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Home My WebLink About42746-Z jr4e Town of Southold 2/22/2019 P.O.Box 1179 53095 Main Rd # Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 40222 Date: 2/22/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 373 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-12-6.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/22/2018 pursuant to which Building Permit No. 42746 dated 6/1/2018 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: alterations and additions, including deck, for conversion of existing cottage to o sin leg family dwelling as applied for per ZBA#6844, dated 4/2/2015. The certificate is issued to Martz Jr, Theodore of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-18-0045 5/18/2018 ELECTRICAL CERTIFICATE NO. 42746 2/7/2019 PLUMBERS CERTIFICATION DATED 2/14/2019 T dore Ma Jr. Au Triz d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT r 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#: 42746 Date: 6/1/2018 Permission is hereby granted to: Martz Jr, Theodore 145 Reyerson Ave Manorville, NY 11949 To: construct additions and alterations to existing cottage to be altered into a single-family dwelling as applied for per ZBA, SCHD & Planning approvals. At premises located at: 373 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-12-6.3 Pursuant to application dated 5/22/2018 and approved by the Building Inspector. To expire on 12/1/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $432.80 CO -ADDITION TO DWELLING $50.00 Total: $482.80 Bu ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-e ' ting Building: _7L_ (check one Location of Property: arj —Rf►ti S LL . House No Sr4��4. ' Hamlet rtY�POwner or Owners of Pro e ( A9P_t Suffolk County T x Map 1000, Section 104— Block Lot ' Subdivision "� ' —� Filed Map. ail Lot: Permit No. —Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (ch e one) Fee Submitted: $ /Applicant Signature pF SO!/jyolo Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �� • �o roger.riche rt(-)town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Theodore Martz Jr Address. 373 Broadwaters Rd City Cutchogue St: New York Zip 11935 Building Permit#• 42746 Section. 104 Block: 12 Lot: 6.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- HOME OWNER DBA. License No SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 3 Smoke Detectors 5 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 42 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances �4]5 Dryer Recpt 20a Emergency Fixture Time Clocks Disconnect 200, Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-combination smoke / co detectors, 1-electric wall heater, 5-bath fans, 5-ARC fault circuit breakers,5-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: February 7 2019 81-Cert Electrical Compliance Form.xis s�OF Sol/ Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 OO • 6 Southold,NY 11971-0959 Q y va BUILDING DEPARTMENT TOWN OF SOUTHOLD ID 731 D F�B 1 4 2�i9 ,t CERTIFICATION TOS SOF SO�� ►� ��Date: Building Permit No. A'�-1-410 Owner: ^ (Please print) ODU l\)* (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /I Viers Signature Sworn to before me this day of F-cts U , 20� a,ONNIE D. BUNCH I Ota s;Puh€ie,State of Now York Nota Public County _, No. 01 BU6155050 Notary --m — – w:ti ii=ied in Suffolk County II-vires April 14,2 Qc�U SOUTya * TOWN OF SOUTHOLD BUILDING DEPT. uxrr,` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Y INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. Z %n 765-1802 C #66 INSPECTION L74(, [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: K DATE I N S P E C T 0 �oF so o� # } TOWN OF SOUTHOLD BUILDING DEPT. ` IOU Nr+ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. V UNDATION 2ND [ ] INSULATION AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: % z Iv %of DATE INSPECTOR ho�yOF SO//Tyo� f TOWN OF SOUTHOLD BUILDING DEPT. e °��conma� 765-1802 INSPEC ION [ 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��u� ►aol W VA14- bow DATE ?✓' INSPECTOR sof sour # TOWN OF SOUTHOLD BUILDING DEPT. r"courm` 765-1802 INSPECTION [ 6 UNDATION 1ST [ ] ROUGH PLBG. [V FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0�1< DATE T INSPECTORY , OF SOUTyo #G # TOWN OF SOUTHOLD BUILDING DEPT. °`"rourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ R UGH PLBG. [ ] FOUNDATION 2ND [%;/INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: C w s �- �r � DATE INSPECTOR OF SOUIyo 6 # # TOWN OF SOUTHOLD BUILDING DEPT. ��rournr 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �7 FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO L i of soul 4%, yO<o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. rt�PR UNDATION 2ND [ ] INSULATION[ AUW / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fti, ke- DATE INSPECTOR �pF SOUTy # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING EMARKS: ("6n t [Vmb s wv �eAl&q OK V/ DATE INSPECTOR qqp� SOUjy hod o� * * TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING jvje`FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK NG REMARKS: j , —" � 664"1- Lac- 4k A16 itvwt6v-�o �� Sd -vat ' E w DATE 'Y9'I INSPECTOR oF souTyO� f * 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) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR • f r FEB 1 4 r(Tj T`sJAL is 111t�f.1� LSOV�l�`�r1Lv'� February 14, 2019 TOWN��OF Town of Southold Building Department PO Box 1179 Southold, New York 11971 RE: BP#42746 373 Broadwaters Road, Cutchogue, NY Areas surrounding this dwelling intended to be lawn were hydro seeded in late October and did not germinate. After April 1St those areas remaining bare will be hydro seeded once again or new seed will be planted. Sincerely, Theodore C. Martz Jr. 145 Ryerson Avenue Manorville, New York 11949 (516)-343-7143 CC NNIE D. BUNCH Notari Public, State of New York No. 01 BIJ6185050 C,uedified in Suffolk County. 'i.orCS,`m.,4ior° iixpires Aprii 14,2 dd-0 �&'Ok -► Y -M Bunch, Connie From: Richter, Jamie Sent: Monday, February 25, 2019 8.29 AM To: Bunch, Connie Cc: Collins, Michael Subject: RE: Ted Martz Connie That review was done through the Planning Process. As such I do not have individual stormwater files. All of the drainage has been installed in a satisfactory manner. If there are any bare spots in the lawn areas he would need to correct them before final approval. Once all vegetation is established I could sign off on it. If the Building Department wants to accept a guarantee from Mr. Marts that this will be done I have no problem with it. Jamie James A. Richter James A. Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information It is solely for the use of the intended recipient(s) Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication From: Bunch, Connie Sent: Monday, February 25, 2019 8:22 AM To: Richter, Jamie Subject: Ted Martz Do you have something on his final stormwater approval at 373 Broadwaters Road, Cutchogue, 1000-104-12-6.3? Thanks Connie 1 C11 r..'71 7*� MA FOUNDATION (2ND) ROUGH FRAMING& PLUMBING ►�. i�;�� 1 1 I i i A �.�•� �HiQ ,� CI:A1qx"QuU �• I%� �' M�//,,,�•moi`��,w i ?1 ENERGYINSULATION PfR N.Y-. STATE .D - tiZ� wAA=rE / ADDITIONAL COMMENTS ■�/�lf►1 111 � /I,G ��_� . ,_, �/. ._r � . r i • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying" TOWN HALL �- and of Health SOUTHOLD, NY 11971 — 4 oets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —(4vey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D E.C. ustees C.O. pplication ood Permit Examined ,20D 1Ff,[gnV[2 Single&Separate DTruss Identification Form to!:f�erAssessment orm AY 2 2 2019 Contact: po& Approved 20� Mail to: 1 s Disapproved a/c T. TOWN OF Phone: Expiration n,20 ' I I� B n spector D MAR 2018 LICATION FOR BUILDING PERMIT Date 120 j_.l. W INSTRUCTIONS WN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, an egul tions, admit authorized inspectors on premises and in building for necessary inspections. Signatur of applica name, i orporation) (Mailing address of applicant) State whether applicant ' owne , lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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 wh' ro ose� ill be dWA- House Number Street Hamlet County p Tax Ma No. 1000 Section I Block Lot Subdivision �1yiLs1 V Filed Map No. cgs Lot 2. State existing use and occupancy of premisK andA&Aintended use and occupancy of proposed construction: a. Existing use and occupancy �' b. Intended use and occupancy 'A?"�' 3. Nature of work (check which applicable): New Building Addition 74, Alteration Repair Removal Demolition Other Work 0 � (Description) Estimated Cost � Fee r. (To be paid on filing this application) 5. If dwelling, number of dwelling units :Dumber of dwelling units on each floor If garage, number of cars - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t QQ, 4 7. Dimensions of existing structures, if any: Front ' Rear 's Depth Height I aNumber of Stories I ' 1 Dimensions of same structure with alterations or additions: Front ab','3 Rear fig'3 Depth '41 -3' Height la' Number of Stories I 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front t-JL '-A Rear Depth ��0. Date of Purchase O � Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO'1� 13. Will lot be re-graded? YES NOO W'll excels fill be remov d fro re YES NO� /nn 14. Names of Owner of mises � "�?address "' Phone No.`��b Name of Architect vru n2. Addres Phone No Name of Contractors Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO `7° * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO Y * 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 1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF CONNIE D.BUNCH being duly sworn, deposes *3Bu11t K$We ig NmWant (Name of individual signing contract)above named, No.01BU6185050 �� Qualified in Suffolk County (S��Se OW Commission Expires April 14,2�� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this // ��,, 1 day of '�J W 20 v ` Notary Public Signature of A licant l 'c BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson y� $�UryO 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ac Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yCUTY Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS i TOWN OF SOUTHOLD FEB 3 ?T9 Tel.(631) 765-1809•Fax (631)765-9064 T. *.D EXTENSION DETERMINATION Second Extension Meeting of February 7,2019 ZBA FILE#6844 NAME OF APPLICANT: Theodore C. Martz, Jr. PROPERTY LOCATION: 555 Broadwaters Road, Cutchogue,NY SCTM 1000-104-12-6.3 (Formerly known at 1000-104-12-6.1 BASIS OF APPLICATION: Request for Variances under Code Section 280-18 and the Building Inspector's December 1, 2014,Amended January 28, 2015 Notice of Disapproval for a building permit for a subdivision and additions and alterations to create a single family dwelling, at: Proposed Lot 1 - 1)less than the code required minimum lot size of 40,000 sq. ft., 2) less than the code required minimum lot depth of 175 feet, Proposed Lot 2— 1)less than the code required minimum front yard setback of 50 feet. RELIEF REQUESTED: The applicant requests variances for a proposed two lot subdivision with proposed lot #1 consisting of 30,940 sq. ft. lot size where 40,000 sq. ft. is required by code, and a proposed lot depth of 161 feet where 175 feet is required, and proposed lot #2 with a front yard setback of 35.6 feet where a 50 foot setback is required by code. DATE OF PUBLIC HEARING: March 19, 2015 This appeal was originally granted as applied for with conditions on April 2, 2015. Theodore C. Martz Jr.,received a one year extension on January 18, 2018 to expire on April 2, 2019. By letter dated January 8, 2019, Mr. Martz requested a second one year extension of area variances to allow him time to procure a certificate of occupancy. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman seconded by Member Lehnert, and duly carried,to GRANT, the applicant's request that the above cited determination be extended for eight(8)months to December 2,2019, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly ed(4-0 . (Memb Acampora was absent) Leslie Kanes Weisman, Chairperson Approved for filing a / 7 /2019 �xr MAILING ADDRESS: PLANNING BOARD MEMBERS179 d� SQ(fr� Southold,ox 1 11971 DONALD J WILCENSKI Chair � OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY G, ® 54375 State Route 25 JAMES H.RICH III 'rte (cor_Main Rd. &Youngs Ave.) MARTIN H.SIDOR I�CQU '11 Southold,NY r Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 15, 2017 Mr. Theodore C. Martz, Jr. 145 Ryerson Avenue Manorville, NY 11949 Re: Final Plat Approval - Proposed Standard Subdivision for Martz Located at 555 and 315 Broadwaters Road, on Broadwaters Road approximately 80 feet west of Wunneweta Road, Cutchogue SCTM#1000-104-12-6.1 Zoning District: R-40 Dear Mr. Martz: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, August 14, 2017: WHEREAS, this proposal is for a Standard Subdivision of a 1.62 acre parcel into two lots where proposed Lot 1 equals 0.71 acres and proposed Lot 2 equals 0.92 acres, located in the R-40 Zoning District. The Zoning Board of Appeals granted an Area Variance to allow for Lot 1 to be less than 40,000 sq. ft.; and WHEREAS, on April 2, 2015 the Town of Southold Zoning Board of Appeals decision #6844 granted approval for additions and alterations to an existing building to create a single family dwelling and split an existing improved 71,038 sq. ft. lot into two lots where Lot 1 would equal 30,940 sq. ft. with a lot depth of 161 ft. and Lot 2 would conform to the Bulk Schedule with a front yard setback of 35.6 ft. subject to the following conditions: 1. The applicant shall provide a 20 foot natural and undisturbed buffer of 170 feet on the east and west property lines and a 30 foot natural and undisturbed buffer along the entire southern property line which will remain in perpetuity. 2. The applicant shall bring the cottage on proposed lot#2 into conformance with the Town Code definition of a dwelling consisting of a minimum of 850 square feet of living area. Martz Standard Subdivision Pae 12 August 15, 2017 3. The applicant shall secure subdivision approval from the Town Planning Board. 4. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued; and WHEREAS, in a June 18, 2015 letter the Southold Town Planning Board had agreed to waive the Existing Resource Site Analysis Plan and Primary & Secondary Conservation Area Plan; and WHEREAS, on November 2, 2015 the Southold Town Planning Board recognized the applicants intent to using code section 280-124 nonconforming lots 20,000 sq. ft. to 39,999 sq. ft. (proposed Lot 1) and 40,000 sq. ft. to 59,999 sq. ft. (Proposed Lot 2) to establish the following setbacks • Lot 1 or 20,000 sq. ft. to 39,999 sq. ft. o Front Yard: 40ft. o Side Yard: 15ft. o Both Side Yards: 35ft. o Rear Yard: 50ft. • Lot 2 or 40,000 sq. ft. to 59,999 sq. ft. o Front Yard: 50ft. o Side Yard: 20ft. o Side Yards: 40ft. o Rear Yard: 60ft; and WHEREAS, on December 7, 2015, the Southold Town Planning Board issued a Negative Declaration on the action pursuant to the State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617; and WHEREAS, on March 7, 2016 the Southold Town Planning Board determined that this proposed action is Consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and WHEREAS, on March 7, 2016, the Southold Town Planning Board granted Conditional Preliminary Plat Approval upon the map entitled "Preliminary Land Division At Broadwaters", dated April 30, 2007 and last revised December 15, 2015, prepared by Kenneth M. Woychuck Land Surveyor, with conditions; and WHEREAS, on June 7, 2016 the applicant submitted a Final Plat Application; and WHEREAS on June 20, 2016, the Final Plat Application was found to be complete; and WHEREAS, on July 12, 2016 the Southold Town Planning Board found that the proposed subdivision plat presents a proper case for requiring a park suitably located for recreational purposes, but that a suitable park cannot be properly located on such Martz Standard Subdivision Pae 13 August 15, 2017 subdivision plat, and that the Planning Board will require $7,000.00 in lieu thereof, pursuant to §240-53 G of the Southold Town Code; and WHEREAS on April 10, 2017 the Southold Planning Board accepted the draft bond estimate dated January 24, 2017 in the amount of$6,425.00; and WHEREAS, pursuant to §240-37 Administration fee; an administration fee in the amount of$4000.00 is required, and WHEREAS, on April 10, 2017 a Public Hearing on the Final Plat was held; and WHEREAS, on May 8, 2017 a Public Hearing on the Final Plat was closed; and WHEREAS, the Southold Town Planning Board has accepted the existing trees on Lot 1 as fulfilling the street tree requirements pursuant to §161-44 Street trees of the Southold Town code. The trees are located within the area that must not be cleared, and are identified on the Final Plat and Final Road & Drainage Plan; and WHEREAS on June 28, 2017 the applicant submitted a check (#5924) in the amount of $7,000.00 for the park and playground fee, a check (#5925) in the amount of$4,000.00 for the administrative fee and a check (#5926) in the amount of$6,425.00 for the Performance Guarantee; and WHEREAS, on June 28, 2017, the applicant submitted copies of Declaration of Covenants and Restrictions, Liber D00012918 and Page 454 and Common Driveway Easement, Liber D00012918 and Page 455, filed with the Office of the Suffolk County Clerk; and WHEREAS on August 8, 2017, the applicant submitted eleven copies of the Final Plat with a Suffolk County Department of Health approval (Exempt Stamp) titled Final Plat Land Division at Broadwaters dated April 30, 2007 and last revised June 26, 2017 and thirteen copies of the Final Road and Drainage Plans dated April 30, 2017 and last revised July 31, 2017 and five Mylars; and WHEREAS, pursuant to §240-10 Technical Requirements, MIFDU regulations are not applicable to this two lot subdivision; and WHEREAS, the Southold Town Planning Board has found that, all items pursuant to §240-20 Submission of Final Plat have been met; and WHEREAS, , the Southold Town Planning Board, pursuant to Town Code §240-56, Waivers of Certain Provisions, may waive certain elements of the subdivision review if in its judgment they are not requisite in the interest of the public health, safety and general welfare. After reviewing the information submitted for this application, the Planning Board has determined that it is eligible for a waiver of the Environmental Resources Site Analysis Plan (ERSAP), the Primary and Secondary Conservation Area Plan subdivision process for the following reason: Martz Standard Subdivision Pae 14 August 15, 2017 1. Both lots 1 and 2 are improved; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives the requirements of Town Code §240 to submit the ERSAP, Primary and Secondary Conservation Plans; and be it further RESOLVED, that the Southold Town Planning Board hereby accepts the cash payment in the amount of$6,425.00 (check#5926) dated June 28, 2017 for the Performance Guarantee and recommends same to Town Board; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Final Plat Approval upon the maps entitled Final Plat Land Division at Broadwaters dated April 30, 2007 and last revised June 26, 2017, prepared by, Kenneth M. Woychuck, Land Surveyor and Final Road and Drainage Plan at Broadwaters dated April 30, 2017 and last revised July 31, 2017. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. Final Plat Approval shall be determined in accordance with §276 of the New York State Town Law. Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Assessors Building Department S.C.T.M.# DISTRICT: 1000 SECTION:104 BLOCK: 12 LOT: 6.1 KEY MAP DwEwNcs BROADWATER COVE w wATw _ 50' HAYWATER COVE �WSI�S Y7 Nf ON ROAD 4s 80'MgP _ S 81'0>•JO^E '-a,Vap 'I SUBJECT a 6 MON Q � I6� s"aA �rtD�aY mcrs nE R 2u0.A6a 52 I fi4D� �N��v 'Q T I UNCI NR1E h41�4Af APS ry 1 190,910.44 S.P0.71 ACRES CL S_ x9 A 6"ar NON, ^s u.Lawe(E arw�Hc DR r e"ow 175.37 -.9 i THDLD TOWN COO() O �.� (2.0 70'4 I HEREBY CERTIFY THAT THIS MAP WAS MADE W O •� I Al - FROM ACTUAL SURVEYS COMPLETED MARCH 28,2014 AND THAT ALL CONCRETE MONUMENTS SHOWN THUS ems' wood HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE SILTS a CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ARE CORRECT. 20' 54.7 11i AtaT, rro i i of � �M[✓aH 06 6-ICNAruaE y ewO� 199 -17 KENNETH M.WOYCHUK LS USC1050882 c ♦r I E I\ lus t.2 79.5' cpuwN MMw•.r I � a D I a e l f I ARrw N 89'29'20'W 25.00' I>7 O o 23 J' ___ __ W� � OWEltR.LS A Q+ sT' PiN f�.d -_i0I �I W/PVB;K raTm %PUBLK RWTER 1w, :mT+U� 'A I y s' p I 25' ^� sD•— PAAE'EL 1 44 SF.a 0.71 ACRES y r-(/ Olm PA6F1 S .0.09].15 SF.w O9x ACA6 a l rn TOTAL )1,0]0.19 S.F.v 1.61 ACRES C,I \q0 I Oyai.Rs Z I� I SN, M[AJ O rrI 8- II I AVNC t CRUD CAYIFWO ELEV.29.4 I \ I LOi 191 176.74' I I BROWN LOT 188 25.05' MON. DL DY LOAM1 588.48'10'E 201.79' uND N/F woeR Rwo«D -,J SM BROWN eE n)c=(mR-.-.-. ----- 4' SILTY SAND LYNM R ROBCRi REHM r-" -- -- r J � 3.3 .1'a^rm-•ATEA F1RSY - PALE BROWN s Q 20.00' me 9P 7b 46 - '+• MEDIUM ____ _ SAND "--r-- I sMProrx covr+ry o[PARrML-A+r of nFwLrn sCRvrccs 1 _______ � �. _ ___________ _ �. ______ purNrot Ar•Ya ____� --- MAY 2 7 ZOB 20'! 1) I 201 THE PROPOSEDDEVELOPMENT FOR LAND DIVWN AT BROADWATERS SA' SA' I IN THE HAMLET OF CUTCHOGUE.TOWN OF SOUTHOLD WRH A TOTAL OF 2 LOTS,IS EXEMPT NO WATER 17' FROM THE REOUIREMENTS PURSUANT TO ARTICLE 6 OF THE SUROUL KN0ICIRlR O COUNTY SANITARY CODE SECTION 760-6098`9 O WATER SUPPLY D SEWAGE DISPOSAL FACILITIES ON EACH LOT MUST 12-71-07 4.0`097.75 S.F.0 0.92 ACRES I CONFORM TO CONSTRUCTION STANDARDS W EFTECT AT THE TIME OF w M I OWABLC CLLV C 2 SOS OII 10.0.9 S r MAx (2.0-.9-THoLO TOWN CODE) O CONSTRUCTION AND ARE SUBJECT TO SEPERAlE PERMITS SETBACKS LOT 1: O oI O PURSUANT N 11.VSC STANOAADS 1o.9.D.0 sr.W.11 ACRES FROM 40'MIN o REAR 50'MIN ct "' �'�► Wttrza n"Wtwar PF SIDE 15•MIN(35'TOTAL) '" I -� I R a.cm.,a. PT F".;,o."."IN 0-Hy209. LOT COVERAGE E__-- _ saes Imen - ------------i -LN.s PATE SETBACKS LOT 2: Q 40-7.75 s.r.R.D.9x All (p 20' �' I nR.Abr rm,rr tNRo wRPPs.e.R.,s.Rrr. FRONT 50•MIN a..��eiPc a Iwai.)TrA LnM 1Ynycl. REAR BOWIN L-- rn 9^a : mr 4•..cl,w.. B a aM AR.or.g xIYM N Ln� it _ sif.oMA w IM.e1 Q SIDE 20'MIN(40'TOTAL) ment el Healu Sen,ceszaonswd�orl-mmor'�a. 20R LOT COVERAGE J •".D.cl a PT Is dal: o NATURAL AND UNDISTURBED MON BUFFER AREA MON ///� � _ JULY 24, 2017 TYPICAL PLOT PUN N66'48'10"Iy ulcH L MAPE PE PE LICA 070501 (l�M1WrnO t. LOT 202 200.00' ` .mIA Lx m'•c rsWER nESYNc - -FINAL PLAT- ?NrWA MR sUPP,Y,HELL$ORYKETES AND CES LOCAnOVS SHOWN ARE MOM FTELO OBSERVA"O S LAND DIVISION OwY uMc ZONED R-40 .-`• ANO OR DATA 087AINED FROM O"NERs D88 K AREA X1,038.19 soar or 1.63 ACRES t rrY•BWDARMNAV ._____-___ AT BROADWATFRS Ig USE A S UNAUM MLCU AL MRATIaV EP ADW RON TO TM5 SUR KY 15 A MDU BOY I SCCRdI 7109 I IME Nrw YORK STA TC C-7-W LAW CLWrS p'OYS$LLPWY YAP NOr BEA.RM•G]NE LANG SURKYDPY FMBOSJEO SEA SNALL NOT BE CONSOERLD N Br A YAIA]RtUf CQ^Y. CUARANIEES MpCATED NERELW-11 RIM OWNER: THEODORE C MAR7Z JR., OYIY N TMT PEPSLM FpR W W Y"YEY 5 PREPARED ANO O M5 B NAF)0 MER f MNANY AEM M(N A A ENCY AND L ND NSRNRW u y", LISTED MREON,AAD N THE A55lYACCS(W THE 1fiIOWG MSRNRpV,"'PAN MES ARC N0I TRANSFERABLE 745 RYERSON AVENUE E L CTS R OMENSONS SH W HEWLW FROM W PROPERTY L-S TO THE ERUCRMES ARE FOR yr g4WOSr ANO RKREFDRE rl AT MR MANORVILLE NY 11949 AM01OR.re°suRroTaS�RAMS'�C=W`W�CLIPLEEDARCWTLIauARAA1 DNMISMI�9GLLL1RrM OMPhEPOMW-AriHrruN�mrsTmPt CIIS -- a iEa u-w -`- SUAAY a LOTS 189& 190 INCL. /,(, `". CERTIFIED TO: THEODORE C MARTZ JR AP D<AENDED MAP' F A'ONASSAU CLUB OpM PR P 1 .0�- ' D 30 60 90 W MABSOLUTE ABSTRACT INC.. r�-i ---� FLIED JUNE 28, 1922 No.156 �" s 7 L FIDELITY NATIONAL TITLE INSURANCE CO.; SITUATED AT CUTCHOGUE i- X711 f I SCALE t'.3O' r L '�r..• l- AU-0 S 11717 !."'I TOWN of SOUTHOLDC"• 1J KENNETH M HOYCHUK LAND SURVEYING,PLLC SUFFOLK COUNTY,NEW YORK ,\� -•' P_feasi99a1 Iwnd SMnep.g'end Desi`D J ✓s- i/'y P.O.B- 159 Aq-b.",Nen Yort 119 'n (�f••:,=(A'FI PROW[LaJL)i9a-LSa! fAx(a]1)ne-16ae REVISED 06-26-t7 1111127-36F SGLE I-=30' DATE APRIL 30, 2007 N.YS`l15C NO OSORBI .goes AUG B 2 2017 L_I, KEY MAP S.C.T.M # DISTRICT 1000 SECTION 104 BLOCK 12 LOT 6 1 9wp,AN3 w7PBeLr9 B w S NSTNMn uwOx YWATEF COK SUO EC! 5 IdADWATERS r5D•�(,�`MR 6o'MAp 4WN OAb A 1 � B•a s'DAx Q / s'o.Kal9"" S 81.07 3 I / 'aK FX5nrX0 TM MK �. ` O°} A Fro 105.52' 1 �1 70 044 S.F. 0.71 ACR£5 Al ABEL CIFAMNO 6 SOT OF IS.170 SJ. L 294M M B, I MON (210-b 50UTHM01 row COOS) /2 0 O I M BE EXCAVATED AND BACNFLLM[D / y iN SEL'STABIUONC GRAVEL(12 XY). W / RDNMT COHTANMCNT ARCA-A' ORAINAGE CALCULATIONS:Lor x Y.en s r oTB 54 1=.� MT'9 n_ 35 I _ RL'z +JAY.av sJ. / n1` ,. -- cd'r _ { .Si I a I xcx mxr OOMArxxAT A w'A�rx aM. SSSiA Sz0 CJ A,Ix N1Pa W VA14 ¢c s e 7.5' o >r. -rNI olwxxs w�uc 1161` A-b AW49L OxTlp r3 _ CbRAxxw[I AAl�1'.xzJ mrt - S K� lOrEil - Tb10 U x[0. M�-- ________ SM v Swul Wm1 ' OxII1Mffw /A� �, 5.1. TS J' '--_ _ ----- 31" __365. ~-2CeID x-10 :O O F\� I S• �• 25' PUNOrF CONTAINMENT AREA•B' o x{&'f9B 35; I �EvERGREE I � BE 1 (SOv,6��OVM) (lae U.B1ou0m) PROPOSED / S68.48'10 F1 LINE OF DIVISION - 1.79�+.X, /x.o• / '?nciSTIMG CRUD CRUSHED AY +� 2000• / I i - �9LTRr ENTEx s.LE / 1 5 a:OAIFx_ Am Aolo M, ---AD------ / Wr � / nrwFAc I HEREBY/ CERTIFY.SUM THAT MAP WAS MADE MOM SURVEYS COMPLETED MARCO 28.2014 AND THAT ALL CONCRETE AND THEIRS SHOWN THUS: HEREON ACTSHDM EXIST AND IMEN ONAL AND ME / CORRECTLY SHOWN AND ALL DIMENSIONAL AND / CEODE(eNC DETAILS Sy M E CIX2REC7. 40,097.75 S.F. 0 2 ACRES ELEV.29.4 LAT IBB ALOABLEC--SOxC 05 /O2b- -TOL T- i1 OL OR� a / 10T Inj LOT 90 $ / O KENNETH M.WOYCHUK LS USC(OSOBS2 SANLOAM � 50 SND KSBO}SMC-b�� I � I /?6 / -- r X DOtBqMlDbtTGRSL tei5m z PALE PAGE Li 5Ul SP To / O ^°� I / To: of S"Wd MEDIUM / LO / m CC:DCD:iGE:':d210RT SAND / 2 ., Ur- I , NA 7 AC SAND UND13T BUFFER AREA / APPROVED BY r� WA 17. / / / / / // /l _6 / 1a / / / pLAf:NING BOARD Br..Wo X Ls N88.4B10"q w,Taelc MON. 17-d2-D7 Lor 200.00' TOWN OF SOUTHOLD-7 NEW CESSPOOLS INSTALLED UNDER DATEj''Co I oZ 1 I SCDHS#RIO-08-0023 & OPERATIONS PERMITS ISSUED BY TOWN OF SOUTHOLD 14151R& 4152R ON DEC. 27, 2013 PROPOSED LOT LINE CHANCE WITH APPROVAL OF ACCESS AS PREVIOUSLY APPROVED BT THE TOWN OF SOUTHOLD -FINAL— BOARD OF ZONING APPEALS ON MARCH 23, 1978 AS APPEAL #2400. ROAD & DRAINAGE PLAN SETBACKS LOT I SETBACKS LOT 2: i .b..A...SP.x,9.7r ACRt3 ,0,99773 5E n.9ax.CFES LAND DIVISION AT BROADtiYATERS nuc 0 zcn IL.r FROM 4MIN FRONT 50'MIN OWNER: THEODORE C. MARTZ JR., L----�7 REAR 50'MIN REAR 60'MIN SIDE 15'MIN(35'TOTAL) SIDE 20'MIN (40'TOTAL) 145 RYERSON AVE. L_ -•: 208 LOT COVERAGE 208 LOT COVERAGE MANORVILLE NY 11949 THE WA MR SUPPL I;KEELS DRYWLLS AAP CESSPOOL LOCA DONS SN HN ARE FROM FlELO OBSERVA DONS TYPICAL PLOT PLAN EXISTING MONUMENT •- ZONED R-40 AND OR DATA OBTAINED FROM OTHERS. xowr MA EXISTING RESAR OO AREA: 71,035.19 SQ.FT OF 1 63 ACRES t n£vxnw D,RN. NAVIN 1' UAAOxb [D AL BRIT-OP ADOxPV TO——11 IS A—A—OF—R.1209 Ci THE Mw YOVK 5rA/E EpUCA MW UW. C04CS OF]MS SURVEY_ O Be—M LAM SUR KDOR"S EMBOSSED SEAL 9 ALL ROT BE CCNL M TO BC A YAUD TRUE CWY OIARANR-x1LW'A TEO HEl-N S OLL RAN M�wtirwt mrt LMr]0 NC PEFSCW rOF NHOM MC S1/FtEY lS PREPARED ANO.-BDOLE ro nE RDE COMPANY,WVERNMENTAI AOCNCY AW LEAONO MI$—I. PoWs)a'ou.�xDtD L1i 20 MAFON AND TD TRE ASAd+(£S a NE LCA—INS RON,CUARANIFES ARC NOT IRA— Nr Or zn OR OIMCNLONS SHOWN NFREOV`ROM NF PROPERTY CIMS TO THE"RU wrs ARE FOR A--c PURPOSE AND OSE NEREEOPE TMY ARE DWRLR,O NOT MxNOED ro MOv(MENT nE PRMERh LMS OF TO-DE THE ERE—00'EF CCS AMIONAL STRUCTUMS DR AND OWER xLPROKM M EASEKNR AAO�71R SUBSURFACE-R-RECORDED OR LANE ORLOJ ARE NOT CUARANTEEO umU-Ar Y9 ,FMOFNr ON OAF—S Ar IM DME Cr SURKY ytl —VEY x LOTS 189& 190 INCL. CERTIFIED TO: THEODORE C. MARTZ JR.� F AP Or AMENDED NAP'A"Or NASSAU CLUB POOIT PROPERl1E ruc ABSOLUTE ABSTRACT INC.; FLED JUNE 28. 1922 No.156 FIDELITY NATIONAL TITLE INSURANCE CO.; w S'V 11 sInATED AT CUTCHOGUE " F SOUTHOLO KENNETH, ROYCHUK LAND SURVEYING,PLIC SUFFOLK COUNTY NEW YORK ./ �� PrOfeeexOnel L.M4 BurveyluA WRA DeelAn EX—WATER MAW REVISED 07-31-17 Y!•-.""�`/r�l✓ P.O.B9X 159 Aqueb9eae,New Y.Tk 11991 REVISED 06-26-17 FLT 127-36 --E 1-30' DATE APRIL 30, 2007 oxo IbL�zRe 1Lb� xAx(eat)r��Lsea 111 Lrsc 11 1saee7 S.C.T.M.# DISTRICT: 1000 SECTION:104 BLOCK: 12 LOT: 6 1 KEY MAP DeTTMNcs BROADWATER COVE w/nmlc wATrn - rn,Nrr/s Mrf/6 BRdAD WA 7,ERS- 5-,� N-R W,M HAYWATER COVE RE W9Tf�R J'G 80'AIgP _ ON S 51.01• �wM �oA" 4� No/e 1 SUBJECT 'Po I6'Ou 3'O+II MON 40' 1 130,940.44 S.F.0- 0,71 ACRES EL 294 COMACOMAMON. PqS R HD AMORAe,E Uuuwo a soR OR 15.+70 s F e'mx 125.J2 o`,n (1 .9 ISoLOHOLD T co.) H o O a,- -- -------- In III ,11 --_ O _t 1 HEREBY CERTIiY THAT THIS WWAS MADE a iROAA ACTUAL SURVEYS COMPLETED MARCH 28,2014 G 0 51 9�. •P'Ao¢ - I n i AND THAT ALL CONCRETE MONUMENTS SMCI THUS ■� HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE l� In qq , 1 Y CORRECTLY SHOWN AND ALL DIMENSIONAL AND p n ,AT i i CEODETC OPALS ARE CORRECT 20' o,6T, AA.a I of � /� aEarswrMn«c Z 54. n't7 , ryr ^ N o� ��f�` 06-26-17 y 4 19? KENNETH M,WOYCHUK LS USC/50662 nA< • 1g 79.5' couDRlLtw.r O.._..;ry6R-lrielsx, ti I COg - _fix_ �,nT Yo I N 89'29'20"W LF'T )2q/5 PAGE W I ?II 25 00' ___rm 33]' Wrt ! Z J63 'oI W _ kDATff& ROVED BY W "` v_ 2s• a ''o I 25' j NING BOARD PAIRXL 1 3o.94a44 xF.w an Aces �" vl I O q�' n 1 p PARCCL 2 4o,o9T.7s xF>09z AM A -- L' o NOMI Lwo w� OF SOUTHOLD TOTAL 71,030.19 SF.0 1.63 ACRES CO I mBENS Z o \•q^ ISD ANNE s MAR,cwRn9a Le I a a l HON. D77N B�. � j ELEV.29.4 I I LOT 191 DR BROWN LOT 169 \ 176.74' I I _nL / OL S68.4810"E 25.05' NDN. LOAu �' h%0 201.79' uwo N/rvi uew cRarm J s4 ILI 5'AN0 LYNM e0`ROBERE REHM I � 4[<.SLVMCe_.---_- -r --— BROWN _ _. 3.5 — J — I IPrxc w7L 3axc_ �� _ PALE B — ROW / O 20 DO' FINE FINE ro 46.9 SP 1•ISANO LTRUM -'�1---� sufroLH eOUNrY DEPARiMfNr Or HeALTH SERV/c[S _______ _ � OAFAr AAIA AR.YM ___ JJ MAY 2 7 2Qi 20' f7' I 20' THE PROPOSED DEVELOPMENT FOR.LAND OIMSION AT fRtQADWAIFRS L >� I IN THE HAMLET OF CUTCHME TOWN OF SOUDgLD TH A TOTAL OF 1 LOTS.6 EXEMPT NO NATER t7, I FROM THE REOUIREMENTS PURSUANT TO ARTICLE 6 OF THE SUFFOLK K nV/C1AII(� y V, 2 CWNIY SANITARY CODE SECTION 760-IZS O WATER SUPPLY AND SEWAGE DISPOSAL FALI/III.CN EACH LOT MUST 12-22-07 SOA'4A01097.75 S.F.or 092 ACRES I CONFORMN M TO CONSTRUCTKSTANDARDS N EFFECT AT THE TIME OF W N I BLE Cl—a OR}0,0.9 sF CONSTRUCTION ANO ARE SUBJECT TO SEPERATE PERMITS AIAx (240-49 SOUMOLD TM COOL) O PURSUANT TO THOSE STANDARDS SETBACKS LOT 1: v of o 30,91a4 S.F w 071 ACRES FRONT 40-:114o I C, O3 _ REAR SO'MIN br I .6 SIDETOTAL)'35 15-MIN( ____ I a�rw.9...An a� EPE t ww.�."NW aN6y 20%LOT COVERAGE z f ___________ SETBACKS LOT 2: n PAGE Z711 .0,09775 SF.w 092 ACRES LO 120' 'LaAereny c4Hly 107(IAr pr9D9..e°AIM ruppy(a)pM/w FRONT 50'MIN _ nop9M4�oq m°I w 1,;,�a:ly e5��ooc�"ev�.e REAR 60'MIN _ __ w .DM`q,ouM.1D�r1 co . a1.Mu•=. SIDE 20'MIN (40'TOTAL) - -—- I POfi4°O°r°' 1. , 20R LOT COVERAGE —-—-J N°r H,R m '�`'fp v.ADT 1N.aaf: h NATURAL AND UNDISTURBED MON. BUFFER AREA M''�7'y JULY 24, 2017 TYPICAL vIOT PIAN N66'48'10"A I v'.�-, MICiUEL IA EPF 5,P.E MDN NYSPE LICA 070501 Oe pNyO _ Lor 202 wewNcs 200.00' Trf(1tf37Jlok LANo N/r W7n�,wTLR _ tr..---�:r.rr•,kYron9 x+.iFR nEMNO � •" LC'JZ91)L PAGE LISy_ n�. —FINAL PLAT— ��`r 070609 /,'/ LO AnOSSHOWN' OMDOW OwDEx.0 LAND DIVISION ZONED R-40 ,'titEePl-„ A•VD QP OA lA CO TAMED FRdI DINERS AREA 71,038.19 SQ.FT of 1.63 ACRES t - arz+nw D+nAN NAVD88 ATBR OA D WA TER S DN+DMDR,nO AL,<RAnd a A� In 7, nR,�Y 6 A MAROW OF 9 W>7�OF n E N W—S.R EDI7�A RLW LAW DaWF3 OF 07,3 9Mr,EY • 9 MAP N :ARMS—LAN SMRKravY E3N6035En STN,WALL NOT LIE[CWYNXMD In N[A v.LW TRUE COPY ARAM n MOIL RD MPEON.WALL RLW OWNER: THEODORE C. MAR7Z JR., 0^7-Y ro^'T aPsoR ro7 NHaA TM su7,E>6 PREPAIND AN0 a Ns 9EHAv TO WINE ME 4%wANr,Do cRNMEWTN AwNEr AND LEALWAO MSMUMM e y'• '" USTED hiR 1 AND TO ME Asrarrs a DIE EENOMc Msnrvrtnv,wARANTEr3 ARE All WRAHSFERABLC i 45 RYERSQN AVENUE TIT DRSTTS OR&WAgDWS SHOwN HEREO9 FROM W PROPERTY uNES TO M STRUCRMES ARE FOR A SREC771C PURROsr AND USE THEREFORE WHEY ARE ^E 9" MONTS MANORVILLE NY 1 1949 AIMO/VR Is Elres RF.EEWSTTRRVCWUT s�EDLOR UARECO XO ARE N T CU AA TED UNLESS PIl S UY FMDENTSCW DIE PREMISES AT THE m OF SsUmLWY EJ-EMrta uirw-`- z'RVEY o< LOTS 189& 190 INCL. !(;F OIC CERTIFIED TO THEODORE C. MARTZ JR, 0 30 60 90 MAP 0'"MENDED-I"OF Kn95Au UVB F.I.P CITI Mc/.>/,P 11�M, ABSOLUTE ABSTRACT INC., FILED JUNE 28, 1922 No 156 {`+ '. �I;:( r_A; FIDELITY NATIONAL TITLE INSURANCE CO.; SCALE 1'=J0' sTDATcO AT CU7CHOGUE 1 }}``� •J, II,I AUG O h 201- i' Tn-0' SOUTHOLD I�• Y`4' 1 1 NNETN M ITOYCHUK UND SURVEYING,PLLC - I SUFFOLK COUNTY,NEW YORK ^ `+�•.� Pro(eealonel Lnd Suneyln(and DeMIE, L-- - J p.0.Oos 153 Aquebo`ve,New YvrM IIB31 — REVISED 06-25-17 mE IZ7-36F SEALE 1"=30' DA-APRIL 30, 21 —' PR-IeJE)zve-lnee rA[(e3L1 99n-f bee N YS`US NO 050942 F a—W A[wN N e.A. sc- A 33� r o Sly KEY MAP S.C.T.M.# DISTRICT: 1000 SECTION:104 BLOCK: 12 LOT. 6.1 ee0 9fL�♦F, No (//yJ11 w(p,' 1�•Iy�) BROADWATER COVE RLE No- 1 V M 7 BaD4 Z HAYWATER COVE OR4TEAS R s� FILED SEP 14 2017 SUBJECT Po 0 FILG(.) O�e44 rs�4�s "+ �� " �Q 47f S 4' P �N1T 4 � R, � O II o<M Jut'I.h A.Pasrak Clf'PK SUFFOLK COLTI.TY OwnLlNcs po WL�W.TED BRdADWATERS ( MAR ROAD BO'MAP _ S 6E"07'30"E 'TVHmIs `I 6bM s-oAR MON. I _� \ A 1 I s M 1�RWO SMfr]Mfrs R 52' ¢• ,o•OVt TLE EWE R CLAR9E I I^e -. .l �? , Iu c 1? p f Cr arionc 30,040.14 SUP r 0.71 ACRES EL 29.e 6'OAX MPJ (j-'^1�.,�p D -ytC AILOWAat cLt ARa s xs oR rs.rm sr. e•aNf I?5.J2 ll JJ h 1 (:.0-,9 i,nD]o°N EooE) e'orR I I ( 1114 ------------------- o Cf p81 10• I HEREBY CERTIFY THAT MIS MAP WAS MADE FROM ACTUAL SUWEYS COMPLETED MARC.28.2014 AN iWal ALL CONCRETE MONUMENTS SHOWN THUS:I— .� s+os OARDR[ 1 .. HEREON ARUALLY E%IST AND 1110R POSITIONS ARE ^G d CORRECTLY SHOWN AND ALL DMFNSIONAL AND �J n 3,T 1 -' GEODETIC DETAILS ARE CORRECT 20' ,•. „T, 1 0! m / DATE OF SKNATURE 54.7' „=Y aAe. p°` I D I of 4�^ /F�—&#,G/ofj- 06-26-17 D AAurosm` 494 R KENNETH M WOYCMIK L5 USCIO50662 s'� "'.2! 79 5' i 1 cove Owv[wAr P I as � y A 9' tT h L ° S� � _____�T ___ I`b'1 I'c N 89.29'20"W T i Iuv, _ $� m I _I 25.00' /r: '(}\jt�ti`' . DAEumcs I W, %T' MAT° s -- 'ol I WIA;niER I';/1••••,'L 3�aR(A w/AURIC WATER (Dm. PARCEL, 30,940.44 ST.w 0.71 ACRES 50• D N I p E �IS• O �JA, n I• ?D nl TOr!r!Or SaJ 1 HULD PARCEL 2 40.09].]5 ST.A,0.93 ACTe:S CL0 Q TDrrl 7,.o3er9sr.WLe3Aucs mi \aHLA. T,IefxS 21e I An LAND NCANra.O DATE 0_�l'cp�a�T-1 I MON. o.rx� 1 � I Hu LOT,9, �^ �Lu - ELEV.29.4 ��11JJ 176.74' a OL DR BROWN Lu,Tae \ I S60.4B'10"E 25 05' MOSANDY LOANN, M T' JIIIA n,0 20!.79' ' BRDW7r or LANDN� 'n'n"smxr_._-_._ —'J _ SM NLn.'� 3.3 L1NQn 4 �un14 i Ir _ — SUBJECT TG CDfENAl1T5 q RESTpIETK1%5 EIBip 1.�F/3 F BROWN j — — — p zOnD• FAO[ q� ;. �[ 46.9' ri4 q SP O MSAND ---'--- x I Sufro4M CO✓rulY OCPARTM[nrt or.GLa4 Sfav,CFS SAND I I.,W a ____-__ m,e MAY 2 1 200 17 I 201 THC PROPOSED OEVELOPMENr FOR LAND DNLSION AT BROADWATERS S3' M ME HAMLET OF CUTCHOGJE.TOWN OF SOUTDIILD NO WADER WUN A TDTAL Of LOTS,,S E%EMP7 17' 14 I FROM THE REOVIREMENTS PURSUANT TO ARTTCU 5 OF ME SJFMLK y I U. COUNTY SANITARY CODE SECTION 760-60981{ KWOYrJ LS O WATER SUPPIY AND SEWAGE DSPOSALCTfACARIES ON EACH LOT MUST 12-22-07 I 44L0,097.75 S.F.or 0.92 ACRES i CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT ME TIME OF A N OwA9lL CIE C.SOS OR 10.049 5F. ONSRUCDON ERATE PC-,. AND ARE SUBJECT i0 SEP SETBACKS LOT 1: < uAx (1'0"49 SDUMOLD TOWN Co.) o I G FURSUANr TO INOSE SIANDAFDS. 3x94044 SF.o,0.71 ACRES I C FRONT 40'MIN o oI N REAR 50•MIN a N <I . wM.me nW,ru,A ac SIDE 15'MIN(35'TOTAL) " ___ .4M"a rR.:aMWaW wary D aa. 208 LOT COVERAGE z ______________ 1 r- wn"�^_mD4 lrnLtwr Q f SETBACKS LOT 2: O 20' fe NerrN eRilY IKat 11's pmpmeeTo wrier awDrWY(s)wtl/pr 4FRONT 50•MIN z REs CO = Er5;9°"re eyr�me;;'lee�my'a hnrlTRseE REAR SOWINhere,4a I°Ia°aae' SIDE 20'MIN (40'TOTAL) - ___ I ee�la:;`,o TAr SuN°I9 Eo 91Y�r 20%LOT COVERAGE —J n sr Gorr .wage. m rota Ra RI o NATURAL AND UNDISTURBED MON. BUFFER AREA 2'x¢1? _ JULY 24,2017 TYPICAL PLOT PLAN N66"48'10"TF• MICHAEL RAPES,P.E.NrSPE UC/070501 D-A DIMDDuI MCN smrota.uxL LOT 202 OWEuwOs z00.00' MWD N/E wtyVD w,iOt fI•_••-•_f F••'•_:._. ' AA FSNO w-r,FLl4f P.rr ySq —FINAL PLAT— ME WA TER WPPL..r+LLS..DRYPELLS ANO CESSP LOCARGNS SHOWN ARE FRAM MC OBSERVADMS DWCLINO ZONED R-40 AND OR DATA OBTANE0 MOAT OTHERS LAND DIVISION AREA:71,038.19 So.Fr or 1 63 ACRES ± nwAnwD.uM NAVD88 ATBR OAD WA TERS ,MAUTN A ED.MBAR OR 400001 To]MS 4MW'Y 6 A W0.ARCN OF S Cn w 09 a RK NEI YORK STATE EOUCA DON LAW CoK TMSY w ✓u. „ ] MAP NOT BE—ME LINO S,MKYOR'S EMBOSSED MAL SHALL AVr Bf CONS,OEAfo TO BE AVALID TRU£CDPY CLAR,NTFES M}'CAIEO MR EON SHALL RLL OWNER: THEODORE C. MARTZ JR., MI ro THE—FCR WHOM ME s TWl a PREP.wEo AND w Ms efN.uF TO ME DRE aK Y,COAGENCY AND«Nmc NS 7707 "L LTSTEO NCRCO,AND to ME A54GNEL5 OF ME LENDNC NSDNRON OUMANT AK Nor TRANSEFPABLC & 145 RYERSON AVENUE ME LYTYTS OR pMINSKWS 4,0x4 HEREON MW ME PPCPERD LINES TO ME STRVCNR£5 ARE FAR A SP£OAC PURPOSE AND USE R,FRFFOAF MEY ARE H3 MANORVILLE NY 1 1949 NND/CN SLB ACETSTREUCTTU.RES AECM Eo Do Si 17CORDED ARE ACTEW ReNNTEO usL£rs—PNrvc.LirRtMCNrsOW c.N T oOD E MS AT I E m¢a swL 1 iAsa+O WATER uaR+ -`- SURNEY o, LOTS 189& 190 INCL f - CERTIFIED TO: THEODORE C. MARTZ JR.: 0 30 60 90 AP of AMENDED MAP•w OF NASSAU CLUB POINT PROP[Rn MAC - ABSOLUTE ABSTRACT INC.; I.E. JUNE 28, 1922 No.755 FIDELITY NATIONAL TITLE INSURANCE CO. SCALE 1'-30' SKATED AT. CUTCHOGUE o< SOUTHOLD KENNETH Ni ROYCHUK LAND SURVEYING,PLLC SU-FOLK COUNTY,NEW YORK Profraai 1 UUd SL eod D71g, !� //�/✓ P.D.Boz 153 Aqurpo6MR,Nen York 11931 REVISED 06-26-17 IC 127-36F $GALE 1--30' DATE APRIL 30, 2007(�r••T4 `�- POONE(es1YL9er 16 8 FA%(691):I...N.rs usc.Na o:,,,,2 ��SUFFgy ;C'OIKIM[WAT]E)[, SCO%% A. Russell SUPERVISOR l�v][A\� (Gf A ]EI�uJUE1 �C' z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ky�0 - Town of,Sou th o l d n CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE_COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY Yes No ❑E] A. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[A E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑Q 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, ignature�-6ontacl-lnfoFinationrDat"-Coaniy-Tax-Map-NumberL—Chapter-23&does.not-applyto-yom;_pr-o e:f If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pro Owner,Design Pr ess' nal,A�yCcqctor, er) S.C.T.M. 1 000 Date ae r J 10+ �,s" � .b 3 � NAME: Section Block Lot Contact Information: Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / L cation of Construe n Work — — /Approved — — — — — — — - - — — — — for processing Building Permit Stormwater Management Control Plan Not Required Slormwater Management Control Plan a Required (Forward Io Engineering Department for Review.) FORM ` S;viiCP - TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ` Town Hall Annex - 54375 Main Road - PO Box 1179 .� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert(a)-town.southold.ny.us APPLICATJON FOR ELECTR.QL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION: (AIV nformation Re uired Name: Address: two C o Cross Street: A- Phone No.: Bldg.Permit#: email: g1Poei�JR '► Fax Map District: 1 00 Section: /b4 Block: /9 Lot: 6, 3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /(ONO Rough In Final Do you need a Temp Certificate?: YES/40 Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: oO-6° A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 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N -. � •7: `�"y r_ '.�� . �� ?x _ � _- '�� f_F�'<� �Y F 1 a 0011 i 61 e ;� �� t i .. ✓ ' -fix - � �� ' .... ._.. i r - r, r. " f 6ti i a S ' t f s' 1 `��d,� i t., `i. � :ams ♦'r AI` �tu� r •,✓. �- A , F .. K F � tir r 717 Aw Twe oc / e t E t P 7 y t• : k ti4IISy a UPO v Via'• �'� r � t s N y a Y a k, m . _ Wrap Ho T _ ry u� The mrrod ,en �, H o �U poi vek r Tyvek y Ho eWre p Qfa HomeWrap �. �0 p Tl The miracles afstierke ,.� vel meWral aUPO T ve kve liewrop r Nnm eWro P wwo Y Z a� �-d s ?� +f�•.,a- k ski,.. .�7 •�f '� it ..� �� :��.��*';�'c�� ., ;,� ..� L , rP t • �A S� lC a )�` ,��'"�►'" ",J.Yom+" _ '. t mow. t�',� r`� +A �,■`',+:ti►.�. � �`� .- -■ems , • �\ WIAM i ' . • rA I� W � f if +I� • ; f - r v p•; t CREScheck Software Version 4.6.4 �(J Compliance Certificate Project 373 BROADWATERS Energy Code: 2015 IECC Location. Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone- 4 (5572 HDD) Permit Date Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 373 BROADWATERS VICTOR CUNEO CUTCHOGUE, NY VICTOR CUNEO ARCHITECT 154 LAUREL ROAD EAST NORTHPORT, NY Compliance: 4.6%Better Than Code Maximum UA. 152 Your UA: 145 Maximum SHGC. 0.40 Your SHGC. 0.18 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 Area Cavity Cont. Perimeter Ceiling 1. Flat Ceiling or Scissor Truss 468 38.0 0.0 0.030 14 Ceiling 2- Flat Ceiling or Scissor Truss 114 30.0 0.0 0.035 4 Wall 1- Wood Frame, 16" o c. 856 15.0 3.0 0.061 46 Window 1:Wood Frame.Double Pane with Low-E 103 0.300 31 SHGC. 0.18 Floor 1- All-Wood Joist/rruss:Over Outside Air 342 25.0 0.0 0 038 13 Floor 2: Slab-On-Grade:Heated 52 10.0 0.702 37 Insulation depth- 3.0' Compliance Statement: The proposed building design described here is consiste t/designed he building plans, specifications, and other calculations submitted with the permit application.The proposed building has to meet the 2015 IECC requirements in REScheck ersion 4.6.4 and comply with the mandatory requir is Ii he REScheck Inspection Checklist. 1 Nam - e _S_igPkfur9oF t Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck fwff Page 1 of 9 A ti , r CREScheck Software Version 4.6.4 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and []Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. _ .._...._- ..---. ._..._._. _. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. _ 302.1, Heating and cooling equipment is Heating:__ Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling. ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official ❑Not Applicable Additional Comments/Assumptions: 1 ;High Impact(Tier 1) 27__Medium Impact( 2) 3 Low Impact(Tier 3) _ Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 2 of 9 section Plans Verified Field Verified # Foundation Inspection lies?Value Value CompComments/Assumptions & Re .ID _ 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F03]1 depth/length. ❑Does Not table for values. sg ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not i insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not a�. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3,j Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date. 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 3 of 9 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- []Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 —------._........._T.--- _ —._—_..-------_..._ 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable ._._...._. ........ 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR2311 installed per manufacturer's ❑Does Not instructions. _ []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 552.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ._ ............ _—...._.___.__..—_-.._------- 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 55...5.5_.._.-555..5.._.. 403.3.3.5 Building cavities are not used as ❑Complies (FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55 4F are insulated to >_R ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies (FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not []Not Observable ❑Not Applicable —--.._..--- --- --.........—------ ----55....55 - 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i High Impact(Tier 1)� 2 Medium Impact(Tier 2) 3 ?Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 4 of 9 , ` . ' zHigh Impact(Tier 1) | 21 Medium |mpact(Tier z)� � 3 Low pact(Tier 3) � Project Title: 373BRUADVVATERS Report date: 02/22/18 Datafi|ename: [A[unentPnojectsVMartzVJntided.rck Page 5 of 9 section Plans Verified Field Verified # ID Insulation Inspection Value Value Complies? Comments/Assumptions & Reci 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN1312 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable --------------- -- 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1)1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable ___.._.. 303.2, Floor insulation installed per ❑Complies Requirement will be met, 402.2.7 manufacturer's instructions and ❑Does Not [IN2)1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402 1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/7 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3)1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4)1 manufacturer's instructions. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 6 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Complies? Comments/Assumptions Value 6 Reg.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2,6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F1311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ---...._.. .__._..._ .._...._._.. _ --..._.__. .._.. 402.4,1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [F11711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection, j .......------- .._..-...... _.. ..-........ 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies i [F12711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies (FI1012 on heat pumps. ❑Does Not ONot Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI1112 systems have automatic or ❑Does Not accessible manual controls. ❑Nor Observable ❑Not Applicable -1--i High Impact(Tier 1) 2 !Medium Impact(Tier 2) 3 i Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 7 of 9 Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. - ...._....__...._.._....--.._._...._._._._...._._—..__._.. - -......... 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the [-]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA []Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable ,404.1.1 Fuel gas lighting systems have ❑Complies [F[23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 !High Impact(Tier 1) Medium Impact(Tier 2) .3 j Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.10 401.3 Compliance certificate posted. ❑Complies Requirement will be met. i [FI7)2 ❑Does Not i ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18)3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 !High Impact (Tier 1) F 2 Medium Impact(Tier 2) 3iLow Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 02/22/18 Data filename: C:\Current Projects\Martz\Untitled.rck Page 9 of 9 r 2015 IECC Energy Efficiency Certificate Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating : Window 0.30 0.18 Door Cooling Heating System: Cooling System: Water Heater: 'G Name: Date: ✓ iia Comments REScheck Software Version 4.6.5 Compliance Certificate o ,, L9 - 1 Project 373 BROADWATERS 0 C T 2018 Energy Code: 2015 IECC Location: Cutchogue, New York "TD Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: VICTOR CUNEO ,Qompliance: Passes using UA trade-off Compliance: 1.5%Better Than Code Maximum UA: 137 Your UA. 135 Maximum SHGC: 0.40 Your SHGC: 0.20 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 Area Cavity Cont. erimeter Ceiling 1: Flat Ceiling or Scissor Truss 880 38.0 0.0 0.030 26 Wall 1:Wood Frame, 16"o.c. 782 15.0 0.0 0.077 53 Window 1:Wood Frame:Double Pane with Low-E 90 0.300 27 SHGC: 0.20 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 880 30.0 0.0 0.033 29 Compliance Statement: The proposed building design described here is consiste ith the building plans, specifications, and other calculations submitted with the permit application.The proposed Iding ha en designed to meet the 2015 IECC requirements in RESchec ersion 4.6.5 and t comply with the mandatory re a ents li in the REScheck Inspection Checklist. Na e-Title at re D e Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist ' L Energy Code: 2015 IECC ,Rg�uirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is beingrclaimed. Where compliance is itemized in a separate table, a reference to that table is provided. seffi6n Plans Verified Field Verifled # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &_Re .ICI 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate E Does Not [PR1]' energy code compliance for the ❑Not Observable V building envelope.Thermal envelope represented on ❑Not Applicable _ construction documents. _ _ 103.1, Construction drawings and ❑Complies Requirement will be met 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for f [PR3]1 lighting and mechanical systems. s ,, ; ❑Not Observable Systems serving multiple ;❑Not Applicable dwelling units must demonstrate r s' compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling. ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -�-2—Medium Impact(Tier 2) 3 Low Impact(Tier 3) . .—._.—.L.. �.._.._.. ._......... _......_.. .... ._. _..._.._._.. .. Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &Re .Ila 303.2.1 A protective covering is installed to ❑Complies Exception: Requirement is not applicable. {F01112 'Protect exposed exterior insulation []Does Not V and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable _ 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. IF01212 ,installed. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) J..2JMedium Impact(Tier 2) J3]Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 3 of 9 Section plans Verified Field Verified # Framing/Rough-in inspection Value Value Compiles? Comments/,assumptions &Re .14 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable ._..__._._.—..._._.......... __..._..._.__...__._.. 303.1.3 U-factors of fenestration products ^: „ ❑Complies -Requirement will be met. [FR4]1 are determined in accordance + ,❑Does Not with the NFRC test procedure or ❑Not Observable J s ta. taken from the default table. UNot Applicable ❑Complies Requirement will be met. 402.4.1.1 Air barrier and thermal barrier [FR2311 installed per manufacturer's ' ° F` r;=.° "r`p`° ' $.•„... ❑Does Not instructions. = ,4` ;❑Not Observable .•.VC:d>fr . t❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i w ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code :f% ` .�x PP limits. 402.4.5 IC-rated recessed lighting fixtures ,> `';,$? ° ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish .E ❑Does Not and labeled to indicate<_2.0 cfm = leakage at 75 Pa. a ;❑Not Observable '❑Not Applicable a <. , 403.3.1 Su pply and return ducts in attics `” 3 x ❑Complies Requirement will be met. , w gm. ;• [FR12]1 insulated >= R-8 where duct is "'`'>� .` '` "" ' ❑Does Not >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and °:;'. '{ yA" " °""% ❑Not Observable return ducts in other portions of i ❑Not Applicable the building insulated >= R-6 for ffi4 ,t diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ,,. ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR1712 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to zR-3. ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not �• [-]Not Observable <; ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 2-11-3. ❑Does Not ❑Not Observable ❑Not Applicable _�. ..-.......... - .._.. ..-----.--- _. __._.. _...._...._.. 403.6 Automatic or gravity dampers are " 5❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ;,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J3 Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 4 of 9 ' ^' r . . ^ Project Title: 373BROADVVATERS Report date: 09/27/18 Section plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptlons &Re .ID 303.1 All installed insulation is labeled vx ❑Complies Requirement will be met. [IN13) or the installed R-values X � ..'❑Does Not provided. ^.a, � ,. . Ilk* tiF � ❑Not Observable w ' ",[]Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1)1 ❑ Steel ❑ Steel ❑Not Observable 91, ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and .:';h_"r..:,` „«❑Does Not [IN2)1 in substantial contact with the underside of the subfloor, or floor Not Observable framing cavity insulation is in "'❑❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable (IN3)1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4)1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 6 of 9 section Plans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &Reg.111) 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable _ 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F[22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies Requirement will be met. [FI1711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met [FI2711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F12411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Exception: Requirement is [F1912 installed for control of primary ❑Does Not not applicable. heating and cooling systems and ,initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [F110)2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable _.. .._._.. .._.._..._._.. .._. ._.. 403.5,1 Circulating service hot water ❑Complies Exception: Requirement is [Fl1112 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitied.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req,ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [Fi25]7 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. „' >, ,[:]Not Observable ❑Not Applicable 403,2 Hot water boilers supplying heat P ~ •.•? ❑Complies Exception: Requirement is [F126)2 through one-or two-pipe heating k, t ADDoes Not not applicable. systems have outdoor setbacks ;; ' ,., .r,. :•: ❑Not Observable control to lower boiler water > : n r. _< .; temperature based on outdoor >``'. °" _ []Not Applicable temperature. ,w a. <• 4e?� w ;. . 403.5.1.1 Heated water circulation systems '❑Complies Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for n, circulating hot water system F - pumps start the pump with signal . :,. .',,,r for hot water demand within the r . ` occupancy. Controls automatically turn off the pump .. ;t•,^ " when water is in circulation loop is at set-point temperature and no demand for hot water exists. _ 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the w [:]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the r F= •� piping. 403,5.2 Water distribution systems that $ ❑Complies Exception: Requirement is [FI30]2have recirculation pumps that ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated g., ❑Not Observable water source through a cold n ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature x of the water entering the cold water piping to 100F. 403.5.4 Drain water heat recovery units .<_e•- „"r, ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA °"' _ "❑Does Not not applicable. 855.1. Potable water-side ' pressure loss of drain water heat 'J" "` ❑Not Observable recovery units< 3 psi for ;' ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent °' " ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. 4 =..,•+ _ ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;t_k h r" �❑Complies Requirement will be met. [F[23]3 no continuous pilot light. ;" '❑Does Not ,❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 8 of 9 I'$t t Section plans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. (F17]2 []Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. (FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 373 BROADWATERS Report date: 09/27/18 Data filename: D:\Current Projects\Martz\Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.20 Door CoolingHeating& Heating System: Cooling System: gEze Water Heater: Name: Date: Comments From: Richter,Jamie<Jamie.Richter@town.southold.ny.us> To: 'tmartzjr@aol.com'<tmartzjr@aol.com> Cc: Collins,Michael<michael.collins@town.southold.ny.us> Subject: RE:373 Broadwaters Road Date: Mon, Feb 5,2018 7:40 am Ted Along with the drainage swale for the driveway and curb cut entrance as approved by the Planning Board, this stormwater plan meets the requirements of chapter 236 Jamie James A. Richter James A. Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: hht ://wxA-w.sotitholdtoxti-nny.gov/index.aspx'?nid=195 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information It is solely for the use of the intended recipient(s) Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication From: tmartzjr(daol.com [mailto:tmartzjr(&aol.coml Sent: Saturday, February 03, 2018 11:56 AM To: Richter, Jamie Subject: 373 Broadwaters Road Jamie: Attached is the revised survey indicating compliance with the Stormwater Management Plan for roof run off for the proposed additions and the current cottage. The changes indicated are those which were discussed at our last meeting. Please advise this now meets the requirements of your office as I am nearing my submittal to the Building Department for a permit for the additions and renovations. Thanks, Ted Martz Jr. (516)-343-7143 D VIE s OCT - 1 2018 October 1, 2018 -f 'T6 Td Town of Southold Building Department PO Box 1179 Southold, New York 11971 RE: Permit#42746 373 Broadwaters Road, Cutchogue Strapping photos attached. Theodore C. Martz Jr. 145 Ryerson avenue Manorville, New York 49 (516)-�3-�'143 RECEIVED JAN 112419 ZONING BOARD OF APPEALS January 8, 2019 Town of Southold Zoning Board of Appeals PO Box 1179 Southold, New York 11971 RE: ZBA File#6844 SCTM# 1000-104-12-6.3 373 Broadwaters Road, Cutchogue, NY A building permit has been issued for these premises and construction is ongoing. This is to request the 2"d extension of allowed time to procure a certificate of occupancy. /Ryers . , rk 11949 (516)-343-7143 Via: Regular Mail e-mail- KimF @SoutholdTownNY.gov 30- 35 /t4� DWELLING ty W/PUBLIC WATER J� h e 1'� PROPOSED S' N 3 MON. 0.7'N5 DRIVEWA S6 8'10"E _ 176.74' PROPOSED DRY WELL o, ;;:.':•'•.',' 8'DIAx5'DEEPk � t0 toUNDER GROIJND�;• •�.Z,:.:• LOT 188 t "� fel E 0 SER1Ac�kr **� D INAGE PIPE :- <-' _ LAND N/F •ISITNC OF LYNDA do ROBER REHMI �`� PORTION OF %:: .' :. � \EXISTING 46.9 ;;•.7? :: �,.. ♦ ,' CRUSHED STC ` i DRIVEWAY TO REMOVED DWEW W/PUBLIC TERI = _ _=__"o•-•• `I+x I 40 + 150' 20 I _4 DRAINAGE PIPE N EL 30.0 17 =_==No 0 o. N (.3 BEDROOMS TOTAL) S. 24' ------= N I�tO ADDITION pp 12.0 W/CRAWL R OPfT1ppt ED �j1N EL(31.5) . W/CRAWL EL(31.5) rA N dam+ C CQ C M r I o � D N C: MAX. WABLE CLEARING IS 50X OR 20,049 F. Z I ( 40-49 SOUTHOLD TOWN CODE) Z rrl C: I o o The existing sanitary system has been certified I as acceptable by a licenced design professional. This approval makes nut representation on the Part of the Department as to integrity of the - - existing sanitary system. NATURAL AND UND MON, R AREI 66°48'1 "W LOT 202 DWELLINGS LAND N/F W/PUBLIC WATER OF 150'—•- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES XAVIER FLEMI G H.S.REF.No. Based on the information submitted,it has been determined thgt this Project does not require additional sewage disposal or water supply facilities. Total Maximum Bedrooms { SETBACKS LOT 2: MAY Date -� FRONT 50'MIN Office of wastewater Management REAR 60'MIN SIDE 20'MIN (40' TOTAL) DRAINAGE CALCULATIONS: 20% LOT COVERAGE AREA: 40,097.75 S.F. or 0.92 ACRES EXISTING DWELLING & COVERED PORCH W/PROPOSED ADDITIONS-1,290 SQ.FT. UNAUTHORIZED ION OR ADDITION TO THIS SURVEY IS i MAP NOT BEARINGNG THE THE LANG SURVEYOR'S EMBOSSED SEAL SH 1,290 x 0.166=214.14< 215cf REQUIRED ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED � LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS r (1) 8'DIA x 5' DEEP DRYWELL=221 cf PROVIDED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROP NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUI OF NEI,t, AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDE[ `,- SURVEY OF: P/O LOTS 189 & 190 INCL. �PG�, SL ! 0 � �,� MAP OF:AMENDED MAP A" OF NASSAU CLUB POINT PROPER71 FILED: JUNE 28, 1922 No.156 0 S SITUATED AT: CUTCHOGUE TOWN OF:SOUTHOLD r l 1 ,• •tA REVISED 05-14_18 �.0 02,0,90AREVISED 01-23 18 SUFFOLK COUNTY, NEW YORK ' 9�FPSGI��P� REVISED 01-09-18 FILE X27-36-2 SCALE:1"=30' DATE: APRIL 30, 2C R01 IS.C.T.M.# DISTRICT 1000 SECTION 104 BLOCK 12 LOT 6.3 4bLn OCT - 1 2018 DWEWNGS t�� W/PUBLIC WATER +— 150'—► r K •"'.'...�� -0-, NYTJ5 _ ••-��X/SrjNG DAD N. R.�l 80 S 61"07'3p,, E WA \ 'MAP 15_. 20 NYT#5 RS 1 (60) A205.52' ROAD ri£ LINE EL 29.4 MON. �+ / � 25.32 cry 25 � LIL#4 W j o � ,� � r I--1 0-j W 30 I 30 r 35 �P6O MCI) ! OMMON DRIVEWAY 00 � AREA. DWELLING P �c89'29'20" W W/PUBLIC WATER � W i ) 25.00' p 25' .01 � L. O'of W I Z (OI e� PROPOSED STONE ca , MON, N.0, 35 DRIVEWAY 7'N B ;• S6 8'10"E 176.74' I PROPOSED � -- _--- — 25• 5' I M❑N, LAND N/F DRY WELL 1 X2.0' OF x 8 DIA 5 DEEP cd �. .••i:.�• ANNIE I NT M •GROUND,• .':.. A E & CRAG CA EL 0 Lor 188 I �, =. �. . D (NAGE PIPE / _ :•ELEC. SERVICFIr � :, .• N8 );Z7' =.:-' .T<- -�-:� Lor 191 LAND N/F / •- , �� ;: .: •:'::: ,••:::.: _, .. .._. .._.._. _.J / ISITNG WATsFR RVI0�(_ OF LYNDA do ROBER REHM I % 20,00' / `,:.:. :.\.•::. PORTION OF _ k:;;.....,:. f `�\EXISTING 46.9 :::.22:::: : :N:$� i CRUSHED STONE '.:.::'•: �s�y> w=�'i �� ,�� DRIVEWAY TO BE �� REMOVED DWELLINGS d,;.•.Ff W�:::: 1 '--DRAINAGE PIPE 40 DWEWNGS W/PUBLIC WATER 3 .5' 'W(G :::' ` W/PUBLIC WATER -•-- 150' ) I ...�2r4 _____= 150'—� 20 12 0 EL 30.0 17 -__- S.C.T.M.# DISTRICT 1000 SECTION 104 BLOCK 12 LOT 6.3 DWELLINGS W/PUBLIC WATER +- 150'--� -0j NYT15 RO A,R. lN 80 . S 61`07'34 E AD MAP _ NYT#5 TARS •,, MON, i (50'� �T O,A IRREGULAR /� T/E LINE CURVE 245.52' "'��Y jl C) EL 29.4 MON, 25.32 I , / LIlJ4 W of Z of m zz mo ' COMMON DRIVEWAY cQ on I AREA. DWELLING P i zN : N 89'29'20" W W/PUBLIC WATER �, _ _ 25.00 o i 25' j o�C '0I s'- PROPOSED STONE ICD MON. DRIVEWAY I 3 0.7'N e i S66 8'10"E 176.74' I I PROPOSED ------ ------- - 25• 5' MON, LAND N/F DRY WELL r:�.:.;. :... •.. .•:. .... . . IAx5 EEP 1 co :'::::•::::: 8 D D to UNDER GROUND `=:' ANNIE & CRAIG CANTELMO LOT 188 DRAIN �� ELEC SERvCEt C- r._` _1-+'r'. J 8.2`•' AGE PIPE f LOT 191 LAND N/F _ . ._.. . . OF / IS)7NG WATER RVICE, , LYNDA & ROBERT REHM 1 // 20,00' /2 4::: '::: go a �� / PORTION OF DWELLINGS 46.9 .....�:>;: : ::N. w �:.cv:� EXISTING W/PUBLIC WATER OSn :w;` q �� .' CRUSHED STONE 30.1' - _ 50'_''`'`` fR��NG::.. p DRIVEWAY TO BE REMOVED �- 150' o. 33.5'-- _ �'::::W�•::.;:::::;::: :. 2 O ' o 0$ DRAINAGE PIPE 1 PROPOSED _=±_ N # 120 -14 Is ADDITION 17� _'__ t 1 S 24' "__= N PPOPOSED ADDITION I I 1 C�2 1 L,P, O R y 1 C) C D C) 1 C%2 06 I 0 C: D N MAX. ALLOWABLE CLEARING IS 50% OR 20,049 S.F. m ZG I (240-49 SOUTHOLD TOWN CODE) 1 z D Z I O I CQ D 1 �-1 1 20' ELEV. 29.4 _ _ _ 1 OL DR BROWN ANDY LOAMrri 1 - - - J SM BROWN SILTY SAND 3.5 C1 NATURAL AND UNDISTURBED PALE MON, BUFFER AREA BROWN FINE N66"48'10"W SP To MON. MEDIUM LOT 202 DWELLINGS 200.00' SAND LAND N/F W/PUBLIC WATER OF �- 150'—�- XAVIER FLEMING NO WATER 17' K.WOYCHUK LS SETBACKS LOT 2: 12-22-07 FRONT 50'M1N W W47ER SUPPLY, WELLS, REAR 60'MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONSLS AND B D SIDE 20 MIN (40 TOTAL) AND OR DATA OBTAINED FROM OTHERS DRAINAGE CALCULATIONS: 20% LOT COVERAGE AREA.- 40,097.75 S.F. or 0.92 ACRES ELEVATION DATUM: NAVD88- r-M_-- EXISTING DWELLING & COVERED PORCH W/PROPOSED ADDITIONS=1,290 SQ.FT. UNAUTHORIZED ALTERATION OR ADD/TION TO THIS SURVEY/S A WOLA77ON OF SECTIION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 1,290 x 0.166=214.14< 215cf REQUIRED ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7ITU7I0N, GUARANTEES ARE NOT 7RANSFERABLE. (1) 8'DIA X 5' DEEP DRYWELL=221 cf PROVIDED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: P/0 LOTS 189 & 190 INCL. CERTIFIED TO: THEODORE C. MARTZ JR.; MAP OF:AMENDED MAP "A" OF NASSAU CLUB POINT PROPERTIES INC. FILED: JUNE 28, 1922 No.156 SITUATED AT: CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 01-23-18 SUFFOLK COUNTY, NEW YORK - / Professional Land Surveying and Design REVISED 01-09-18 ego& P.O. Bog 153 Aquebogue, New York 11931 FILE #27-36-2 SCALE:1"=30' DATE: APRIL 30, 2007 PHONE ` N.Y.S. LISC. NO. 050882 maintaining therecords of Robert J. Henn-1588 FAX essy 831) 8 ssy & Kenneth lloychuk KEY MAP S.C.T.M.# DISTRICT 1000 SECTION 104 BLOCK 12 LOT 6. 1 rrr r r r r r BROADWATER COVE' DWELLINGS WIPUBLIC r r r r r r r r WATER 150' ZONED R-40 r r r . -0-, NYT 5 l� rrrr �Q .B �• •rrr.-. SR 9G A rrrr = Q + D WA TE •. NEWLY INSTALLED APRON r — �� (50' ` wA�ER HAYwATER COVE— SUBJECT SING AS PER SCWA TO REMAIN. r _ _ N NYTJ6 R '' D- 20 80'A4AP 0 w.M. A D_ '• yA R�iRS ��o 15 20 NIT 6-OA 5"0 K xa / 5"OAK S 10073 3 „ / 0"OAKEXIST/NG g lE LINe GU EET TREES 05-52 R R ,:`,:: :;`:;•:;;:.:.... 30, 40.44 S.F. or,.0.71 ACRES EL 29,4 s"oAKMON, �y AL WABLE CLEARING IS'50% OR 15,470 S.F. li B"OAK ' 240-49 SOUTHOLD�TOWN CODE) ^ /2 -` ap Q 8 f TO BE EXCAVATED AND BACKFILLED / U7 WITH SELF STABILIZING GRAVEL (12 cy). W — ADDITIONAL _ _ _ — PROVIDE BASE LAYER OF (8 CUBIC YARDS) ;11 ANGULAR GRAVEL. PROPOSEU�'� COVERED WITH (2 CUBIC YARDS) SMALLER SIZED 14 INTERLOCKING ANGULAR GRAVEL. co 0 _-- _ DRESSED WITH (2 CUBIC YARDS) FINAL LAYER OF 1'57 NICKLE SIZED ANGULAR GRAVEL. co i CLEARING R� 0 700 S.F. RUNOFF CONTAINMENT AREA "A" 30 f1 I 14,750 CLEARING RJMARY B 10'' �y S:. or 4 \-*- SA LOP -{ o DRAINAGE CALCULATIONS: y C� z WOOD STEPS o d+ "� 30 DRIVEWAY LOCATED WITHIN THE RIGHT OF WAY AND ON LOT 2: 3.845 S.F. A AREA " = 592 S.F. AREA "B" = 3253 S.F. rn / , 1..'::::.'r• CONC. .. 35 m, z 54 7 pA _ (n<x,_ d C1 CONTAINMNET AREA A": 592 SQ.FT. 121;.%. ::.i?; ;;>:.:..r ;iii>a -�,- ... „, / z i':•'•:•:>:..::;;;:i:ii::. :.::t• 9't:;:, ;y:. :i::::t;:::t:t•:: Q.. HIGH POINT 592 x .166 98.27<99 C.F. REQ. PROPOS E�1 ................�9,•....:.: .:::..::::.::::::.::.: y�:. D UNOERG UND �t:...............t::z:: : :::::::::::::::: ITt Z' GRAVEL CONTAINMNEi AREA (30R VOID) "I ELEC. 5 CE ;•i;.12•ti `? :?i: : >::'7 ,SN F...:.....;;>':.:;::i:: :: .•..:� " �:. PROVIDE 330 C.F or 12 CURDS OF GRAVEL C ... ; .:.• 555 °';:;:,.N. X4.2 "�'7 .5' ;y>: C: DWELLINGS W/PUBLIC r _ 2.- :'Q?• U1• CONTAINMNET AREA "B": 3253 SQ.FT. D U.P 0 .22�F' ———— _'i;::16•.. WATER 150' 3253 x .166 — 539.9<540 C.F. REQ. p.< Z -Coot--—— :•_ t}•'. ZONED R-40 500 S.F. SWALE WITH AVERAGE DEPTH OF 1,5' (T O 25.3' $1 110 -` ' _C• 4• PROVIDES 750 C.F. DWELLINGS W/ USLIC C ly S .w WATER 150' D z 7n 36.5' � •' •..J`'. ZONED R-40 ;T 2.5' 0•-. 25°I RUNOFF CONTAINMENT AREA "B" y N o) C a L P. of �(� • :..:: / PROPOSED EXISTING jSH 0 LOCATION 5; •``'' : f : I` 70 BE I� '.: ,.' ~..nMa ENCROACHING :'..,. •.;' w / Q RELOCATED o .`>:" N PORTION OF �;.,1 REBAR o .'35'-' EXISTING STONE I �., :.:. EVERGREEN DRIVEWAY TO BE PROPOSED SWALE EVER 4 R NS REMOVED ' 3 (500 S.F x 1.5' DEPTH) I t (750 C.F. PROVIDED) PROPOSED LINE OF DIVISION / ! D.rN :.56648'10"E' ::°201.79' ... . REBAR / ! EXISTING CRUSHED. STONE DRI SWAY;;;:p �H•.. •:X, c , ,. X2.0 / j � M ��RS•, Q�EO.••��•: . �r .:_ ::. - .:y..�� •.':_• ':8.20 _ t / I tD 1N2;WATT R5 .. E O, EXIST GCOVEifE-. ., „ Q ORCH:; '. ':� !STING HIGH POINT 20 G0' / . 70 BE RE-GRADED / ! "'''''`"'' TO ALLOW RUNOFF TO•' A•: A95 .�OVf RED 46. ' ........ :1.:;;:;:1;:;• ORCH ENTER SWALE. j c'w=_:� CRP��•''': ADD ADDITIONAL —— }---.,L..__-- / MII - STONE TO MAINTAIN — / � 3 .5' I PROPER PITCH TO SWALE. EXISTINCLEARING 1 17' PROPOSED ADDITION 11,00 S.F. o. 27.48 / S, 24 (250 S.F MIN) I 1 / / ! I HEREBY CERTIFY THAT THIS MAP WAS MADE OX MAX. CLEARING: / / FROM ACTUAL SURVEYS COMPLETED MARCH 28, 2014 048 I AND THAT ALL CONCRETE MONUMENTS SHOWN THUS: MMON, Cit j L.P. 45I nT 191 HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL AND GEODETIC DETAILS ARE CORRECT. W /CQ/ ! w 40,0917.75 S.F. or 0 2 ACRES / ELEV. 29,4 LOT 188 I 0 MAX. ALLOWABLE CLEARING S 50% R 20,049 S.F. J \ (240-49 SOUTHOL TOWN C?DE) C DR BROWN C7 / In o I c:> / OL SANDY LOAM 1. / j LOT 189 0 N LOT 190 j o Q KENNETH M. WOYCHUK LS LISC#050882 C ! w�� ! /� 50 sM s8n SAND �' / / i o x o� ; / T(r4rt of So ,troll 3.5 _ O Couet►ants&Restrictions ...... m . ENVELOPEz _LU_a;4 . " R 2 J 9 PAGEJ5 _zPALE ---o - _--_-- CQ . BROWN FINE / O o rL I / T3': 1 of Southold SP TO Q 0 a CC iment5 Lit Restrictions MEDIUM SAND / 2 Z � PAGE SS� -� . . . Nl3TSAND BUFFER AREAT �E / APPROVED V No WATER 17' / / / / / / // // 5b // Rt.AUNING BOARD BY: K.wOYCHUK LS N66"48'10"W DWEw S W/PUBLIC MON. 12-22-07 WA R 150' --+— 200.00' TOWN OF SOUTHOLD LOT 202 Z0 ED R-40 NEW CESSPOOLS INSTALLED UNDER DATE SCDHS# R10-08-0023 & OPERATIONS PERMITS • ISSUED BY TOWN OF SOUTHOLD #4151 R & 4152R ON DEC. 27, 2013 PROPOSED PREVIOU LO Y APPROVED CHANCEWITH TAPPROVAL SS HE TOWN SOUTHOLD D AS —FINAL— BOARD OF ZONING APPEALS ON MARCH 23, 1978 AS APPEAL #2400. ;�; ROAD & DRAINAGE PLAN ;01 • � 1 �, SETBACKS Lor 1: SE78ACKS LOT 2: I� pO 3LAND DIVISION AT BROADWATERS 0,940.44 S.F. or 0.71 ACRES 40,097.75 S.F. or 0.92 ACRES � A U G Q (1 2017 FRONT 40'MIN FRONT 50'MIN REAR 50MIN REAR 60MIN OWNER: THEODORE C. MARTZ JR.; SIDE 15'MIN (35' TOTAL) SIDE 20'MIN (40' TOTAL) 145 RYERSON AVE. 1;arnR --j20% LOT COVERAGE 20% LOT COVERAGE MANORVILLE NY 11949 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOO LOCATIONS SHOWN ARE FROM HELD OBSERVA71ONS TYPICAL PLOT PLAN EXISTING MONUMENT gMON. AND OR DATA OBTAINED FROM OTHERS. (3-4 BEDROOM) ZONED R-40 PROPERY LINE EXISTING REBAR UO NAVD88 AREA: 71 ,038. 19 SQ.FT. or 1 .63 ACRES � ELEVAAON DATUM: _��_�_� _ ALL PIPE MIN 4'DW UNAUTHORIZED ALTERA770M OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STA TE EDUCATION LAW. COPIES OF 77-IIS SURVEY 10) PRECAST CONC. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN SEPTIC TANK ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7I01V PRECAST LEACHING POOL(S) 8'DIAx12'DEEP LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S77?UCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE DWELLING NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17701VAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 189 & 190 INCL. I CERTIFIED T0: THEODORE C. MARTZ JR.; } MAP OF: AMENDED MAP A" OF NASSAU CLUB POINT PROPERTIES INC. ABSOLUTE ABSTRACT INC.; 6 MIN `x �` 0'--!Ln FILED: JUNE 28, 1922 No.156 FIDELITY NATIONAL TITLE INSURANCE CO.; Lr MIN a I; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC to _••_. ............. SUFFOLK ia_ SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design EXISTING WATER MAIN REVISED 07-31-17 r'Ir P.O. Box 153 Aquebogue, New York 11931 REVISED 06-26-17 FILEPHONE (831)298-1588 FAX (631) 298-1588 127-36 SCALE: I"=30' DATE:APRIL 30, 2007 N.Y.S. LISC. N0. 050882 maintaining the records of Robert J. Hennessy do Kenneth Y. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 104 BLOCK 12 LOT 6.3 DWELLINGS W/PUBLIC WATER -t— 150'--► -Q.) NYT#5 fX/STjN R � .114 1ER M ,Cf O �•j�N. � S 61 07'30" COO NYT#5 MON. j (50') ^ JRREGULAR CURPO /�Dj� ^I TIE LINE VE '205.52' EL 29.4 -0� 125 32 MON. ' LIL#4 W � o 10 ! m z z �Qy COMMON DRIVEWAY AREA. DWELLING P �C N 89'29'20" W W/PUBLIC WATER 01M j 25.00' p 25' o i00 e l PROPOSED STONE Z I CD I ! M❑N, s t DRIVEWAY 0.7'N S66 8'10"E 176.74' I I PROPOSED .�;. ------ ----- 25. 5' ! MON. LAND N/F DRY WELL 1 ` ,�9' X2.0' OF 8 DIAxS DEEP gyp .. ANNIE & CRAIG CANTELMO NDER GROUND;, ��:r. _.J g,y" LOT 188 ( � U ��'=' DRgINAGE PIPE _ _�' :•ELEC. SERV�QEi.; =,�- �:�:.:�T�. NQS Lor 191 LAND N/F ., i� �� :'.:; •':�. .?:�..,• _.. _.._ . OF I f t0 EXISITNC WATER RVICE LYNDA & ROBERT REHM ( % 20,00' PORTION OF _ ...; a s / EXISTING F 46.9 ;;:�2:;;; ;:;, / CRUSHED STONE DRIVEWAY TO BE 1 �' REMOVED �.� DWELLINGS ( �:: c�W� ;;;: Imo—DRAINAGE PIPE DWELLINGS W/PUBLIC WATER 38' �`;•.W .-:::..•....:•. W/PUBLIC WATER -•— 150' o :i.. ___ = 150 —► 2 0 20.5 FOUNDATION LOCATION _______ AUG. 12, 2018 1 'N.----- �'\ i 3 ' 10 - ' �'`� � 0 5 201 ...I 1 30.5 I 'Rupp rA n W Z 2 Cl �,r I (�� Sc �C�s FB FOLK COUNTY D1?►� I O FATE Pei ARTIMENT OF HEALTH SERVICES C b-I 1 VERT OCT. 25,12018 CATION O �' C MAX. ALLOWABLE CLEARING IS 509 OR 20,049 S.F. o O .A'O. - O nt (240-49 SOUTHOLD TOWN CODE) I Cq Based 1?�tf 7Yd'=ltion s;+ 111.1 is '`x Il' h�s l'ot req etl determilied that thisZ uirw acfci,.�,,.,3{C1 1';'•tn�, . e ds- ot W to sup l Za,,.. y..�=!ii!::::. i it=::,,;il�s::�;roo: s _ -._7dcit ELEV. 29.4 I 20'C ^' OL DR BROWN Office of l'>astcw7t(': 1an.�:;elne;- _ — I t!1 ANDY LOAM 1, M P RI U V 1,2 5 a lO vp — - _- - — - - — _ — SM BROWN SILTY SAND 3.5 NATURAL AND UNDISTURBED PALE M❑N, BUFFER AREA BROWN FINE N66°48'10"W SP To M❑N, MEDIUM LOT 202 DWELLINGS 200.00, SAND LAND N/F W/PUBLIC WATER CF 150'—+- XAVIER FLEMING The eXiSting sanitary S70cm has been Certified NO WATER 17 as acceptable ire, �# ',si^n J'it'ofessi0nal. — This 2;i��3ov-%', t1:�`�;: �!:; I�.if1"L",5�7?(�:;1{310 on the K.WOYCHUK LS py Tt of the Deiv�S'kLtit"n?..ct4; to integrity Of til8 SETBACKS LOT 2: 12-22-07 existing santaiy systcna. FRONT 50'MfN THE WATER , WEUS, REAR 60'MIN LOCATIONS SHOW ARE FROM FIELD OBSERLS V A ONS CESSPOOL SIDE 20 MIN (40 TOTAL) AND OR DATA OBTAINED FROM OTHERS DRAINAGE CALCULATIONS: 20% LOT COVERAGE AREA: 40,097.75 S.F. or 0.92 ACRES ELEVA770N DATUM: __ NAVD88 EXISTING DWELLING & COVERED PORCH W/PROPOSED ADDITIONS=1,290 SQ.FT. UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 1,290 X 0.166=214.14< 215cf REQUIRED ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. (1) 8'DIA X 5' DEEP DRYWELL=221 cf PROVIDED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7H£ PREMISES AT THE 77ME OF SURVEY r� SURVEY OF: P/0 LOTS 189 & 190 INCL. CERTIFIED TO: THEODORE C. MARTZ JR.; �r aMAP OF:AMENDED MAP 'A" OF NASSAU CLUB POINT PROPERTIES INC. D FILED: JUNE 28, 1922 No.156 REVISED 10-25-18 �� 1 4 � i� SITUATED AT: CUTCHOGUE REVISED ADD PROPOSED DECK 10-16-18 TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC "'01.,D in-'7 _J„" _y, REVISED 05-14-18 _ SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 01-23-18 P.O. Bos 153 Aquebogue, New York 11931 1 OFAN OF sou-iL/cl-L'=' REVISED 01-09-18 �� C� 7 V b FILE #27-36-2 SCALE:1"=30' DATE: APRIL 30, 2007 PHONE (831)298-1688cordsfRobe FAX (831) Kenneth 8 1J N.YS. LISC, N0. 050882 maintaining the records of Robert J. Hennessy de Kenneth 1f. lloychuk D � 1. Block exterior stud walls at half story heights and at unsupported edges of exterior NAILING SCHEDULE Notes and Specifications sheat hing PER TABLE 3.1 WFCM 2015 l 2. Provide cross bracing at joists, studs, and rafters when spans exceed 8'-0" GENERAL NOTES: it is the contractor's responsibility to keep this construction document on site at all times. It is 3• Top plates to be doubled and lapped at corners. JOINT DESCRIPTION also the contractor's responsibility to read all notes, specification and be familiarized with the 4. Apply all conditions addressed in fastening schedule as necessary. NUMBER 4F NAILS NAIL SPACING ROOF FRAMING 1.All work shall conform to national, plans prior to work. 5. Provide all nailing and strapping as per the drawings and as required by codes. state,and local codes. ,Rafter to top plate (toe nail) 4 -8d Common Per joist Ceiling joist to top plate 2.All unnoted or non-visible easements 6. At "wet wall" parallel to joists frame double joist as per code. Generally, separate double i General: joist the thickness of wall above. Sub floor shall never exceed a 16" span. (/toe nail) 4 -8d Common Per joist are the responsibility of the owner/ 1. No work to start until approved plans are obtained from the building department. 7. At rough openings rovide all applicable nailing and strapping, Ceiling joist to parallel Rafter (face nailed) 4-16d Common Each lap gp p p g contractor. 2. All construction shall be performed in a workman like manner. All dimensions, conditions Ceiling joist laps over partitions (face nailed) 4 - 16d Common Each lap i r applicable information of existing site shall be field verified by general contractor. Glazing, and doors: 3. Itis rizehithe self rs with responsibility f Collar tie to Rafter(faced nailed) 3- 10d Common Each connection j familiarize himself with all aspects of and these documents prior to beginning any pp g 1. All lass to be insulated low-E. Unless otherwise specified. ,Blockin to rafter toe nailed 2 -8d Each end 3. All work shat{ conform to national, state, and local codes and all authorities Navin g p � g ( ) i j urisdiction. 2. Glass doors and windows shall not be installed until proper clearances and provided. /builder. 3. All sliding glass doors, skylights, and any glass unit installed within 18" of finished floor shall Rim board to Rafter(end nailed) 2 -- 16d Each end i work. 4. All unnoted or non-visible easements are the responsibility of the owner 4. These drawings are the property of WALL FRAMING Victor Cuneo Architect PC. Victor Cuneo 5. Any omissions or discrepancies of plans and/or job conditions shall be clarified with the be of insulated tempered glass unless otherwise noted. architect/en engineer before proceeding with the work � ' Architect PC retains all common law g p g 4. Al! glass units shall be installed in strict accordance with manufacturer's specifications. ,Top to Top plate (face nailed} . .. . 2 - 16d ....per foot.,.. _..._...._..... ..._._..-. ..................._.._. statutoryand other reserved rights i n n,, Cf�D � . 6. No deviations or changes to fine structural system shall be made unless approved by the 5. All windows to be caulked and sealed as per New York State energy conservation code. ;Tap plates at intersections (face nailed)- _ _ _ 4 -1.6d eroinUeach side ! ! �- p__1.... .__ including the Copyright therein. Victor architect/engineer 6. Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit ;Stud to Stud (face nailed)~ 1.1.11... 2 -16d 24" o.c. � 7. Contractor to verify dimensions of foundation with floor plans before the start of framing. when within 6" of an exterior surface. ..._........___..__._ . _ _._....._._....____...�.._.._..__......... ...... ....... ... .....1111. ..,._._., _: Cuneo Architect PC bears no 'Header to Header {face nailed} � 16d 16" o.c. along edges _ � x. ' ' � responsibility for their unauthorized use 8. Dry wells to be installed as required by state and local codes _.� _.o__ _ _ _.. - .__r� __._ . _ ._.. l� 7. All exterior doors are to be weathered stripped and provide all screens and hardware ;Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud _ �� Mn f 5. Victor Cuneo Architect PC shall not drawings, written dimensions take precedence necessary for proper function of such units. 9, Do not Scale 9 - per 2 x 6 stud control not e 10. Builders are responsible for all inspections, approvals, certificates, cert. of occupancy or 8. All glass is to be free of scratches and imperfections. Glass should be guaranteed by the 3 16d p co rolnorchargeofandshall b f . .. .. .. .. ... .. .. ., ...,1111... 1111. .._. ._. ... 1111_. 1111.. .e......e.a__..,_1111..1111_.._ .,. ._.... 111,1._. ... ... ,.. j 4 - 16d per 2 x $ stud S responsible for construction means, completion and U.L. approval. manufacturer for a period of 5 years. ,_._. ._.. ..._...____....._...__._______.._..___...___..__ ._. __...�...._.__.__._..__._. . . ...._. ._.........._.. _..._......._._.__.______.___._._.____ _1__.1. __. __.._ ____1__11_,1_.. --- 1__111. .__; methods,techniques,sequences,or 11. This set of drawings Y s is the property of Victor Cuneo, Architect. 9. All windows to be Andersen unless otherwise noted. If contractor is to substitute with (Bottom plate to Flr.jst, Bandjst, EndjstorBiking (face nail) 2 - 16d per foot procedures, or safety precautions and 12. The contractor shall obtain alll inspections necessary for a certificate of occupancy. another window manufacturer it is the responsibility of the contractor to verify that the characteristics of the window match the characteristics of the Andersen windows specified. programs acts omissions 13. The contractor shall keep premises reasonably clean at all times. At the completion of p FLOOR FRAMING the acts oromissions of the contractor, work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and The characteristics are as follows, but not limited to: Design pressure, rough opening, u- Joist to sill, top plate or girder toe nailed 4 -8d g ............... ..............................._............}................................_..................._............_..........._.............._..............__.._ ._.__....m.........................................._............_........Rei joist................. . . . i ^ subcontractors or any persons performing leave work floor clean. factor, light area, vent area, and egress requirements. - G�dd,v, or of any ofr shall carr w©rkman's Com ensation and general liability insurance. All shall B..... .,_ -1111 _111 1_ .. _. _11.11.. !6 e-Ganemtocawoou� the workineaccodance B ri4ging to joist (toe nailed) 2 -8d each end14. The contracto y p _..__. ._.________._..__._.._..._ ..._...W___......... .. ....__. .._. carry Blocking to foist(toe nailed) 2-8d each end d local ciodes and ordinances. Gypsum wallboard: ........................._.._............___._..._..._____. comply with state an .................................._..-,._............__......_.........._....._.._..........._.._......._............................_ ......................................._....._...................._.........................................__............_... ............._.............. w the contract documents. Blcokin to sill or to late 1 15. The contractor should fully guarantee his work and the work of the sub-contractors fora 1. Gypsum wall board systems shall be of a tape joint and joint compound method. gp p (toe nailed) � 3 -16d each black period of at least one year after completion of project. 2. All gypsum board shall be '/z" on walls and ceiling, unless otherwise noted. Water resistant �Lecger strip to beam (face nailed) _....._._...... .. .... 3- 16d each joist I p PP 16. The contractor shall indemnify and hold harmless the owner, architect/engineer and their (WR.) at bathrooms and where deemed applicable: Joist on ledger to Beam (toe nailed) __.-__.____.. 3 -8d per joist i es loses and expenses, including 3. 5/8"; one hour rated, type X sum board on ceiling and walls (where applicable) at heat (Beard joist to joist end nailed / 'J]� agents and employees from and against all claims, damages, p YP gypsum _ j joist } ___ _ 3- 16d per joist r�(�� c�f S�r[•v attorney's fees arising out of or resulting from the performance of the work provided that producing equipment to extend three feet in each direction beyond the unit(s). Also at - - -1 _. - 1111__ .... ....._ 1111 .._.__-__�_��_�____.________.---._T_________.__.____._._ _.---.__.__._�... y g g P Bard joist to sill or top plate (toe nailed) 2 - 16d per foot any such claim, damage, loss or expense (A) is attributable to bodily injury, sickness, heat producing equipment, concrete floor or if placed on wood frame, install concrete disease or death or to injury to or destruction of tangible property (other than the work panels of 518" thickness minimum. ROOF SHEATHING itself including the loss or use resulting there from). (B) is caused in whole or in part bt 4. Finish joints, j-beads, nail dimples, corners, and edges shall be taped and receive three Strtctural panels Interior Zone - 111 1 8d 6" Edge/ 12" Field any negligent act of omission of the contractor, an subcontractor, anyone direct) or coats of joint compound, Allow 24 hours to dr between coats. Final coat to be sanded _.. y y Y 1 p Y Strtctural panels perimeter edge zone 8d 6" Edge/6" Field indirectly employed by any of them, or anyone for whose acts any of them may be liable smooth. regardless of whether or not is caused in part by a party indemnified hereunder. 5. Metal corner bead to be used on all outside corners and around all openings. CEILING SHEATHING 17. All materials, assemblies, and method of construction including but not limited to form- 6. Fasten gypsum board as per fastening schedule. Gypum Wallboard _ 5d coolers 7" Edge/ 10" Field work, block-work, framing, nailing, placing of concrete, etc. are to be carefully supervised WALL SHEATHING - by the contractor to be sure they are in accordance with the drawings, specifications, Asphalt roofing shingles: applicable codes and good practice. Deviations from the drawings and specifications will 1. All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved Strtctural Panels 4' Edge Zone 8d 6" Edge 112" Field not be permitted without written authorization of the architect/engineer. equal. Strtctural panels Interior Zone 8d 6" Ed e 112" Field A 9 18. The contractor shall be responsible for any shop drawings needed, unless otherwise 2. Shingles shall be applied over 15# building felt. Lhless other noted. Also apply GAF- Gypum wallboard 5d coolers 7" Edge/ 10" Field specified. All dimensions and conditions pertaining are to be field verified. weather-watch ice and water barrier 2 feet from eaves, valleys, and flashing. 19. Contractor to remove and relocate as required all existing work which interferes with new 3. Provide flashing necessary for water tight and weatherproof construction. FLOOR SHEATHING Strtctural Panels 1" or less 8d 6" Edge ! 12" Field z construction in a workman like manner 4. Roofing is to be applied in strict accordance with manufacturer's specifications _._� - ___._._________.._-_.._---__._.__..._._...___--_ ...___._.___.__..._..._20 .All materials are to be installed as per manufacturer's specifications, unless noted 5. Nailing of roofing shall be to code. Strctura# panels greater than 1" _ 10d 6" Edge/ 12" Field __... otherwise. Site work: 1. Stakeout is to be performed by a licensed surveyor, or by qualified sub-contractor, z 2. Verify all given data on drawings. If there is a discrepancy, receive clarification form o_ Foundation Concrete and Masonry architect/engineer prior to proceeding. rA 1. Contractors to verify all dimensions of existing foundation as it applies to the new work being performed 3. Excavate and back fill for work indicated on drawings. Stockpile topsoil obtained from and shall coordinate the sub-contractors in such a manner to assure that the conditions of the first and stripping driveway and building site. Stockpile all excavated materials, second floors are taken into account. 4. New and existing back fill material is to be free of weeds, tree roots, rocks, and debris. 2. All footings to bear on firm, virgin, undisturbed soil All surplus material that is unsuitable for back fill material shall be removed from site. 3. Soil to have min. bearing capacity of(1)ton/sq. ft. below rade unless otherwise noted. ry 4. Footings to rest a min. of 3'-0" g 5. Walls to be poured concrete of size shown on drawings. Minimum Unif'c�rmly Distributed Design Lauds 6, No back fill shall be placed against foundation walls until 151 tier of framing is in place. ( Based on Table R301.5,) 7. Footings to poured concrete of size shown on drawings. _ o 8. All openings for beam pockets, utilities, etc. to be filled solid with concrete. Use Live Load 9. Anchor bolts shall be in accordance with page foundation plan and details. Uninhabitable attics w/o storage 10 PSF J 28 days of 3,000 P.S.I. 10. All concrete to have an ultimate compressive strength at !��• �. Uninhabitable attics with limited storage �_� 20 PSF _ �r\ License / Seal 11. Exterior slabs, garage slabs, and steps shall be 3500 psi. _.._.__...___._...._._.._..__._....-_..........._..-_..................._...._._ Habitable attics and attics served with fixed 30 PSF 12. Concrete shall be air entrained to 5%to 7%. stairs 13. Concrete slabs to rest on min. of 6" fine gravel or sand with 6 mil. Polyethylene vapor barrier under Balconies exterior and decks 40 PSF ,10 . occupied space. Fire Esca es 40 PSF shy -�ane. 14. Flash all joints where slab abuts-,framing. Guards and Handrails 200 PSF l . s,,q a.,•..,.. ; 1.1-11_. �f .-,., 15. Brick veneer to be anchored witlh (1)wall tie per(3) sq. ft. onents 50 PSF fill d ih .Guarn- components (,i l� t!(4) weep holes. Max 4-0O.C. to direct any condensation 16. Flash faint at brick ledge and provide ' " dtito the exteor Passen er vehicle garage 50 PSF 1 coat of tar based waterproofing to exterior of found from footing to 2 above finish grade. -- I�� S 17. Apply ( ) Rooms other than sleepingrooms 40 PSF ey4w - 9 18, No concrete or masonry work is to be performed in temperatures of 40°F and falling, unless approved by Sleeping Rooms 30 PSF - architect/en ineer. No concrete shall be placed on frozen surfaces. 40 PSF r } g 19. No additives shall be placed in concrete unless specified by architect/engineer. Stairs Provide bituminous joints between slabs and foundation walls and where ever applicable. 20, j 21. Unless otherwise indicated, all foundation footings are to be a min. 10" deep projecting 6" on each side of e Deflection of Structural the foundation wall. Provide two#4 deformed bars continuous in the footing. All 4"thick concrete slabs b Allowable(Based on Table R30117 have 6 x 6 10110 welded wire reinforcing . Members __.__. . .7 11 Structural Member Allowable Inflection „ Insulation: req,u,( r_ct 1. All exterior walls and roofs shall be insulated with faced fiberglass batt insulation by john Manville or Rafters slopes greater that/ 3/12 with approved equal facing to be placed toward warm side. finished c1g. not attached to rafters L/ 180 2, Generally, unless noted otherwise, insulate as follow: Interior walls and partitions H/ 180 - 9°' R-30 for flat ceilings Floors I,l 3fi0 VICTOR CUNEO - 8.25" R-30C for vaulted and cathedral ceilings (`eilings with brit°i•' finishes(inc►Nurng stucco _ 3.5" R-15 for 21x4"wall construiction And lastcr)--.�.�... I�3f>t> ARCHITECT P.C. 5.25" R-19 for 2"x6"wall construction Fn ilixihtc finishes{including Cid. Board _ 11240 _ -� - 5.25" R-19 for floors Ail otr structural members L/240 154 LAUREL ROAD 3. PVC Air channels for all sloped/ and cathedral ceilings. '' i�ror walls-wind loads with plaster or stucco 11/360 Lt.walls-wind loads other brittle finish 11/240 EAST NORTHPORT,NY 11731 Carpentry: �:t.ti�alls---wind loads with flexible finishes fl/ 120 (631)261-2744 1. All lumber shall be Douglas fir larch#2 and better(Fb =875) unless otherwise noted. I lintels supporting masons,veneer walls IJ600 2. All lumber in crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure. 3, Sills to be ACQ and securely flashed with a termite shield. Also provide sill seal/insulation. Size of sill to be (2) 2" x 6" unless (1)2" x 6"' is necessary to match floor heights with the existing structure. Project Name and Address 4. At flush framing use 16 gage metal joists hangers by"Simpson" or equal. 5. Minimum, double headers and trimmers around all openings in floors, roofs, and walls. 373 6. Double all joists under parallel partitions, posts, and bath tubs. 7. All beams, girders, etc. to have min. of 3 " bearing 8. Min. header to be (2)2" x 10" unless otherwise noted. CLIMATIC AND GEOGRAP141C DESIGN CRITERIA BROADWATERS RD. 9. All wood sills and wood in contact with masonry/concrete to be ACQ treated. 10. All exterior sheathing shall be inailed as per fastening schedule. Generally,sheathing is of W thickness on CUTCHGUE, NY WINTER ICE BARRIER FLOOD AiMEAN walls and roof and is of cdx grade, unless otherwise noted. See floor plans for additional nailing or differEnt WIND SPEED SEISMIC SUBJECT TO DAMAGE FROM nailing requirements when applicable. � Seed MPR Weathering Termite r�und Snow DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL 11. Sub flooring, generally, to be of%" inch thickness and of cdx grade nailing as per fastening schedule and� Load Topographic Special Wind Wind Borne CATEGORY g Frost Line TEMP REQUIRED INDEX TEMP glued. pEffects Region Debris zone Depth 12. Exterior sheathing to be covered with "tyvek" house wrap or approved equal. Electrical 140 Vult YES NO YES , „ Moderate to Yes ( Req'd) NO 52,7 Date: Scale Notes and Specifications 20PSF 108 Vasd 1 MILE B Severe 3-(} Heavy 15 452 02/ 19/ 18 1/4" = F-0" It is the contractor's responsibility to keep this construction document on site at all times. It is also the contra&'s responsibility to read all notes, specification and be familiarized with the plans prior to work. CODES: Sheet No. built according to the AF&PA WFCM Wood Frame Construction Manual for One and Two Family Dwellings 20'15. '�:Y � � . Structure shall be designed and g ( Y 9 ) General: ,�. 2. ICC 600 - 2014 1. No work to start until approved! plans are obtained from the building departmp 2. All construction shall be perfoirmed in a workmanlike manner. All dimerlons, conditions and appfiable 3. Drawings shall comply with 2015 International Residential Code with the New York State 2016 Uniform Code Supplement. OCT information of existing site shall be field verified by general contractor 4. Drawings shall comply with 2015 International Energy Conservation Code with the New York State 2016 Supplement to the NYS Energy Conservation Construction Code. 010 A 1 3. All work shall conform to national, state, and local codes and all norities having jurisdiction. g y 4, Ground Fault Circuit interrupter protection shall be used for ai►.eceptacles in the following locations: 5. The National Electrical Code. z) Bathrooms, Kitchen Counter level, Outdoor, Crawl space ,.aove flood plain), Bar sink. 6, All local codes and Zoning ordinances. Arc Fault receptacles shall be used in all other locatio," * GENERAL NOTES: 1.All work shall conform to national, state, and local codes. 2.All unnoted or non-visible easements 6 A31 50510 are the responsibility of the owner/ 0 contractor. 3. It is the contractors responsibility to aspects of© familiarize himself with all as 3'-O" 61_Q211 "I II'-5211 p these documents prior to beginning any work. m Ea 4. These drawings are the property Yof z0 -� LAUNDRY Victor Victor Cuneo Architect PC.Victor Cuneo oArchitect PC retains all common law 1 j m _O m �► 6 X 6 AGO Post with unstatutory and other reserved rights, X 6 o Simspon Base and G p x 4 including the Copyright therein. Victor DINING ROOM rr N connectors Cuneo Architect PC bears no n ly z EXISTING UNEXCAVATED responsibility for their unauthorized use. ni SLAB ON GRADE AGO (2) 2 x 10 _ _ _ _ _ _ 5.Victor Cuneo Architect PC shall not + control nor charge of and shall not be p responsible for construction means, r�- I methods, techniques, sequences,or D p EXISTING I x j\/ / O 0 � 6 _ � - �`GO112 x 6 I I o procedures,or safety precautions and N 0 , w m AGO 4 x 4 Post with 10' 11-1" y I6 o.c. I programs in connection with the work,for 12'-O" - KITCHEN /- N N S 8 0 o = = Simpson base and post til 11) the acts or omissions of the contractor, 2 x 10 Ridge Cops rn subcontractors or any persons performing Covered Paver r r — — — — — — — — — — — — — �' O any of the work,or the failure of any of cv cv q -o - them to carry out the work in accordance 1 \,\ Patio 24" dia. Concrete ry i �' I o with the contract documents. O piers to 56" below O ' X N o \ In grade i d O \ \ AGO (2) 2x 10 I ACO 2x5 X 16" a.C.. - - - - - LfJ 1 -A EXISTING O O I Q N LIVING ROOM N I N pAdd new cig. jst. I 0 N 2 x 8 at N 24" o.C. X O New 746 clg. n O I -0 ' Attar_ ew foundation to Attach 4 0 m O4 QI_Q11 I ' t existin with #5 re bar ® new foundation to existing with #5 re bar o.c. o (2) 2 x l0 l\ 12" o.c. vertical. ' - _--- - I CAAD - ------- --- --- ---- S ` ci1 I T I - - - - - - - - - - o nn� I - p I AJ520 z /F_0 61 0 GM - n t Iv I X m I as .5" DEPTH I — m � (�•� ` , � ,,'�'�� i --f 16" O.G. ; 1 ----- 5 611Decking O = I n `� I m m CN BEDROOM 2 O o I O ( z Amm Os 'ol N 966 I I ►n o In 10JJ 31 011 31 milt O BEDROOM I LIN. 311 -' x O i t Oil I I m I I'-10- rr � o�i I 1... 1 I I Access an I Access panel I p � p I I w r 9 I ��. o I to crawl space i to crawl space I H N 1 O x `O `O O rlaJ o -' I 1 9jl I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I A V 1 ``� — — — — — — — — — — — 0- 2668 I IX � I r — - - - - - - - - - - - - - - - - - -1 0 — O I -A Ih I I I 5-O" Concrete wolf I - z O ---—-—-—-— - ----- — —----- - - - - ----- - - ---- I N o I I with stud kneewall to 12'-3811 — I Attic 2668I (� Ij I I 2) Q.5" CMTs joist bearing I I N AJ520 DEPTH License/ Seal - I 11 11 O O GM J xX _ O i o i l y OQv ryry W I '� I ' I � ►Il = IP Slab on GradeW _� X O I I d IW p 1 Q 4" Concrete slab I I i Im on 5" compacted •:, '1 8'-011 / 4 S'-011 \` / 51-011 2'- II 121-211 N �I I porous fill and mil vapor barrier. I s AT ROOM rn BATHROOM _ m CLOSET p BEDROOM 5 X C OX O d (2) 2x8 2 2X8 (2) 2X8 I - - - - - - - - - - - - - - - - - A21 50310 - - - - - - - - � - - O O SYMBOLS / ABBREVIATIONS _ 2 x 3 O OWN 6 O 5 I O Awning � 5c,eeme STRUCTURE / CENTER LINE � � — - ® VICTOR CUNEO NEW A 0 EXISTING A ARCHITECT P.C. Handrail to code 2.0 [ _ _ ] REMOVED 2.0 CARBON MONOXIDE DETECTOR r — 154 LAUREL ROAD SMOKE DETECTORS PER NYS GORE 12'-0" EAST NORTHPORT,NY 11731 34-o EF EXHAUST FAN 321_011 (631)261-2744 ® COLUMN UNDER POINT LOAD Project Name and Address FLOOR PLAN 884 50. PT. ADDED x POINT LOAD FROM ABOVE FOUNDATION PLAN 1/4" = 1'-O" HINGED DOOR 1/411= 11-011 373 BROADWATERS RD. ® WINDOW CUTCHGUE, NY F.J. = FLOOR JOIST G.J. = CEILING JOIST G.T. = COLLAR 7IE5 R.O. R.O. Unit U Manufacturer Remarks BID. = BOARD O Width Height Number value 51-IGC GYP. = SHEETROGK 1 5'-2 1/8" 4'-0 7/5" TW 30510 .50 .20 ANDERSEN 400 Tem ered Sofety Glozin g Date: Scale :F 1 BERGLA55 R.R. = ROOF RAFTERS 2 3'-2 I/8" 4'-8 7/8" TW 5046 _30 .20 AN1DER5EN 400 Egress: 5.7 sf clear open 02/ 19/ 18 1/4"= 1'-0" MIN. = MINIMUM 3 2'-10 1/8" 4'-0 7/8" TW 28310 .50 .20 reaL'd. 5.7 sf provided. V.B. = VAPOR BARRIER 4 21-8 I/8" 41-0 7/8" 2 2 TW 6510 .30 . 0 Sheet No. PLY. = PLYWOOD 5 2'-0 5/8" 2'-O 5/8" A 21 .50 .20 EX. = EXISTING 6 5'-0 1/2" 21-0 5/8" A51 .30 .20 7 2'-2 1/5" 5'-4 7/8" TW 2032 BO .20 O Extend existing chimney as L_J required. Extend existing roof GENERAL NOTES: across be a drainage cricket 12 1. All work shall conform to national, state,and local codes. 2.All unnoted or non-visible easements are the responsibility of the owner ------ contractor. (:2) 2E 5:2 ----- - It is e contractors responsibility to familiarize himself with all aspects of ------ these documents prior to beginning any work. 4. These drawings are the property of Victor Cuneo Architect PC.Victor Cuneo Architect PC retains all common law statutory and other reserved rights, including the Copyright therein.Victor Cuneo Architect PC bears no Railing �1�1 --------- responsibility for their unauthorized use. a ve 0" above rade 5. Victor Cuneo Architect PC shall not Hands i'l dr 11'r'; deck areas ------ control nor charge of and shall not be responsible for construction means, --------- methods, techniques, sequences,or ---------- T.C. Floor or safety precautions and ---- ----- programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any persons performing any of the work, or the failure of any of them to carry out the work in accordance L _J L with the contract documents. FRONT ELEVATION siding lines indicate the extent of added LEFT ELEVATION Siding lines indicate the extent Of added 1/4"= 1'-0" construction but not the extent of work required to complete project = 11-011 construction but not the extent of work required 1/411 to corrplete project r7= E_JO iv GO Railing fcr above 5C above rode --- - -- - - ❑ ❑ :2 x :2 bolv! ters o.c. M4 :... . 5.5" un or Railing or 60C areas bottom rc W t above ob ve grade 00 Z 7.0. Floor T.O. Floor License Seal -1 -1 L_ _J L_ __J RIGHT ELEVATION Siding lines indicate the, extent OF occled 1/411 11-011 construction but not the extent of work re wired • REAR ELEVATION Siding lines indicate the extent of added , to complete project construction but not the extent of work required 1/4 1 -0 to complete project Ridge venting Main Roof F.6 Asphalt Shingles N07F_: Align roof rafters �-flth :22 x 4 Roofing paper VICTOR CUNEO studs. ties 16" a. . 1/2" Plywood Typical all New Roofs :2 x 5 r.r. 16" o.c. ARCHITECT P.C. :2 X '5 C,j. Moisture Stop unclorlogrrort R-5�5 ln5ul. --- from coves edge, to :2'-C" 1/2" Gyp. Bd. 154 LAUREL ROAD irsicle, the exterior viall EAST NORTHPORT,NY 11731 line of the house No plywood flooring Simpson H:2A at each insulation roof rafter (631)261-2744 Vinyl beaded, vented soffit Project Name and Address Wall Const. LF Brrort5ide Siding 373 ""r9vok Houeovirop" Floor Cars. 1/2" Flg^oocl 5/4" Fl9NOa( Glue/Screw :2 x .4 studs 16" O.C. BROADWATERS RD. :2 x '5 f.j. I& o.c. R'-15 F.O. Batt lr5ul. R-50 F.G.I/2" Gyp Entt ineul. 1/2" Gyp. 15o. CUTCHGUE, NY 1/2" Hordi board at 10050 to 5" below grade at all areas where grade 1/2" 6y9. Ed. c1g. Crawl space is within 5" of sill. 1-114" 20 gage strop attach :2" 51ob on (o mil with (5) ad roils from stud to 1�)ornproof ima vapor barrier rim joist. Date: Scale EcoLiPe sill on copper coated termite shield 02/ 19/ 18 1/411 11-011 0 ecol sill -1 5/8" Dia. anchor bolts 5'-C" O.G. Sheet No. \\—a" Conc.rete foundation Noll =1 12" From sill ends, Min. -7" embedment on :20" x 1:2" footing v�l t�-40 #5 5', x a" Bearing plate washer with each re, bar continuous anchor bolt. :2) # 5 re bar continuous F Ll r LJ I ivinno 600-bc zveo areas r S E C T ION TABLE R402.4,1.1 AIR BARRIER AND INSULATION INSTALLATION / I" RIGID INSULATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ROUGH GUT AROUND Acontinuous frit harrier iball be ialstlll led in the GENERAL NOTES: VENTILATION CHUTE VENTILATION CHUTE building envelope. - AIR SEAL PERIMETER Ciencral rccluircrnenth The etterior thermal euvelope contains a ccnitllliiott; Air-permeable,insulation shall not be used as a 1. All work shall conform to national, WITH EXPANDING ATTIC, INSULATION air harrier sealing material state,and local codes. FOAM SEALANT Breaks or joints in the air harrier shall be sealed, 2. All unnoted or non-visible easements are the responsibility of the owner/ rhe air barrier in any dropped ceflin.;/str(!tt shall be aliened with the insulation and any gaps in the air contractor. C citing/attic barrier shall he sealed. 'I'lle insulation in any dropped ceiling/soffit shall 3. It is the contractors responsibility to Access openings,droll down stairs or kneel+all doors be aligned Nvith the air barrier, familiarize himself with all aspects of to unconditioned attic sliaccs s1ta11 be sealed. these documents prior to beginning any C'avilies within corners and headers or fi•anic work. Thejunction ofthe foundtttiian,nd sill plufc shall he walls shall be insulated by contpletcly filling the 4. These drawings are the property of sealed, cavity with a tuateriaf h,►ving a thermal,Lsiataticc Victor Cuneo Architect PC.Victor Cuneo walls The,junction of the top plate incl the trip of exterior ofR-3 per inch tllininlurn. CEILING GYPSUM CONTINUOUS BEAD walls shall he:scaled, Exterior thernial em elope inArchitect PC retains all common lawsullition for franled statutory and other reserved rights, BOARD OF SEALANT Knee walls shall be sealed, Walk shall be installed it)sltbstantial contact ane! including AS AIR BARRIER ccicatinuous tali alnlent\vith tire:air harrier, g the Copyright therein.Victor g 112 ' RIGID INSULATION ~~ Cuneo Architect PC bears no CONTINUOUS BEAD �'~indows•.skyli hts and doors fhe space between wit4m'door janihs rind framing„ EXTERIOR INSULATED fi WYV responsibility for their unauthorized use. OF SEALANT WALL and skylightsand f'raniin�x,;hall he sealed, 5. Victor Cuneo Architect PC shall not Rinijoists ltim jclists shall ine.lide tlrc air harrier. 12ian joists shall he insulated, control nor charge of and shall not be CONTINUOUS BEAD I'loor tranling cavity insulation shall be installed responsible for construction means, to maintain perrnancat contact with the unclersidc methods,techniques,sequences,or OF SEALANT of subfloor decking.,or floor frarning cavity 1 hors (including above gara4�e and T'he air barrier shall he installed at any exposed edge. insulation shall be permitted to be in contact with procedures,or safety precautions and catltilevered floors) of insulation. the top side ofsheathing,orctlntinuous irlsulation programs in connection with the work,for CONTINUOUS MINIMAL installed on the underside of floor framing and the acts or omissions of the contractor, i extends front the hottani lir the top oi`all petimcter floor fraanning nicmhers. subcontractors or any persons performing EXPANDING FOAM AT � Fxposed earth at unvented crawl space; shall be Where provided instead orfloor insulation, any of the work,or the failure of any of WINDOW PERIMETER 3 E A V E DETAIL Crate I space walls covered with a Class i vapor retarder with insulation shall he permanently attached to the them to cavy out the work in accordance NTS overlapping joints taped, cratvlspacc walls, with the contract documents. Duct shafts,utility penetrations.and Ilue shafts Shaffs, penetrations opening to exterior or unconditioned spare shall he scaled. liatis in narrow cavities shall he cut to fit,or Narrow cavities narrow cavities shall he filled by insulation that on installation roadily conforms to the:available �._ cavity Space. PROVIDE BLOCKING AT Garope sep;iration Air ser,ling shall Ile provided bct%%ectl the garage and STUD CAVITY AT SHOWER conditioncd spaces, AT EXTERIOR WALL Reces,ed lighting Recessed light fixtures installed in the building Recessed light fixtures installed in the.building WINDOW UN17 A5 CONTINUOUS BEAD OF thernial envelope shall he scaled to the drvwall. €hernial envelope shall be air tight and IC rated, AIR BARRIER 5EALANT Batt uisulatiota shall he cut neatly to tit arountf ] I Plumbing.and wirinsztt firing atttl tllnnlhin in ex error walls,or insulation t tat on Installation readily coliform,,to CONTINUOUS MINIMAL available space shall extend behindpiping and tr iring, EXPANDING FOAM AT The air Barrier installed at exterior€tails adincent to 4howcr/tuh on exterior wall showers and tubs shall separtac thein front the Exterior walls adjacent to sltotvers and tubs shall A WINDOW PERIMETER IN showers and tubs, be insulated. The stir barrier shall he installed behind electrical or z TILE SURROUND FINISH Electrical/phone box or)exterior walls communication box"or air-wated hoxe;shall be CONTINUOUS BEAD GEMENT BACKER BOARD installed_ OF SEALANT INSULATED EXTERIOR I(VAC register boot, HVAC register boots that penetrate building thernia[ etivelope shall tic sealed to the subnoor or drywall. STUD WALL 4�'hrn reyttired to be sealed. ed , Elf).cclzicualfire:sprinkler , THIN-PROFILE WALL Dshall only be;scaled in a manner that is reconlnicndcd o GO O S BEAI:) C'oncealcd sprinklers by the manufacturer. Caulkin z,or other adhesive 0 OF ADHESIVE SHEATHING sealants shall not he used to fill voids bet:veen fire CONTINUOUS BEAD sprinkler cover plates;and walls or ceilings, OF SEALANT a. hl addition, inspection of'lcle wails shall he in accordaatce tcitil the provisions ofl('C-1t)(),—I[ IF E MANUFACTURED TABLE P3201,7 SHOWER PAN SIZE OF TRAPS FOR PLUP�IRING FIXTURESL TRAP SIZE A PLUMBING FIXTURC MINiNIUM I O (inches) i z EXPANDING FOAM latitttub tttith ar without showor head and/or 1,/ whirlpool att:chmelzts) 2 —WOOD Pi``FRAME o FLOOR ASSEMBLY t � - 1 /� License/ Seal Clothrrs tt'aslier stEaitdpipe 2 CONTINUOUS BEAD - OF SEALANT I)lsla,va�hcr (i;)tn Svpt7rnt.. trap; I'/z Floor-drain M� Ktic en ai:ik tc7nc or-t\e:cl traps, with or ' t; o ,ste disposer)dish%,,zshei = od t� _/z 8 laundry tub tuyrt nz niorcY compartments) L iv<ator5 µ _ 11/ , Shower thaSC(J cici the totral 110W€'trig through sliowerheads tind bodysputys) r; 1 TYP. SEALING DETAILS ��°rate 4 SEALING AROUND S HOW E R :i.7 gptn and less 11/ NTS %4orc tharl i.7 opal up tc+ 12.3 gpni NTS More Iharl 1:2,3 -pull tip to 25.8 gpin 3 lure than 25.8 .8 spill up to 55.6 glim 4 VICTOR CUNEO ARCHITECT P.C. MANUFACTURED RECESSED LIGHT ENGIL05URE ---, ATTIC, INSULATION ATTIC INSULATION 154 LAUREL ROAD ATTIC, FLOOR FRAMING EAST NORTHPORT,NY 11731 RIGID INSULATION R-BE? 631 261-2744 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ) SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED Project Name and Address 373 MECHANICAL LATCH P ESSURE --- - BROADWATERS RD. SEAL AT ^EA7HERS I INC CUTCHGUE, NY 0 EXPANDING FOAM 5EALANT AT PERIMIETER O MANUFACTURED PULL DOWN STAIR CONTINUOUS BEAD OF SEALANT DRYWALL CEILING 0 RECESSED L I GHT1 NG FIXTURE Date: Scale 02/ 19/ 18 1/4"= 1'-0" Sheet No. SEALING @NEW RECESSED 2 ATTIC ACCESS SEALING 5 LIGHT FIXTURES NTS NTS GENERAL NOTES: 1. All work shall conform to national, state, and local codes. 2. All unnoted or non-visible easements 0 ® are the responsibility of the owner/ 1 contractor. 3. It is the contractors responsibility to 0 familiarize himself with all aspects of r 2"x4" CONTINUOUS 7RU55 OR CEILING J015T BLOCKING AT 24" o. 2 O these documents prior to beginning any LATERAL BRACE AT C'o.c. work. GABLE END (D 1� 4. These drawings are the property of 2-I Od NAILS 1 Victor Cuneo Architect PC.Victor Cuneo • ® 2 O Architect PC retains all common law 51 DEWALL • © statutory and other reserved rights, 10-8d NAILS i • 6 4 including the Copyright therein.Victor Cuneo Architect PC bears no HOLDDOW ; 4' responsibility for their unauthorized use. • 2-16d COMMON O5. Victor Cuneo Architect PC shall . NAILS 10" o.c. 2 control nor charge of and shall of be ot 5d COOLER NAILS AT 10 o.c. 2"x4" BLOCK NAILED TO EACH � 2 0responsible for construction means, BRAGEI WITH 4-IOd NAILS CORNER STUD <Z><>4' methods,techniques, sequences,or • 1 ® CONNECTED TO procedures, or safety precautions and GYPSUM BOARD TRANSFER SHEAR programs m connection with the work, for O GAGE STRAP ZONE 5 ZONE 6 the acts or omissions of the contractor, 56 COOLER NAILS AT 'i" o.c. ZONE 1 ZONE 2 ZONE 3 ZONE 4 subcontractors or any persons performing 10-8d NAILS FIELD 12" O.C. 12" O.C. any of the work,or the failure of any of FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. them to carry out the work in accordance PANEL EDGES 6" O.C. 6" O.C. with the contract documents. END WALL STUDS PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. 1 CG. L BRACING GABLE ENDWALL 2 HOLD DOWN BRACKET 3 ROOF NAILING SCHEDULE _ 4 WALL NAILING SCHEDULE SIM PSON HDU5 140 Vult WIND ZONE (5 5ECOND GU5TS) 140 Vult WIND ZONE (5 5ECOND GUSTS)) USE I/2" GDX ROOF SHEATHING U5E 1/2" CDX WALL 5HEA7HING FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH Sr;) COMMON GALVANIZED NAILS 2" X II 1/2" GA. - PATTERN AS INDICATED BELOW 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW A O ENDWALL JOI5T5 Simpson HDU5 z A >< Simpson H2A o BLOCKIN ° ° connector ° BLOCKING (4) 8d common nails each end of strap � SECTION A-A per Table 5.48 r ° ° 20 ga straps -- Each 2nd floor to A first floor stud 0 Z 5 FLR. BRACING ENDWALL 6 WALL STRAPPING 7 --- RAFTER TO PLATE / STUDS AT SECOND FLOOR Typical connector for every new rafter to plate to stud connection on second floor License/ Seal Exterior Interior + Siding a, � Building Paper over ach r.r. to header flashing # H2.5 E Floshin per R10 .4 �? �+ gp " 6 H2A Each r.r. to t0 lot t0 over ledger 5im er son ZMox Joist Har ger I/4" X 20 GA strap from king p I� p g stud to header to top plate stud Roof rafters 1 1/4" X 20 GA strap from jack �+ stud to header to top plate - EXTERIOR WINDOW AND DOOR stud DTTIZ Lateral tension ties HEADER •OPENINGS. _ at 4 locations, evenly spaced along cv deck and one within 24" of each end of ledger. With full threaded 3/8" dia. Rough Notation log screw predrilled w/ min. 5" Opening D penetration to center of plate. VICTOR CUNEO R.O. A B G D E F ARCHITECT P. . 4'-0" 4 1 2 2 2 2G 8 LEDGER SECTION 6'-0" 1 5 1 5 5 2 3 �-A154 LAUREL ROAD E NTS TABLE P32U1.7 7 2 5 4 2 4 _SIZE OF TRAPS FOR PLUMBING FIXTURES EAT NORTHPORT,NY 11731 tTRAP SIZE A t Number of 8 (inches) d nails @each F PLUMBING FIXTURt~ MINIMUM (631)261-2744 Notation: 2" Min. l,-4" _4, ,_4„ 1/2" Lag screws staggered end of strapping. B Tartltttih{1�,'lth or ti�`.lth(�llt:Drawer hu�ycl�tndlor i 11/4" X 20 GA strap from jack / king as shown 1•� B - Numbc;r of sill studs on flat. whirlpool attic;hment,�) � I Project Name and Address G - Number of full hgt. king studs. stud to rim ist. to under sill o 0 0 0 0 � - - D - Number of 16d nails end plate n a— � Bic'��t �1/4 nailed through adjacent king stud E 373 E Clothes s�asher standpipe to end of header (9 each side. 1 1/4" X 20 GA strap from each l:)is}a,ra�hc-r(on wparate trap) 1+/2 E - Number of jack studs © each stud to rim fist. to under 5.111 Floor drain BROADWATERS RD. end of header. plate F - Number of 16d nails en 9 LEDGER BOARD Kitchen sial; (onc or two traps, Npith or � CUTCHGUE NY without ciislt��r;skter artcl food «Fast.e clic)riseC) nailed through adjacent jock stud I to end OF sills at each side. NTS 1'.aiM&N- W11(0011-orniore compartmenv,) P1, Shover(ba,cd can the total flow rate.through 10 FRAMED OPENINGS _ sho`. ,erheads and bradysprays) l lo„ rats.: Date: Scale All model numbers refer to Simpson brand products. : 5.7 gpq} anti less 1 t!, 02/ 19/ 18 1/4" = 1'-0" Marc than 5.7 gptn up to 12.3 gpm 2. 'More than 12.3 epm tip to 77.8 gptn3 Sheet No. Marc thni 25.18 gpm up to 55.6 gpm 4 1. Block exterior stud walls at half story heights and at unsupported edges of exterior NAILING SCHEDULE Oa Notes and Specifications sheathing PER TABLE 3.1 WFCM 2015 It is the contractor's responsibility to keep this construction document on site at all times. It is 2• Provide cross bracing at joists, studs, and rafters when spans exceed 8'-0" p Y P GENERAL NOTES: also the contractor's responsibility to read all notes, specification and be familiarized with the 3. Top plates to be doubled and lapped at corners. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING4. Apply all conditions addressed in fastening schedule as necessary. ROOF FRAMING 1.All work shall conform to national, plans prior to work. 5. Provide all nailing and strapping as per the drawings and as required by codes. Rafter to top plate (toe nail) 4 -8d Common Per joist Ceiling joist to top plate state,and local codes. 6. At "wet wall" parallel to joists frame double joist as per code. Generally, separate double (toe nail) 4-8d Common Perjoist 2.All unnoted or non-visible easements General: joist the thickness of wall above. Sub floor shall never exceed a 16" span. 1. No work to start until approved plans are obtained from the building department. 7. At rough openings rovide all applicable nailingand strapping. Ceiling joist to parallel Rafter (face nailed) 4- 16dCommon Each lap aret eresponsibilityoftheowner/ gp pp pp g. Ceiling joist laps over partitions face nailed 4- 16d Common Each la contractor. 2. All construction shall be performed in a workman like manner. All dimensions, conditions p ( } p APPR VEDASNO ED 3.It is the contractors responsibility to and applicable information of existing site shall be field verified by general contractor. Glazing, windows and doors: Collar tie to Rafter(faced nailed) 3- 10d Common Each connection familiarize himself with all aspects of 3. All work shall conform to national, state, and local codes and all authorities having 1. All glass to be insulated low E. Unless otherwise specified. Blocking torafter(toenailed) 2-8d Each end DATE: g 6•P.-i �7�� .� these documents prior to beginning any j urisdiction. 2. Glass doors and windows shall not be installed until proper clearances and provided. Rim board to Rafter(end nailed) 2- 16d Each end FEE:- �� aY, work. 4. All unnoted or non-visible easements are the responsibility of the owner/builder. 3. All sliding glass doors, skylights, and any glass unit installed within 18" of finished floor shall NOTIFY BUILDING DEP4 4.These drawings are the property of 5. Any omissions or discrepancies of plans and/or job conditions shall be clarified with the be of insulated tempered glass unless otherwise noted. WALL FRAMING AT �S-1�� 8 AM TO 4 PI4� FOR �E . Victor Cuneo Architect PC.Victor Cuneo architect/engineer before proceeding with the work 4. All glass units shall be installed in strict accordance with manufacturer's specifications. Top to Top plate (face nailed) 2 - 16d per foot Tnur,SPLLCAnDIN nEOU.RED ;OLLOMNWINSPECTIONS: Architect PC retains all common law 6. No deviations or changes to the structural system shall be made unless approved by the 5. All windows to be caulked and sealed as per New York State energy conservation code. Top plates at intersections (face nailed) 4 -16d perjoint/each side FOUNDATION --TWO'REQUIRED statutory and other reserved rights, architect/engineer. 6. Provide flashing pans under all sliding glass doors, windows, or any other type of glass unit Stud to Stud (face nailed) 2-16d 24" o.c. FOR POURED CONCRETE g Copyright 7. Contractor to verify dimensions of foundation with floor plans before the start of framing. when within 6" of an exterior surface. including the Co ri ears nein.Victor 2. ROUGH =FRAMINt•,, � PLUMBING Cuneo Architect PC bears no Header to Header(face nailed} 16d 16" o.c. along edges -= 3. INSULATION , responsibility for their unauthorized use. 8. Dry wells to be installed as required by state and local codes 7. All exterior doors are to be weathered stripped and provide all screens and hardware p tY Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud 4, FINAL - CONSTRUCTION (MUST 5.Victor Cuneo Architect PC shall not 9. Do not scale drawings, written dimensions take precedence necessary for proper function of such units. 10 . Builders are responsible for all inspections, approvals, certificates, cert. of occupancy or 8. All glass is to be free of scratches and imperfections. Glass should be guaranteed by the 3 - 16d per2x8stud BE COMPLETE FOR C.O. control norcorconstuctionharge of and /nos, 4 - 16d per 2 x 8 stud ALL CONSTRUCTION SHALL MEET THE responsible for construction means, completion and U.L. approval. manufacturer for a period of 5 years. 11. This set of drawings is the property of Victor Cuneo, Architect. 9. All windows to be Andersen unless otherwise noted. If contractor is to substitute with Bottom plate to Flr.jst, Bandjst, EndjstorBlking (face nail) 2- 16d per foot REQUIREMENTS OF THECOD�ESOFNEW methods,techniques, sequences,or 12. The contractor shall obitain all inspections necessary for a certificate of occupancy. another window manufacturer it is the responsibility of the contractor to verify that the YORK STATE. NOT RESPONSIBLE RS. P safety DESIGN OR CONSTRUCTION ERRORS. programs or safe precautions and 13. The contractor shall keep premises reasonably clean at all times. At the completion of characteristics of the window match the characteristics of the Andersen window specified. FLOOR FRAMING ro rtsoro issioniofthec hework, for work, the contractor shall remove all rubbish, waste materials, tools, etc., clean glass and The characteristics are as follows, but not limited to: Design pressure, rough opening, u- Joist to sill, top plate or girder(toe nailed) 4 -8d per joist subtbe contractors actors sionypersecontrform leave work floor clean. factor, light area, vent area, and egress requirements. any of the o rk,or.ypfMtii performing 14. The contractor shall carry workman's compensation and general liability insurance. All shall Bridging to joist(toe nailed) 2-8d each end any of the work,or�je�#�il�i .of any of comply with state and local codes and ordinances. Gypsum wallboard: Blocking to joist (toe nailed) 2-8d each end COMPLY WITH ALL CODES OF �, p � them to carry out tlle:wvrlc irk,accordance 15. The contractor should /full guarantee his work and the work of the sub-contractors for a 1. Gypsum wall board systems shall be of a tape joint and joint compound method. Blcoking to sill or top plate (toe nailed) 3- 16d each block NEW YORK STATE & TOWN CODES OvCUPAP�CY OR with the contract documents. Y g QU ED AND CONDITIONS period of at least one year after completion of project. 2. All gypsum board shall be '/2 on walls and ceiling, unless otherwise noted. Water resistant Ledger strip to beam (face nailed) 3- 16d each joist AS REOF USE IS UNLAWFUL 16. The contractor shall indemnify and hold harmless the owner, architect/engineer and their (WLR.) at bathrooms and where deemed applicable. Joist on ledger to Beam (toe nailed) 3-8d per joist SOMOLD TOWN ZBA WITHOUT CERTIFI77i t agents and employees from and against all claims, damages, loses and expenses, including 3. 5/8"; one hour rated, type `X' gypsum board on ceiling and walls (where applicable) at heat Band joist to joist ( end nailed) 3- 16d per joist attorney's fees arising lout of or resulting from the performance of the work provided that producing equipment to extend three feet in each direction beyond the unit(s). Also at Band joist to sill or top plate (toe nailed) 2- 16d per foot V� �, ya OF OCCUPANCY any such claim, damage, loss or expense (A) is attributable to bodily injury, sickness, heat producing equipment, concrete floor or if placed on wood frame, install concrete 4 J EES disease or death or to injury to or destruction of tangible property (other than the work panels of 5/8" thickness minimum. ROOF SHEATHING itself including the loss or use resulting there from). (B) is caused in whole or in part by 4. Finish joints, j-beads, nail dimples, corners, and edges shall be taped and receive three Structural panels Interior Zone 8d 6" Edge/ 12" Field any negligent act of omission of the contractor, any subcontractor, anyone directly or coats of joint compound. Allow 24 hours to dry between coats. Final coat to be sanded Structural panels perimeter edge zone 8d 6" Edge/6" Field indirectly employed by any of them, or anyone for whose acts any of them may be liable smooth. BlOv'Ter d0®r regardless of whether or not is caused in part by a party indemnified hereunder. 5. Metal corner bead to be used on all outside corners and around all openings. CEILING SHEATHING DRAINAGE Engineering -1560b before Contact TOS$nginee!'irt at 7115-15f0 before 17. All materials, assemblies, and method of construction including but not limited to form 6. Fasten gypsum board as per fastening schedule. Gypsum Wallboard 5d coolers 7" Edge/ 10" Fieldand duCtwor E3acicfgl,o R r�rgvicle Engineer s Certification work, block-work, framing, nailing, placing of concrete, etc. are to be carefully supervised WALL SHEATHING t'iatthe drainage has been lnstav',d to Code. testing reglliY' by the contractor to be sure they are in accordance with the drawings, specifications, Asphalt roofing shingles: applicable codes and good practice. Deviations from the drawings and specifications will 1. All sloped roofing shingles shall be GAF-class-a asphalt roofing shingles or approved Structural Panels 4 Edge zone 8d 6 Edge/ 12„ Field not be permitted without written authorization of the architect/engineer. equal. Structural panels Interior Zone 8d 6" Edge/ 12" FieldQ ELECTRICAL 18. The contractor shall be responsible for any shop drawings needed, unless otherwise 2. Shingles shall be applied over 15# building felt. Unless other noted. Also apply GAF- Gypsum wallboard 5d coolers 7" Edge/ 10" Field INSPECTION REQUIRED Wirt provide Manu 1€a specified. All dimensions and conditions pertaining are to be field verified. weather-watch ice and water barrier 2 feet from eaves, valleys, and flashing. FLOOR SHEATHING D,I and S as per 19. Contractor to remove and relocate as required all existing work which interferes with new 3. Provide flashing necessary for water tight and weatherproof construction. ° Structural Panels construction in a workman like manner 4. Roofing is to be applied in strict accordance with manufacturer's specifications less 8d 6" Edge/ 12" Field NYS Reli CQd z 20 .All materials are to be installed as per manufacturer's specifications, unless noted 5. Nailing of roofing shall be to code. Strctural panels greater than 1" 10d 6" Edge/ 12" Field otherwise. Site work: PLC�MBERCERT/FIATI`pP/ 1. Stakeout is to be performed by a licensed surveyor, or by qualified sub-contractor, ON LEAD ;;E P.LUMBING 2. Verify all given data on drawings. If there is a discrepancy, receive clarification form CERT/r=/CA1-,E OF OCCUPANCY ALL PLUMBING I,/'AS` t o Foundation Concrete and Masonry architect/engineer prior to proceeding. ' &WATER LINES t4r�L=D,��; SOLDER 1. Contractors to verify all dimensions of existing foundation as it applies to the new work being performed 3. Excavate and back fill for work indicated on drawings. Stockpile topsoil obtained from rJSF_1?!/' rF`n ""ca TESTING BEFORE C�Vi EtEN and shall coordinate the sub-contractors in such a manner to assure that the conditions of the first and stripping driveway and building site. Stockpile all excavated materials. SUPPLY second floors are taken into account. 4. New and existing back fill material is to be free of weeds, tree roots, rocks, and debris. EX"LLL 2. All footings to bear on firm,virgin, undisturbed soil All surplus material that is unsuitable for back fill material shall be removed from site. 3. Soil to have min. bearing capacity of(1) ton/sq. ft. H 4. Footings to rest a min. of 3'-0" below grade, unless otherwise noted. 5. Walls to be poured concrete of size shown on drawings. Sc Minimum Uniformly Distributed Design Loads A 6. No back fill shall be placed against foundation walls until 1 tier of framing is in place. (Based on Table R301.5) 7. Footings to poured concrete of size shown on drawings. 0 Z 8. All openings for beam pockets, utilities, etc. to be filled solid with concrete. Use Live Load 9. Anchor bolts shall be in accordance with page foundation plan and details. Uninhabitable attics w/o storage 10 PSF 10. All concrete to have an ultimate compressive strength at 28 days of 3,000 P.S.I. 11. Exterior slabs, garage slabs, and steps shall be 3500 psi. Uninhabitable attics with limited storage 20 PSF Habitable attics and attics served with fixed License / Seal 12. Concrete shall be air entrained to 5% to 7%. stairs 30 PSF 13. Concrete slabs to rest on min. of 6"fine gravel or sand with 6 mil. Polyethylene vapor barrier undar Balconies exterior and decks 40 PSF occupied space. Fire Escapes 40 PSF 14. Flash all joints where slab abuts framing. Guards and Handrails 200 PSF 15. Apply (1) coat of tar based waterproofing to exterior of found from footing to 2" above finish grade. � 16. No concrete or masonry work is to be performed in temperatures of 40°F and falling, unless appngara ved by Guard in-fill com o50 PSF arch iteet/engineer. No concrete shall be placed on frozen surfaces. Passenger vehicle arae 50 PSF 17. No additives shall be placed in concrete unless specified by architect/engineer. Rooms other than sleeping rooms 40 PSF 'f� 18. Provide bituminous joints between slabs and foundation walls and where ever applicable. Slee in Rooms 30 PSF 19. Unless otherwise indicated, all foundation footings are to be a min. 10" deep projecting 6" on each side of Stairs 40 PSF the foundation wall. Provide two#4 deformed bars continuous in the footing. All 4" thick concrete slabs to have 6 x 6 10/10 welded wire reinforcing Allowable Deflection of Structural Members Insulation: (Based on Table R301.7 ) 1. All exterior walls and roofs shall be insulated with faced fiberglass batt insulation by john Manvilleor Structural Member Allowable Deflection approved equal facing to be placed toward warm side. 2. Generally, unless noted otherwise, insulate as follow: Rafters slopes greater than 3/12 with - R-38 for flat ceilings finished c1g.not attached to rafters L/ 180 were ('"��t,r'I'tC - R-30C for vaulted and cathedral ceilings Interior walls and partitions H1180 r�SS h - R-15 for 2"x4"wall construction Floors L/360 VICTOR CUNEO - R-19 for 2"x6"wall constructiongswi -- - R-25 for floors Ceilinth brittle finishes(including stucco L/360 ARCHITECT P.C. And plaster 3. PVC Air channels for all sloped and cathedral ceilings. Ceilings with flexible fmishes (including Gyp. Board) L/240 t rm All other structural members L/240 ��/l '�1 IvCv�d Carpentry: Exterior walls-wind loads with plaster or stucco H/360 154 LAUREL ROAD 1. All lumber shall be Douglas fir larch#2 and better(Flo = 875) unless otherwise noted. Ext. walls-wind loads other brittle finish H/240 awl t' S'"� 'S 2. All lumber in crawl spaces to be 18" above scratch coat. Maintain 8" min. foundation exposure. EAST NORTHPORT,NY 11731 3. Sills to be ACQ and securely flashed with a termite shield. Also provide sill seal/insulation. Size of sill to Ext. walls-wind loads with flexible finishes W 120 (631)261-2744 be (2) 2"x 6" unless (1) 2" x 6" is necessary to match floor heights with the existing structure. Lintels supporting masonry veneer walls L/600 4. At flush framing use 16 gage metal joists hangers by"Simpson" or equal. 5. Minimum, double headers and trimmers around all openings in floors, roofs, and walls. Project Name and Address 6. Double all joists under parallel partitions, posts, and bath tubs. 7. All beams, girders, etc. to have min. of 3 " bearing 8. Min. header to be (2) 2"x 10" unless otherwise noted. 373 9. All wood sills and wood in contact with masonry/concrete to be ACQ treated. 10. All exterior sheathing shall be nailed as per fastening schedule. Generally, sheathing is of Y2"thickness on CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA walls and roof and is of cdx grade, unless otherwise noted. See floor plans for additional nailing or different BR DWATERS RD. nailing requirements when applicable. WINTER ICE BARRIER FLOOD AIR MEAN CUTCHGUE, NY 11. Sub flooring, generally, to be of s/4" inch thickness and of cdx grade nailing as per fastening schedule and WIND SPEED SEISMIC SUBJECT TO EAMAGE FROM DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL glued. around Snow DESIGN TEMP REQUIRED INDEX TEMP Load Topographic Special Wind Wind Borne CATEGORY WeatheringFros Line Termite 12. Exterior sheathing to be covered with "tyvek" house wrap or approved equal. Speed MPH Effects Region Debris zone Depth 20 PSF 140 Vult YES NO NO B Severe 3,0„ Moderate to 15 Yes( Req'd) NO 452 52,7 Heavy Electrical 108 Vasd Y Notes and Specifications Date: Scale CODES: 02/ 19/ 18 1/4"= 1'-0" It is the contractor's responsibility to keep this construction document on site at all times. It is also the contractor's 1. Structure shall be designed and built according to the AF&PA WFCM (Wood Frame Construction Manual for One and Two Family Dwellings ) 2015. Sheet No. responsibility to read all notes, specification and be familiarized with the plans prior to work. 2. ICC 600 - 2014 3. Drawings shall comply with 2015 International Residential Code with the New York State 2016 Uniform Code Supplement. General: 4. Drawings shall comply with 2015 International Energy Conservation Code with the New York State 2016 Supplement to the NYS Energy Conservation Construction Code. 1. No work to start until approved plans are obtained from the building department. 5. The National Electrical Code. 2. All construction shall be performed in a workman like manner. All dimensions, conditions and applicable information of existing site shall be field verified by general contractor. 6. All focal codes and Zoning ordinances. 3. All work shall conform to national, state, and local codes and all authorities having jurisdiction. Al" 000 4. Ground Fault Circuit interrupter protection shall be used for all receptacles in the following locations: Bathrooms, Kitchen counter level, Outdoor, Crawl space (above flood plain), Bar sink. 5. Arc Fault receptacles shall be used in all other locations. GENERAL NOTES: 1.All work shall conform to national, state, and local codes. 2. All unnoted or non-visible easements 48_3 are the responsibility of the owner/ contractor. 3. It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any work. Replace existing 4. These drawings are the property of windows in kind Replace window in kind Victor Cuneo Architect PC.Victor Cuneo (2) 3046 Architect PC retains all common law statutory and other reserved rights, including the Copyright therein. Victor Cuneo Architect PC bears no O responsibility for their unauthorized use. 5. Victor Cuneo Architect PC shall not a _ _ control nor charge of and shall not be m B m responsible for construction means, rt = B O -_ ctiV EXISTING _ O methods,techniques, sequences,or EXISTING O A2.0 -� BEDROOM I LIVING ROOM 61-5111 2 2 A .01 - procedures, or safety precautions and programs in connection with the work, for O Add new clg. Jst. Attach new foundation to the acts or omissions of the contractor, 2 x 6 at 1'-O" EXISTING UNEXCAVATED New Tab clg. SLAB ON GRADE existing with #5 re bar @ subcontractors or any persons performing 2 12" o.c. vertical. any of the work,or the failure of any of K TW o46 = them to carry out the work in accordance 0 -6 co - with the contract documents. <t ---------------------- Ridgy----------- (2) 2x8 = - Sirnps n STHD 14 On - - - - - - - - - - - - - - - - - - - - - � U � - strap tie 6 c i dJ dJ = 5-O ® N z Mono pour slab / found. 1 = 2'-I" 12'-O" x x `9 O 5" Reinforced slab cil , R-10 load bearing 1 foam board insulation 1 _ Ridge 2 x 12 _—_— - - O 1 O -1- / EXISTING --- ' O s I At is I BEDROOM 5 KITCHEN � _O E STING + O �� - L A cee 1 \ g//� 6FI' O - O L '-1 O O THROOM I �, b - To switched 6 -II q -O II -0 I _� V X dJ 1 \ - outlet �p 6 ry z =dry EXISTING CRAWL SPACE Attach new foundation t X O X x - 4 m existing with #5 re bar o.c. vertical. 1 Jo FE:- 5- cN I �n m 2668 cn <t - - - - - - - - - - - - - - - - - - str5imas tie 14 w _ 7t - - -—-—-—-—-—-—-—-—-—-—-—-—-—-—---- 0 p A (2) 2x5 AN SI � b�Oi1 Ledger board See Det. 8 q A3.02 1 05 6'-32" I I °z LA ® E ® i � Attic, o ATHRM. `'o 11 Access 1 3 1 CS 6� 1 tL I O / x To switch d I' 1 X O I W N I outlet ,� ry rx N x — mI m =icv O o (5) AGO 2 x 12 (3) AGO 2 x 12 A p N A , 6 ---------- --� - --------- �I �p 2 X 8 r.r. 2 X 8 r.r. A2.01 i t A2.0 2X8cj. I 2xaC, BEDROOM 2 16" O.G. - O r o1 o 0 1 6 x 6 AGO column z -11 on 12" x 12" pier to 1 -i oo 1 5 x 5 x 12" footing 1 m (4) # 5 re bar E.W. License / Seal ~ 1 (5) AGO 2 x 12 (3) AGO 2 x 12 Simpson (2) 2 x 8 (2) x 5 (2) 2 x 5 N Simpscc� HDU 5 HDU E5 O �--- _--— - -�- — — - - — — � - _ TW3042 TW OO 7OW5046 0 2 2 .A 4' { O 2' 4' 0 2' 4' 8' FLOOR PLAN 58250. 1=T. ADDED FOUNDATION PLAN 93 E:3 13 cm 1/4"= 1'-0" NEW AND REPLACEMENT WINDD WINDOWS ANERSEN 400 SERIES 5C ALE: 1/4" 6 I '-O" t/4" = 1'-0" &C ALF_: 1/4" VICTOR CUNEO TABLE P3201.7 ARCHITECT P.C. SIZE OF TRAPS FOR PLUMBING FIXTURES TRAP SIZE PLUMBING FIXTURE MINIMUM 4" VENT THROUGH ROOF 4 VENT THROUGH ROOF " N�® 154 LAUREL ROAD (inches) Bathtub(with or without shower head and/or t I, 211 2 2 EAST NORTHPORT,NY 11731 whirlpool attachments} 1 /2 2" 5 O R.O. R.O. Unit U SHGG Manufacturer Remarks (631)261-2744 Width Height Number Value Bidet 11/4 Q " I 2'-8" 1'--IAN281 .50 .IS ANDERSEN 400 Clothes washer standpipe 2 1 1/2" 1 I/2" 151, I I I/2" I I/2" � I I I ( 2 5'-2 I/8" 4'-8 '7/8" TW 5046 3O .I8 ANDERSEN 400 Dishwasher(on separate trap) 11/2 Project Name and Address Floor drain 2 Lav I Sink I I I I Lav I Lav Kitchen sink (one or two traps, with or ache 373 without dishwasher and food waste disposer) 11/2 Shwr. W.G. W.G. Tub w G Tub 1 BROADWATERS RD. Laundry tub(.one or more compartments) } /2 1-1/2" I-I/2 Lavatory 11/4 all - 2' all 2" CUTCHOGUE NY II Shower(based on the total flow rate through 2° 4I1 4" show5.. erheads and bodysprays) I 4' Flog rate: 5.7 trpm and less 11/2 EXISTING BATH EXISTING KITCHEN More than 5.7 gpm up to 12.3 gpm 2 More than 12.3 Rpm up to 25.8 gpm 3 Date: Scale = More than 25.8 gpm up to 55.6 gpm 4 02/ 19/ 18 1/411 1'-0" TO APPROVED SEPTIC 5Y57EM Sheet No. RISER DIAGRAM A2.01 EllB GENERAL NOTES: A2.01 1. All work shall conform to national, state, and local codes. 2. All unnoted or non-visible casements are the responsibility of the owner/ — _ contractor. 3.It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any ____-- - ❑ ❑ --- work. 4. These drawings are the property of Victor Cuneo Architect PC. Victor Cuneo =in ❑ ❑ Architect PC retains all common law ❑ E:1statutory and other reserved rights, including the Copyright therein. Victor Li Cuneo Architect PC bears no responsibility for their unauthorized use. T.O. Floor T.O. Floor 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be responsible for construction means, methods, techniques, sequences,or procedures, or safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any persons performing any of the work,or the failure of any of them to carry out the work in accordance F R O N T ELEVATION Siding lines indicate the extent of added with the contract documents. J— �_ construction but not the extent of work required f- -1 -1 1/4" = 1'-0" to complete project LEFT ELEVATION Siding lines indicate the extent of added 1/4" - 1'-0" construction but not the extent of work required to complete project _— — -- --_--- - _ Z ❑� ❑ ❑ - -- Z T.O. Floor T.O. Floor -- - A O Z License / Seal l_ —J_ I— _1— I, J ❑ ❑ ❑ ❑ Ff —I r. (REAR ELEVATION , RIGHT ELEVATION Siding lines indicate the extent of added siding lines indicate the extent of added construction but not the extent of work requiredconstruction but not the extent of work required 'Y 1/4" = P-0" to complete project 1/4 1 -0 to complete project Main Roof NOTE: Align roof rafters with F.G Asphalt Shingles studs. Roofing paper VICTOR CUNEO Ridge venting I/2 Plywood Typical all New Roofs Main Roof 2 x 5 r.r. 16" o.ce. Moisturstop underlayment Ridge venting 7.6 Asphalt Shingles ARCHITECT P.C. 2 x 8 c j. from eaves edge to 2'-O" Ridge strops Roofing paper R-58 Insul. inside the exterior wall 1/2" Plywood X 4 collar 1/2" Gyp. Ed. line of the 2 house x 8 r.r. 16" o.c. 154 R-3o at perimeter :2 ties 16" o.c. LAUREL ROAD with air channel Simpson H2A at each Simpson H2A at each 2 x 8 c j. roof rafter roof rafter R-58 Insu I. EAST NORTHPORT,NY 11731 I/2" Gyp. Bd. (631)261-2744 ,\/inyl beaded, vented soffit Wall Gorst. Project Name and Address Vinyl siding _ "Tyvek Housewrap" p 5/8" Dia. anchor bolts 5'-0" O.G. 373 Floor Gorst. I/2 Plywood Floor Gorst. (0 5/4" Plywood Glue/screw R-5 Foam board Flashing over Insul. 5/4" Plywood Glue/screw 12" From sill ends, Min. �" embedment 2 x 8 f. 16" o.c. 2 x 4 studs 16" O.G. board 2 x 5 f j. 16" o.c. Bearing plate washer with each j BROADWATERS RD. R-25 F.G. Batt insul. R-15 F.G. Batt Insul. R-25 F.G. Batt insvl. anchor bolt. 1/2" AGO plywood 1/2" Gyp. 5d. 5/5" Fibercement I/2" AGQ plywood 1-1/4" 20 gage strap attach CUTCHOGUE, NY bd. facing with (5) ,5d nails from stud to Simpson H2.5 I-I/4" 20 gage strap attach each jst. to beam wr under sill and nail to interior. with (5) 8d nails from stud to 2 Rigid foam rim joist. board R-1 = -- # 5 re bar cont. at top Simpson Gap GC4.62-5.50 Zmax (2) # 5 re bar cont. at bottom m 6 x 6 AGO Column _ Simpson GB566 lui Date: Scale column base I I I I I I I._O.. 02/ 19/ 18 1/4"= 1'-0" ZMAX r- _1 m F_ F_ Sheet No. A SECTION B SECTION TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION / I RIGID INSULATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GENERAL NOTES: ROUGH GUT AROUND A continuous air barrier slialI be installed in the VENTILATION CHUTE VENTILATION CHUTE building envelope, Air-permeable insulation shall not be used as a 1.All work shall conform to national, — AIR SEAL PERI METER General requirements The exterior thermal envelope contains a continuous sealin" material state,and local codes. ATTIC INSULATION air barrier. b state, All unnoted or non-visible easements WITH EXPANDING Breaks or pints in the air barrier shall be sealed. 2. FOAM SEALANT j / The air barrier in any dropped ceiling/soffit shall be are the responsibility of the owner contractor. aligned with the insulation and any gaps in the air Ceiling;/attic barrier shall be sealed, The insulation in any dropped ceiling/soffit shall 3. It is the contractors responsibility to Access openings,drop down stairs or knee wail doors be aligned with the air barrier. familiarize himself with all aspects of to unconditioned attic spaces shall lie scaled. these documents prior to beginning any V V Cavities within earners and Headers of frame work. Thejunction of the foundation and sill plate shalt be walls shall be insulated by completely filling the 4. These drawings are the property of sealed, cavity with a material leaving a thermal resistance Victor Cuneo Architect PC. Victor Cuneo Falls The junction of the top plate and the top of exterior of R-3 per inch minimum. Architect PC retains all common law CEILING GYPSUM CONTINUOUS BEAD walls shall be sealed. Exterior thermal envelope insulation for framed statutory and other reserved rights, BOARD OF SEALANT Knee walls shall be sealed. walls shall be installed in substantial contact and including the Copyright therein. Victor continuous alignment with the air barrier. g AS AIR BARRIER I I/2" RIGID INSULATION Cuneo Architect PC bears no Windows,skylights and doors The space between window/door jambs and framing, responsibility for their unauthorized use. CONTINUOUS BEAD EXTERIOR INSULATED F and skylights and framingshall be sealed. OF SEALANT WALL, Rim Joists y 4 5. Victor Cuneo Architect PC shall not 1 Rim joists shall include the air barrier, Rim joists shall be insulated. control nor charge of and shall not be CONTINUOUS BEAD floor framing cavity insulation shall be installed responsible for construction means, OF SEALANT to maintain permanent contact with the underside methods,techniques, sequences, or of subfloor decking, or floor framing cavity procedures, or safety precautions and Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with cantilevered floors) of insulation. the top side of sheathing,or continuous insulation programs in connection with the work, for installed on the underside of floor framing and the acts or omissions of the contractor, CONTINUOUS MINIMAL extends from tttc bottom to the top of all EXPAND FOAM AT perimeter floor framing members. subcontractors or any persons performing FE Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, any of the work, or the failure of any of WINDOW PERI METER 3 E A V E DETAIL Crawl space walls covered with a Class i vapor retarder with insulation shall be permanently attached to the them to carry out the work in accordance overlapping joints taped. crawlspace walls. with the contract documents. NTS Duct shafts, utility penetrations,and flue shills Shafts,penetrations opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or Narrow cavities narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. PROVIDE BLOGKI NG AT Garage separation Air sealing shall be provided between the garage and STUD CAV 1 TY AT SHOWER conditioned spaces. AT EXTERIOR WALL Recessed lighting Recessed light fixtures installed in the building Recessed light fixtures installed in the building WINDOW UNIT ASCONTINUOUS BEAD OF thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. AIR BARRIER SEALANT Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or Plumbing and wiring insulation that on installation readily conforms to available space shall extend behind piping and CONTINUOUS MINIMAL wiring. EXPANDING FOAM ATIF, F1 N NA F-171 The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall Showerltub on exterior wail showers and tubs shall separate them from the A WINDOW PERIMETER showers and tubs, be insulated. The air barrier shall be installed behind electrical or oz TILE SURROUND F I NISH Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be GEMENT BACKERBOARD installed. BOAR installed. GONTI NUOUS BEAD HVAC register boots HVAC register boots that penetrate building thermal OF SEALANT I N5ULATED EXTERIOR envelope shall be sealed to the subfloor or drywall. STUD WALL When required to be sealed,concealed fire sprinklers v CONTINUOUS BEAD TH I N—PROFILE WALL shall only be sealed in a manner that is recommended o Concealed sprinklers by the manufacturer. Caulking or other adhesive 0 OF ADHESIVE SHEATHING sealants shall not be used to fill voids between fire 5 sprinkler cover plates and walls or ceilings. CONTINUOUS BEAD a. in addition,inspection of log walls shall be in accordance with the provisions of ICC-400. OF SEALANT MANUFACTURED TABLE P3201.7 SHOWER PAN SIZE OF TRAPS FOR PLUMBING FIXTURES A { TRAP SiZE PLUMBING FIXTURE MiNiMUM z (Inches) Bathtub (with or without shower head and/or. 11/ EXPANDING FOAM whirlpool attachments) 2 WOOD FRAME FLOOR ASSEMBLY Bidet 1 /4 License/ Seal Clothes washer standpipe 2 CONTINUOUS BEAD Disfnwasher(on separate trap) _ 11/2 OF SEALANT Floor drain 2 Kitchen sink (one or two traps, with or ; without dishwasher and food waste disposer) 11/2 Laundry tub (one or more compartments) 11/2 l Lavatory 11/4 f b � S Shower{based on the total flow rate through showerheads and bodysprays) 1 TYP. SEALING DETAILS ER Flow rate: 4 SEALING AROUND SHOW 5.7 glom incl less 11/2 More than 5.7 upm up to 12.3 gpm 2 NTS NTS More than 12.3 gpm tip to 25.8 gpm 3 More than 25.8 gpm up to 55,6 gpm 4 VICTOR CUNEO ARCHITECT P.C. MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION ATTIC, INSULATION 154 LAUREL ROAD ATTIC FLOOR FRAMING EAST NORTHPORT,NY 11731 RIGID INSULATION R-38 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE (631)261-2744 FF SITE BUILT ATTIC, ENCLOSURE - MECHANICALLY SECURED Project Name and Address 373 MECHANICAL LATG P E55URE -- --- BROADWATERS RD. SEAL AT ^EATHERS I INC 0 CUTCHOGUE, NY 0 EXPANDING FOAM SEALANT AT PERIMETER 0 MANUFACTURED PULL DOWN STAIR CONTINUOUS BEAD OF SEALANT DRYWALL CEILING O RECESSED LIGHTING FIXTURE Date: Scale 02/ 19/ 18 1/4"= 1'-0" Sheet No. SEALING@NEW RECESSED _ 2 ATTIC ACCESS SEALING 5 LIGHT FIXTURES NTS NTS o GENERAL NOTES: l. All work shall conform to national, state,and local codes. 2.All unnoted or non-visible easements ® are the responsibility of the owner/ 1 contractor. 3. It is the contractors responsibility to 0 familiarize himself with all aspects of 2"x4" CONTINUOUS TRUSS OR CELIN6 .JOIST BLOCKING AT 24" o. O LATERAL BRACE AT �'o.c. O 1 these documents prior to beginning any GABLE FEN;) O work. :2-106 NAILS 1 O 4. These drawings are the property of OO .a 4 5 Victor Cuneo Architect PC. Victor Cuneo ' SIDEWALL • • 50 Architect PC retains all common law © statutory and other reserved rights, l o-8d NA ; • O © 4' including the Copyright therein. Victor • . Cuneo Architect PC bears no HOLDDOW . ; 2-166 COMMON 4' 0 responsibility for their unauthorized use. • NAILS 10" o.c. 5. Victor Cuneo Architect PC shall not 5d COOLER NAILS AT 10" o.c. t • • � O O control nor charge of and shall not be O responsible for construction means, 2"x4" BLOCK NAILED TO EACH • CORNER 57UD1 4' WITH -4-106 NAILS CONNECTED TO 0 4 methods,techniques, sequences, or BRAGS ® • procedures, or safety precautions and GYPSUM BOARD TRANSFER SHEAR programs in connection with the work, for O GAGE 57RAP ZONE 5 ZONE 6 the acts or omissions of the contractor, 5d COOLER NAILS AT 1" o.c. _, ZONE 1 ZONE 2 ZONE 3 ZONE 4 subcontractors or any persons performing 10-8d NAILS FIELD 12" 0.C. 12" 0.C. any of the work,or the failure of any of FIELD 8" 0.C. 12" 0.C. 3" 0.C. 4" 0.C. them to carry out the work in accordance D ENWALL 5TUD5 PANEL EDGES 4" 0.C. 6" 0.C. 3" 0.C. 3" 0.C. PANEL EDGES 6" 0.C. 6" 0.C. with the contract documents. 1 CLG. BRACING GABLE END ALL 2 HOLD DOWN BRACKET 3 ROOF NAILING SCHEDULE 4 WALL NAILING SCHEDULE - 1,40 HDUS 140 Vult WIND ZONE (5 SECOND OUSTS) 140 Biu It WIND ZONE (3 SECOND GUSTS) USE 1/2" CDX ROOF SHEATHING U5E I/2" CDX WALL SHEATHING FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH 8D COMMON GALVANIZED NAILS 2" X II 1/2" 6A. - PATTERN A5 INDICATED BELOW 2" X II 1/2" 6A. - PATTERN AS INDICATED BELOW w H 20 GS 20ga straps A ENDWALL JOISTS Z ° Simpson H2A connector z 50CKIN ° RIDGE 5 BLOCKING BEAM/BOARD RAFTER SECTION A-A 00 ° Q 6 RAF TER TO PLATE / STUDS 7 RIDGE STRAP Z 5 FLR. BRACING ENDWALL Typical connector for every new rafter to plate to stud connection on second floor License/ Seal Exterior Interior ` Siding Building Paper ove H2.5 Eacr.r. eaFlashing per R�10 h to hder flashing 5 ---- .. t � H2A Each r.r. to to plat to over ledger SimJ pson ZMox oist Hanger 1 1/4" X 20 GA strap from king stud to header to top plate stud Rc-�f rafters 1 1/4" X 20 6A strap from jack EXTERIOR WINDOW AND DOOR stud to header to top plate � Simpson DTTIZ Lateral tension ties HEADER OPENINGS. at 4 locations, evenly spaced along deck and one within 24" of each end of ledger. With full threaded 5/5" dia. Rough Notation lag screw predrilled w/ min. 3" Opening D penetration to center of plate. VICTOR C V IV EO R.O. A B G D E ARCHITECT P.C. 2'-0" 2 1 1 1 1 1 G 8 LE) G E R SECTION 4'-01'' 4 1 2 2 2 2 &1-0111 5 1 5 5 2 3 A N75 154 LAUREL ROAD V-0111 "1 2 3 4 2 4 E EAST NORTHPORT,NY 11731 Notation: (631)261-2744 A - Nwmber of 5d nails 9 each F end of stro in B 2° �` I -4 _44I/2" Lag screws staggered pp g' I I/4 X 20 GA strap from jack / king as shown B - Number of sill studs on flat. Stud to rim 5t. to under Si I I Project Name and Address G - Nwmber of full hgt. king studs. Plato D - Number of 16d nails end nailed through adjacent king stud _ ' 11/4" X 20 6A stra from each 373 to end of header (9 each side. p E - Nuimber of jack studs (9 each F stud to rim jst. to under sill m BROADWATERS RD. end oofheader. plate F - Nuimber of 16d nails end 9 LE ) G E R BOARD CUTCHOGUE, NY nailed through adjacent jack stud NTS to end of sills at each side. (i-0 FRAMED OPENINGS All model numbers refer to Simpson brand products. Date: Scale : 02/ 19/ 18 1/411= 1'-0" Sheet No.