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Home My WebLink About40966-Z zr ��sUFFO(,fcoG� Town of Southold 8/9/2018 3 P.O.Box 1179 0 c' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39837 Date: 8/9/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 80 South Ln., East Marion SCTM#: 473889 Sec/Block/Lot: 37.-6-3.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/29/2016 pursuant to which Building Permit No. 40966 dated 9/6/2016 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: ONE-FAMILY DWELLING WITH SIDE COVERED STOOP AND UNFINISHED BASEMENT, PER ZBA DECISION#6641,DATED 05-16-2013, AS APPLIED FOR The certificate is issued to Mantikas,Michael&Argy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0052 05-22-2018 ELECTRICAL CERTIFICATE NO. 40966 10-12-2017 PLUMBERS CERTIFICATION DATED 08-02-2017Brad Piecuch lut o ' ed Signature o�g�fFBI,�cO TOWN OF SOUTHOLD BUILDING DEPARTMENT Cn 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#: 40966 Date: 9/6/2016 Permission is hereby granted to: Mantikas, Michael 115 Bayview Blvd Manhasset, NY 11030 To: demolish existing house and construct a new single-family dwelling as applied for per ZBA, Trustees and SCHD. At premises located at: 80 South Ln., East Marion SCTM # 473889 Sec/Block/Lot# 37.-6-3.5 Pursuant to application dated 4/29/2016 and approved by the Building Inspector. To expire on 3/8/2018. Fees: DEMOLITION $512.80 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,332.80 CO -NEW DWELLING $50.00 Total: $1,895.60 i pector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CER'T'IFICATE 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 featur6s. 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 Date. �JI�CJ/92 e 0 c' New Construction: Old orPre-existingBuilding:_� (check one) Location of Property: �J�(>7c� ZA1,1 6 �5 r House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 5? Block CP Lot /.�. Subdivision �L / 7 6vU(,, ,c�i iled Map. 225 Lot: 7 Permit No. l 67q w Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 60 dzeM11_Sa4a-eVL" Applicant Signature pT SO!/r�®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �, ® �� roger.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 c®UNT6,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Michael Mantikas Address: 80 South Lane city.East Marion st: New York zip: 11939 Building Permit#: 40966 Section- 37 Block: 6 Lot: 3.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 63 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 55 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 53 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 2- Exhaust Fans, 1- Range Hood, 2- Combination Smoke/CO Detectors, 1- Whirlpool Bath, 11-ARC Fault Circuit Breakers, 22KW Standby Generator with Notes: 200A Transfer Switch. Inspector Signature: Date: October 12, 2017 J 0-Cert Electrical Compliance Form.xls Town Hall Annex .IL Telephone(G31)-765..1$02 54375 Main Road �` Fax 063!1.761-95112 P.O.Box 1179 Soudiold,New York 1197I-0959 A3 BUIWING 13HPARTMENT TOWN OF SOUMOLD - -CERTIFICATION - G Date: 81211-7 Building Permit No. y0 g(e l'e Owner: (Please print) Plumber_ �racl P;srLcl, _ - (Please print) I certify that the solder used in the water supply system contains less-than 2110 0£Mi lead. - - bens-Siguatore) . •= - - - - " Swom to before me this ( _ CON141E D:BUNC14 day o 20� Notary Public,Uate of Now York' 50 Dualltled in Suffolk County : Commission Expires April 14,2��. ► � Notary Publk��L-P G C4:).ty - o��OF SOUj�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%I/FOUND ATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: Fn�t" dVn oA/ G v ft4w4,-oti✓ _ DATE INSPECTOR raf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [L.,,7NDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTR L (FINAL) CODE VIOLATION CAU ING REMARKS: D"rwlpL� (7= v DATE INSPECTOR SO(/lyo N O cOUM'10c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] JFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: fyft w o I( /✓ DATE —o'-f° INSPECTOR lr N ��OF SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ 170 UGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: m 6ir%x, p K DATE L INSPECTOR OF SOUIyo� OUP(iV, t TOWN OF SOUTHOLD BUILDING DE T. 765.1802 lNSPECTl0N4d-y-"/"" [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Kj,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C e DATE / INSPECTOR 7- f V b b o��OF SOUTyoI ` � o N o o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] JIKOUGH PLEIG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] P6E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (� I- REMARKS: [ ] ELECTRICAL (FINAL) REMARKS: Lgb JC4-W_,1 C VVY- (Ao tb`, �d�✓ lver � e•(ii�'( � - �n�y 1�'or✓ © (� DATE l INSPECTOR q SOl/ryO �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 "S Q � A49m;06 • �� c Yd�S Mk� � r -'� V 4�t a/✓ � -' •tel ' 440 61)01 Rims ✓' efooe kw- 4v S DATE �� INSPECTOR SObly�� 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: DATE �G ( Z ` INSPECTOR ELI construction August 8,2017 17[2 This is to certify that the work performed at 80 south Lane,Eal on -V CD MAN t mari NY has been sprayed with two inches of high density closed cc spray foam insulation with R Value of 14. AUG - 7 2018 BUILDINGDEPT. With Regards; Glendis Amaya. Office manager A f4 AV AD Aft05"', AF EM wo William Floyd Parkway Telephone(631)869-5171 East Yaphank,NY 11967 Email:info@eliconstruction-com www.eliconstruction.1com f T � ' low Joe- AL t10 Mfr 06* PA4'*-rA K �� y Af 3 - rM 32a v-Y _ k , 1� a$r 8o aL4#46 V. A - HAmolv 1 1 • ' • • COMMENTS MINIMUM FOUNDATION(IST) -------------------------------------- MIA spin"07 wil �� %�!�:�►��*J r' 1 • 1 11f% I MINE ROUGH FRAMINGI�1.R,�ll� 1 i PLUMBING 1� INSULATION PER N.Y. STATE ENERGY CODE <�IIM 11 A ADDIkIONAL COMMENTS • g _ � r � i / �y� 1 u.� I� L_, i' Y �, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOU,-f4IWLD, 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 C'O. Application Flood Permit Examined 2( Single& Separate Storm-Water Assessment For, ' Contact: Approved 20_& Mail t • c Disapproved a/c Phone. Expiration '20- Qf I —11 —7 5 E C E « ng I spe for - �� jba_�\ 21 2013 APPLICATION FOR BUILDING PERMIT Date rL eo �A�20= BLDG DEPT INSTRUCTIONS To"NINI 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 wort: authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi-Onl such date if no zoning amendments or other regulations affecting the property have been enacted in the interim, the Buildino, Inspector may aLltIIOriZe, 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) 20 nl (Mailing address of applicant) State whether applicant is owner, lessee, gen , rchitect, engineer, general contractor, electrician,plumber or builder /AGi EIV 7- Name of owner of premises (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 dodSCS nAI,- Co0P, S60T14 LAAJL:---- L1+.5% 1,46121 0 N House Number Street Hamlet County Tax Map No. 1000 Section �� Block ®� Lot Subdivision A rlo I GtID 1nT�: _Sfiled M p oa5 Lot ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Ree 17J E"r b. Intended use and occupancy �� / T 3. Nature of work (cl c which agplicable): New Building Addition Alteration Repair 1/ Demolition Other Work 36� 2 f)UN' q%/0ff aZ/5 i //v L4 13(5;P2iA1 -- WW i i/17/1q4D011-7DSV 3 />(��J (Description) 4. Estimated Cost 1 Z�Ja DDO • Q� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor /ll 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 ZZ, / Rear 26.4 Depth Height• _ /t Number of Stories / Dimensions of same structure with alterations or additions: Front 22, / Rear 2&, 4 Depth Height2� Number of Stories 8. Dimensions of entire new construction: Front r' Rear7—lo .4 Depth` CIS Height —Number of Stories 2 9. Size of lot: Front Rear �54, /Q Depth 5(0 ,9 10. Date of PurchaseName 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 NOg/ 13. Will lot be re-graded? YES NO_/Will excess till be removed from premises? YES NO✓ /l5 45A 1 �� 1}�/l 14. Names of Owner of premises 81614 45 L 1-/414772 l ddress P&ANrJOI/E 1-14 one I�S0. Name of Architect &EF& 017A Address/�D IIA16VA)P-b d286io Nolv�/ Name of AddressNo. "! &'0 2qVJ -0/II f//yF& / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/ * 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 /L� I� 54/1/Z/04 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of Now York /, No.01 SU6185050 (S)He is the Ig61 E'y�' 7- QrgaliFierd in SsMolk Capiniv (Contractor, Agent, Corporate Officer, etc.) Commission &plras April 14,GL(o 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 lam/ day of rC U� 2013 �l I Notary Public Signature of Applicant 01Z^1 M I V!4*W�_,N as"1:�,�T V k r"%M1 T I N_1.-14 Asn MWI, nz :,Y%= vn �,-7 z-,w n q",q 5T.r,w—,nm:-1 9*,Vmw�"�-z M-_,MI! am BOARD OF SOUTHOLD TOWN TRUSTEESrf SOUTHOLD,NEW YORK flog PERMIT NO. 8824' DATE: JUNE 22, 2016 ISSUED TO: MICHAEL & ARGY MANTIKAS M PROPERTY ADDRESS: 80 SOUTH LANE, EAST MARION, - SCTM#.100037-6-3.5 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordafic6`witli theR6so'lutibri:of the 136a4'bfVuste6s adiop'ted'afthe'rueetifig held on'June 22'2016, and in consideration �ti6nl,fee iiiAli6,sum of$15M 'paid'by'Michael-&-Afgy M�antikas-arid subject to the on�of applic Terms and Conditions as stated in ihdlk6stoliiti6n,;the:S6iithold-!TownBoafd of Trustees'authofi�ze§tand permits 131 r1 the following: pp Wetland Permit to demolish the existing dwelling; construct new 56'8?'k!6�5"dwelling Z approximately 16' further landward than existing; abandon existing,sanitary system and install new lan`dWaid 6�fi-"n"e-,v'4w'eili-n' 'g-" n'd foin"'stih-gtttt6rs' ti4le'ader' s;1 to-'Ar ywells�, o with the to contain roof runoff in accordance to Cha'0'-t"e'r' 2.'3"'46' " 'o;f'ti�e Town Cd ' rt condition to establish and perpetually maintain a 101 wide non-turf buffer landward of and as depicted on the,sury nic Sit,veyors,P.C., last dated g the reyainingwa�l; r on June.23,, , ,p ,an , stain da pypyed,on June 28,.2016., pp , � 1j, lr M. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, presents tobe.subscribed by , P and,thesepr ,4�Ra�ori�y,qfthel 'sa�dB d rr a, of this date 4 C-0 IV ............. Ile g TERMS AND CONDI'T'IONS The Permittee Michel&Argy Mantikas,residing at 80 South Lane, East Marion,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Testees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,-request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. " 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass-along the . beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be'required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within,ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President ��0f soyo Town Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® O@ Telephone(631) 765-1892 A.Nicholas Krupski ® Fax(631)765-6641 BOARD OF TOWN TRUSTEES JUN 1 5 2018 TOWN OF SOUTHOLD WELDING DEPT. CERTIFICATE OF COMPLIANCE TOWN OF SOUTBOLD # 1370C Date:July 27,2017 THIS CERTIFIES that the demolition of the existing dwelling; construct new 56'8"x26'5"dwelling approximately 16' further landward than existing; abandon existing sanitary system and install new landward of new dwelling; and to install gutters to leaders to drvwells to contain roof runoff in accordance to Chapter 236 of the Town Code; with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the retaining wall;to install a 20'0"x34'8"bluestone patio set in sand against the seaward side of the dwelling with a 4' wide bluestone walkway set in sand installed along the east side of the dwelling leading to the drivewa ; At 80 South Lane,East Marion Suffolk County Tax Map#1000-37-6-3.5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 20,2016, pursuant to which Trustees Wetland Permit#8824 Dated June 22,2016,was issued and Amended on June 21,2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling; construct new 56'8"x26'5"dwelling approximately 16' further landward than existing; abandon existing sanitary system and install new landward of new dwelling; and to install,gutters to leaders to drvwells to contain roof runoff in accordance to Chapter 236 of the Town Code;with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the retaining wall;to install a 20'0"x34'8"bluestone patio set in sand against the seaward side of the dwelling with a 4' wide bluestone walkway set in sand installed along the east side of the dwelling leading to the driveway. The certificate is issued to MICHAEL&ARGY MANTIKAS owners of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 27, 2013 AMENDED: March 11, 2013 TO: Eileen Santora(Mantikas) 650 Vanston Road Cutchogue, NY 11935 Please take notice that your application dated February 21, 2013 For permit to demolition and reconstruction of an existing single family dwelling at Location of property 80 Oak Court, East Marion, NY County Tax Map No. 1000—Section 37 Block 6 Lot 3_5 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 14,093 square foot parcel in the R-40 District, are not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, a minimum side vard setback of 10 feet and a minimum total side yard setback of 25 feet is required. The proposed construction notes a side yard setback of+/- 5 feet and a total side yard setback of 15.9 feet. !-------------- ---- - ----- - Au ere Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 3/11 Amendment:Amended to correct errors and address scope of work Cc: File, ZBA BOARD MEMBERS n S0 Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y�l 53095 Main Road•P.O. Box'l 179 Eric Dantes Southold,NY 11971-0959 � � Office Location: Gerard P.Goehninger G Q Town Annex/First Floor,Capital One Bank George Horning �� • O 54375 Main Road(at Youngs Avenue) Kenneth Schneider 'CQU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 t_ August 30,2016 .loan Chambers D 52340 Route 25 D Southold,NY 11971 SEP ® 8 2016 RE: Request for De Minimus determination BUILDING DEPT. M4kas 46641, 80 Oak Court, East Marion TOWN OF SOUTHOLD Dear Ms. Chambers; - I have reviewed your letter dated August 30,2016 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision in which you propose to maintain the same side yard setbacks approved by the ZBA while relocating the proposed dwelling 15 feet further away from the bluff,as shown on your site plan/survey last revised August 16, 2016. Based upon the information provided', I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created,and the intent of the original ZBA decision will not be altered. Please contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sincerely, Leslie Kanes Weisman Chairperson CC: Michael Verity, Chief Building Inspector BOARD MEMBERS OF S10 Southold Town Hall Leslie Kanes Weisman,Chairperson y>� �Q 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 0 54375 Main Road(at Youngs Avenue) Ken Schneider ly10ou Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RIC EI ED Tel.(631)765-1809•Fax (631)765-9064 `#- 9 7 MAY 2 9 2013 FINDINGS,DELIBERATIONS AND DETERMINATIO4uat4'h0JgkC1trk MEETING OF MAY 16,2013 ZBA FILE: 6641 NAME OF APPLICANT: Michael Mantikas SCTM#1000-37-6-3.5 PROPERTY LOCATION: 80 Oak Court(aka South Lane)(adj. to Gardiners Bay) East Marion,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 March 19, 2013 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: 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 FACTS/DESCRIPTION: Subject parcel is a non-conforming lot containing 14,093 sq. ft. in the R-40 zone district. It is improved with a one story single family house and accessory shed. It has 17.44 feet of frontage on Oak Court (aka South Lane), 356.01 feet along the eastern property line, 54.77 feet on Gardiners Bay and 368.70 feet along the western property line as shown on the survey dated last revised May 17, 2012 prepared by Howard W. Young,LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's March 11, 20I3 Notice of Disapproval based on an application for building permit to demolish and re- construct an existing single family dwelling, at: 1) less than the code required minimum side yard setback of 10 feet,2) less than the total combined side yards of 25 feet. RELIEF REQUESTED: The applicant requests variances to demolish and rebuild a new single family dwelling with a minimum side yard setback of 5 feet where the code requires 10 feet and a combined side yard of 15.9 feet where the code requires 25 feet. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The agent for the applicant on May 8, 2013 submitted a revised site plan that changed the original building footprint to make it parallel to the side property lines,thereby creating a single side yard setback of 10 feet which is conforming to the code and increasing the proposed combined side yard setback from 15.9 feet, as applied, to of 20.9 feet which is more conforming to the code. Page 2 of 3—May 16,2013 7.BA File#16641—Mantikas SCTM41000-37-6-3 5 ADDITIONAL INFORMATION: A letter was received from an adjacent neighbor with concerns over the close proximity to the property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2, 2013 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 finds the following facts to be true and relevant and makes,the following findings: 1. Town Law X267-b(3)(b)(1). Granting alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Several properties in this neighborhood have reduced side yards due to the narrow width of the lots. The revised site plan submitted as an amended application shows a single side yard setback that is code conforming and the combined side yards are in more conformity with the code and in keeping with the neighborhood. 2. Town Law 267-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 is proposing to demolish the existing dwelling and as such, can adjust the site orientation of the building footprint to allow for greater side yard setbacks. The alternative relief granted herein, eliminated one variance request and greatly reduced the percentage requested for the second variance request. The grant of alternative relief would allow the applicant to access their new dwelling without encroaching on the adjoining properties. 3. Town Law X267-b(3)NQ. The variance for alternative relief for a combined side yard setback granted herein is not mathematically substantial, representing 8 %relief from the code. 4. Town Law 4267-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. At the hearing the immediate adjacent neighbor was concerned with the narrowness of the parcel and how the construction would take place without disturbing their property The grant of alternative relief has addressed the concerns and has eliminated one variance and greatly reduced the second variance request. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-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 new dwelling 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 Schneider, and duly carried,to DENY as applied for,and GRANT ALTERNATIVE RELIEF as follows: The minimum side yard setback shall be conforming along the western property line and a minimum of 10.9 feet along the eastern property line as shown on the site plan dated 5-7-2013 prepared by Eileen Santora, Residential Designer, signed and sealed by Joseph Fischetti, LPE, and the drawings by Eileen Santora labeled 1-5 showing foundation, section,elevations and floor plans. Page 3 of 3—May 16,2013 ZBA File#6641—Mantikas SCTM#1000-37-6-3 5 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 andpublic 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 fnr an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes, Horning. This Resolution was duly adopted(5-0). J � Leslie Kanes Weisman, Chairperson Approved for filing /a 1 /2013 i Scott A. Russell `a SUPERVISOR to l �� J r� IM A\N A\ G) EMIENT SOUTHOLDTOWN HALL-P.O.Box 1179 �0 s Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971j0� CMA,PTER 236 - STORMWA.TER MANAGEMENT FORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -- --- -- - - - - --- - - - - -- -- - -- -- ------ - - - -- - -- - - - - -- - - - - --- ---- - DOES THIS pROJ ECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑❑ A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. E]❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- s ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El❑ E. Site preparation within the one-hundred-year floodplain as depicted - ❑❑ 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. S.C.T.M. #: 1000 Date, APPLICANT: (Property Owner,Design Professional.Agent.Contractor,Other) District NAME J 0/ & ��\tel 1 ��'Y :?7-7 tion Bloc Lot (P-1 �j FOR BlUILDING DEPART lIrl-NT[ SE ONLY Contact Infortrutw1 n: 1C/ (-J` -11, i� Reviewed By: r� j - - — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — SQ ( v-Ri / �- Approved for processing Building Permit- — — — Stormwater Management Control Plan Not Required. (/l/l (Oti V Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP -TOS MAY 2014 dJ APPUCANT• S•C.T,M, #: 1000 CHAPTER 236 (Properry Owner,Design Professional,Agent,Contractor,Other) Som C 37 06 3.57 Stormwater Management Control Plan CHECK LIST NAME• IrDP— rn - f/Vl�}i�� - Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Ykn.Yiiin 0 The applicant must provide a Complete Explanation and/or Reason for not providing 1��401 hhd all Information that has been Required by the following Cliecklisti �ieuai iTchplmne Num4.r. 1 I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES N0 NA If you need additional room for explanations, Please Provide additional Pape a• Location & Description of Property Boundaries b. Total Site Acreage, DRAINAGE c. Existing - Natural & Man Made Features within 500 L.F. ' ARE REQUIRE® of the Site Boundary as required by §236-1702), C-01ng;ineering at 765-1560 before 6dekfilld. Test Hole Data Indicating Soll Characteristles&Depth to Ground Water, ov1 a ngineer's Certific e. Limits of Clearing & Area of Proposed Land Disturbance. l atna� as been installed to f. Existing & Proposed Contours of the Site (Minimum z intervals) I — g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, 1). Spot Grades & Finish Floor Elevations for all existing & ; AUG proposed structures, I. Location of proposed Swimming Pool and discharge ring. I ;► SSW(m oou' j. Location of proposed Soil Stockpile Area(s). :l ° k. Location of proposed Construction Entrance/Staging Area(s). ;[ To WN UF so u'" I. Location of proposed concrete washout area(s). ITi. Location of all proposed erosion&sediment control measures, 2. Stormwater ivlanagement Control Plan must include Calculations showing ! S inC U e ut no a Imt a O: that the Stormwater improvements are sized to capture,store,and Infiltrate I A well maintained Construction Entrance, on-sale the run-off from all impervious surfaces generated by a two(21 inch Wire Backed Silt Fencing,stabilization rainfall/storm event. Seeding of exposed and/or inactive soils. 3. Details 8 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. Leach ing Structures (e. • infiltration basins,swales,etc.) .l I't)li l::l`lCal;�?L:L;It C DE"-1 N1 Ni E -I- USE ONLY Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete, Date: SMCP has been approved by the Engineering Department 1 FORM ' SWC Check List - TOS MAY 2014 �gS�FFOtK�o . Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 C= Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: F-E f.SW A C W Owner: SII CP A E L- k A lel Tl ICAe?- Location of Property: 00 -SoLyT" L_A lAEt E, HA I Q Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) -Signature: Name,(person submitting this form): E/LE -=N s4x//`()I?w Capacity(check,applicableline): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF,CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW, YORKSTATE 2" MIN. REFLECTIVE WHITE 1.o 4 1/2" STROKE - -- --- --------- DESIGNAT1ON'FOR-S7RUCTU-R'AL - - - -- - -- -- ------ COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN CON LIANCE VUITI-I 19 WCRR PART 12654A e : 4 CODES. dDIVISION DC 'LE TRUSS IDENTIFICATION SIGN DAT•E:03I08J2005 NW YORK STATE DEPARTMENT OF STATE DI�JISI-ON OF CODE ENFORCEMENT '-` AND ADMINISTRATION ;DEBAFt{MEHr-P;ATE 17 2016 SURVEY OF PROPERTY AUG A T EAST MARION TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-37-06-3.5 EROSION&SEDIMENT CONTROLS 1'=30' Shall include but not'be limited to: MAY 23, 2013 A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& JUNE 7, 2013 (PROPOSED HOUSE) Seeding of exposed and/or inactive soils. JUNE 14, 2013 (C.E.H.L.) OCT. 17, 2013 (ADDITION) DRAINAGE INSPECTIONS ARE REQUIRED MAY 21, 2014 (REVISIONS) Contact TOS Engineering at 765-1560 before MAY 16, 2016 (REVISIONS) Backfill, OR Provide Engineer's Certification JUNE 23, 2016 (BUFFER) that the drainage has been installed to Coote. AUGUST 16, 2016 (REVISIONS) APPROVAL OF STORMWATER MANAGEMENT CONTR L -T Cod a 236 Date: 3 Approv V: RAIN RUNOFF CALCULATONS PROPOSED HOUSE= 1,406 sq. ft. 1,406 x 1 x 0.17= 239 cu. ft. 239/ 42.2 =, 5.6 VF PROVIDE 1 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. DRIVEWAY = 1488 sq.ft 1488 x 0.8 x 0.17 = 202 cu. ft. 202/ 42.2 = 5 VF PROVIDE 1 DRY WELL 8' DIAMETER x 5' DEEP WITH GRATE +/GRATE + EL.8.9' _ WATER-LINE -TO BE- SLEEVED - - \ (WITHIN 10' OF DRYWELL) , \ PROPOSED SEPTIC (FOUR BEDROOMS MAX.) [1] 1,000 GALLON SEPTIC TANK [2] 6' DEEP x 8' DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS G Rl DRIVEWAY TO BE CUT BACK i , 1 DRAINAGE 1NSPECT'IONS . Contact TOS EngineeringARF REQUIRED , Backfill at 765-1560 , OR Provide Engineer's before that the drainageCertification '•, , has been installed to Co __ _-- s ' EROSION SEDIMENT Shall include but not be�mEd®o A vett maintained Construction Entrance, 1V're 18acked Silt Fencing, Seeg of fe R,stabilization g� sEd andloriraacti., ' soils, ' i APPROVAL OF STORMWATER MANAGEMENT C O NT O P N -Toaen Code Chapter 23b ` Date: 23 1 Appr®tad ' 1 ' TED DRAIN IANDSWE TIE ' ^'GMv •DRIVEWAY"` —.(r_ 12" MI _ - .ls; _ - — _'I:• _ _ il:- — '`,i.�.�i. - = •`�-_ '•�" ^rt^ - ,1' ,_• - - tl,'._! .;�_ i:=1:-_r-'�--.;- _ _ o Z_i.- _-..�t1 r'.r.'r _- 1 3- ABS SCH40 3- CAST IROT OR 3- PVC SCH40 PI :�- - _ - 12' LAYER OR 3/4" TO 2-1/2- ROUND OC __ -;� BETWEEN PIT LINING AND EARTH WAIS • i= Ili ��r -_ i ,i----_ _„• __ __ _.-i,-'i• -_'.. C.., ,._ �,_ L' y.� - TI DRIVEWAY DRYWELL - - DRYWELL DETAIL ---II , MANTIKAS RESIDENCE DRYWELL FOR DRIVEWAY RUN-OFF 1/4" = V-0" 8.17.16 i R t i , i DRAINAGE INSPECTIONS ARE REQUIRED t Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification I that the drainage has been installed to Code. EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, ; X Wire Backed Silt Fencing, stabilization& Seeding of exposed and/ot inactive soils. a , W APPROVAL OF STORMWATER MANAGEMENT CONTROL PLA -Town Cade Chapter 236 I Date• 7,-S ApProv b . { I PIPE JOINT MIN. t 10' ABOVE GRA 10'0' MIN. I �_..: 12 MIN. -- }• _ - -:; _ _ - _ ie. i Vii' _:i -• `wl'B:k• SCH40 3" CAST[IRO - !;! SCH40 PI -•; e0❑ DDDDDODa0D0aD .00000000000000000 N ❑C<12' LAYER OR 3/4" TO 2-1/2' ROUND PIT LINING AND EARTH :� . 000000000000001300 _ 4. ? nnnnnnnnnnnnnnnnn v;"-t _ -,:-- -_ USE DRYWELL - 8'-0" X 6' 0 `i,- _ D00DDODDDDD0D0DD❑ 000000DODDDODDDDD DDO00 0 DDDODOODDDDDDD i* 0000001300000001 0000000000000000111-- 001:3000001:3000000001 - H DDDDODOODDOODDDO❑ ✓.' ;'i'•.: 0 0 D D 0 0 0 0 0 0 0 0 D 0 0 0 0 - -- 1 -_ _=`ii'"-7 - � .-'y�;ly .7 .''.. •.n .L_ ,{- ` DRr. YWELL DETAIL - _ - - = _• __ __ - '�''•t = { MANTIKAS RESIDENCE DRYWELL FOR ROOF RUN-OFF ' 1/4" = V-0" 8.17.16 } MAR 2 201 BUELDING DEPT. WNI OF SOU MOLD 4 �y • • s • c a� �a MAR 2 2 ?017 BUILDING DEPT. TOWN OF SOUTHOLD press S, TAR, T permits I drafting } expediting Mantikas Residence D2 201$ 80 South Lane East Marion SCTM# 1000-37-6-3.5 ��D� QLD Attached please find the revised drawings of the elevations of the Mantikas residence. Some of the windows were revised or relocated since the permit was issued and these drawings reflect the actual conditions at the residence. Thank-you, Joan Chamb2ntractor)l(for Bill Toth Please make checks payable to Press Start Permits and mail them to: Joan Chambers PO Box 49 Southold NY 11971 a ir tp w RECEIVE® MAY b 8 2013 5 cy- BOARD OF APPEALS R D � O � •` 37,9854�F V risKEP1eaH �u�M�aY 17, 20 12 LLI �Yov►JU o e LCUQ rAX f AAP 171 1000 • •� ��\; \ s = 14,093 �Gi p1 �j y�o ,y � � � p>zA �AL+E ��'hfEM GAL(�UtArIOIJh: 11 00M Ir00r- 140&,040 6a FT �`� 1,40C,.00 150 'FT X 0,17= 239,03 60.FT 5rlsrl�iG Houle 239.v3Cv.�T�42.2 =5.(O�VGRTI[/�LFror-S'DIA.LEPc.HIe`lU FL'Y�t_ l�LG?UIR'ED FROVIpE (2) 0-DIa,X41 NEEP STORM CRAII\I POO LL �- q Lor- COVE RAC4 S Fir_-taxers f,IEW H OU5 F___---- CoQ•{ gyp. � \ Hou5E AREA 1140(0 eIF -oe 9,90/c AREA &J$SF OR 0.4 °/o LOT-COVE'1'2.4GE 1494SF OR l0.9 .� s , Bldg Dept copy from ZBA \ Final reviewed documents y ZBA File# /2(0 2/ i MR H104A6L MANrifCAS goVrH LANE ERST IKARION hJY. / SCALE �y APPROVED BY rRAWN BY J ' DATE 5' • 13 EVIGED `gJl3 l/ DRAWING NWOER REScheck Software Version 4.4.4 Compliance Certificate Project Title: Mantikis Energy Code- 2010 New York Energy Conservation Location: Saffolk County,New York Construction Type. Single Family Project Type- New Construction Conditioned Floor Area: 2,198 ft2 Glazing Area Percentage: 20% Heating Degree Days 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent Designer/Contractor: Oak Court Joseph Fischefti East Marion,'NY 1725 Hobart Road Southold,NY 11971 631-765-2964 Compliance, 6.0%Better Than Code Maximum UA- 420 Your UA:395 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross, Glazing• • • • Door LiA i • Ceiling 1:Flat Ceiling or Scissor Truss 910 30.0 00 32 Ceiling 2•Cathedral Ceiling 580 30.0 0.0 20 Wall 1:Wood Frame,16"o.c. 2,586 19.0 0.0 124 Window 1:Vinyl Frame:Double Pane with Low-E 525 0.330 173 SHGC:0.00 Floor 1•All-Wood Joist/Truss.Over Unconditioned Space 1,409 30.0 0.0 46 Compliance Statement. The proposed building design described here is �sistent t, h Ulm specifications,and other calculations submitted with the permit application.The proposed building has been de 'g7� d to eft 0� y0� Energy Conservation Construction Code requirements in REScheck Version 4.4 4 and to co ly month the mandato re is ' d°i k Inspection Checklis 7 M Name-Title F Signa 'r Date ®� �o• Project Title: Mantikis Report 02/14/13 Data filename: C:\Users\Administrator\Documents\REScheck\Mantikis.rck Pagel of 1 G ICAC®E N E GUARDIAN° SERIES _ Residential Standby Generators Air-Cooled Gas Engine INCLUDES: • True PowerTM Electrical Technology Standby Power Rating • Two Line LCD Multilingual Digital Models G007036-0, G007037-0 (Aluminum- Bisque) - 16 kW 60 Hz Evolution TM Controller(English/Spanish/ Model G007035-0.(Aluminum- Bisque) -16 kW 60 Hz French/Portuguese) Models G007039-0, G007038-0 (Aluminum- Bisque) -20 kW 60 Hz • Two Transfer Switch Options Available: Models G007043-1, G007042-1 (Aluminum- Bisque)a 22 kW 60 Hz 100 Amp, 16 Circuit Switch or 200 Amp Service Rated Smart Switch. 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Compatible with lead acid and AGM-style batteries. • Main line circuit breaker Protects generator from overload • Electronic governor Maintains constant 60 Hz frequency Unit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding winds up to 150 mph.Hinged key locking roof panel for security.Lift-out front for easy access to all routine maintenance items.Electrostat- ically applied textured epoxy paint for added durability. • Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. • Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18"away from a building. Installation Systems • 1 ft(305 mm)flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe. • Direct-to-dirt composite mounting pad Complex lattice design prevents settling or sinking of the generator system. 0 Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine,prolonging engine life. GENERAC° 16/20/22 kW specifications Generator Model G007035-0,6007036-0, 0007038-0,(1007039-0 G007042-1,(1007043-1 0007037-0(16 kW) (20 kW) (22 kM __ _.___-,_----_ _------ ------__._-- _-_--__-_--__.-__-__-______._- ____-- -----___ - ;Rated Maximum Continuous Power Capacity(LPj_ 16,000 Watts' 20,000 Watts' 22,000 Rated Maximum Continuous Power Capacity(NG) 16,000 Watts' 18,000 Watts' 19,500 Rated Voltage 240 240 240 ; __.__ _--.-,-.___-_____.-___--____-_-__._-__---- _____ .._________.___ __----- _------.- _--- -- - - - -- Rated Maximum Continuous Load Current-240 Volts(LP/NG) 66 6/66 6 83.3/75 91.6/81.3 r-`--'-'-----_— _-__-------------_-'------_-_____.-___- ---- --------------.___� -..--a--n 5% ---- ,Total Harmonic Distodicn Less than 5% - Less than 5% Less than 5% Main Line Circuit Breaker 70 Amp 100 Amp 100 Amp !Phase Number-of l Rotor P___ole.-_s_ --_-1_.2 -.--.-- ------ __2 12 ______ Rated AC Frequency - 60 Hz 60 Hz u 60Hz � Power Factor 1.0 1.0 1.0 1 Battery Requirement(not included) 12 Volts,Group 26R--54-0-C-CA Minimum or Group 35A�M 650 6C,01nimum _-- UmtWelght(ib/kgj J 406/186 448/203 466/211 - Dimensrons L x W x H)in/mm 48 x 25 x 29/1218 x 638 x 732 Sound output in clB(A)at 23 ft(7 m)with generator operating at normal load'" 66 66 67 Sound output in dB(A)at 23 ft(7 m)with generator in Quiet-Test'"tow-speed e_xxercisem "' odery 58- - _ � w. 58 Exercise duration -- - - - - _ 5 min 5 min 5 min Engine Type of Engine GENERAC G-Force 1000 Series ,NumberafCyhnders 2 ---_----__--. ______-_-__--_ _-_----_ ---_----_--__-____._________._.__.___.__-_-. Displacement 999 cc 999 cc 999 cc _ _._____. _____ ____ _ Cylmder Biock Aluminum w%Cast IronSleeve Valve Arrangement Overhead Valve Overhead Valve Overhead Valve _ -_ ____.__ ._---_ ._____ _ ___.---_._ __ _._ ._ _____. ___ _ _.._______..___ __.______._.__ Iginhori System`_^_- __.._ __ -_. ` -- -_ _ _Solid state w/Magneto Sohd state w%Magneto'- Solid-state w/Magneto -, Governor System Electronic - _Electronic - Electronic -� 'dam_pression Ratio _ 9.51 9 51 9.51 Stader _ 12 Vdc 12 Vdc 12 Vdc Oil Capacity Including Filter f-��} P _a Approx.l.9 qV1 8_L� ,-Approx.l.9 qV1 8 L_-T �Approx 19 q1/1.8 L -J Operating rpm -- 3,600 3,600 3,600 Fuel Consumption I Natural Gas ft3/hr(m3/hr) I 1/2 Load 218(6.17) 204(5.78) 228(6 46) Full Load 309(8.75) 301(8 52) 327(9.26) Liquid Propane ft3/hr(gal/hr)[I/hr] j 1/2 Load 91.6(2 52)[9.53] 86(2.37)[8.99] 92(2.53)]9.57] Full Load _ _ 10_6 8(?94)[11 11] .__ 129.6( 56)[13.48] 142(3 90).[14.77] Note.Fuel pipe must be sized for full load.Required fuel pressure to generator fuel inlet at all load ranges-3,5-7°water column(7-13 mm mercury)for natural gas,10-12"water column(19-22 mm mercury) for LP gas For Btu content,multiply ft3/hr x 2500(LP)or ft%r x 1000(NG) For Megajcule content,multiply m3/hr x 93.15(LP)or m3/hr x 37 26(NG) Controls 2-Line Plain Text Multilingual LCD Display Simple user interface for ease of operation. ,Mode Buttons.Auto _ Automatic Start on Uhbty failure;7 day exerciser. Manual Start with starter control,unit stays on.If_utliity falls,transfer to load takes place. --- Stops unit.Power is removed Control and charger still o ----- ;Off perate Ready to RuNMaintenance Messages Standard Engine Run Hours Indication Standard Programmable start delay between 24500 seconds _ _ Standard(programmable by dealer only) llfdity Voltage LasslRelum io Utility Adjustable (-B-r-ow-no_utSettin_g) Future SeCapable Eerciser/ExerciseSetErrorWarning__ ---_F-r_o-m__..- Sta7-n1dVar/d1 90. 216 V_, 'RN50EventsEachAs ce Engine Start Sequence Cyclic cranking 16 sec on,7 rest(90 sec maximum duration) Starter Lock-outStarter cannot re-engage until 5 sec after engine has stopped. Smad BatteryCharger - Standard [Charger Faull/Missing AC Warning Low Batte-i0atteryProblem Protection and Battery-Condition Indication - Standard __-___.----__-___.-____er __.__-- --_--_-,_---------------- ____ _-_._�._ -S __ I Automatic Voltage Regulation with Over and Under Voltage Protection _ _ _ Standard Under-Frequency/Overload/Stepper Ove_r_current Protection Standard Safety Fused/Fuse Problem Protection ____ __ ___ _____.____ _____ ______ Standard Automatic Law Oii Pressure/Hrgh Oil Temperature Shuidown Standard Lo. vefcfanWOverSP ( Standard eetl @ 72 Hz/rpm Sense Loss Shutdown High Engine Temperature Shutdown _ _ _Standard lInternal Fault/Incorrect Wiring Protection Y _ ~��-_, __.._ ,_^ _-.__,- Y--.� i -_A Standard -__---'� Cemmon External Fault Capability_ - Standard 'Field Upgradable Firmware---- _` _____.= --__ - =_-_.___.�_-'___R__.__._._.___..---__ ..__ Stan_dard__ - -Sound levels are taken from the front of the generator Sound levels taken from other sides of the generator may be higher depending on installation parameters.Ratingdefinitions-Standby Applicable for supplying emergency power for the duration of the utility power outage No overload capability Is available for this rating (All ratings in accordance wth BS5514.IS03046 and DIN6271) 'Maximum kilovolt amps and current are subject to and limited by such factors as fuel Btulmegajoule content,ambierdtemperature,attitude,engine powerand condition,etc.Ma,amum power decreases about 3 5 percentfor each 1,000 feet(304 8 meters)above sea level,and also will decrease about 1 percent for each 6 T If T)above 16 T(60 T) GENERAC' 16/20/22 kW switch options Limited Circuits Switch FeatuFeS Model G007036-0(16kW) • 16 space,24 circuit,breakers not included. �No.of Poles • Electrically operated,mechanically-held contacts for fast,positive Current Rating(Amps) _ 100 (Voltage Rating(VAC) _ 120/240,.10 .�p connections '--`---� _ �.v Utility Voltage Monitor(Fixed)' • Rated for all classes of load,100%equipment rated,both inductive and -pick-up so% resistive. -Dropout _ 65% _ ' r • 2-pole,250 VAC contactors. LReturoto Utility" µ � a�approx l5 sec, _� • 30 millisecond transfer time. Exercises bi-weekly for 5 minutes*t Standard • Dual coil design. uLLrstd: -�17_ Tosiariaara v_ tal Circuds Available �24 • Rated for both copper and aluminum conductors, .—T------�--�—�, -- • Main contacts are silver plated or silver alloy to resist welding and sticking. Tandem Breaker Capabilities �4_ 8tandems," • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor circuit Brreaker Protected Available RMS Symmetrical 10,000 mounting flexibility. Fault current @ 250 Volts • Multi listed for use with 1"standard,tandem,GFCI and AFC(breakers from *Function of Evolution Controller Siemens,Murray,Eaton and Square D for the most flexible and cost effec- Exercise can be set to weekly or monthly tive install Dimensions w' Height Width Hi H2 W1 W2 Depth in 26 75 301 10 5 13.5 6.91 H2 H+ mm 679.4 764.3 266.7 343 0 1754 - Wire Ranges Conductor Lug Neutral Lug Ground Lug DEPTH 1/0-#14 2/0-#14 2/0-#14 Service Rated Smart Switch Features Model 0007037-0(16 kW)/GO07039-0(20 kW)/ • Includes Digital Power Management Technology standard(DPM). _ 6007043-0(22 kW) • No..af Pales �� - µ2��:�_-9 Intelligently manages up to four air conditioner loads with no additional Current � " Current Rating(Amps) 200 hardware. [VoltageRatmgL Aq ''r y 120/240,�iPJ • Up to four more large(240 VAC)loads can be managed when used in Utility Voltage Monitor(Fixed—)* conjunction with Smart Management Modules(SMMs). -Pick-up 80% • Electrically operated,mechanically-held contacts for fast,clean connections. -Dropout 65% D �Retiirn to Utildy.',_ �� _ _��approx 13'sec �� • Rated for all classes of load,100%equipment rated,both inductive and resis- Exercises bi-weekly for 5 minutes' Standard five. ULListed � - �_ - • 2-pole,250 VAC contactors. Enclosure Type' NEMANL 3R • Service equipment rated,dual coil design. --------- — - -F tCircuit Breaker Protected ✓° 22,000 -) • Rated for both aluminum and copper conductors. Lug Range 250 MCM-#6 • Main contacts are silver plated or silver alloy to resist welding and sticking. *Function of Evolution Controller • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount- Exercise can be set to weekly or monthly ing flexibility. Dimensions w' 200 Amps 120/240,1 m Open Transition Service Rated =_ Height Width Depth - H2 H+ H1 H2 W1 W2 - in 2675 301 105 135 6.91 mm 679 4 764.3 266.7 343.0 DEPTH W2 1 GENERAC 16/20/22 kW available accessories Product^ Description The Wi-Fi enabled LP fuel level monitor provides constant monitoring of the connected LP fuel tank.Mon I itoring the LP tanks fuel level is an important step in making sure your generator is ready to run during an #00070050 Wi Fi LP Fuel Level Monitor I unexpected power failure.Status alerts are available through a free application to notify when your LP tank -� [is in need of a refill. Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac-I , G006463A Mobile Link- I cess to an Internet connection from a PC or with any smart device.You will even be notified via e-mail or� text message when a change in the generator's status occurs.Available in the U.S.only. I Every standby generator requires a battery to start the system.Generac offers the recommended 26R wet G005819-0 126R Wet Cell Battery cell battery for use with all air-cooled standby product(excluding PowerPact®). ] I The pad warmer rests under the battery.Recommended for use if the temperature regulariyfalis below 0°F.j G007101-0 Battery Pad Warmer (Not necessary for use with AGM-style batteries). G007102-0 Oil Warmer a OOil warmer slips directly over the oil filter.Recommended for use if the temperature regularly falls below 0005621-0 Auxiliary Transfer Switch i The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load Contact ICt you may not need.Not compatible with 50 amp pre-wired switches. I The fascia base wrap snaps together around the bottom of the new air cooled generators.This offers a G007027-0-Bisque Fascia Base Wrap Kit sleek,contoured appearance as well as offering protection from rodents and insects by covering the lifting i (Standard on 22 kW) holes located in the base. If the generator enclosure is scratched or damaged,it is important to touch-up the paint to protect from 0005703-0-Bisque Paint Kit future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator enclosure. rGOO6485-0ScheduledGenerac's scheduled maintenance kits provide all the hardware necessary to perform complete routine Maintenance Kit maintenance on a General;automatic standby generator. G006873-0 a Smart Management Module Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its 1(50 Amps) power management capabilities.It provides additional power management flexibility notfound in any other! I power management system. dimensions & UPCs Dimensions shown are approximate.Refer to Installation manual for exact dimensions DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. 1,1% Model UPC 837 8 mm [2511.3 [48 0 In] G007035-0 696471070354 G007036-0 696471070361 G007037-0 696471070378 anew G007038-0 696471070385 1 1 1 IIIIlil 171 1 G007039-0 696471070392 X ® oo G007042-0 696471070422 G007043-0 696471070439 (228.6 ln] [4�8 8 M LEFT SIDE VIEW FRONT VIEW GENERAC® General;Power Systems,Inc. • S45 W29290 HWY.59,Waukesha,WI 53189 •generac.com ©2017 Generac Power Systems,Inc All rights reserved All specifications are subject to change without notice PartNo 10000000-194-1`5/3/17 AP ROVED AS NOTED -Do NOT PROCEED 4iT DATE: l .P.# �P ERAf�IING UNT1� UR�T' OCCUPANCY OR OF FOUNDATION WC -ON USE IS UN�AWFUL HA��EN.APP,ROVED. FEE: BY: _. ._ - NOTIFY ,BUILDING DEPARTMENT AT 765-1802 8 A TO 4 P FOR THE- WITHOUT CERTIFICATE ELEcTRfcAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED OF OCCUPANCY FOR POURED CCNCRETE 2. ROUGH_- FRAMING & PLUMBING 3. INSULATIONPLAC�DING REt�U1f�E® 4. FINAL = CONSTRUCTION MUST DRAINAGE INSPECTIONS ARE REQUIRED TRUSS BE COMPLETE FCR C.O. Contact TOS Engineering at 765-1560 before ALL CONSTRUCTION SHALL MEET THE Backfill,OR Provide Engineer's Certification REQUIREMENTS OF THE CODES OF NEIN that the drainage has been installed to Code. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION CSN LEAD CONTENT BEFORE COMPLY WITH ALL CODES OF CERTIFICATE OF OCCUPANCY NEW YORK STATE & TOWN CODES SOLDER USED iN K/A TER AS REQU ED AND CONDITIONS OF SUPPLY SYSTEM CAfvNOT SOUTHOLD TOWN ZBA EXCEED 2/10 OF 1 f LEAD.. SOUTHOLD TOWN TRUSTEES �JIUI� :,f ALS PLUMBING WASTE AWATER LINES NEED jNG BEFORE COVP,ING; ,- (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PUR OSE AND ARE N T TO BE USED 10 ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAN1 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT CONSIDERED TO BE A VALID TRUE COPY. a CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDMG INSTITUTION. RTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM F1ELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 1 1 400 Ostrander Avenue, Riverhead, New York IIg01 N tel. 631.727.2303 fax. 631.727.0144 F admin@youngengineering.com mm rHoNp� rd N. or Thomas G Wolpe t Profe clonal EnginLord eer e` Douglas E. Adams, Professional Engineer Robert G. Tact, Architect �l e A, MON. \ 0ld"IREBAR! p \�•(1'i�-�P1'r O OWN \ GAP i \ i oo0•N -- 5 PARCEL "A" •\. 0105r; 2q.5 I,G \ ` -, 2530 5EE MAP OF PROPERTY SW\\ �6° /rzYED S 51TE DATA ,�O OAY� \N \ FOR EDWARD A.THORP BY\J.H. VO °�� 0, \ \ 6EIDEMAN LAST DATED OGT\22,1944 V \ AND APPROVED BY THE SOUTHOLD NAIL IN S \ TOWN PLANNING BOARD A1.16.7,\1445 AREA = 14,0Gi3 SGL. PT. TRM \ O oar ° S\ �\ \ '� SUBDIVISION - " AP OF SECTION TWO GARDINER'S BAY ESTATES" ` \ A00 \. \ FILED IN THE OFFI�E OF THE CLERK OF SUFFOLK COUNTY ON 5EPT. oj0• /per•\ \ \� j 23, Ig27 AS FILE NO. 275. I \,,30 \ Q ` o '0 \• 9 O'`i ` LOT NUMBERS SHOWN THU5: 9 REFER TO 5UBDIVI510N O d FRAME "MAP OF SECTION TWO SFIEP \ � �� I \ 6ARDINER'S BAY ESTATES" \•\ o� � s � \ 583°11'34°� �'/ o S' 1\ 43 ( \\ \ ;�� 'S '\ E, M Z REBAR at I '\ 0 U 0 nI GAP SET \ 5TAKE. ON LINEAll \ O 's �7 \ A \ y i .sem aoS� 5URYEYOR15 CERTIFICATION Q \ * WE HEREBY CERTIFY TO EDWARD A. THORP VIRGINIA THORP, JOHN S. THORP, CINTH14.'."THORP; ELIZABETH G. TRENCHENY, HER SUCCESSORS ' \ i \ AND/OR ASSt NS & FIRST AMERICAN TITLE.-,. 0 �� p '\I` \. INSURANCE COMPANY OF NEW YORK THAT TH15 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE,�NL "p STATE A550CIATION OF P OFES51ONAL LAND SUR\/ ORS. ) O. / \ , A\ s '6, i I \ O(� `� S� �• �'Y O / MON. '\ J 40 N �` � FS ` Tr. �� I/ N / I `:\ / ��W G.O�•-� �. I j - " � t O \ ) 9r tib �.ti� n•� \ -(,j 11\0' k HOWARD W. YOUNG, N.Y.5. L.5. NO. 458tH 'k I coNc.WALL t 9S 0 ,X ;'.\ 51JRVEY FOR \ is/� \G•F- 'S LINE �y�¢� I ••\ � ,...�' EDAARD A. THORP s I RG 1 N I A THORP at East Marion, Town-lof Southold Su folk County, New York "4� °2�,�� GIRT I I ED SURVEY \ Count Tax Ma District 1000 Section o y p 37 Block 06 Lot 3.3 FIELD 5URVEY COMPLETED MAR. 22, 2011 MAP PREPARED MAR. 24, 2011 Record of Revisions \ Q /L RECORD OF REVISIONS DATE ADDED CERTIFICATIONS DEG. IQ. 2011 CERTIFIED BASED ON FIELD SURVEY \\ CaMPLETED 5EFT h 20n _ MAY 17. 2012 401 = 30 O 15 3060 q0 1 Scale: I" = 30' a JOB NO. 2011-012cl 1 DWG. 2011_003q_cs O = MONUMENT SET ■= MONUMENT FOVND �e STAKE SET e= STAKE FOUND � OF I LOT NUMBERS REFER TO "MAP OF SECTION TWO OF - - --- ---- GARDINER BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON SEPTEMBER 23, 1927 AS MAP NO. 275. I �' JAN 19 2016 ISI N I- m SURVEY OF PROPERTY A T EAST MARION TOWN OF SO UTHOLD SUFFOLK CUNT Y, N. Y. 1000-37'46-3.85 SCALE.• i==20' MAY 23, J2013 JUNE 7, 2013 (PROPOSED HOUSE) Q RAIN RUNOFF CALCULATONS 0-0 PROPOSED HOUSE= 1,406, sq. ft. 0? /' `p g�G �( 1,406 x 1 x 0.17= 239 cu. ft. 239/ 42.2 = 5.6 VF PROVIDE 1 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. PROPOSED SEPTIC �5a5 �ry� 10. PROPOSED �� e� \ (FOUR BEDROOMS MAX.) 0 0. Vol1 �, �� moo \ [1] 1,000 GALLON SEPTIC TANK (� \ � S83"' ,E \ [2] 6 DEEP x 8 DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE REMOVED IN v \ \ ACCORDANCE WITH S.C.D.H.S. STANDARDS 0.3 s S►,ED "OOH° N,5. XyNosc \ LOT COVERAGE \ Z k AnFs n HOUSE=1,406 SQ. FT. 1,Z \ SHED= 68 SQ. FT.a sT � 0 \ goy , ''<^s 'y y \ 1406+68 13930 x 100=11.0% 9: 0 \ 00 ,64 001 31 \ V,0 4,5. ate. o \ 0J°�, \ oL \ NO 01 A. \ ♦ ,! � �� 10, oo� O \ � O \ T3, TEST HOLE DATA BY McDONALD GEOSCIENCE 5/15/13 2 EL 15.0' DARK BROWN LOAM OL BROWN SILTY SAND SM BROWN FlNE TO COARSE SAND SW ��• J PALE BROWN FlNE SAND SP \ ^b EL -0.4' --- 15.4' \ WATER WATER IN PALE BROWN FINE SAND SP 17' AREA=13,930 SO. Fi'. TOM LINE ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL ' S AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES -y and will abide by the conditions set forth therein and on the permit to construct. s' - The location of wells, cesspools & public water shown hereon are ,,.}, from field observations and or from data obtained from others. ANY ALTERAT70N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. N. Y.S. LIC. N0. 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICAT70NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PECONIC 91 RVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. ® =MONUMENT P.O. BOX 909 o =REBAR 1230 TRAVELER STREET SOUTI HOLD, MY 11971 13-174 LOT NUMBERS REFER TO "MAP OF SECTION TWO OF GARDINER BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON SEPTEMBER 23, 1927 AS MAP NO. 275. N SURVEY OF PROPERTY A T EAST MARION TOWN OF o1TOUTHOLD SUFFOLK CC UNT Y, N. Y. 1000-37-06-3.5 SCALE: 1'--30' MAY 23, 2013 JUNE 7, 2613 (PROPOSED HOUSE) JUNE 14, X1013 (C.E.H.L.) OCT. 17, 1013 (ADDITION) Kst\ MAY 21, 2014 (REVISIONS) QJ v � RAIN RUNOFF CALCULATIONS GO \1 � c,�G`�P �l \ PROPOSED„406x 1x 0 17E 239 6u. ft. t Qp► ,/ ' �a �QJg�� X01 239/ 42.2 = 5.6 VF PROVIDE 1 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. s '' PROPOSED SEPTIC (FOUR BEDROOMS MAX.) [1 1,000 GALLON SEPTIC TANK A �0 5 0,P �9A\°��, o \ [2] 6' DEEP x 8' DIAMETER LEACHING POOLS \ J�y�P�` \F, o. S83'115 "E \ EXISTING SEPTIC SYSTEM TO BE REMOVED IN 37.98' \ ACCORDANCE WITH S.C.D.H.S. STANDARDS SHED \ \ Q \\ D.3'S SHED WOOD 1yti \ LOT COVERAGE u+Av°S > HOUSE=1,406 SQ. FT. 011\ nFs n \ SHED= 68 SQ. FT. \ �ZZ p oti�� 'y Z \ 1406+68 13930 x 100=11.0% O \ Fy .�N 10` <Jpp� py '�tllVl� � p14 yZ \ �A �\1 ' stV r. F \ 3 �`69��` / • O ro�J \ ,arm ILr�i \ .�. 4 410 \ Cut,-FOLK COUNTY QEF ,F'Th1ErdT Q�' TRUCT H ,� � P��kJBT Be inspected By The k 7i Pr-.r:t;1iT t�cr �.rV�J��L 0F C°usTrzucT�ord 1=0R A Water Line( ) __— \ �, �, 4 t. C1 FIealti .Sae'rvicCS. , SINGLELY A FLwi:CE Oi��.°i Suffolk COUn y Dep '�, g CL1.18 52-5700, 48 Hours In Advance, `o P � � 5, 5 �a APR 0 To Schedule Inspection(s). 6 l W��E'/�,N� ^'1U5� Je 4 /� I /hcJ/^ (J \ ti� v�1�': 1- or �F p. \ �iF X41 WV�.� _U', S7 �� tr'v�. d/r 1.✓ 1/ d 6-- P�140 AA/ I l \ �� \ rn Y E yi�J l I"OiVE ?.1 4 ®i” A i:�:t{ / r4, Iv ALL DWELLINGS WITHIN 150' UTILIZE PUBLIC WATER TEST HOLE DATA \ �, BY McDONALD GEOSCIENCE 5/15/13 Excavatio, Required \ EL. 15.0' DARK BROWN LOAM OL � ��5�?f'CtiOCI ��'��^ r� BROWN SILTY SAND SM For Sanitary sy�tam � --- 3' By HCa Ith Dep a0,1,nient BROWN FlNE TO COARSE SAND SW 14) PALE BROWN FINE SAND SP EL. -0.4' --- 15.4' \ WATER WATER IN PALE BROWN FINE SAND SP �► `, 17' \ Abandonment of existing sanitary system must be in conformance with department requirement Submit coml-leted form VAN"I4'I-- S6 as proof. AREA=13,930 SO. FT. TO TIE LINE ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC770N OF SUBSURFACE SEWAGE C5 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. , The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. 4 ANY ALTERATTON OR ADDITION TO THIS SURVEY IS A VIOLA77ON 4 r Y.S. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. CONIG--SORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (63�) 765-5 20 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.OJ BOX 909 WHOSE SIGNATURE APPEARS HEREON. COASTAL EROSION HAZARD LINE FROM COASTAL ® =MONUMENT 1230 TRAVELER STREET EROSION HAZARD AREA MAP PHOTO NO. • =REBAR SOUTHOLD, N. Y 11971 13-174 48-636-83 LOT NUMBERS REFER TO "MAP OF SECTION TWO OF GARDINER BAY ESTATES" FILED IN THE SUFFOLK SURVEY OF PROPERTY COUNTY CLERK'S OFFICE ON SEPTEMBER 23, 1927 AS MAP N0. 275. A T EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-37-06-3.5 SCALE: 1A=30` MA Y 23, 2013 YAGGARINO 8-16-2016 JUNE 7, 2013 (PROPOSED HOUSE) JUNE 14, 2013 (C.E.H.L.) OCT. 17, 2013 (ADDITION) MAY 21, 2014 (REVISIONS) MAY 16, 2016 (REVISIONS) JUNE 23, 2016 (BUFFER) AUGUST 16, 2016 (REVISIONS) Q� SEP - 8 2016 BIDING DMT. TOwN OF SOUTgO. l0 JG P 5��Ib.e Z RAIN RUNOFF CALCULAT NS QJ d PROPOSED HOUSE= 1,406 sq. ft. ,c� 1,406 x 1 x 0.17= 239 cu. ft. 239/ 42.2 = 5.6 VF PROVIDE 1 DRY WELLS 8# DIAMETER x 6 DEEP o ' N OR EQUAL. fo Vol � \ DRIVEWAY = 1488 sq.ft \ 1488 x 0.8 x 0.17 = 202 cu. ft.. moo, 202/ 42.2 = 5 VF PROVIDE 1 DRY WELL 8' DIAMETER x 5' DEEP +�/GRATE TTH + EI-8.99 WATER LINE TO BE SLEEVED (WITHIN 10 OF DRYWELL) S8371-s x \ 37.9 8 \ SHED M°0D PROPOSED SEPTIC d ORIVFWAY \ (FOUR BEDROOMS MAX.) [1] 1,000 GALLON SEPTIC TANK yy o [2] 6' DEEP x 8' DIAMETER LEACHING POOLS p \ �?�� 001. EXISTING SEPTIC SYSTEM TO BE REMOVED IN \ aoo �,� ACCORDANCE WITH S.C.D.H.S. STANDARDS �(\ �G 0 DRIVEWAY TO BE CUT BACK o O �` \N¢ G�P TO ACCOMMODATE SEPTIC o << p J \ GNB► � \` ��. ��. EY,�� , �° lQJO \ � ►e T. �� \ LOT COVERAGE HOUSE=1,406 SQ. FT. SHED= 68 SQ. FT. 1406+68 / 13930 x i00=11.0% Ile Q \ 017vop, V cr \ 4 ALL DWELLINGS WITHIN 150' UTILIZE PUBLIC WATER TEST HOLE DATA \ ter'• 3� BY McDONALD GEOSCIENCE 5/15/13 \ •' tic}' EL 15.0 DARK BROWN LOAM OL -- 0.5 BROWN SILTY SAND SM3' r-J13 BROWN FINE TO COARSE SAND SW \ O� -- 9' PALE BROWN FINE SAND SP EL -0.4' -- 15.4' WATER 17' WATER IN PALE BROWN FINE SAND SP AREA=13,930 SO. Ft'. TO 11E LINE ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H � SEPTEMBER 25 2009 ` I am familiar with the STANDARDS FOR APPROVAL c, AND CONSTRUCTION OF SUBSURFACE SEWAGE ,U DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide b the conditions set forth therein and on the �.� y xr permit to construct. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. ANY ALTERA710M OR ADDI77ON TO THIS SURLY IS A VIOLA710N OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. k;_ ` N0. 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER7IFlCA710NS ., HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF VE YORr, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 65-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. COASTAL EROSION HAZARD LINE FROM COASTAL =MONUMENT P.O. BOXI 909 EROSION HAZARD AREA MAP PHOTO NO. =REBAR 1230 TRAVELER STREET 48-636-83 SOUTHOLD, N.Y 11971 13-174 Aj-1 LOT NUMBERS REFER TO "MAP OF SECTION TWO OF GARDINER BAY ESTATES" FILED IN THE SUFFOLK SURVEY OF PROPERTY AS MAP N0. 275. COUNTY CLERK'S OFFICE ON SEPTEMBER 23, 1927 AT EAST MARION TOWN OF SO UTHOLD OLK COUNTY rD �; N. Y.D �� 1000-37-06-3.5 SCALE: 1 =�0 OCT 2 6 271 MAY 23, 2013 Yoccorino JUNE 7, 2013 (PROPOSED HOUSE) 10-13-2016 1f1UMDINGDEPT. JUNE 14, 2013 (C.E.H.L.) TOWN OF SOUMOLD OCT. 17, 2013 (ADDITION) MAY 21, 2014 (REVISIONS) MAY 16, 2016 (REVISIONS) JUNE 23, 2016 (BUFFER) AUGUST 16, 2016, (REVISIONS) SEPT. 23, 2016 (STAKES SET) -�'��P�,�l OCT. 13 , 2016 (FOUNDATION LOCATION) �o J0J O�A Q 0 J 00y y�l $ ` / RAIN RUNOFF CALCUL TONS QJ E- PROPOSED HOUSE= 1, q. P�M01 — 06 s ft. 2 9/ 4212x 05.6 6 VF cu. ft. PROVIDE 1 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. .A Lti CI(.g'L OecT� FrL ``V >p'>+ LQJO��v ' DRIVEWAY = 1488 sq.it 1488 x 0.8 x 0.17 = L02 cu. ft. moo, \ 202/ 42.2 = 5 VF PROVIDE 1 DRY WELL 8' DIAMETER x 5' DEEP WITH GRATE + GRAWATER TL NE TO BE' SL EVED (WITHIN 10' OF DRYWEL) F \ ��G P 1 ��?�1 00• S8371 3z 98' E A QJ \ � R SHED WOOD\ o.ss SHEDFEHce a,gry \ PROPOSED SEPTIC (FOUR BEDROOMS M�X.) 6. [2] o 44NOSC,4 1 ^yo �o [1] 1,000 GALLON SEPTIC TANK 2 0>. nfs a- ��E�� >. \ [2] 6 DEEP x 8 DIAMETER LEACHING POOLS `'>o, �� a? Gll 5 'o' EXISTING SEPTIC SYSTEM TO BE REMOVED IN HI.I.VKUHNI.t WI i l'1 J I HNUHKUJ \ o-� �Pve°� ✓�G 0,- "�/` 5 ��G P�.�1 DRIVEWAY TO BE CUT BACK TO ACCOMMODATE SEPTIC 0 LOT COVERAGE SUpp�T 02 } HOUSE=1,406 SQ. T. O�'� SHED= 68 SQ. FT. 1406+68 / 13930 100=11.0% O \ A s��L Ch. \ OGS` �iVy��OPaE G 52 \ 0 \ ALL DWELLINGS WITHIN 150' UTILIZE PUBLIC WATER TEST HOLE DATA BY McDONALD GEOSCIENCE 5/15/13 EL 15.0' DARK BROWN LOAM OL �� _= 0.51 g, SILTY SAND SM \ / 9 e, BROWN �►� S 1 BROWN FINE TO COARSE SAND SW "-01 9. PALE BROWN FINE SAND SPO40� EL -0.4' WATER 15.4' (!r, WATER IN PALE BROWN FINE SAND SP \ v/ 17' AREA=13,930 SO. FT. TO TIE LINE ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES e., and will abide by the conditions set forth therein and on the permit to construct. \\4 The location of wells, cesspools & public water shown hereon are 1.: from field observations and or from data obtained from others. = ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON �7a V� � OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. N. Y.S. LIC. NO. 49618 C�ti EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ® = REBAR P.ECUNIC VEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARs HEREON. COASTAL EROSION HAZARD LINE FROM COASTAL P.O. BOX 909 EROSION HAZARD AREA MAP PHOTO NO. ® = MONUMENT 1230 ?PAVE"LER STREET 48-636-83 SOUTHOLD, N. Y. 11971 13-174 ot) LOT NUMBERS REFER TO "MAP OF SECTION TWO OF G°, / GAORDITYC LBAY ERK'SSTATES" FILED IN THE OFFICE ON SEPTEMBER SUFFOLK 3,09 27 SURVEY OF PROPERTY FF ,APR ' 2018 S MAP NO. 275. A T EAST M RION TOWN OF SO&THOLD 0-r S l rc ,. f Z �� r:' SUFFOLK COUNTY, N. Y. SCDHS REF# R10-13-0052 1000-37-06-3.5 SCALE- 1' 30' MAY 23, 21613 JUNE 7, 2013 (PROPOSED HOUSE) /f JUNE 14, 2013 C.E.H.L.) YAGGAR INO 09-14-201"7 OCT. 17, 2013 ( DDITION) MAY 21, 2014 ( EVISIONS) MAY 16, 2016 ( EVISIONS) JUNE 23, 2016 (BUFFER) AUGUST 16, 2016 (REVISIONS) SEPT. 23, 2016 (STAKES SET) l OCT. 13 , 2016 (FOUNDATION LOCATION) SEPTEMBER 14, 2017 (FINAL) Q� APRIL 3, 2018 SCDHS COMMENTS) ��, �� r)UFFCL:t r��r4TY DEPARTMFN' OE HEA!TH&cRvl^,.E$ <t'yi'%�CVAL 0;CO'd�Ti2tJ�"TED WORKS FOR �Pa� Gym` �� p �. �rlC:w i AWLY ESIDENCE o ,<•. p \`p�° oo. I✓atc MAY 2 2 2019 . S83-110 37.1 E 7nr SVN*,,.. t ,'= an'. x�^:y a .res a tWs c fin wve been 98 inspe ctfd a;1d'or cer::f0 by t4.%rf za r< qt or ott:'ucnctc3 and fmrd to SHED WOOD beeaU�$ctOry FOR A MAXIMUM E-DP,OOrAs. OHO \� 0.3'S FENCE N1 `� �� \OEVERG ENS Z 9 V�'VAY Craig Knener P.r C;4-.ief � �-o� d �. /- LO 5per. oQ� Office of Wastel,,vater q ZZtn O 0� 2 rp Qp Tt �o ' __ o -� J��Ov Vis`. f�v? /t P \ GAF __ ; 0, �G $�GAF SEPTIC SYTSTEM (FOUR BEDROOMS MAX.) Az E• �.. [1] 1,000 GALLON SEPTIC TANK ,0� 00SP V�W\yl [2] 6' DEEP x 8' DIAMETER LEACHING POOLS oo�o' sT p 9 i i pO�i O .° SEPTIC LOCATIONS So 26 1 TOG A B z e� ST 23' 18 ' .o X92, `° Q P4% o�9 F�jO Pte\ LP1 32 28.7, G`ZF Toy LP 2 15' 24' O 1 \ Q COQ p APS\ 01 . •y. Fob P��Q� ''� �Q. / , N. i Q � TEST HOLE DATA BY McDONALD GEOSCIENCE 5/15/13 EL. 15.0' DARK BROWN LOAM OL OO� 0.5' v0 p1 BROWN SILTY SAND SM / 9Ike �►� _.. ......... 3' A � BROWN FINE TO COARSE SAND SW / `C PALE BROWN FINE SAND SP EL. -0.4' ............. ... 15.4' WATER WATER IN PALE BROWN FINE SAND SP 17' J AREA=13,930 SO. FT. TO TIE LINE ELEVATIONS REFERENCED TO N.A.V.D. FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H SEPTEMBER 25, 2009 D LSI3�L5 S Of hdE Va 11 JUN 1 4 2018 <.P'� AA ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION jk OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. { ;%3.4��1 �� LIC. N0. 49618 EXCEPT AS PER SECT70N 7209—SUBDIVISION 2. ALL CER77FICA7IONS COASTAL EROSION HAZARD LINE FROM COASTAL HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF EROSION HAZARD AREA MAP PHOTO N O. ® = REBAR PEOON%CLSUR I,MORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 48-636-83 (631 '65=:'0~20 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. P.0 OX 909 D = MONUMENT 1230TRAVELER STREET SOUTHOLD, N.Y. 11971 13-174 I z .�. .210 Is p! . `O• `� ted J -.._.. . i ( � ,�I IN I �'® 4Z4 u 54 LU ---...... G wzi.9 2A::E E-LV I 1 ' Li V4 - --- r , m H w eA ,Ar U I - -------------- rrEtrV, ►f. ' " c1 11 GMA1$.I0Q I DQ0 - 3-� /gyp /gyp � SCALE: S�'(J I Ys�l II PROVED BY: DRAWN BY _....._.�.{....._.�� ._. ____ _._.....w `�^•�---.� -....�.-..-.--... - _ 1 DATE: r-i2• �� REVISED -civ titT--�A-n bf (,LA 3P+ -" .. r DRAWINo NUMB Rej . 6 .26 . t8- 4-1 T-4" —3'-9" T-9" 7'-4" TWi2810 2'-10-1/8"x t 1-0-7/8"RO TYP. t OVER TW28410 2'-10-1/8"x V-0-7/8"RO TYP. 11'4" TW2852 CR15 CR15 2"x thb� 2'-10-1/8"x 1'-5-1/2"x 5'-4-7/8"RO TYP. 5'-5-3/8"RO 5'-5-3/8"RO O V-0� �N x O O ivN m Bo �Iv _ r �vq TUB x� N WOD 2ABO BED RM#2 0 36"x 42" SHOWER ALF WALL — MASTER BEDROOM Co �n - a'- N 4 C N O 1 N ifs WIC x 4068 4068 U m LINEN M nth DOWN HN RAI MANTIKAS RESIDENCE D I � I TO CODE D CD80 OAK CRT O r— UN� -ICIJ Jw D EAST MARION N .Y. CLOSET pO ' io 4068 _ 5068 , 51,.. 2 0 GENERAL NOTES a)nxW '�- - 1. All work shall conform to the requirements of the Residental Code of New York No 15'-6" State, County and Town Department Regulations, Utility Company requirements and best trade practises. 12' 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required a permits. O 0 o x0 3. The Contractor shall visit the site and verify all dimensions and the existing DINING AREA - BED RM#3 conditions affecting the work prior to construction. Any discrepancies which would BED RM#4 N� interfere with the satisfactory completetion of the work described herein shall be 00 KITCHEN 00 reported to the architect or property owner. Do not start work until such conditions 00 0o O 0 have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 0 4. All work is to conform to the drawings and specifications of the architect and o x� engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the No job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to HALF WALL work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. bN 10. The Contractor shall provide proper shoring and bracing for all remaining structure tq prior to removal of existing structure. Zo Zo11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to a� provide construction safety means and methods. CONSTRUCTION NOTES N OPEN TO BELOW 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. LIVING ROOM 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 4' 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and C 25 F 080 C25 P 4030 P 6050 P 4030 between the top story and roof space. -- -- -- 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. -- — - ... - -- ---- ---- --- g table. to comply with local geographic 11 All portions of the new structure are designed and climatic criteria as stated in the following- - - — -- --- - - -- 13'-22" 13'-2Z" 26'-5" NOTE: - - - ALL DIMENSIONS TAKEN FROM DWGS BY � 2ND FLOOR PLANS EILEEN SANTORA 9.21 .12 1/4"= 1'-0" REV.6.26.18 NOTE: . - - - -- -- -- ADD NEW PATIO AND WALKWAY FOR STRUCTURAL DETAILS SEE DWGS N ASE PAVERS SET IN SAND BY EILEEN SANTORA 9.21 .12 PLANS SCALE AS NOTED --- — --- - _-._._.. ..- - - -- --- - — -- -- - --i-- -- -------- —-- __. MAY 14, 2017 — JUN 2 9 2018 A 101 1 OF 1 34'-72" 1ST FLOOR PLANS 1/4"= 1'-0" REV.6.26.18 press START PO BOX 49 SOUTHOLD NY 11971 JOAN CHAMBERS 631-294-4241 : r , .I : 1 ._ I , Tl I 110 : i t 42 F' L L1L r, 0 I f I q4 � 1 7 `I - ► i ,. I , Lu .I,f fZl1� I , V a r I _ u 17, �t'QUIt20� r r 1 sr L u Tilllki?7 if - I - Bld e M : Y : W i Pt cop } _ ) F I i , � _ - i Flnal reviewed docu ents I f - 1 04sT' Fo V 110.. . - IbH4 97 IVEIJ, o,t� � HA EL T't r' E, kl I ROVED BY! .�.-. I 1 DRAWN BYk : � "APP R�t?N NY 1000' , 7' � , r r� ¢ .. . r i REVISED ' � i -I l i �r`'•' " ,DATE: r : r r' A ? ' 41J f4 : • DRAWING NUMBER : , f r I , . I ; ' t M J I v I r� I NAILING SCHEDULE PLAN, CONTENTS: -� WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 REI NTiA O GENERAL NOTES ROOF FRAMING: UI ING USE 1).RIDGE-TO-RAFTER ASSEMBLY: I L.LI41 _ JOINT DESCRIPTION � 1-114'x 20 gauge strap shell be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES When a collar be Is used In leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT T t O N CONSTRUCTION NOTES: in each and of the collar to need not exceed the tabulated number of 8d nails in the strap. b RAFTER TO ' 8'WALL:3-8d COMMON EACH TOE-MAIL TOTALS . FT. OF CONSTRUCTION I Q (1) � TOP PLATE to'WALL:4-8d COMMON RAFTERRESCRIPTiVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2 RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA LS. 'Q 1}.The Information within this set of construction documents la related to basic design )• 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL intent and(rami details.The aro Intended as a constructiorh aid,not a substitute Lateral framing and shear wait eonnectlone for rafter,dating or trtuas to top plate stinal be In TOE-NAIL cv c n9 y TO TOP PLATE 10'WALL:4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fait In line with studs below,rafters FRAMING ELEMENTS A PER FLOOR ANS CROSS TiON AND GENERAL NO .- i State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE O L construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 y y.� (� sound and a we coin product. shag be connected with lift�^Bct'ons In accordance with table 3•3c• CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 L weatherproof p,�P� 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 0 i meet3 current federal,state,county and local codes,ordinances and regulations,etc. Wag studs above and studs below a Ifsoor level shall be attached with 401 connections in TO LAR TIE AS PER TABLE 3.4 EACH FACE ATTICS G STORAGE 20 � =O TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS II ROOF GROUND SNOW LOAD 45 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In Pro with studs below,the r LIVE LOADS PSF) ( ) should be adhered to even if In variance with the plan. studs shall be attached to a common member In the ft=assembly with uplift connectors In BLOCKING 8d COMMON EACH TOE ( ROOMS (OTHER THAN SLEEPING) 40 N accordance with table 3.3. TO RAFTER 2' END NAIL ROOMS (SLEEPING) 30 3).Dimensions shag take precedent over scaled drawings. RIM BOARD2-18d COMMON STAIRS 40 EACH END .-. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,all plate,or bottom plate with uplift GAURDRAILS ANY DIRECTION 200 4).The engineer has not been engaged for construction supervision and asmxnes no connectors.Steel straps shell have a minimum embedment of 7 irches In cola WALL FRAMING: EXP SURE CATAGORY _- responsibility for construction coordinating with these pians,nor responsibility for foundation and slab-on-grade,16 Inches in masonry block foundations,or lapped udder construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are tapped under the JOINT DESCRIPTION QTY SPACING NOTES LOAD PATH SEE CONSTRUC 110N AND'iViivD PATH CONNECTION precautions and programs in oonneckm with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the ander bolts.Anchor bolt TOP PLATE TO PER FACE NAIL ROOF - FOUNDATION � TAI PA do G N RA N _ PAGE the specific use expressed or Implied In the use of se plans. spacing Is to be spaced and sized in accordance to table 3.2:* OMMON anchor bolts are to be spaced between 6-12 inches from the end of a sin plate and all TOP PLATE FOOT SEE NOTE:t NAILING H SEE GENERAL NOTE PAGE comers. TOP PLATES AT JOINTS FACE EGRESS FLOOR PIAN N WINDOWSCHEDULEi" 5).Refer to the Window and Door schedule for exterior openings. 4-18d COMMON f INTERSECTIONS EA.SIDE NAIL B).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE FIRE PROTECTION SEE FLOOR PLANS Type I or exceeds manufacture's specifications and applicable codes. exterior shear walls with a minimum of 7M6 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL SMOKE & CO2 DETECTORS attached with lid aornnhon maga at 6'o.c.at the panel edges and 17"o.c.In the field,and HEADER TO 18"O.C. FACE TRUSS D SIGN N/A - STANDARD STICK FRAME CONSTRUCTION .� 7).The General Contractorls to consult with the owner for all bufft-in Items 11'L Inch 9YPs wallboard on the interior attached with 5d ax�ler nails at 7'o.c.at panel HEADER 16d COMMON ALONG EDGES NAIL ENERGY CALCULATIONS RES HECK 3.5 RELEASE 1 (� such as bookcases,shelving,pantry,closets,trims,etc. edges and 1('o.c.In the field shall be in accordance with the length requirements specified in table 3.15s-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 0 z 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 13-16d COMMON ,PER 2x6 STUD NAIL 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shelf meet the requirements of table 3.15a-b tines the appropriate BOTTOM PLATT T0: R FACE FLOOR JOi 7 bANG JOIST, c-16d COMMON FOOT SEE NOTE:1,2 length adjustmentfedora in table 3.16. END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,deta.ls and notes to determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FL O R FRAMING: .}.1 Allowable sldewal lengths provided In table 3.14 shag be pwmt%_ d to be Increased when NAIL NAIL 2).AN footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf interior shearwvalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING E i°HIC DESIGN CRITERIA � 3).Provide 1/7 expansion joint material between concrete slabs and abutting ^n JOIST T0: 4-8d COMMON PER TOE CLIMATIC & G GOG REIT concrete o masonry waft oxuring M exterior or unheated interior areas. 8).CONNECTIONS uAROUf�EXTERIOR WALL OPENINGS: SILL, F'L TE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIEID, FLOOD- .= Header and/or girder connections shall be attached with uplift connections in accordance 5t".14 GING EACH TOE SNOW SPEED DESIGN WEATHF fc"NG LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in ec!andance with table TCi.`_!1ST 2- COMMON END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED V be Installed with#4 re-bar,18'long at 12"o.c..Use approved epoxy for installation. 3.5. " BLOCKING EACH TOE MODERATE SLIGHT TO ^, 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST 2- COMMON END NAIL 45 LBS. 120 B SEVERE 3 FT. 11 Y red on 4 inch thick sand or I fill with 6x6 wire mesh reinforcing.interior slabs TO HEAVY MODERATE +� you grave Where a ridge is b be used ea a structural L>eamm,the rafters sial either be rmohtmed end BLOCKING T0: EACH TOE to beminimum 31/2iridintt►idk. aIL anchored� moria shcalll e aftchied to each r - e SILL R!T PLAik PTE 3-16dCOMMON BLOCK�CH A ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3-16d COMMON t 6).Crawl spaces to be provided with a minimum 18'x24'access opening.Install one attached with the above requirements. TO BEAM JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE v 8x16 cast iron fohndation veM for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O ' 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6.O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 �Vy� N.Y.S.Residential Construction Code.A"If polyethylene film shall be applied over 1).Unless otherwise rated,all framing material to be#1 ACO pressure heated kurnber. BAND JOIST PER ENO 4A the below grade portion of exterior walls prior to bedcfiiIng. 3-18d COMMON INTERIOR ZONE 8d COMMON @ 6-O.C. 8d COMMON C 12"O.C. SEE NOTES:1(BOTH FIELDS) All fasteners,hangers and anchors to be gatvinized or stafMeaa steel. TO JOIST JOIST NAIL ' NOTE:2 FOR PANEL FiELD BAND JOIST TO: PER TOE NAIL 1 8).Drainage as per section R405 of N.Y.S.Residential Construction Cade. 2?•Girders for deck Joists to be boxed m each post with washers and rmrrts. 2-16d COMMON GABLE ENDWALL RAKE AND RAKE TRUSS lid COMMON�4'O.C. lid COMMON�4"O.C. SEE NOTES:1,3 � _1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 NOTES FRAMING NOTES into concrete with a minimum 1/2"da x 7"luring anchor bolt with washers and nuts._ ROOF SH HI 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3) p�supping Oil shall be anchored to a 12'u12"x12'thick concrete tooting. JOINT DESCRIPTION NAIL NOTES NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood FramingConstruction Manual. QTY. SPACING Use a minimum 1l2"die x 7'long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade.Concrete plans to be used with all porches/dedcs with roots or pergules. AS PER TABLE 3.8 1).For roof aheathig within 4 feet of the perimeter edge of the roof,inducting 4 feet on each ride of the roof peak, 2).Unless otherwise noted,all framing and structural wood material to be 02+BTR. STRUCTURAL PANEL Bol WFCM-SBC _ the 4 foot perimeter edge zone attachments rr+quied shall be used. SSSS Douglas Fir. 4).Deck Oft to have blocking at 6'0 o.c.. CEILING SHEATHING: 2).Tabulated 12 inch o.c.nail spacing saw mes sheathing attached to rafter 1 truss framInn members with G>0.49. LU 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 intim flashing shag be Installed between the building and ledger. JONVT DESCRIPTION NAIL NOTES For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. otherwise. Ledger to be fastened to building with 112"dia.bob with washers and nuts ON QTY. SPACING where needed. GYPSUM 7" O.C.EDGE 3).Tabulated 4 Inch o.c.nag spacing assumes sheathing to rafter I truss framing members with G>0.49.For 4).Unless otherwise noted,all bearing well headers to be(2)200#2+BTR.Doug.Fir. 5d COOLERS 10" members with 0.42<G<0.49,the nal spacing shag be reduced to 31r dmes o.c. Bearing wall headers to have(2)jack studs and(2)fug length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD _ 10"D.C.FIELD openings.LVL headers to have(3)jade studs and(2)fug length"a on each aide of WALL SHEATHING: openings.Bearing wag window shit shag also have(2)window dl plates for 2x4 wag 7).AN joists to be supported with hangers and anchors.Each Joist shag also be anchored openings between 4'1 and 6'0 and 2x8 wag openings between 511 and 8'9.Provide fire to girders) "NT DESCRIPTION NAIL SPACING NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL lid COMMON AS PER TABLE 3.9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 5).All lush beams/headers to be installed with heavy duty geivinized hangers and PANELS WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD anchors where applicable to all correcting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE SEE NOTES O.C. Sol COMMON®17 O.C. 1,?r BOTH FIELDS) ' 6).Double up floor joists under wails that run parallel to the floor joist and under bathtubs. 1).An water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMON 6' 4'EDGE ZONE ed COMMON C 6 O.C.FIELD NOTE:2 FOR PANEL FIELD Floors to have ceramic file installed shall be verified for proper load capacity unless rioted Construction rte• GYPSUM 5d COOLERS 1 7" O.C.EDGE INTERIOR ZONE 8d COMMON 0 6'O.C. 8d COMMON C 12"O.C. SEE NOTE:3 on ans. I WALLBOARD 10"O.0.FIELD 2).Verity septic system with the Engineer for Suffolk County Health Department approval. !NOTES ,).Provide bloktcinglbridging In floor joists at F0 o.�..uta said blocking In fioorjo� FLOOR SHEATHING: under all bearing walls. 3).Swell studs,plates or)olsts are cut out during Installation for any plumbing related work, NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING NOTES 8).Provide Insulation baffles at esus vents between refters.Install draft blocking as state cafe and manufachxWs recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 6"O.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 toot edge zone attachment requlraments shag needed. HVAC SYSTEM NOTES r OR LESS 17 O.C.FIELD be used. 9).Unless otherwise noted,all roofs and walls to he"a minimum 1/2'thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).Tabulated 12 inch o.c.nag spacing assumes sheathing attached to stud framing members with CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. requiamenta. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 314"thick T3G PTS Fir or Advantech subfioor MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior el aid Ivfnfzed box nags shall be permitted to be substituted for common nab. adhered with PL400 adhesive and screwed to floor joists.Finished floor be installed 2).HVAC subcontractor fa to fully coordinate all system data and requirements with the pan over subAoor as per manufacture's Instructions. equipment supplier. 1).Nailing requirements are based on wan sheep" )C 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General nailed 6'on-canter at the panel edge.K wan sheathing 11).Ail belxoom walls to he"1/2'thick moisture-resistant**etc&.Garage wens and Contractor and owner for final review and approval. is nailed 3"on-cellar at the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheetrock.AN other parts of building shear capacities,nai';ng requirements far structural to have regular 1/2'aheetrock.All walla to be taped anfinished. ELECTRICAL NOTES: members shag be doubled,or alternate connectors, m such as shear plates,shelf be used to maintain load path. 12).AN roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1).AN electrical to be installed as per N.Y.S.Residential Construction Cate. ��Q 05254tlo over connected torchapproved �n type material over.equal.Flat roofs g be applied with a Flberglaa base sheet with an EPDM 2).AN electrical work shall be approved by a qualified Underwriter. 2members,the ta.When wall bulated Is shag be permitted A� ESSInNP�� to be reduced tot-t6d nag per foot. 13).AN sl l plates and wood In contact with concrete to be pressure treated.Sill plates to 3),Install Smoke detectors and Carbon Monoxide detectors throughout ns per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. y i 1 . I CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISI_.aNT CONSTRUCTION CONNECTORS CONNECTION LOCAlON: PART NUMBER: NOTES: > w z RIDGE—TO—RAF-Tlt---RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER x APPLY TO EACH RAFTER RAFTER—TO—PLATE RT1 5 0 c\j NOTCHED RAFTER (USE WITH SPTH4 CONNECTOR) In 6 RAFTER M - 0 RIDGE PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD u_ "Z RIDGE 2ND. . rLOOR WALL—TO-1S?. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOM, ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR—U NDER—S,l LL PLATE I MSTA36 OR RS16—R USE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE THE FOLLOWING OR APPROVED USP METAL'CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. S. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION 4) z AND THE 2 OTHER STUDS FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5/e"DIA.ANCHOR BOLT RAFTER CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION I STORY 72"OC •m (CRAWL SPACE OR FOOUNDATION) TOP PLATE —FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 38"OC 4.1 TOP PLATE COMMON NAILS @ 6'O.C. (CRAWL SPACIF OR FOUNDATION) X > WALL STUD WALL BOTTOM PLATELAB-ON-GRADETO FOUNDATION 1-2 STORIES 57"OC (S ) 4 SIDEWALL, USE WITH 30 SQUARE WASHERS WALL STUD —ENDWALL (USP LBPS58 OR BPW3) TYPICAL RAFTER TO WALL STUD CONNECTION— ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNEQTIQN-- cq 2ND. FLOOR WALL STUD KING STUDS y) 2ND. FLOOR PLATE CRIPPLE STUD E) SUBFLOOR WOOD JOIST RIM BOARD HEADER E) BLOCKING WOOD JOIST GIRDER/HEADER 1ST. FLOOR TOP PLATES memo JACK STUDS Lu E) WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD E) TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERIHEADER TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD E) 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET & WALL STUD WALL STUD E) RIM BOARD TERMITE SHIELD TERMITE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES BOTTOM PLATE BOTTOM PLATE R ) DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL FOUNDATION 1014 WALL cj 1> cr 4A 'n, Ir SILL PLATES TO FOUNDATION ANC DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR-TO-FOUNDATION CONNECTIONS HQRING Wl "C RESISTANT CONSTRUCTION , CONNECTORS PATH CONNECTION DETAILS CONNECT10N OCATION PART N MBER OTE.5 DECK PORCH CONSTRUCTION DETAILS WIND LOAD Ul z 4x4 POST T FOOTING AN PAU40R WE44 AU44: USE wZ MIN, 1/2" DIA. x 7" ANCHOR B LT H R 6x6 POST T FOOTING ANCHOR PAU66� 01R WE66 AU66: USE w/ MIN. 1/2" DIA. x 7" ANCHOR B LT x4 POST TC GIRDER/H ADER OBSE44 Z KC4 JSE ONE TYPE FOR EACH POST 41 x6 POST TC GIRDER/HEAODERBS66 OBSE66 / KC66 JSE ONE TYPE FOR EACH POST OST/COLUM TO GIRDER HEADER LSTA1 2 �OR LSTA24 JSE (2) FOR EACH POST COLUMN RAFTER -0 TAIR STRIN�- OR CONNECTION TM U26 65 MPA1 JSE ON E CH STRINGER LL -113 RAFTER/JOIS* TO HEADER TYDOWN 13115 USE FOR EACH RAFTER X U tQ RAFTER TO Lt DGER BOARD TMU26� OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY 1WHERE TMU26 CAN NOT BE USE RAFTE LEDGER- ---e U, = THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. Q In F( .LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE NAILING SCHEDULE HEADER ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL RAFTER CIT E) Y. SPS PACING NOTES RAFTER TO 6 WALL-3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST IT WALL: COMMON EACH TO TOP PLATE VY WALL:4-8d COMMON JOIST TOE NAIL CEILING JOI,13 T TO AS PER TABLE 3 7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-S13C LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE S. OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC ENO NAIL BLOCKING EACH rOE STAIR TREA TO RAFTER 2-8d COMMON END NAIL GIRDER/HEADEER RIM BOARD 2-16d COMMON EACH END RIM- BOAR TO RAFTER END NAIL q) z POST— WALL FRAMING: 0 JOINT DESr.RIPTI,'.)N NAIL NAII 2`.IWFS R POST/COLUMN 0 STRINGE 49;> QTY. SPAC M. 0 TOP PLATE TO PER 2-16d COMMON FACE NAIL 0 RIM/DECK JOIS-T---e 0 TOP PLATE FOOT 4A 0 TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL STRINGER TO DECK/PORCH CONNECTION STUD TO 24- FACE GIRDER/HEADER TO POST/COLUMN CONN CTION STUD 2-16d COMMON D.C. NAIL HEADER TO 16*O.C. FACE :3 HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PFR IX4 STUD END POST TO DECK/PORCH CONNECTION PLATE TO STUD 3-18d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: R FLOOR JOIST,BAND JOIST, 2-18d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK JOIST FRAMING: - N JOINT DESCRIPTION NAIL NAIL NOTES CITY. ISPACING GIRDER/HEADE-P JOIST TO: 4-8d COMMON PER TOE A SILL,TOP PLATE OR GIRDER JOIST NAIL 4 BRIDGING 2-8d COMMON EACH TOE GIRDER/HEADE-R TOjoisr END NAIL fR BLOCKING EACH TOE POST/COLUMN iol S 2-ed COMMON TO JOIST END NAIL BLOCKING TO: 3-16d EACH TOE SILL OR TOP PLATE COMMON BLOCK NAIL POST/COLUMN 0 1 el — LEDGER STRIP EACH FACE TO BEAM 3-16d COMMON JOIST NAIL GIRDER/HEADER JOIST ON LEDGER 3-8d COMMON PER TOE TO BEAM JOIST NAIL ul BAND JOIST 3-16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: PER 2-16d COMMON TOE NAIL SILL OR TOP PLATE FOOT OOFSH HI GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING AS STRUCTURAL PANEL PER TABLE 3.8 8d WFCM-SBC DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,herpes and anchors to be galvinized or stainless steel. 2).Girders for dock Oft to be bolted or anchored to each post or pier with washers and nLft. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a ff**mm irr die x r kxV anchor bolt with washers and nuts. GIRDER3).Posts supporting girders OW to anchored to a lnlnl7thid to fooft. • Use a minimum 10 die x r IorV anchor bolt with washers and nuts.Footings Shag die.concrete piers 3'below grade. POST be 3 ft:below Waft.Girders with roofs"have 12 WOOD J O I 4).Dock joists to have bbddng at 8%)o.r-. v 5).A minimum of 10 inch fashing shag be Installed between the bvlk*V and ledger. — GIRDER/HEAD Ledger to be fastened to building with VT ft.bob with washers and nuts at 16,o.c. CONCRETE PIE I\ 12 x12 x12" CONCRETE FOOT4r>, or. I A T 6).Concrete piers shell be a mftmm 81 dxwe Fads. A A WOOD JOIS A 7).AN joists to be supported wfth hangers mid anchors.Each Joist shag also bee 4 x %A to~4 ",> 1POST TO FOOTING SONNECTION 8).Covered Rooth shag be assernbled and anchored the same manner as a typical ng kA pical ing. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0 JOIST FRAMING FLUSH WITH GIRDER ADER GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITEDECAY DESIGN UNDERLAYMENT F L er GIRDER TO CONCRETE PIER CONNE TIONHAZAR LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 Fr. TO HEAVY MODERATE 11 NONE FRZ–F:A 'FA44 t I .. 1- ...... ._._. . .. -- -------- WIND-BORNE DEBRIS PROTECTION FOR OPENINGS ION OF 120 MPH 3-SECOND WIND GUSTS °� o 1=0R WALL OPEN I NG PROTECTION C MAXI MUM MEAN ROOF HEIGHT: 35') � s o c�<a ItIz . s c SCC♦WAIM 5HIMD tC ek OC r \ 24-"CW EXZ of 140r-)- mu osmu DRIP 2" TOP LAP O ca SHUTTER ASSEMBLY I , \ \ \ - �� .- TOP A OOD FOR PANEL SPANS: O < 4'0 WIDE SPAN I \ \ DCF' 25/32" (5/4") APA SPAN-RATED 48/24 SHEATHIN6 &RADE PLYWOOD (VARIES I l � (OVERLAP AROUND OPENINGS 4 ) ' -- I NAIL- DR:P -I L A55EMBLY: ATTACHING STRUCTURAL _PANEL: FASTEN TO BUILDING w/ ' I I *10x5" w/ WA5HER5) &ALVINIZED OR STAINLESS 5TEEL I I ORCCUR5E OF WOOD SCREW • 161, SHINGLES INVERI> C O.G. I I • ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN&- I i 5 �ULL P Rye Z * TS 10 TEE NUATTACHED TO BLD6. w/ *IOXI-1/2 ( W/ KASHERS) MACHINE BOLT • 12" O.G. �' I (5TART THIRD COUR5>< 5TARl' 5ECONG \ \ ( MINU5 Y TLLMTtl FULL1 PiAB 5TTRIP kANU5 1Vmm2 TAS � i� ( • - II -Pei \ ( mor SR81'GLI S 98ALL RAN A MUMM of SD( FA8!lNW P9R sMWAS. Q� +� \ FA4TIRMM !IMU BE KX t2 CHUGS 3RANK GALVANIM NAILS V/ KIN. B/a- DIA. BUD \ \ I TYPICAL ASPHALT ROOF SHINGLE DETAIL �• II N II bd) LTIPIE SECTION A55EMBLY: ,2 I I 1/4" THICK BOLTS ® 2' OG I I J Lt - t LLJ I I I it II I i II I I p0USLE ROOP 6HreATHI140 �, GOM�IDu TOP PLATE 14AlLH7 PCIt CODE-TO I I I I I I I I I?AFTC12 DOME TOP PLATE I SHUTTER ASSEMBLY I I ROOFIaa� DARBt KAPTEIK FOR PANEL SPANS:4' OR WIDER SPAN 25/52" APA SPAN-RATED 45/24 5HEATHIN& &RADE PLYWOOD i ( I I FRAMING a fit (OVERLAP AROUND OPENIN65 4") I i AUCHOR I MAX. 2x4 STRON(5-BACKS • 24" OG 1 �' 6NeAK WAu, 2,c15tOCKlbl6 024p1 OG. II II . ASSEMBLY SAKE r-TM I STUDS COKTINUOUS 1). PREASSEMBLE PLYWOOD TO 2x415= 0 10x3" (w/ WASHERS) &AL.VINIZED OR I To cote rtATE 5TAINLE55 STEEL WOOD 5CREW • 12" O.G. Lt T t_"ML6 I'°°� CEILIWS i 15LOCKIN6 8 rAHM 2). ATTAGHIN& STRUCTURAL PANEL: FASTEN TO 5UILDIN6 w/ nae cA►AraiIMaLuelou�c DIAPNRABN tDeES 1?AFTL4K 4 7 {G IU.012 *10x3" (w/ WASHERS) 6ALVANIZED OR 5TAINLE-55 STEEL 24 W-0.6. PWIDK IP RtOUIRED WOOD SCREW • 160 O.G. BT1 NGTW AUD WAILIU6 WALL SN�ATHIN9 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN61 FvV WXeD-IN PAVE- NAILIED Ptk COD!' 610 TEE NUT's' ATTACHED TO 131-126. w/ *IOxi-1/2 ( H/ WASHERS) MACHINE BOLT ® 12" O.G. ;r�81DIN4 OYER44141IJa RAKE NIGH WIND RAKE N DOIAIS - GLASED OPENING A 2 >=D bY tWKoUTa A BALLOON FRANC PROTECTION 15 REQUIRED FOR ALL &LAZED AREAS. IN ACCORDANCE WITH LARGE MI551LE TEST OF <�OF NEI, ASTM E 1986 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD 5TRUGTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT OVER WINDOW5 WITH v, HARDWARE PROVIDED. FA5TENERS TO BE DE516NED TO ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. f`;. i PANELS TO BE MAINTAINED ON 51-tE. LABEL LOCATIONS ON EACH PANEL. �� 052" . ,lo FLOOD ZONE CONSTRUCTION AS PER N . Y. S . RES . CODE R327 1.1 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: FLOOD VENT BLOCK OR POURED 1". Flood vents INSTALLATION I " 1.2 QUALITY ASSURANCE 16-1/4" ROUGH OPENING A. Conforms to applicable BOCA, SBCCI, ICBO, and ICC code for automatic flood venting requirements. RN'S EXTERIOR INTERIOR L&ANI S ° REMOVED p' � P' UPPER STRAPS BEHIND WALL' PART 2 - PRODUCTS ALTERNATrN 15-1/4" CCEN • ► SIDE STRAPS 2.1 FLOOD VENTS ° ° o v BEHIND WALL A. General: Provide automatic opening two-way single height and double height vent activated by flood 4=4,PE OP�'N ° ° 2"x 15-1/4" OPEN waters to relieve unbalanced lateral forces on foundation walls. 8-1/4" RJUGHF 8-1�4 "H GH X B. Minimum Opening: Ability to pass objects up to 3 inches (75 mm) in diameter. OPENING 16- 14 VIDE pj ROUGH OPtNIN C. Size: Designed to fit openings in modular masonry construction. N OPEN �pE - lotx 15-1/4" OPEN FRAME D00 1. Single Height: 16 x 8 inches (400 x 200 mm). LU Z OPEN 2. Double Height: 16 x 16 inches (400 x 400 mm). L ;F;F . 1. � ° FRAM OOR SHOWN OPEN v BOTTOM STRAPS D. Frame, Vent, and Louver Material: Stainless steel, Type 316, formed and welded construction. o N IN FRAME 9 BEHIND WALL u cA STRAPS GO BEHIND WALL 12" . . E.•Vent: Pivoting, solid insulated face, perforated face for ventilation, removable. 2 AND CAN BE BROKEN OFF MAX v LL nt ° ° AT SLOTS TO AVOID u as V- ° OBSTRUCTIONS 1. Free Area (Ventilation): 1/4 inch (6 mm) square perforations; single: 50 sq. in. (0.032 sq. m.), double: 100 sq. in. (0.064 sq. m.). 2. Free Area Flood Relief single 200 s in. 0.129 s m. double: 400 s in. 0.258 s m. FINAL GRADE ' ► ( )� g q' ( �• ), q' ( q' )� X EXTERIOR VIEW 3. Louvers: 'Automatic ventilation louvers with bimetal operator. SIDE SECTION VIEW 4. Vent Operation: Sealed float releases vent on rising and falling water. F. Installation Anchors: Stainless steel straps, four for each vent. No installation tools required. 1. Prepare a CLEAN 16-1/4" wide by 93 1/4""hi h (rough opening for each vent (1 block wide x 1 block high) G. Maintenance Tools: Requires thin blade to release float ins. with the bottom of the hole no more then 12 above finished grade. q P S. 2. Measure wall thickness and bend (more than 90-) 4 strapps at nearest slot to the measurement from pointed end. 3. Remove door from frame. (turn upside down, rotate botfom of door outward and slide out of slots) H. Products: Subject to cqmpliance with requirements, provide one of the following: S 4. Insert two straps into two top sets of slots in frame from rear. After pushing teeth through rear set slots,. ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS' Straps should have bent legs pointing up; .T 5. Caulk may be applied behind front frame Pian e1,, Tilt frame so top goes,into wall opening first with strap legs 1. Smart VENT manufactured by Smart VENT, Inc. q) >_ going behind wall above opening. Push frame into opening so front flange �s tight to face of wall. 43 Z . Reach through frame opening and install two bent straps through two bottom sets of slots in frame, trapping wall PART 3 - EXECUTION between front flange and bent strap. Squeeze all straps tight. Frame should be flush to wall face and secure. aj 7. Check that frame is square and slots are clear of d-bris, mortar an caulk. 8. Install door into frame by grasping bottom of door with plastic pins and front (with smaller squares) facing up. 3.1 FLOOD VENT .� Slide door into frame such that metal pins on each si�e slide into slots on sides of frame. Let the door slide down following the path of the slots, until they are at the bottom of the slots in the dimples. 9. Let the bottom of the door go so that the dDor rotates down into the frame. Check that door is latched on both sides. . A. General: Install flood vents in accordance with manufacturer's instructions, spaced evenly around foundation U perimeter, maximum 12 inches above grade to bottom of vent. -� 1 B. Install one single height flood vent for every 200 sq. ft. of enclosed space below flood plain. •� V C. Install one double height flood vent for every 400 sq. ft. of enclosed space below flood plain. D. Adjust flood vents for proper operation. �r+asc �yp,�a` 0 Lr UJ • 1 s {yr-,. ;j�.a :�'' [{ � !� ®, QF S1O��P� \V W ~ �� LU z� s tt' x.1.51 I : _ v _ r _ i o � 3 w.. r ' - I op-, 2Xio , 42 : 41 , i rn 04It ac,, V1� 1 oa .,N UTI LI7*� 1. i •k , ( ' 1 J?: _-, v i i '04. z { i L r m7 rc�? uv grii _.9 , a 1 't } , ' , 4 , I I : X r+ i+ i t r U U C?/�►i 1 V 11:0UT n lw r � � ' ; HR , I~r R5r-r 1 c HAEL M,6,N r1 _ -= � - - I .. --- ' r ' CST � �D� Q� 3-3 I s- - N ---- CJfS1G �� + �1 7 VE BY. 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