors on premises'and mi building for necessary, inspections:, , '(Signaturd of apjlicant or nam, if a corporation) � fi i � N� g.m� , c,� I� ' I ¢ R � 02 17 "LAW f 'j,tl (NVIailing address of applicant) �2 `w9' L4o fah 0 .�' State whether applicant is owner;lessee.; agen#,,hie•ct„engmeer, generalia B pan; plumbeir builder P.. 0 F 0 C PPANGFEE:-�— Rv .O"- D, NOTIFY BUILDING DEPARTMENT AT Name of owner of premises 3, —01fd Ccs d A-/\16 ):E J4 RF� 0 4 `'PM FORT E (As on the tax roll or'16F TIONS: ION - TWO REQ' UIP,ED If applicant is a corporation,, signature of duly authorized officer ; FOR POURED CONCRETE 2 ROUGH (Name and title of Builders License No. Plumbers License No. Electricians License No. , Other Trade's License No. - ® STRAPPING; ELFC Pr?1r'A- k 3. INSJILAT'-'�4 Cv^�vSTRUCTION &-ELECTRIC.. - - - : MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES QF, .• YORK STATE: NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS: RETAIN STORM WATER RUNOFF P67eoWf d,URSUANT TO CHAPTER 236 Hamlet UF InEIOWN CODE. 1. Location of land onAvhich proposed work will be done: ?o Ae eo wk�aA-6 1 wg- House Number Street Coin 1000 Section_ Block oC. Lot Sitl;�dXyis} '. � � � Coi�E Filed Map No. 3S l0 Lot 3J 3� afol:9 C\V aaugx 3 noieeirtirno3 y6A 2. State existing use and occupancy, of premises and intended use and occupancy of proposed construction: a. Existing use' and occupancy eaz 4q b. Intended use and occupancy de_e_61:!5 ,)000 L ejAJ�7 3. Nature of work (check. which applicable): . New Building'- ✓ Addition Alteration Repair Demolition Other Work Estimated. (Description) 4. Esti - . 4 q01 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 0 Number of dwelling units on each floor, 0 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 Numbei","of'sTries 8'..'_'. 'Dimensions of -entire new construction: Front o2 Rear o2 -Depth Height la Number of `Stories 9. Size of lot: -Front /40". )#_ ; NI " , 'Rear, Depth MAP 0..wTobw 0 Owner 11. Zone or use district in which premises : Dremises -Are, situated'. 12. Does proposed construction violate any, zoning.law,,_'ordinance'*"or;.'regulation? YES. NO,. 13. WiR lot. be re -gr .a4q47,yTS NO.- Will excess fillbexeinoy ed from premises? YES: ,..-. 14. Names of -Owner ReIA190'7-S-6; W., ..,Add ,Address, Phone No r1'4" / _ Phone No Name of ArchitectA/7/))G/ah;r_,o 19rM1Vee_?% Address rs� 0 Name .of Contractor Address,.' PhoneN 15 a. or afwdtei�6,flfid1-*YEg, �, i� `NO'' IF YES MAYBE REQUIRED. b. Is this property -within 3 00 feet of a tidal wethind?'* YES"' *IF YES, D.E.C. PERMITS MAY, 16. Provide survey, to'scale, with accurate foundation plan and distances to property lines. 17. If elevation atpy,point-,on,prppprty i8 -at 10 "feet or below, must provide topographical data on survey. 18.,Are, there any-coveriant&and restrictions with -respect tolhis property?. -YES;: IF YES, PROVIDE A COPY. STATE OVNEWYORK) SS. COUNTY OF being g lysworn, deposes -and"sa'y"sthat'(§)he'iithe appli6ant (Name of individual ii0ii#g'pon e named, (S)He is the (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 appli catio'k,aipirue to the best of his knowledge and belief; and that thework. will be-,, performed in the manner set fortlijMA , appli84i6nfiledtherewit SwomtpjZefqT0m61thi's, 20/3 day of,) jn 70 11110 k,4 32 Sig&6rV 6fAp�tb V0tUzN0t0TS"t.6t- q! New Yo* King 'ed iri o'Couft.- M Qyafifo y ftmmlssion Exome 1:W12018 TOWN OF SOUTHOLD BUILDING DEPARTMENT W1111,1K, i- ". 61 q SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved 20J�_ Disapproved a/c Expiration % 2, 20 E c BUILDING PERMIT APPLICATION CEIECKLI�fi- , Do you have or need the following, before applying°, Board of Health 4 sets of Building Plans PERMIT NO. Building Inspector Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: �` Mail to: Jo&y 4,4d6aA A -/Wei -matd Phone: '71 8' - M. -9 76 7 I 1ICATION FOR BUILDING PERMIT 2013 Date, —ao2 BLDG. DEPT. INSTRUCTIONS rmuti nF ,olITHOLD 20 13 a. This_appliea#ion-MUS�mpletely 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. £ 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, 4vA rea0lations,and to admit authorized inspectors on premises and in building for necessary'inspections: . _ .r . - n '(Signaturd"of applicant or nanO. if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician; plumber or builder 0 WW4F_P. APPX 0Vf V AS NOTRD Name of owner of premises �1 DA,T, F (As on the tax roll or l9fek•deed -- BY , -- If applicant is a corporation, signature of duly, authorized officer NOTIFY B ILDING DEPA-1,,-i ^;:ENT PT 765-1502 5 AN1 TO 4 Plvi FOR TIME FOLLOWING INSPECTIONS: r (Name and title of corporate officer)f ¢ 1. FOUNDATION - TWO REQUIRED •P .J � S VV FOR POURED CONCRETE .� Builders License No.i'�'C��``�'liu.;A! 2" EILECTRCALr&CAULKING ! sem, Plumbers License No. S�RA�PING --. �- „_..- .._. rJ _ Electricians License No.4.13" �,�'=.9A� - 3. INSULATION 4.FINAL - CONSTRUCTION & ELECTRICAL Other Trade's License No. MUST BE COMPLETE FOR C.O. ` ALL CONSTRUCTION SHALL MEET THE 1. Location of land on hich proposed work will be done: 6�V 5%0 Heev , #fid Md� REQUIREMENTS OF THE CODES OF NEW �TF,-NOT RESPONSIBLE FOR . � R1�AICTRI ICTIMI GRR00C House Number Street Hamlet Co>a0 1000 Section : Block 0C1 Lot • St71 diyis16 , 1,0 ff Filed Mar No. 3S/O Lot df(i1iS',SJ 76,:c_]nu;er:mgeJ(DA 2. State existing use and occupancy: of premises and intended use and= occupancy of proposed construction:- ; a. Existing use; and occupancy yp-i2D b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work r. (Description) 4. Estimated Cost, '- 7"L 0' Fee (To be paid on filing this application) 5. ' `If dwelling, number of dwelling units` O Number of dwelling units on each floor O If garage, number of cars 6. If busmess,.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 Heighf, Nurnber of Stories 8. , Dimensions of entire new construction: Front © Rear o`� Depth r� Height %1? Number of Stories / � � o 9. Size of lot: Front /6, Rear ,3>�o.!f /' Depthi34.g3 ; 1/42 10. Date -of i'urchase /`Nam&of FormeivOwner' ©#W- OM #9 11. Zone or use district in whichpremises' are, situated ` ;' � s`j &V/ f} L 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,Ownenof remises.RE/A4G_R.' �/ -:Addiess eoo,�t` Naive of Architecthn)G/uf,�_-o Arctiecs Address o jS PhoneNo Name of -Contractor = FE Address: } : Phone No.' _.•+-_r u •S. - .. 1_ t Iiia i !...7777777777,;,, 15 a. Is this roPertYwithin 100 feet bf a°ticW'wetland'or a'f eshwater wetland.' YES ' `NO' ' , * IF YES,'SOUTHOLD TOWN TRUSTEES `&DEC' PERMITS`MAY BE REQUIRED. b. Is this property_within 300 feet of a tidal wetland? *- -YES ```-NO''-'-`-'i `_ ' . *IF YES,'D.E.C. PERMITS NfAY BE REQUIRED., 16. Provide survey, to scale, with accurate foundation plan and distances to properly 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'ajkfi friction m*xespect to this.property? *YES . NO, V * IF YES, PROVIDE' A COPY. STATE OF NEW YORK), SS: COUNTY OF QhV W&r1 A/Ee 7—.6 67�1 being duly. sworn, deposes and'says that f s)he 7ii the applicant' (Name of individual signing contract) above named, (S)He is the (0 C_o YN1cf- V, (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. Sworno efore me this day of- > 20 43 Notary_ blic ' Si of ApplicFnt Notary Pubhc. State of New York. lii4alifiad in lcinp4 Counry LlC.Orrp Anion Expire ta/22=16 BOA" MEMBE=RS Leslie Danes Weisman, Chairperson James Dinizio, Jr. Gerard P Goehringer George Horning Xen Schneider Southold Town Ball 53095-M4in Road - P.O. Box 1.09 Southold, NY 11971-0959 Office Location: Town Ampex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http:/lsoutholdtown.nortbfork.net ZONING BOARD OF APPEALS TOWN ,OF SOU HOLD TeL (631) 765-1809.Fax (631) 765-9064 FINDINGS, DELXBERATIONS AND 1DETEIt1VANAT10N MEETING OF JULY 19, 2012 ZBA FILE: 6574 1 NAME QF APPLICANT. John and.Angela Reinertsen PROPERTY LOCATION: 590 Arrowhead Lane Peconic, NY' SCTM# 1000-98-2-4.1 SgQRA DEMRMINATION: The Zoning Board of Appeals has 'visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of. Actions, without further steps under SP-QRA LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY 1;A ESC ON: Subject parcel is a conforming lot located in the R40 zone district. It is improved with. a one and a half story dwelling with 316.76 feet (actual) of frontage on Arrowhead Lane, 134.93 feet on the south property line, 316.40 feet alotlg the west property line and 124.09 feat along the north property Me as shown on the surrey prepared by John T. Metzger, LLS, dated March 1, 2000, last revised May 18, 2012. BAST Request for Variance from Article 1II Code Section 280-15 and the Building Inspector's March 29, 2012 Notice of Disapproval based on an application for building permit for an accessory pergola and in -ground swimming poollspa.at 1) accessory pergola is proposed in a location other than the code required rear yard 2) accessory in -ground swimming pool/spa is proposed in a, location other than the code required rear yard. RELIEF RE 1JESTED: The applicant is proposing to construct a pergola in the side yard where the code requires a rear yard location. Additionally, the applicant is requesting to construct an in -ground swimming pool and spa in the front and side yards where the code requires a rear yard location. ADDITIONAL INFORMATION: In 2006, under Zoning Board file vumber 5973, the applicants applied for and received variance relief with conditions for now single family dwelling at less than 50 feet 5om-the 3ronflot line, and a rectangular in -Wound swimming pool and accessory cabana located in a side yard rather than the .node required rear yard_ The applicants subsequently redesigned the pool' and spa with landscaped planting beds and a patio and are now requesting that the swimming pool be placed in a side yard at 35.2 feet from the south property line. At the public hearing the adjacent -neighbor to the South objected to the location based upon concern for noise disnrrbance from the pool use; the neighbor across the street testified that they are in support of the applicants' request AMENDED APPLICATION: During the hearing, the applicant was asked to increase the proposed. side yard setbacks for the pool to 40 feet from the southerly property line, to address the neighbor's concern over nose levels. f.� f v Fagc 2 of 3 —July 19, 2012 ZDA F406574 - kainensen CTM: 1000-98-2-4.1 FINDINGS OF FACT/, REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2012 at 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 fords the following facts to be true and relevant . and makes the following findings: j r I . Town Law §267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Several of the lots in the neighborhood are long and narrow with reduced depth in the rear yard, thereby limiting or eliminating the use of the conforming rear yard location for accessory structures. Accessory in -ground swimming, pools are common in the neighborhood. The in - ground swimming pool and cabana with pergola will not be visible from the road or adjoining properties because of existing mature vegetation and a proposed landscape plan of additional trec and plant screening. The applicants' rear yard overlooks agricultural property_ 2. Torun Law 4267-b(3)(b)(2)—.The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could physically locate a swimming pool in their rear yard. However, the rear yard is only 37 feet deep at the closest point to the existing whereas the applicants' lot, which is 316.76 feet wide, has two very large side yards Therefore, the only practical place to construct accessory stractures is in either of the two side yard areas, which is also the more practical location in terms of the interior layout of the applicants' dwelling. 3_ Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code requirements. however, they are mitigated by the shallow depth of the lot (124 feet) which dictates the placement of accessory structures. 4. Town Law &267-b(3)(bl(41 No evidence has been submitted to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditioAs in the neighborhood. The applicant must comply with Chapter 236 of the Town code for storm water management and the Town's drainage code and requirements for safety fencing for the pool and spa. The applicants' agent testified that no existing mature trees or natural vegetation will be removed from the southerly portion of the lot beyond the location of the pool. pool equipment will be placed in a sound deadening container. The neighbor's dwelling to the south is located 120 feet from the proposed pool location and the existing and proposed additional landscaped buffer will muffle sound and create visual privacy. 5. Town Law §Zb7-b(3)L)(5). The difficulty has been $elf -created. The applicant purchased the parcel 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 purchase. 6. Town Law 4267-b. Grant of alternative relief, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool and pergola while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF TIM BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Groehringer, seconded by Member Weisman (Chairperson), and duly carried to; GTtAINT, the pergola as applied for and, DENY the in -ground swimming as applied for and GRANT ALTERNATWE RELIEF as follows: The in -ground swimming pool shall be setback a minimum of forty (40) feet from the southerly property line. Page of3—July 19,2012 ZBA Tilc#6574 - Reinertsen CTM: 1000-99-2-4.1 CONDITIONS: 1. Applicant shall plant and continuously maintain a row of evergreen trees and plant screening as shown on the site plan by Platinum Site Development dated 5/18/12 and stamped received by the Board of Appeals on May 23, 2012- 2. Applicant shall construct the pool and install evergreen screening within one year from the date of this decision. 3. All pool mechanicals shall be placed in a sound proof container located behind the cabana. 4. All run-off shall be contained on site per code and conform to Chapter 236 Storm water management. 7'haz the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Before applying for a building ermi the applicant or agent must subunit to the Board of Appeals for approval and filing, two sets of the final survey and architectural dravviags conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in tho delay or denial of a building permit, and may require a new application and public hearing before the zoning Board of Appeals. Any deviation from the vartance(s) granted herein as shown on the architectural drawings, site plant and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformides under the zoning code: This action does nor aurhorixe 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 u de minimis in stature for an alteration that does not iaerease the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning. Nay: Member Dinizio. rhts Resolution was duly adopted (4-I). C L. hoz�_ Leslie Kanes'Weisman, Chairperson Approved for filing /2012 VZ5-%FM-4- Town of Southold - Chapter 236.- Stormwater Management Prevention Plan Assessment Form SWPPP - Storm Water Pollution GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPL"NTT NAME: Own - ant-Consultant-C-o�ntr�a�%tor or Other (Circle One) Property OWNER.,(IfDifferentthan Applicant) V +�/T/u kn �G /v TS Address: s.? Z 4 jj�0 Address: Telephone#: /�' 9�471 Fax# 3� Ga i � D Telephone # Fax# E - Mail. E - Map: Property Address: �}p�} d ��" �� �E�N /61 rm W'' Brief Description of Construction Activity, Proposed Strnettixal BMPs, Soil ' " " St dulization BMPs, Project Scope and/or Sequence of Constru�on Activity S.C.T.M. #: • / 1000 DlsMct scion BloEk la! (provide Addu;erol sagas NeeOed) 06,:5J—_R_- Name Contractor and/or Contact Person Responsible for Implementation of SWPPP: of 02 X 0�0 ��frCC�SSoe .-,�Gt/LJ�/ni�a _ :- i 'Bal ZJ)/A16 _314 L b/AI C _W/ — D'--SE ---- S__-W--�%/G�� ViiVW (5 n:& --_ g/J-On�GN/ D&S_ In ��/ f Address: Telephone# Fax P. E-Mari: Name of Persons Responsible for installation & Maintenance of Erosion Control Practice: _1A ((���'�t// 143 44-�nSr'_^-__- j Address: �r � ' _�-------------------------------^_-_----_•--.._ _ Telephone #: Fax E-Mai(: Total Area of Ail-• Project Parcels: Ay�f Tota/ Area of Land Clearing %fQ (S.F./A.) and/or Ground Disturbance; (SA/Arras) ___.-___.._____________________________________________.__________-._..___.._.__.,_. -------------------------------------------- Project Duration: StartvecefP4-OF End (Anticipated) r_ /) D$1 aL Date: (Num DeforceleMaroWJ --•--......-. _....------...-------__,..__--_.------._'-__---_"__^ Will this Project Disturbs five (5) or More Acres at Any One Time During the Proposed Development'? Yes No ---•_,_-..----------------_--_----__--_-----__-- _ _._.-_-...--._..-...__.-.._---_.--_------_---_--_-__- IfYES- Please Answer the Followingi a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate Haw Frequently the Site Q 0 List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time ? Yes No c. Does the SWPPP Adequately Identify All Temporary = = and/or Permanent Soil Stabalization Measures ? Yes No d. Does the SWPPP Adequately Identify a Complete = 0 Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific L] I Status of Impacted Waterbody: (eq. TMDL, 303(d) Listed, Impalred—) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of intent and SWPPP Acceptance Form for Review r_,_1 Q Type of Impacted Waterbody: (eq. Lake, Creek, nay, Pond, sound, Freshwater WeLland.-) by the Town of Southold ? Yes No STATE. OF NEW YORK, ,l . I %COOU�,�NIT OF.... f11,.!�.��..--5.................. SS That I,% .'.:!:�.`I�.E�.^4.�. .� ........::..1......... being duly swom, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ......... Q.1/.1�I1kEl0.......... ... ... .... .................................................................. (Owl mer, Contractor, Agent, Corporate Office , etc.) Owner and/or representative of the 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 herewith. Sworn to before me this; ............................c ...... ay of .....-..-,........... ............... , 20., 3 NoPublic:........................................................................................ ./� ... MAAYJ WI11rHRLIKfi (Signa • e of Applicant) filo. WE 198432 SWPPP Assessment FORM: 03-12qy osnrc U. INOW Tura ualified in Kings County My Commission Expirtm 1$/Z?12016 CwIr Zz81 \\pf SQ�jl�o{o - Town Hall Annex J Telephone (631) 765-1802 54375 Main Roadg p P.O. Box 1179 G 4 roaer.richertCat i soU�flpl� nV us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY.R . Date: Company Name: O _ Name: 1 7. License No.: ® C Address: G r t Yti cj . SSU d d_ Phone No.: Z JOBSITE INFORMATION: (*Ind19qes required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: _ _ 13dC�� Tax -Map District: 1000 Section: Block, *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot LZ;vo (Please Circle All That Apply) �/�JL _ n t *Is job ready for inspection: YES / NO. ough in Final *Do -you need_a Temp Certificate: YES! NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 ' 200 300 350 400 Other *New Service: Re -connect- Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION q�.82=Request for Inspection Form �G � �� April 26, 2013 Town of Southold Building Department Town Annex, 1 st Floor Capital One Bank 54375 Main Road, Southold, NY" 1-11871 To whom it may concern: I'm enclosing two building applications for a pool cabana and pergola for our property located at 590 Arrowhead Lane, Peconic, NY 11958. Also included: 2 Certificate of Occupancy Applications, Zoning Board of Appeals Determination -dated 7/19/2012, Storm water Assessment Form, Survey Dated 5/18/2012, and 4 sets of building plans. I have included a check in the amount of $576 covering the following: Pool Cabana $100 12'x 20' 96 50 Pergola $100 10' x 45' 180 50 Please contact us if Sincerely, Jo n and An eir 12 7 84 Stree oklyn, NY 11228 (718) 238-9767 application fee (240sf x .40/sf) certificate of occupancy �� %} application fee (450sf x .40/sf) {� i �� certificate of occupancy ��,�� ^� 'Q �`n have any questions or need additional information. pF SOUr�� Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 11, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD John & Angela Reinertsen 122784 1h St Brooklyn NY 11228 TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38003 — Pool Cabana _I m At low At : _ . ■ 7 � > 77; w. y. .. . .. .. . ..;.� ' Ad r ' c F. � l .n 00 _ <... -_ ..' -�, ,_ •tea I. v r �R ^ s n v „ nr, ,x µ y r • wpm_ IT aa q i �+t ... le ... l q , re R , x A x rr i � a e �4 w W A er aw .� ., �x �;,, �� ,�-� � .. i I 41, LOT NUMBERS REFER TO 'MAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 20, 1963 AS MAP NO. 3810. JULj02013 ,-0, M LTH SERVICES nli: www.-Ii 9WATER MGT. INDIAN AD W WCC) coP 0', CA VACANT P LOT 39 Q � QJ 124.14' (Map) „fi N 88'42'20' E 124,09' (actual) 2 L 3 el Q 2a•r u, UrIFE z& N V fJfm3F LOT 38 ba�'�9 N C) c E p n m Z: r o y -A' 0% C3 £ P iQ `• �- A I014% J) \1 �° D /5• Zo' a 3�; — J. N � r 37. �o�oP Z Gi 2 � vel CZ 0 iQ `• �- A I014% J) \1 �° _q /5• Zo' a 3�; — J. N � r c�� ��o4oa n JI �o�oP r iQ `• �- A I014% J) \1 �° Qv /5• Zo' a • NmS�_ Fe ` O5"EI c Mpn CN' o P Pio / 4-7 r N0bd �(JI :�! o 0 0 0 93 in by c� ei v �/ P! 25 24• 24.0 88'42'20' W 134.93' (actual) ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. 135.00' (flap) +; LOT 36 (dwelling) WA TER METER AREA= 41,815 S.F. C well SURVEY OF PROPERTY AT PECONIC T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY, NEW YORK 1000-98-02„03 & 04 iY, l) SCALE: 1"=50' MARCH 1, 2000 JUNE 28, 2006 Sept ZG, Z,006 (/0/ crc*gc) Fab � 2 z, 2 0 0 7 (w . r /,>3 e-` — - • �FC,CE WE v JUL 16 2012 z C f� BLDG. DEPT. TOWN OF SOUTHOLD SUFFoLr, COuNTY DEPARTMENT OF IAEA I S PERMIT FOR APPROVAL OF CONSTRUCT HN FOR A ®ATE I H.S. REE F. APPROVED TOTP IMUM BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL v F Q Water Line(s) MUST Be Inspected -By The Suffolk County Dept. of Hs IntAd Advanth ce, Call 852-5700, 4 To Schedule inspection(s). CERTIF/ED TO• JOHN REINER TSEN ANGELA REINER.TSEN Lo/ 60vera-5e hs e .3s oo .5 -f poo/ Cabe )cu io s F. 6o/ 6 a¢/8/Ss.F. s. - TEST HOLE DATA I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set :forth therein and on the permit to construct. hM 43.5 The location of wells and cesspools shown hereon are from field observations and or data obtained from others ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. Dark brown silty loam ❑L LT Brown loamy sand SM 3' Pale Brown Fine to coarse sand ' RECUNIC SURV (631) 765 - S P. 0. BMX 90 9 1230 TRAVELER 17' SOUTHOL D, N.Y. P, -SOF NEW sw� ME * . Y. ; a Y S, 8, ) 7 O�rl._Na.4�1 O2- 1 LOT NUMBERS REFER TO 'MAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 20, 1963 AS MAP NO, 3810. N� ��Elugp ED i VQ6`0% }. G0. HEALTH SERVICES OF WASTEWATER MGT. INDN� jo W OD in i� m< m r. m n ILOT 39 a 124,14' (map) N.88'42120' E 124,09' (actual) A m mi N� v m 24 r � n 3 9L v POOL EQUIP IN S7KDE: FE I STY. FR. POOL HSE FECOR. as'E LOT 38 0 a RCA I)RIVEWAY 0� 20' UNDERGROUND Q PROPANE TANK AIC C E J S C.D.H.S. REFERENCE NUMBER R10-07-0012 AREA=41,815 SQ. FT. I am famillar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ablde by the conditions set forth therein and on the permit to construct. The locatlon of wells and cesspools shown hereon are from fleld observations and or data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEV YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-98-02-04.1 SCALE: 1"=50' MARCH 1, 2000 JUNE 28, 2006 SEPTEMBER 26, 2006 (LOT COVERAGE) FEBRUARY 22, 2007 (WATER LINE) MAY 22, 2007 (FOUNOA71ON LOCA 770N) MARCH 7, 2011 (FINAL) OCT. 1, 2014 (POOL & POOL HSE. FINAL) SEPTIC L DCA TION ST LP NAp RCA I)RIVEWAY 0� 20' 20' 31 ' GVE AIC C E J „- METAL FENCE - c 40.3 N ; J P. v • S.T. �- 3z g B > !, 1 112S I w!' EZEC7 IC N FR. HSE. III I J WA 7ER N METER .I "9 20.1 -I G� P HARBOR G4 7E r Cant. PAno M - 12.3 c POOL 46.5' F•` %J w rr._. � . GRVL. - -- HOT m WA 7ER 7UB l�� -- + --�'• n ^ 3 Lj EDGE OF BURM 2 � + FEATURES # m v 9L 'LOT 37 „ — C.L.F. FECOR. S 88'42'20' W 134,93' (actual) 135.00' (map) I LOT 36 I (dweilhi9) AREA=41,815 SQ. FT. I am famillar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ablde by the conditions set forth therein and on the permit to construct. The locatlon of wells and cesspools shown hereon are from fleld observations and or data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEV YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-98-02-04.1 SCALE: 1"=50' MARCH 1, 2000 JUNE 28, 2006 SEPTEMBER 26, 2006 (LOT COVERAGE) FEBRUARY 22, 2007 (WATER LINE) MAY 22, 2007 (FOUNOA71ON LOCA 770N) MARCH 7, 2011 (FINAL) OCT. 1, 2014 (POOL & POOL HSE. FINAL) SEPTIC L DCA TION ST LP NAp "Bp 31' 20' 20' 31 ' I 0F.0 RUC ,.',9,QRKS FOR - C'�(.;�rtil}�LF' � r�' �r� ,�{�.,� •Sp�fcu�td-.4O 43 Wggfuc.� �RypB /VT�`ia. TEST HOLE DATA Dark brown city loam OL 1.5' Brown loamy sand SM 3' CERTIFIED TO: or �v . y� k 11 - JOHN REINERTSEN Pale Brown flne to C sed s�s�JEo�-`7 �� h ANGELA REINERTSEN I�l��'I=fes FAX(631) 765-1797 17' P 0. BOX -909- 1230 TRAVELER STREET SOUTHOLZ MY, 11971 _ • ' • 124t14 (map) 2124.09E 38 (actuat) '* 42 10, SITE DEVELOPMENT Side Yard Property Une 0 T G i U D PROPA, NE SANK 0 n t� \.r 'CDW DRIB WA Y M N ` rnA Ln i/c N N 40.J ho 4� IS"D'4 o e s2,1 ,.c..x4...,_ .y..r 37.1 �t 112STY* VjAE� ....+a1 Proposed ' �— i Chain Ilnk M J � .rr. * Wi n — r """�N S-\-.. ---- --- IT cale: 1/16 - 1 *� Plan: LP-01 V TER Proposed By: Jason Caldeira Date: 4/15/12 ChainlFence By: Jason Caldeira Date: 5/18/12 12"" _..._._ _..___�(__.L_.._._',._.__.�. By: Date: .3 —�_� ,� . r . � io' i" By: Date: / By: Date: By: Date: By: Date: �"�'� By; Date: .J' s 1 1 i By: Date: Front Yard Property Une Rear Yard Property Une 3' Proposed Pergola Customer Name: Reinersten i' 3" Address: 590 Aroowhead Ln it -_. City: Peconic State/Zip: New York Phone: 718-238-9767 Cell: 917-750-2108 Z)Email: Reinersten@earthlink.com Proposed !T# I ►�� N Alternate Contact: (.#4 $' Deep ? ChJob: 12' Tree ✓w Plant11 Nil' v screening 1na7t�naSw � d""`� • Designer: Anthony Lauro Address: 37 Jerome Ave r i• City: Hicksville State/Zip: New york Phone: ` o Trft&ftftt N Cell: 516-351-2067 screening Email: alauro@piatinumsdgroup.com Alternate Contact: Ucense *: 41580-H Side Yard Property Une - - ---....�yE'_...._._.. C :4l__ _._ _ (_..._... - — . ----_ ♦ i .._...___y �\ � • 0 S 38*42 `2 W *239 2 (actud)I have reviewed and I give my approval to proceed with the 111���,,,,,��� i t construction of this project. 1315,00, (map) PSD Date X Customer Date SUPPLEMENTAL INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF TiLE CONTRACT These drawings and specifications are instruments of service. They are the property of the Architect and may not be copied, altered or reproduced without the Architect's written consent. The Architect of Record shall not be held responsible for nor guarantee any work or the performance of the General Contractor or any subcontractor. DRAWINGS ARE NOT TO BE SCALED - Dimensions are to be used exclusively. All work shall conform to 2010 Residential Code of New fork State (effective date December 28, 2010) and Wood Frame Construction Manual (WF01) for one and two family dwellings 2001 Iligh Wind Edition (as referenced front NYS Res. Code) - Prescriptive Design (Chapter 3) and all local codes having jurisdiction. Omissions in contract documents shall not relieve the contractor from compliance with all applicable state and local codes. General Contractor shall provide all additional items of work requested by all Local and State Building Department officials. The terns "General Contractor", "Contractor" and "GC" shall deemed interchangeable and refer to the General Contractor awarded the contract for constriction. All work performed by subcontractor's hired by the General Contractor shall be deemed to be the responsibility of the General Contractor. Responsibility for the Construction Work - The General Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of the construction work, and for the final project. Worker Safety - The General Contractor alone shall be responsible for the safety of the construction workers, the client and others on the site and adjacent property owners. These scope documents are intended to convey the overall scope of work and general design intent only. The Contractor is to supply all additional details and connections, necessary to provide a complete job and achieve the overall design intent. BUILDING DEPARTMENT The General Contractor shall be responsible for filing and securing of all permits as related to the proposed scope of work. The General Contractor shall make arrangements for and be present at all inspections required by the Building Dept., Board of Electrical Fire Underwriters and any other agency as required by the scope of the work including the final inspection. All permits, licenses, labor, materials, and applicable fees or taxes shall be the responsibility of the Contractor. LITE WORi: Prior to the execution of any work, the Contractor shall notify all local utility companies owning poles, conduits or pipe on or adjacent to the site and arrange for the removal of those items as required. General Contractor shall verify the location of existing underground facilities and ascertain that no conflict exists with the proposed work and that sufficient clearance is available to avoid damage to existing facilities. Perform investivations at least 10 days prior to performing any excavation or underground work. Excavate to depth required to set footing. Step new footings, foundations at a 2 to 1 ratio as required meeting the bottom of the existing adjacent structures. GC shall determine the depth required in the field. All soil shall have an assumed bearing pressure of two tons per square foot. Bearing shall be on clean, undisturbed soil. All backfill shall be free of debris and organic fill. Provide 6 mil. Polyethylene vapor barrier under all concrete slabs. CONCRETE- MASONRY CONCRETE - All concrete foundations shall be constructed in accordance with Chapter 4 of the NYS ResCode. Minimum width of concrete or masonry footings shall be in accordance with Table R403.1 All concrete shall be 4,000 psi. Compressive strength, minimum. Foundations shall not be placed on fi•ozen soil or in freezing weather. Portland cement shall comply with standard specifications for Portland cement ASTM C 150-78 or ASTM C 0260-73 for air entrained admixture. Slump for normal weight concrete shall be: AMAX MIN Plain footings, walls, walks 4 in. 1 in. Reinforced footings and foundation walls 5 in. 2 in. Slabs, columns, walls above grade 6 in. 3 in. If mechanical vibrators arc used, reduce slump by one-third. Do not increase water ratio in concrete for easier movement in formwork. Concrete slabs on grade shall be reinforced with 1010 woven wire mesh or as otherwise noted on contract documents. Build in proper locations in concrete work all frames, items, block pipes etc. as necessary. GC shall coordinate with all trades. Concrete shall be free of all injurious oil, alkalis, salts, and organic substances. Rat slabs slrall be brought to a hard troweled finish. Provide expansion and control joints as required Apply waterproofing to clean, dry surfaces. Seal all penetrations. Waterproofing shall be cold applied membrane waterproofing (minimum of 60 mil. Thick) as manufactured by WR Grace or equivalent. Reinforcing Steel Reinforcing materials shall conform to ASTM C33-67. Metal reinforcing shall be intermediate grade billet steel, deformed ASTM A-15, deformations ASTM A305. Welded wire steel fabric ASTM A 185, ultimate strength 70,000 psi. All reinforcing steel be ASTM billet steel A615 -84a Grade 60. Welded steel wire fabric shall conform to ASTM A 185 for smooth wires and A497 for deformed wire, ultimate strength 60,000 p.s.i. All reinforcement shall be bent cold, to a minimum of six times the nominal diameter of the bar or wire. Lap splice lengths shall be a minimum of thirty times the nominal diameter of the reinforcement. WOOD CONSTRICTION CONNECTORS NOTE 1N ORDER TO BE IN COMPLIANCE WiTH PRESCRiPTiVE DESIGN OF VVFCi%l 2001 edition, CHAPTER 3 ALL METAL CONNECTORS SHALL BE INSTALLED AT EVERY STUD (16 INCHES ON CENTER). All components required under this secition shall be by Simpson Strong Tie. All components of these systems shall be in stalled in accordance with manufacturers written installation instructions. Lateral framing and shear connections (WFCM 3.2.1) shall be in accordance with Table 3.1 for roof framing connections. For roof to wall assemblies (3.2.1.2) - shall be in accordance with Table 3.4A. Wall assemblies (3.2.1.3) shall be in accordance with table 3.5A. Wall to floor assemblies (3.2.1.4) shall be in accordance with table 3.1. Floor assemblies (3.2.1.5) shall be in accordance with table 3.1. Uplift connections1WFCNT 3.2_2 shall be provided and installed in accordance with the prescriptive requirements of Table 3.413(prescriptive design) SPECIFICATION - Securing roof rafters to wall framing - NITS twist strap - GC to determine length required. LTP 4 plate (acceptable for resisting both forces) Coil strap (CS series) for installation as a floor to floor tie - H2.5A hurricane clips shall be installed at every rafter/top plate and elsewhere as noted on the contract documents. Overturning Resistance (WFCM 3.2.3) Hold-downs: shall be installed at the ends of all shear walls in accordance with 3.4.4.2.3 (figures 3.58a -b) Hold down capacity shall be cumulative. SPECIFICATION - Simpson Strong Tie FOR ONE STORY STRUCTURES HDU4 -SDS 2.5 FOR 2 STORY STRUCTURES HDUS-SDS 2.5 Provide 2 - in line -at each floor connection Ridee Straps (WFCM 3.2.5.1) - shall be attached to every pair of opposing rafters. Ridge strap connections shall be in accordance with Table 3.6. SPECIFICATION - Coil strap CS series, in length required. (WFCM 3.2.2.3 WALL ASSEMBLY TO FOUNDATION: Anchor Bolts shall be installed in accordance with Table 3.213 (figures 3.2 a -e). All anchor bolts shall have a 3 -inch square base plate installed tinder the bolt (Simpson LBPS). Anchor bolts shall be installed within 12 inches of each end of sill plate and 12 inches of each corner. Minimurn embedment shall be 7 inches. Secure with an acrylic type chemical anchor. Epoxies are not acceptable. A minimwn of a 1.25" x 20 gage ASTM A653 grade 33 steel strap slrall be nailed to the studs in accordance with table 3.413 and have a min. embedment of 7" in concrete foundations and slab -on -grades, 15" in masonry block foundations or be lapped under the plate and nailed in accordance with table 3.413. Steel straps in contact with masonry shall be hot -dipped galvanized finished or manufactured from G185 or Z450 galy. Steel. WOOD AND PLASTICS WiNDOWS - See window schedule for window sizes types and additional notes. All tables and references are referring to the WFAIC for one and two family dwellings - 2001 Edition NEW WINDOWS (for use within the area or work) - shall be in accordance with the following: of the WFCNI. Table R301.2(2) - Component and Cladding Loads All structural lumber shall be Doug -Fir -Larch Select structural grade (minimum bending stress 1100 psi). Basic wind speed - 120 MPH All framing lumber shall be Doug Fir or Hem -Larch No. 1 grade (850 psi). Lumber to be grade marked Wall - zones 4 and 5 18.5/-29.1 pressure (minimum/maximum) before delivery to the job -site. Utility grade shall not be used for framing ]umber. Table R301.2(3) - Height and Exposure Adjustment Coefficients Termite Exposure B with mean roof height of 25' (approx) - adjustment coefficient is 1 All interior load bearing partitions shall be 2 minimum of stud grade; utility grade shall not be permitted. Required Design Pressure shall be 18.5/-29.1 Provide double top and bottom plates all interior load bearing partitions. 50 Interior non-bearing partitions shall be stud grade. New Exterior windows shall be as manufactured by PELLA DESIGNER SERIES -minimum Design Rooms other than Sleeping Rooms Pressure shall be 30, unless otherwise noted Provide types as indicated on drawings. All exterior windows All nailing shall be in accordance with Table 3.1 of WFCM and glass doors shall be in accordance with AAMA/NW WDA 101/1.S.2; and bear label stating same. Stairs Install windows in strict accordance with the manufacturer's recommendation. Leave all windows clean, SHEATHING d: ATTACHEMENT (WFCM 3.2.4) tight and weatherproof. Plywood sheathing shall be as follows Roofs ''/z"th approved rated sheathing FINISiiES Floors 3/4' th. Grade as required by finished floor GYPSUM BOARD- INTERIOR Exterior walls ''/z"" th. Approved rated sheathing Wall Cladding, (WFCM 3.2.4.5) shall be in accordance with the minimum nailing requirements of Table 3.9 48 inches or comply with the manufacturers recommendations - most stringent shall apply. Plywood sheathing and decking of sizes and thickness indicated shall be of U.S. American Plywood Association and Commercial Standards C.S. 45-OFPA grade stamped materials. Gypsum drywall shall be tapered edge wall board 5/8" thick on all interior rated partitions. Gypsum board used in bathrooms or other damp or wet locations shall be vinyl coated water resistant type. ATTACHMENT Gypsum board for areas designated to receive tile finishes shall by gypsum -cement ("wonder board") or Roof sheathing_(WFCM 3.2.4) attachment shall be in accordance with the minimum nailing requirements equal. of Table 3.10 All gypsum board wall surfaces shall be left in paint ready condition - three coats, tape and spackle. Wall Sheathing (WFCM 3.2.4.2) shall be in accordance with the minimum requirements of Table 3.11. At all non- 90 degree corners provide and install EZ Strip expansion joint, as manufactured by National Wall Cladding Q 2.4.5) shall be attached in accordance with the minimum nailing requirements in table Gypsum Wall board products. 3.11 or in accordance with the manufacturers written installation instructions. 3.4.4 WALL SHEATHING Gypsum Board Ceilings Where gypsum board ceilings are specified in contract documents provide 1/2" thick gypsum board panels, 3.4.4.1 - EXTERIOR WALL SHEATHING shall be in accordance with the minimum requirements rated for use on ceilings. outlined in table 3.13A. Exterior wall cladding shall be in accordance with table 3.13B. BRACED WALL PANELS -Where braced wall panels are less than 48" in wall length alternate braced PLUMBING. MECHANICAL AND ELECTRICALContractor shall coordinate all inspections with all local authorities as required by the scope of this work. wall panels shall be constructed in accordance with R602.10.6.1 and R602.10.6. All plumbing and mechanical work shall be in accordance with all state and local codes having jurisdiction. 3.4.4.2 EXTERIOR SHEAR WALLS All work shall be in accordance with the new code effective date December 28, 2010. A. WIND LOADS - shall be in accordance with full ht. sheathing requirements outlined in table 3.17A -B. PLUMBiNG Braced wall panels shall be located not more than 25' OC, center to center spacing. All work under this section shall be in accordance with Part VH - Plumbing (chapters 25 - 32) of the Alternate Methods ■ 5' minimum of 8' high wall studs with a 1 x4 let in brace or approved metal straps, 2010 edition of the NYS ResCode. Where notes and code are in conflict code regulations overn. g g ■ Wood structural panel sheathing, 4'-0" in length, ■ Braced wall panel: 32" wide minimum w, hold downs each end of panel - min 1800 4 capacity All plumbing lines in crawl spaces and exterior walls shall be insulated. All vertical risers shall be ATapped for h story and 3,000 N capacity for 2 story in insulation. All plumbing lines run within exterior walls shall be insulated against weather. Where piping runs Min. 7/16" wood structural panels attached with 8d common nails 6" on center at panel edge and horizontally in floor joists - thermal insulate for a minimum of 24 inches from exterior wall. 12" on center in panel field., %" gypsum board on the interior attached with 5d cooler nails spaced Provide watertight sleeves where new plumbing lines pass thru roofs, etc. at 7" oc at panel edges and 10" oc in panel field. Exterior sheathing shall be continuous from the bottom plate to the upper top plate with all panel All hot and cold water supply piping shall be in accordance with NYS codes in effect at the tie of PP Y P P b edges over framing. construction. Supply lines shall be PEX tubing, in appropriate thickness, provide copper as and additional FRAMING cost if requested by the Owner. Floor Framing - Maximum spans for common species and grades of lumber shall be in accordance with Provide shut-off valves at all fixtures. Table 3.18 A -B All joists shall be restrained against twisting at the end of each joist. Piping; Material - sanitaty drainsge Provide fire blocking in all exterior walls and all bearing walls. Pipe within building - shall be in accordance with Table P3002.1 excpet that galy wrought iron or galy. Provide at least on line of bridging for each of joist span all floor and roof framing, minimum two Steel pipe shall be not be used underground and shall not be maintained more than 6" above ground. f I" rows per span. Bridging shall be a minimum of " x 3" lumber. Below ground - slrall be service weight cast iron pipe with bell and spigot joints. Joints shall be made with push -on style neoprene gasket as manuf. By Taylor Pipe Co. or approved equal. Notches and Boring (WFCM 3.3.1.1.1)- notches in the top or bottom edge of solid sawm joists shall not be Drainage piping shall be pitched a minimum of 2:12 pitch. located in the middle one third of the joist span. Notches in the outer thirds of the span shall not exceed one sixth of the joist depth. Where notches are made at the supports - they shall not exceed 1/4'h of the Pipe Supports: shall be in accordance with Table P2605.1 depth. Iholes are limited in diameter to 1/3`d the joist depth and the edge of the hole shall not be closer than 2 Peine Materials - supply lines inches to the top or bottom end of the joist.. All hot and cold water supply piping shall be in accordance with NYS codes in effect at the tie of construction. Supply lines shall be PEX tubing, in appropriate thickness, provide copper as and additional All wood joists and girders to have a minimum of 4" beating. Beams and girder shall bear on load bearing cost if requested by the Owner. walls, concrete or masonry foundations. Install galvanized steel sleeves where piping passes thru interior walls or floors - sleeves shall be of Wall Framing - shall be in accordance with table 3.20 A -B. sufficient size to accommodate pipe covering and shall be fitted with nickel plated escutcheons. A minimum of three studs shall be provided at each corner in an exterior will. (WFCM 3.4.1.1.3) Install cast iron sleeves where piping passes thru walls or floors below grade. Seal all opening water and weather tight. Top Plates (WFCM 3.4.1.2) - double top plates shall be provided at all exterior walls. Double plates shall overlap at corners and at intersections with other exterior or interior load bearing walls. Double top plates Shower control valves. pressure balancing, thermostatic mixing or combination valves shall be equipped shall be lap spliced with end joints offset in accordance with the minimum requirements of table 3.20. with a high limit stop in accordance with ASSE 1016 or CSA B125. The high limit stop shall be set to limit water temperatures of 120 F. in-line thermostatic valves shall be not be used for compliance. Wall Openings (WFCM 3.4.1.4) - ]readers - shall be in accordance with table 3.22A -E. Hand held showers shill be protected against backflow. Rafter Framine - maximum spans shall be in accordance with Table 3.26 A -H. ELECTRICAL. Ceiling Joists - maximum spans shall be in accordance with table 3.25 A -B. All work under this section shall be in accordance with Part VIII - Electrical (chapters 33-42, as applicable) of the 2010 edition of the NYS ResCode. Where notes and code are in conflict, code EXTERIOR GRADE MiCROLAMS - shall be Parallam Plus PSL series as manufactured by TrusJoist. regulations govern. AWPA use category: UCB3. Fasteners & connectors shall be corrosion -resistant. Fasteners shall be CA -C (no ammonia) w/a retention Power and lighting to all spaces shall be in accordance with Chapter 38. level of 0.15 pcf. Acceptable alternative: CA -13 (no ammonia) w/a retention level of 0.21 pcf. All hardware, fasteners, hangers, etc. shall be installed in accordance with manufacturers written Provide and install Arc -fault circuit interrupter outlets in 211 areas as required by E3802.11. installation instructions. Provide and install GFI outlets in accordance with E3802. Drilling, notching, etc. shall be in accordance with manufacturer's guidelines. Provide diagonal bracing in accordance with manufacturers written installation instructions. All appliances shall be installed in accordance with Chapter 40. Provide Owner with manufactures standard 30 year warranty. Supply and install all copper feeders, branch circuit wiring, lighting, and receptacle and switch boxes as Finish - field finish with appropriate water based product. required. All new electrical panels shall be by Square D. EXTERIOR (WOLMANIZED) WOOD Electrical contractor shall provide all wiring for appliances, and any heating equipment required. Pressure -treated lumber shall not be treated with CCA (chromium copper arsenate) or any of its derivatives. Aluminum products shall not be in contact with pressure treated wood. All wood in contact with masonry; wood girders or framing closer than 12" of grade; used on the exterior shall be exterior grade pressure treated wood, ACQ types B and D; CBA -A, CA -B. All flashing in contact with exterior wood shall be copper impregnated - Quality Manufacturer - Yorkshield Copper flashing. All fasteners in contract with pressure treated ]umber shall be galvanized (G-185 or better finish), or stainless steel. LAMINATED VENEER LUMBER All laminated veneer lumber shall be as manufactured by Trust Joist MacMillan (1-800- 628-3997)- "MICROLLAM" LVL Headers and Beams. Product literature from alternate manufacturers shall be submitted for review and approval by the Architect prior to substitution. Bearing lengths are based on Microllam LVL's bearing of 750 psi. Total load values are limited to deflection of 1/240. Live load values are based our deflection of L/360. All LVL's shall be installed in accordance with manufacturer's recommendations. DO NOT cut, notch or drill holes in the LVL's except in accordance with approved guidelines. Exterior: Exterior Molded Millwork shall be by Fypon or as otherwise indicated on contract documents. Supply all components indicated and install in accordance with manufacturers written installation instructions. THERMAL AND MOISTURE PROOFING Thermal and moisture -proofing materials shall be installed as per the manufacturer's recommendation or as indicted on the drawings. install "Ty-vek" vapor barrier on all new exterior sheathing except roof areas. ROOFING - Provide and install asphalt roofing product on all roof areas. Install product in accordance with manufacturer's written installation instructions. Roofmg shall have a minimum of 30 -year warranty. Roofing shall be installed over 159 roofing felts and ice -water dam material 36" in from exterior will line below, as well as in valley's ,etc. in accordance with manufacturer's installation instructions. Specification - match main house SIDING Provide and install siding to match original house. Install as per manufactuer. FLASHING Provide and install flashing at all sill plates, roof -wall intersections and all areas of material change. Flash changes in material with a min. 15" wide elastomeric fabric flashing, one-piece full length of intersection. At sloped roof/vertical wall intersections provide stainless steel step flashing. DOORS AND WINDOWS - Supply and install all necessary trim, moldings, blocking, anchor and clips required to install doors. Install all doors as required and adjust for smooth operations. DOORS/HARDWARE All non -interior doors shall be 1 3/8" thick door style as selected by the owner. Provide hardware selected by the owner. DIAGRAM OF PROPOSED IMPROVEMENTS not to scale SUBJECT OF APPLICATION CONSTRUCT 240 SF 1 STORY STRUCTURE - FOR USE AN ACCESSORY STRUCTURE. ACCESSORY STRUCTURE SHALL BE EXEMPT FROM ENERGY CODE. CONSTRUCT PERGOLA (BY OTHERS) Ground Snow Wind Seismic Design 20 Subject to Damage From Attics accessible with fixed stair Ice shield underlayment Flood hazards Speed Weathering Frost Termite 40 Load Mph Category 50 Line 50 2000 # load applied over a 20-sq.in. area Rooms other than Sleeping Rooms required Sleeping Rooms 30 Stairs 40 depth 20 110' c SEVERE 48 inches MODERATE YES I ZCD. TO HEAVY R 301.2.1.1 - Design Criteria Used: WFCM 1 AND 2 FAMILY DWELLINGS R 301.2.1.4 - Exposure Category : Exposure B - urban and suburban areas R 301.2.2 - Seismic Provisions Exception: detached one and two family dwellings located in seismic design Category C are exempt from the seismic provisions of this code IRC Seismic Design Category = C, therefore exempt TABLE R301.5 Minimum Uniformly Distributed Live Loads USE LIVE LOAD Attics with Limited Storage 20 Attics without Storage 10 Attics accessible with fixed stair 30 Decks 40 Exterior Balconies 60 Fire Escapes 40 Guardrails & Handrails 200 Guardrails in -fill components 50 Passenger Vehicle Garages Elevated Garage floors 50 2000 # load applied over a 20-sq.in. area Rooms other than Sleeping Rooms 40 Sleeping Rooms 30 Stairs 40 3 1500 _?) 3 �9Doq No: I Date: I Revision: Ann Falutico, AIA ARCHITECTS 1235 84th Street Brooklyn, NY 11228 Plime 718-745-1572 Project: REINERTSEN RESIDENCE 590 Arrowhead Lane Peconic, NY Drawing Title: ACCESSORY STRUCTURE General Notes All work as per ZBA Application #6574 - Reinersten Seal & SignatureDate: t Scale: as notes jJ� * Drawn B DRAWING No. 2553 t'LO ' �� N 001.00 NYC DOB No: n TO RIDGE 12 •_•_ _ _ _ _ _ _...........................'. 121-6- AS PER ZONING APPEAL S . �._.� \1 2x10 ROOF RAFTERS 16" OC 2X6 COLLAR N TO Wall__ TIES 16" OC dates F f 2"above foundation 2x6 EXTERIOR WALL FRAMING - Lu (3) 2X8'S W/6X6 POSTS DBL TOP/BOTTOM PLATES HOLD EACH END, uon FIBER CEMENT BOARD SIDING DOWN, TYPICAL OD I O OVER TYVEK HOUSE WRAP - A 5080 pr hinged drs 2X4 WD STUDS 16" OC EXT GD PLYWD SHEATHING bf5 o 0 0 VA TO CONCRETE _. ._.�\ shwr •� � -1� . Hg HOSE BIB - NON FREEZE TYPE W/SHUT OFF �• tl / PROPOSED C BANA FRIEZE BOARD \ U (AccessorySt ture riNWINDOWUnheated \ RIDGE �. t GRADE VARIES O 4" th concrete slab reinforced with 1010 Woven Wire Mesh over 6 mil vinyl vapa DBL TOP/BOTTOM PLATES FIBER CEMENT BOARD SIDING j -•-r- -•-•-• . FUTI. kE _,_• barrier & 6_' crushed stone bas � OVER TYVEK HOUSE WRAP - i" j P01�IDE EXT GD PLYWD SHEATHING BO FOOTING RObM D01 --._. _ _ _ _ TvIfN 3'-0"561ov✓ . grade HOLD DNS, TYPICAL I w ASPHALT ROOFING MATERIAL OVER 30# ROOFING FELTS, ICE -WATER DAM MATERIAL - 1/2" EXT. GRADE PLYWD ROOF SHEATHING 2x8 ROOF RAFTERS, 16 -OC. PROVIDE RIGID CHANNEL BAFFLES - MIN 1Y" AIR SPACE SIMPSON MTS STRAPPING •-16" OC HURRICANE CLIPS •-16" OC 1x6 FASCIA BD BO SOFFIT - SEE ELEVS ASPHALT ROOFING OVER I" EXT GD PLYV1 ROOF SHEATHING HURRICANE CLIPS & STRAPPING 16" OC WIND HD HT 6r10"Ab-Bottom .- Plates Tile flooring over 4" TH CONC FLR SLAB reinf w 1010 WVy'M 6 mil v nyl vaporlbarrier 6" crushed stone ba�i��l E5% compacted fill A-001 I 12'-0" B TYPICAL BUILDING SECTION 11 scale 4 - 1 -0 12 5� x10 ROOF RAFTERS 16" OC R-30 BATTS — — TO WALL PLATES E' -2"t AB. SUBFLOOR VINYL VENTED SOFFIT —� I I I) ALIGN W/ EXISTING FASCIA BOARD 2x6 EXTERIOR WALL FRAMING DOUBLE TOPBOTTOM PLATES %" O ANCHOR BOLT 24" OC SECURE W - 3" SQ XY," TH WASHER PLATE EXPANSION JOINT 6" TH SLAB ON GRADE REINF. W-2020 STEEL STRAPPING, 16" OC WOVEN WIRE MESH OVER LAPPED UNDER BOTTOM PLATE — — , 6" CRUSHED STONE BASE FIN SLAB ELEV. PRESSURE TREATED WD SILLS I i :•�: ► — — — OVER YORKSHIELD COPPER FABRIC GRADE FLASHING AND SILL INSULATION VARIE y POURED CONCRETE FOUNDATION WALL -12" WIDE ,° REINFORCED CONC FTG - 3#5 BARS 6' Id .•. 6' CONTINOUS -provide #5 bar 24" OC Min. 3" clear�T F'c = 3,000 PSI • " Provide damp -proofing over foundation c , wall i5 BO FOOTING_ _ �SF MIN 3'-0" BELOW GRADE BFA�if1G�cA' TY FOUNDATION - WALL DETAIL (wood framed) scale 3/4" = 1'-0" 1. R 404.1.6 -TOP OF CONCRETE SHALL BE A MIN. OF 6" 2. ALL WOOD IN CONTACT WITH MASONRY OR W/IN 12" OF GRADE SHALL BE PRESSURE TREATED. PRESSURE TREATED SILL PLATES (ACQ OR CAB GRADE) SHALL BE INSTALLED OVER YORKSHIELD COPPER FABRIC FLASHING & SILL INSULATION 3, ALL FASTENERS SHALL BE SIMPSON STRONG TIE WITH G -MAX COATING 4, ANCHOR BOLT SPACING SHALL BE AS FOLLOWS (FOR %" DIAMETER BOLTS) - 24" OC SLAB ON GRADE 5. ALL WORK SHALL BE IN COMPLIANCE WITH NYS RESCODE & 120 WIND ZONE REGULATIONS _ TO RIDGE ......................................... 12'-0" AS PER ZONING APPEAL / ASPHALT ROOFING OVER I" EXT GD PLYWD ROOF SHEATHING I I I I I I I I rJ r -------- --------I LI BO FOOTING I I I I TAfN'3'-0"b6TO- .-•-•-•-•- - t ----J t -----I grade SIDING AS SELECTED BY THE OWNER OVER ts" EXT GRADE PLYWD SHEATHING, TYVEK HOUSE WRAP, 2X6 EXTERIOR WALL FRAMING STRAPPING 16" OC TYPICAL HOLD DNS, TYPICAL SIDE ELEVATION - opposite side similar scale 1/4" = 1'-0" _._,TORIDGE ,-------------------- 12'-0"AS PER ZONING APPEAL I I I I rJ r -------- BO FOOTING ' -'-'1G1fF13=is'661ovv - - -•-•-•1-----I grade REAR ELEVATION - scale 1/4" = 1'-0" TO TO RIDGE _ _ _ _ _ _ _ _ _._,_,------- _,_,_,_,_ 12'-0"AS PER ZONING APPEAL ASPHALT ROOFING OVER 1 EXT GD PLYWD ROOF SHEATHING GRADE VARIES I I 1 I rJ r-------- _ _ BO FOOTING I I grade 4 N r ----------------------------------------- i. r•• ------------------------------------ -------I I I I is I UNEXCAVATED I i. POURED CONCRETE SLAB ABOVE I •.I I I I:: I �j' 4" TH CONCRETE SLAB REINFORCED WITH 1010 I j t I Woven Wire Mesh over 6" crushed stone base & 85% i •1.. I jI compacted fill •I• I I t.• I 'L I I I I I• J. !• I I I I IL -------------------------------------------J t% r 7-- L------------------------------------------------ 20-0 FOUNDATION PLAN scale 1/4" = 1'-0" For Pergola Foundation see drawing A-002 B A-001 TYP WINDOW HDR 1 I I I I I FRONT ELEVATION scale 1/4" = T-0" NO PLUMBING. BATHROOM NOT TO BE BUILT UNTIL DEPARTMENT OF HEALTH APPROVAL RECEIVED. (3) 2X12 HDR'S W/6X6 POSTS EACH END 4" 5'-6" II O rL 13'-2" CONSTRUCTION PLAN scale 1/4" = 1'-0" HOLD DOWN, TYPICAL LINE OF WOOD FRAMED WALL ABOVE TYPICAL FOUNDATION WALL 10" W POURED CONCRETE, 36" DEEP W/ REINFORCED CONCRETE FOOTING -SEE DETAILS DWG A-03 SECURE WALLS W -5/8"O ANCHOR BOLTS 24" OC PROVIDE 3" X 3" X 1/4" WASHER PLATES T.O. FOUNDATION WALL min. OF 6" ABOVE GRADE (NYS RESCODE 404.1.6) 7'-2Y2 " TO Wall Plates E'-2" above foundation wall 2'-4" FULL HT 7'-2Y2" min WALL SEGMENT 6" ------------------------------------------------- ------------------------------------------------w Lu (3) 2X8'S W/6X6 POSTS ASPHALT ROOFING HOLD EACH END, uon OVER 4" EXT GD PLYWD DOWN, TYPICAL OD I O ROOF SHEATHING A 5080 pr hinged drs 2X4 WD STUDS 16" OC I bf5 o 0 0 VA I I shwr •� � -1� . Hg HOSE BIB - NON FREEZE TYPE W/SHUT OFF �• tl / PROPOSED C BANA FRIEZE BOARD \ U (AccessorySt ture riNWINDOWUnheated I 16" OC RIDGE �. t 2x6 EXTERIOR WALL FRAMING - El O 4" th concrete slab reinforced with 1010 Woven Wire Mesh over 6 mil vinyl vapa DBL TOP/BOTTOM PLATES FIBER CEMENT BOARD SIDING j -•-r- -•-•-• . FUTI. kE _,_• barrier & 6_' crushed stone bas � OVER TYVEK HOUSE WRAP - i" j P01�IDE EXT GD PLYWD SHEATHING RObM D01 STRAPPING, TYP cc i HOLD DNS, TYPICAL I w ff i I 0- X00 i 1 I I I I I FRONT ELEVATION scale 1/4" = T-0" NO PLUMBING. BATHROOM NOT TO BE BUILT UNTIL DEPARTMENT OF HEALTH APPROVAL RECEIVED. (3) 2X12 HDR'S W/6X6 POSTS EACH END 4" 5'-6" II O rL 13'-2" CONSTRUCTION PLAN scale 1/4" = 1'-0" HOLD DOWN, TYPICAL LINE OF WOOD FRAMED WALL ABOVE TYPICAL FOUNDATION WALL 10" W POURED CONCRETE, 36" DEEP W/ REINFORCED CONCRETE FOOTING -SEE DETAILS DWG A-03 SECURE WALLS W -5/8"O ANCHOR BOLTS 24" OC PROVIDE 3" X 3" X 1/4" WASHER PLATES T.O. FOUNDATION WALL min. OF 6" ABOVE GRADE (NYS RESCODE 404.1.6) 7'-2Y2 " TO Wall Plates E'-2" above foundation wall 2'-4" FULL HT 7'-2Y2" min WALL SEGMENT 6" ------------------------------------------------- ------------------------------------------------w Lu I I � I I 5/6" MOISTURE RESISTANT GYPBD ON INTERIOR I INTERIOR PARTITION - NON BEARING A 5080 pr hinged drs 2X4 WD STUDS 16" OC I bf5 o 0 0 A -001N N SIMPSON STRONG TIE - HDU4 SDS 2.5 Hg HOSE BIB - NON FREEZE TYPE W/SHUT OFF I 2X10 RR'S x6 COLLAR TIES �`i) I I I I 16" OC RIDGE D01 I 1 4' X 11 1.9E LVL privacy latch set SLOPE DN STRAPPING 16" OC I 5:12 I w I TYPICAL I 0 cc I HOLD DNS, TYPICAL I w bf g I 0- X00 I I J o00 I I Cn6 m: I I ----------- --------------------------------------I ROOF PLAN scale 1/4" = 1'-0" NOTE - REMOVABLE HURRICANE PANELS BY BUILDER. 7,,WOOD PANELS FASTENED W/ 2 2" #8 SCREWS @ 12" OC. BUILDER TO SUPPLY ALL MATERIALS, DETAILS & LABOR AS REQ'D TO PROVIDE HURRICANE PANELS IN ACCORDANCE WITH LOCAL BUILDING CODE RIDGE TENSION — STRAPS 1Y2" THICK 20 GAUGE METAL STRAPPING WITH A MIN OF 5 NAILS EACH SIDE OF RIDGE A RIDGE VENT DETAIL scale NTS RIDGE VENT W/ ROOF SHINGLE FINISH ASPHALT ROOFING OVER Yz" TH PLYWOOD ROOF DECKING ROOF RAFTERS AS PER PLANS RIDGE BOARD - AS PER PLANS ASPHALT ROOFING OVER MIN' EXT GRADE PLYWD ROOF SHEATHING 15# ROOFING FELTS LINE OF WALL BELOW LEGEND WINDOW SCHEDULE EXTERIOR PARTITION O Pella Windows - Designer Series 2X6 WD STUDS 16" ON CENTER GC confirm RO's with window manuf. 5/8" EXTERIOR PLYWD SHEATHING Provile screens all operable units 5/6" MOISTURE RESISTANT GYPBD ON INTERIOR KEY MODEL NO INTERIOR PARTITION - NON BEARING A 5080 pr hinged drs 2X4 WD STUDS 16" OC B 2929-3 awning 5/8" MOISTURE RESISTANT GYPBD EACH SIDE HOLD DOWN C 11780 4 panel sliding SIMPSON STRONG TIE - HDU4 SDS 2.5 Hg HOSE BIB - NON FREEZE TYPE W/SHUT OFF Provide hot and cold water each location DOOR SCHEDULE KEY SIZE HARDWARE D01 D01 28x80 HINGED DOOR privacy latch set WINDOW SCHEDULE O Pella Windows - Designer Series GC confirm RO's with window manuf. prior to framing Provile screens all operable units KEY MODEL NO APPROX RO A 5080 pr hinged drs 4'-2%" x 6'-E" B 2929-3 awning 7'-53," x 2'- 53," factory gang C 11780 4 panel sliding 9'-a%" x 6'-8" D 2525 awning 2'-1" x 2'-1" No: Date: Revision: Ann Falutico, AIA ARCHITECTS 1235 84th Street Brooklyn, NY 11228 Phone 718-745-1572 Project: REINERTSEN RESIDENCE 590 Arrowhead Lane Peconic, NY Drawing Title: ACCESSORY STRUCTURE Plans -Elevations -Sections All work as per ZBA Application #6574 - Reinersten Seal &Signature: NYC DOB No: Date: Scale: as notes Drawn By: DRAWING No.: A 001.00 I I I I I I I I I I I I I 'r- I I I I I 'r - I I t I I I I I 1 tt t t Cto I I I I I I I I I I 1 I I I I I I I I I I I I I I I j 1 I I I I I 1 I I I I I I I CROSS BEAMS AND PERLINS AS PER I 1 I I I 1 I I 1 I I I I I I I I I PERGOLA I I I I I I I I I I MANUFACTURER I I I I I I I I I I 1 I 1 I I I I I I CENTER CABANA I I I I I I I I I I I I I I I I I I I i 1 I 1 I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I GIRDERS AS PER I I I I I I I I I I I I I I I I I I I I I I I I I I I PERGOLA MANUFACTURER I I I I I I I I 1 I I 1 I I MANUFACTURER I I I I I r l 1 1 1 1 1 1 14-1 r-1-, _- r r L------J---L--1---1---1--J----L-------------------------------------------------- ------L-------------------------1-----� PERGOLA ROOF LAYOUT scale 1/4" = 1'-0" I LINE OF CABANA ROOF I ------------------------------------------------------------------------------------------------------ ---- STRUCTURE ABOVE I o I Cl) o I I N I --•-•-•-•-•-.-•-•-•-•-•-•. ------------------ •...... - - - - - - - -•-•- 4 ------ .- - - � I I I 1 8'-10y2" a'-101 9'_91 I I CENTER CABANA STARVING POINT OF 1 j COLUMN GRID I SEE PORTICO PLAN a 1 i I 1 I I TYPICAL COLUMN FOOTING I 12"0 PC MIN 36" BELOW � I GRADE REINFORCED W/4 #5 I O O BARS VERTICALLY O O o 1 I I N I ----J NO PLUMBING. BATHROOM NOT TO BE BUILT UNTIL DEPARTMENT OF HEALTH APPROVAL RECEIVED. 45-11 " OVERALL PORTICO LENGTH APPROVED AT ZBA HEARING FOUNDATION PLAN - PERGOLA scale 1/4" = 1'-0" For Cabana Foundation see drawing A-002 Coordinate location of columns/pier footings with Pergola plan by others - --------------------------------- �I � 1 ' I PROPOSED CABANA (Accessory Structure) SEE DRAWING A-001 , i I i I � I I - - - - - - - - - - - - - - -< I I I I � I ` I Q ` I z ` I Q ` I Q � I U LL -------------------------------\ o m r ---------------------------------------------------------—j------------------- 1-2 1-2 ------ ------LINE OF CABANA ROOF i I o STF�UCfil71�,4T3aGE ------- I I I I M I ! M1 ---------------------------------- 17-71_._. _ _._._._._._._._._._._._._._' _._._._._._._._._._._._._._._. _. _.------ ------ _. 2'-0" 9'-92" r fi i 2'-4"J 8'-102" I a'-102" 2'-4" 9'_92'. 2'_0„ i I 17'-i: I CENTER CABANA I I ; zo I � i TYPICAL PERGOLA COLUMN 10" SQ SHAFT COLUMN I W/BASE & CAP PLATE Fiberglass construction I I ------------------------------------------------------------------------------------ ---------------------------------J 45'-11" OVERALL PORTICO LENGTH APPROVED AT ZBA HEARING PERGOLA LAYOUT DIAGRAM scale 1/4" = 1'-0" C7 Z Q OQ UN � Q a 0 �O W W OQ c� Z o� ON 0 Q 0 0- 0 W q0 W OQ PERGOLA SHALL BE PRE -FABRICATED FIBERGLASS CONSTRUCTION WITH TENSION ROD AND MOUNTING PLATE INSTALLED TO MEET MINIMUM 120 MPH WIND SPEED. ALL DETAILS SHALL BE BY PERGOLA MANUFACTURER. No: I Date: I Revision: Ann Falutico, AIA ARCHITECTS 1235 84th Street Brooklyn, NY 11228 P)zone 718-745-1572 Project: REINERTSEN RESIDENCE 590 Arrowhead Lane Peconic, NY Drawing Title: ACCESSORY STRUCTURE Pergola Layout All work as per ZBA Application #6574 - Reinersten Seal & Signature- E�EO Date: C hOID• nn r�r��r�r I •I r-------------------------------------------1 • I I .I. I I UNEXCAVATED is POURED CONCRETE SLAB ABOVE ' I I I 4" TH CONCRETE SLAB REINFORCED WITH 1010 .I• Woven Wire Mesh over 6" crushed stone base & 85% i 1 computed fill I I I' 1 •• Q J I z I I I I I r CO Z U O I I I H I O p L------------------ -------------------- • w z I• LL IL I LINE OF CABANA ROOF I ------------------------------------------------------------------------------------------------------ ---- STRUCTURE ABOVE I o I Cl) o I I N I --•-•-•-•-•-.-•-•-•-•-•-•. ------------------ •...... - - - - - - - -•-•- 4 ------ .- - - � I I I 1 8'-10y2" a'-101 9'_91 I I CENTER CABANA STARVING POINT OF 1 j COLUMN GRID I SEE PORTICO PLAN a 1 i I 1 I I TYPICAL COLUMN FOOTING I 12"0 PC MIN 36" BELOW � I GRADE REINFORCED W/4 #5 I O O BARS VERTICALLY O O o 1 I I N I ----J NO PLUMBING. BATHROOM NOT TO BE BUILT UNTIL DEPARTMENT OF HEALTH APPROVAL RECEIVED. 45-11 " OVERALL PORTICO LENGTH APPROVED AT ZBA HEARING FOUNDATION PLAN - PERGOLA scale 1/4" = 1'-0" For Cabana Foundation see drawing A-002 Coordinate location of columns/pier footings with Pergola plan by others - --------------------------------- �I � 1 ' I PROPOSED CABANA (Accessory Structure) SEE DRAWING A-001 , i I i I � I I - - - - - - - - - - - - - - -< I I I I � I ` I Q ` I z ` I Q ` I Q � I U LL -------------------------------\ o m r ---------------------------------------------------------—j------------------- 1-2 1-2 ------ ------LINE OF CABANA ROOF i I o STF�UCfil71�,4T3aGE ------- I I I I M I ! M1 ---------------------------------- 17-71_._. _ _._._._._._._._._._._._._._' _._._._._._._._._._._._._._._. _. _.------ ------ _. 2'-0" 9'-92" r fi i 2'-4"J 8'-102" I a'-102" 2'-4" 9'_92'. 2'_0„ i I 17'-i: I CENTER CABANA I I ; zo I � i TYPICAL PERGOLA COLUMN 10" SQ SHAFT COLUMN I W/BASE & CAP PLATE Fiberglass construction I I ------------------------------------------------------------------------------------ ---------------------------------J 45'-11" OVERALL PORTICO LENGTH APPROVED AT ZBA HEARING PERGOLA LAYOUT DIAGRAM scale 1/4" = 1'-0" C7 Z Q OQ UN � Q a 0 �O W W OQ c� Z o� ON 0 Q 0 0- 0 W q0 W OQ PERGOLA SHALL BE PRE -FABRICATED FIBERGLASS CONSTRUCTION WITH TENSION ROD AND MOUNTING PLATE INSTALLED TO MEET MINIMUM 120 MPH WIND SPEED. ALL DETAILS SHALL BE BY PERGOLA MANUFACTURER. No: I Date: I Revision: Ann Falutico, AIA ARCHITECTS 1235 84th Street Brooklyn, NY 11228 P)zone 718-745-1572 Project: REINERTSEN RESIDENCE 590 Arrowhead Lane Peconic, NY Drawing Title: ACCESSORY STRUCTURE Pergola Layout All work as per ZBA Application #6574 - Reinersten Seal & Signature- E�EO Date: C hOID• nn r�r��r�r