The URL can be used to link to this page

Home My WebLink About41587-Z gUFF044r � Town of Southold 6/5/2018 P.O.Box 1179 y rh 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39686 Date: 6/5/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 186 Willow Terrace Ln, Orient SCTM#: 473889 Sec/Block/Lot: 26.-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/18/2017 pursuant to which Building Permit No. 41587 dated 5/1/2017 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: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Holden, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41587 05-29-2018 PLUMBERS CERTIFICATION DATED 05-22-2018 J. 's Plumbing A rize ignature ��o�gUFfO(K�p� Town of Southold 6/5/2018 0 P.O.Box 1179 53095 Main Rd o4% � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39687 Date: 6/5/2018 THIS CERTIFIES that the building HOT TUB Location of Property: 186 Willow Terrace Ln, Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/18/2017 pursuant to which Building Permit No. 41587 dated 5/1/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Holden, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41587 05-29-2018 PLUMBERS CERTIFICATION DATED %L 111�) A/ At d gijn7ature suF�o�� TOWN OF SOUTHOLD BUILDING DEPARTMENT Iro TOWN CLERK'S OFFICE SOUTHOLD, NY dol � Sao 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#: 41587 Date: 5/1/2017 Permission is hereby granted to: Holden, Susan 186 Willow Terrace Ln Orient, NY 11957 To: construct additions and alterations to an existing single family dwelling (deck/bathroom) and accessory hot tub as applied for per Trustees and DEC approvals. 2 COs required. At premises located at: 186 Willow Terrace Ln, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-4.1 Pursuant to application dated 4/18/2017 and approved by the Building Inspector. To expire on 10/31/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $378.00 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO -ADDITION TO DWELLING $50.00 C - TTota/71 $50.00 $728.00 uilding Inspector pF SOUr�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road c/a Fax(631)765-9502 P.O.Box 1179 ® a� roger.richert(-town.Southold.ny.us Southold,NY 11971-0959 lyc4Ui19T`f,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Susan Holden Address: 186 Willow Terrace Lane city:Orient st: New York zip: 11957 Building Permit#. 41587 Section: 26 Block: 2 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No: 4770-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X list Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: 20A Wall Heater, 1- Bath Fan, 1- Paddle Fan. Notes: GFCI Protected Disconnet For Self Contained Hot Tub. Inspector Signature: KX� 2- Date: May 29, 2018 0-Cert Electrical Compliance Form.xls so 0- Town Hall Annex , Telephone(631)765-1802 54375 Main Road a °s Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959fy � `•Y i Y f 15�� DD BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2 3 201 TOWNOW X11 o n,Jl UM DEM • OF S®=OLD CERTIFICATION Date: Sr ZP_6 Building Permit No. 1i 15 g Owner: 140L. (Please print) Plumber: J Z a c o s P c.. A c-. t T1--j Ipu -c,e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plun&rs Signature) Sworn to before me this 23"'D Z 1 C a To C)- 172) dapofl, 20 18 /9� Notary Public, Sue.1t. County PEtER J.RNERLFIN , atary Public,slate of Newt* No,OIZW4634375 Qualfied in Suffolk County COmmisswn Eapim May 31,20 q l t *OF SOUL --- �o� y��o cm s �o �y00UNTl,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: OV� flA z - cqktom�, ok v J;� AA /11(o ) 014, �ck �lt y// DATE �� l INSPECTOR a0f SOOT h �O TOWN OF SOUTHOLD BUILDING. DEPT. 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) REMARKS: �tl '► �Y�ih ��Y � DATEWf INSPECTOR �g SOF SOUTy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - 1 NSPEO ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: � ✓� D 941 fyoiz*v-v% DATE ear INSPECTOR 1� FSO �0 Uly �o� olo N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1.001 R MARKS: X11 '� 01) 1 `�l� &QM4-- SA4(.4v\v DATE 3 INSPECTOR %IL arse s0ury o� # TOWN OF SOUTHOLD BUILDING DEPT. c0urm, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [ FINAL jib 7 o�DDS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: s � s• v �cd�. Get y '� - DATE 1 INSPECTOR J ' of SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 765-1802 f INSPECTION y [ ] 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: DATE S l INSPECTOR - ip m M mom • r: r jwd NO INsiTz-ATION.PER N.Y. AVA MQA NOMA y • 1. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �/ {�� Survey Southoldtownny.gov PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form 's Storm-Water Assessment Form Contact: Gary Steinfeld Approved 20 Mail to: West Creek Builders Disapproved a/c PO Box 256, New Suffolk, 11956 Phone: 631-334-9205 Expiration a' ,201V ng Inspector APR 18 2017 PLICATION FOR BUILDING PERMIT - O IN®�DEPT. INSTRUCTIONS Date_ April 17 , 2017 T a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Gary Steinfeld - 631.334.9205 West Creek Builders, LLC (Signature of applicant or name,if a corporation) PO Box 256, New Suffolk, NY 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Builder Name of owner of premises Susan Holden (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Gary Steinfeld, Owner (Name and title of corporate officer) Builders License No. 41503-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 186 Willow Terrace Lane Orient House Number Street Hamlet County Tax Map No. 1000 Section 26 Block 2 Lot 4.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Seasonal One Family Dwelling b. Intended use and occupancy -Seasonal One Family Dwelling 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work 1) 9.5' x 9.7' Bathroom Addition 2) Front Porch Rebuild 3) 12.3' x 15' Deck Addition and Rebuild of Existing (Description) 4. Estimated Cost 75,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 46' Rear 46' Depth 28' Height 16.5' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 46' ,-5.8.3' Depth 37.6' Height 16.5' Number of Storie's 8. Dimensions of entire new construction: Front 9.5' Rear 9 5 .` a Depth Height 12.8' Number of Stories 1 -`' Deck Expansion: 12.3' x 15' 9. Size of lot: Front 92.83' Rear 101.19' Depth 155.1' 10. Date of Purchase 10/9/2014 Name of Former Owner Kenneth Da:1, 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO_X 186 Willow Terrace Ln, 14. Names of Owner of premises Susan Holden Address Orient Phone No. 917-273-7064 Name of Architect Address Phone No Name of Contractor West Creek Builders, LLC AddressPO Box 256, New SuffollPhone No. 631-734-8416 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. Town of Southold Trustees and D.E.C. Permits Attached 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_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Gary Steinfeld being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (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. Swor to before me th' day ofWL 20 tk�v .11 BONNIE 1.DOROSKI oe Notary Public Notary Filb ic,State Of New ature of Applicard i,lo Qi006095328, Suffolk Q ntY Tr rm Expires July 7,20 9 1 ' John M.Bredemeyer III,President QF S0!/jj, Town Hall Annex lzrhael J.Domino,Vice-President � �lQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G • Q Telephone(631)765-1892 Charles J.Sanders 'O Fax(631) 765-6641 UNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8928A Date of Receipt of Application: November 21, 2016 Applicant: Susan Holden SCTM#: 1000-26-2-4.1 Project Location: 186 Willow Terrace Lane, Orient Date of Resolution/Issuance: December 14, 2016 Date of Expiration: December 14, 2018 Reviewed by: John M. Bredemeyer, III, President Project Description: To construct a 9.5'x9.7' one-story bath addition; proposed 1.7'x5.2' expansion and reconstruction of existing 5.1'x5.2' front porch; construct„ a 3:5'x4.5' in-fill to existing 3.5'x10.3' rear entry porch; reconstruct and expand existing 12.1'x10.3' on-grade hot tub deck by expanding it by an additional 15'x12.3', raise the elevatjon to meet existing seaward deck and center existing 7.3'x7.3' hot tub on deck; new deck to connect to existing 12.1'x15.8' seaward deck to be reconstructed as necessary; and for`200,linearfeet of garden fence. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the revised site plan prepared by West Creek Builders, LLC, dated December 27, 2016, and stamped approved on January 5, 2017. Special Conditions: Installation of a drywell if hot tub is to be permanent. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees Michael J. Domino,President �� soUTjLO Town Hall Annex John M.Bredemeyer III,Vice-President �O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • Q Telephone (631) 765-1892 Greg Williams OI,yCoUN� F 6 ) oa� , 2 D JUN - 4 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1478C Date: June 4, 2018 THIS CERTIFIES that the construction of a 9.5'x9.7' one-story bath addition; proposed 1.7'x5.2' expansion and reconstruction of existing 5.1'x5.2' front porch; construct a 3.5'x4.5' in- fill to existing 3.5'x10.3' rear entryporch• reconstruct and expand existing 12.1'x10.3' on-grade hot tub deck by expanding it by an additional 15'x12.3' raise the elevation to meet existing seaward deck and center existing 7.3'x7.3' hot tub on deck,• new deck to connect to existing 12 1'x15 8' seaward deck to be reconstructed as necessary; and for 200 linear feet of garden fence; At 186 Willow Terrace Lane, Orient Suffolk County Tax Map #1000-26-2-4.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 21, 2016 pursuant to which Trustees Administrative Permit#8928A Dated December 14, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 9.5'x9.7' one-story bath addition; proposed 1.7'x5.2' expansion and reconstruction of existing 5.1'x5.2' front porch; construct a 3.5'x4.5' in-fill to existing 3.5'x10.3' rear entry porch; reconstruct and expand existing 12.1'x10.3' on-grade hot tub deck by expanding it by an additional 15'x12.3', raise the elevation to meet existing seaward deck and center existing 7.3'x7.3' hot tub on deck; new deck to connect to existing 12.1'x15.8' seaward deck to be reconstructed as necessary; and for 200 linear feet of garden fence. The certificate is issued to Susan Holden owner of the aforesaid property. Authorized Signature NEW YORK STATE-DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ig Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny gov PERMIT MODIFICATION March 17, 2017 Susan Holden 186 Willow Terrace Ln Orient, NY 11957 Re: DEC ID# 1-4738-04501/00001 Holden Property 186 Willow Terrace Ln Orient, NY 11957 SCTM#: 1000-26-2-4.1 Dear Ms Holden: The NYS Department of Environmental Conservation (NYSDEC) has reviewed your request to modify-the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize the=followmg=actiwty- - Construct a 12' x 16' expansion to an existing deck. All work as shown on the attached plans prepared by West Creek Builders, LLC, dated November 1, 2016 and stamped NYSDEC-approved March 17, 2017. This letter is a modification to the original permit and must be available at the job site whenever authorized Work is in progress. All other teams and conditions remain as written in the original permit. Sincer ly, Laura Scovazzo Permit Administrator cc: BOH - TW File NEW YORK Department of TY STATEOF Environmental OPPORTUNI Conservation Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04501 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: SUSAN HOLDEN HOLDEN PROPERTY 186 WILLOW TERRACE LN 186 WILLOW TERRACE LNISCTM 1000-26-2- ORIENT, NY 11957 4.1 ORIENT, NY 11957 Facility Application Contact: WEST CREEK BUILDERS LLC PO BOX 256 NEW SUFFOLK,NY 11956 (631) 334-9205 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 726.421 NYTM-N: 4557.19 Latitude: 41°08'04.0" Longitude: 72'18'08.7" Project Location: 186 Willow Terrace Lane - Watercourse- Orient Harbor Authorized Activity: Construct a 9.5 x 9.7 one-story addition to an existing single-family dwelling, expand the front and rear porches and install a fence. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on December 8, 2016. (LFS) DEP- ARNO Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04501/00001 New Permit Effective Date: 12/8/2016 Expiration Date: 12/7/2021 Page 1 of 7 Am v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONtubw Facility DEC ID 1-4738-04501 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,N 11790 -34 Authorized Signature: � ✓� Date Distribution List WEST CREEK BUILDERS LLC Marine Habitat Protection LAURA F STAR Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures.identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by West Creek Builders, dated November 1, 2016 and stamped NYDEC approved on December 8, 2016 . Page 2 of 7 PROPOSED PROJECT: 1 — 9.5' X 9.7' BATH ADDITION (92SF) 2 — 1.7' X 5.2' FRONT ENTRY PORCH EXPANSION 3 — 4.5' X 3.5' REAR ENTRY PORCH IN—FILL 4 — 200 LF 6' HIGH GARDEN FENCE NYSDEC _ l 5 - 12.3' X 15' REAR DECK EXPANSION APPROVED AS PER TERMS qOd. AND CONDITIONS OF GK NPERMIT NO. —Y73 —0 VSDIlrI1 15') FO°27 DATE 11 -� G� EXI5TING ON-6 E DECK f AND__ OSE Dw PROP05ED 2 HOT.TU rue u� �ED AN FENCE pNO� ° AND TTAGH DTO )j"'•' -- -- EXIS IN65T UCTURE 12 1' 16 1' i q5' DECK 15 a' PROPOSED 9.5'X 9.7' WEST CREEK ENTRY 52' ADDITION(925F)ON BLOCK FOUNDATION PORCH DESIGN BUILD I REMODEL 1 PROP05ED ENT Y PORCH r EXPAN51ON(1.7' 5.2') 1, A EXISTING 142' DRAWINGS- x 1 STY FRM PARKING PROP05ED FENCE ON GRASS West Creek Builders,LLC 301' F HOUS7 5' our000R 200 LIN, FTS PO BOX 256 SHOWER inNew Suffolk, NY 11956 ci o T 631.734.8416 � N p 24 2' 66A REVISIONS/ISSUE: 11 01 16 ry 312' RELOCATE Ah'p� EX15TING SHED EXISTING SETBACKS: SANITARY b3' 35'FRON YARD PROJECT 129.48' ' �' 5'SIDE Y RD Holden Residence 576- 141N 5HEE il6 212' 186 Willow Terrace Ln PLAN Orient, NY 0' DRAWING: .ME HOUSE Site Plan )DITION5 PROJECT NORTH =D FENCE S1 LOCATION MAP ORIENT, NY _ 1 PRO 5 p EXPANSIO (1 o r O SITE MEAN HIGH WATER(MHN) 1 m 01 AUGUST 1,2013 b:5bAM___�r O kENNETH M NOYGHUK LAND 5URVEYIN6, PLLC C kENNETH WOYGHUGK w Z o � O oto Cn 9 O m PROPO ED REAR S1 PORCH IN-FILL .5'X4.5' SUFFOLK COUNTY TAX MAP #1000-26-2-4.1 % 1 ADDRESS: 186 WILLOW TERRACE LANE, ORIENT, NY 11957 OWNER: SUSAN HOLDEN SITE AREA: 13,719 SF 1 LOT COVERAGE (UPLAND): 1355 SF = 14% EXISTING 1472 SF = 16% PROPOSED � EXISTING BUILDING FOOTPRINT: 1224 SF Q 1 PROPOSED ADDITIONS: 300 SF (24.5%) (INCL. PORCH EXPANSIONS) ZONING: R40 PROP05EDE FLOOD ZONE: AE (EL6) 56ALE: 1 COASTAL EROSION AREA TOTAL COASTAL EROSION AREA: 4246 SF F-1 EXI5TING UPLAND AREA: 9473 SF EIPROP05E EXISTING COVERAGE BY IMPERVIOUS STRUCTURES: 1355 SF = 14% — PROF PROPOSED COVERAGE BY IMPERVIOUS STRUCTURES: 1656 SF = 17.5% AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ftr Facility DEC ID 1-4738-04501 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately.�pr6tected'froin�tlie Weather..,, 5. Failure to Meet Permits`Conditions Failure of the permittee to meet alllliq,rconditions of this permit is a violation of this permit and grounds for an order to immediately cease the pernutted activity at the project site. 6. No Feaicingn Tidal Wetland All fencing installed under the authority of this permit must be located in tle+adjacent area (upland). This permit does not authorize the installation of fencing in tidal wetland az as. 7. No Installation below SHW In situations where the fencing will be installed perpendicular tthe shoreline,the fencing must not extend seaward of the line of Spring High Water. , 8. Sest Management Practices Best management practices must be employed to prevent construction materials, debris and sediment from entering tidal wetlands/protected buffer areas and surface waters Suchxpr=acticesrxxlay include,>zut.anotlimitedxto,tempporary�c_onstructiosand�silt�fe_n_cing„sed,hayl bales, floating containment boom or platforms, and netting. These best management practices must be installed and,naintained`as per Yie NY6DEC approved plan(s) and/or approved project desgripti'on” locationsr,'` r � K 9. No Changes to Septic System This permit does not authorize=anyal'feration, expansion or replacement of existing septic systems. J 10. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. I ,v .f•.i:.'.-._^'C.;. '-"'.7:.'..,�"x.,^ .;fi'. `•3iv:'}""":t1f.K:.a.'..•"...,..s.. .....«.. 't .._.3;_.+-'.:.Cft','i� W:�.L'_s.':ur.^, 11. Contain Exposed, StockpiledSoilsAll disturbed areas where soil will be temporarily exposed or stockpiled for'`l iii& tl an'484hoi�is sha'll`be ififaineiff—'b`continuous'line`of`staked`lia hales 55 ilt curtains (or'other NYSDEC approved devices)placed on the seaward side between the fill ariif the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion-prior to the project completion or expiration date of this permit, whichever comes first. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). Page 3 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04501 15. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. Debris Removal Should any demolition or construction debris fall into the waterway or enter the protected buffer area and/or tidal wetlands, it will be removed immediately. 18. Debris Disposal All demolition an d~construction debris will be"prq�erly disposed of at a licensed facility. wy. } , All 19. Storage of Equipment,Materials The storage of construction equipment and`'materials shall be confined withinrth project work area and/or upland areas greater than 50 linear feet frofinthe tidal wetland boundary. 20. Use qiffreated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specilly approved by the Department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 21. Minimize Adverse Impacts to Wetlands,Wildlife,Water All work must be performed in a% manner which minimizes adverse impacts to wetlands,wildlife, water quality and natural resources. - E� 22. Conerete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor steal washings from ready-mixed concrete trucks,mixers, �othei~de"v ces beallowed to enter any wetland or waters. Only watertight,,{o � water�fiforms shall be used. Wet concrete shall not be poured to displace water wit ffffie forms. 23.v recautions Against Contamination of Watersltnecessar R ecautions shall be taken to .s .. precjude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lub 'cants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. R{ 24. State May Re .juirre Site Restoration yIf upon the expiration or revocation of this ermit, the, project hereby authonzed has not been completed; the applicant shall;without expense'to the State, and to such extent;"a`ndsin such=time,andmanrier'as=tfie=D"eparhnerit=ofEnTviiorimen`ta1 Conseivatbnmay lawfully require, remove all or any portion of the uncompleted structure or fill and restore thei'ite to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04501 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit. the structure, fill, excavation, or other modification of the watercourse hereby.:authoiized shall not be completed, the owners, shall, without expense to the State, and to suclSi tent and in such time and manner as th`e;Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its forme condition the navigable and flood capacity of the watercourse. No claim shall be made against tlf&State of New York on account of any such removal or alteration. `` d'rr� Y•zf �c�. 26. State No0bable for Damage The State of New York shall in no case be liable for Ardamage or injury to the5structure or work herein authorized which may be caused by or result from futuroperations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim orright to compensation shall accrue from any such damage. ti GENERAL CONDITIONS - Apply to ALL Authorized Permits: Y�'$i.'�.%.`F.n+teJ".�:..=F.S ._+�. U"nr412i".li+,.w4Tw�...:Zit?.�" ..."�._.'Z.w.u`.��.x."sr"ar.�.�£=��ac."•:i....._".--.e�C'u.."="s.5le:.�.^5t loris:c`-TrT7'..r:a:�v.+�2:t'•^'*%a:`*n25.'.�.at.� L�T..�.�:i.�' 1. Facility Inspection-bF-The'-Depaa tment The permitted site or facility, including relevant rrepozds is subjectirispec ion at reasonable hos�andantervals by an authorized representative the Departmelt of EnV16nmental Conservation(the Departmenft)).to determine whether the permitttee is complying with this hermit and the ECL. Such representative may order the works_pnde pursuant to ECL 71-0301 and 15APA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the 1-, area when requested by the Department. � ,^„rr::s.�e.,._..-�:p —_..ra::,K.az:.. .:,rz>,:..,...�:t::s:^�:,rrr:.�=F�:-..w�:�zxrr. .�_...;;..�w_.:.c•.:r__:.t:;-;.�.,a•�;:.�.sr.;:.._::�•.:...�c+;:..,._ .3.'rwsz:.:�:+r:�f#� A copy of this permit, including all referenced maps, drawings and special conditions, must be available for ins ecti n"li�the A�.4��• �r:�z•:�rtx- .� •W-,..,�..;...{. x:a:....; :; :.. �.::. ...;,.r, ,��,<,. ..�.. �n.•;� p o y 'Departrien`t at`all times at the p`roj`ect'si"te orrfacility: Failure to produce a�copy of the permit upon request by a Department representative is a violation of this permit. : 2. Relationship'rof this Permit to Other Department Orders and Determinations Uhless expressly provided for by the'Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 14738-04501 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stonyo-8rook150 Circle Rd :� Stony Brook,¢NY11790 -3409 f•'r `'�f yam. 4. Submission o�ffcRenewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permitodifications, Suspensions and Revocations by the Department The Department reserves the right to exercise'all available authority to modify, suspend or revoke this permit. I%p grounds or modification, suspension or revocation include: a. $materially false or inaccurate statements in the permit application or supporting papers; failure by the permittee to comply with any terms or conditions of the permit; �i ex`ceedI' scope of'the project as` de ribedin he pei applic ..�=-rte•. d. ne iscovered material inforift... n or a material change in environmental conditions,relevant 1P11technology or applicable law or regula o since the issuance of the ex�istin�gpermit; noncompliance with previously issued permit-conditions, orders of-the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related t � r the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically rohibited by statute,regulation�or another permit condition: Applications for permit e sU iHi . x x u rmit transfer sYiould�be submitted prior to`actual'transfer of ownershi .�.. 3�. _ xx .. Page 6 of 7 A NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION E Facility DEC ID 1-4738-04501 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining-any-other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 FFQ Scott A. Russell ,��°su /r16 ST0]KMWA\TlE1K SUPERVISOR - MA\ISA\(G 1E1\\A1E1N-\T 53095 Ma a Road-S 9 OUTHOLD,NEW YORK 11971 O �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OR 17 20 1Y ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: � Yes No (CHECK ALL THAT APPLY) (, ( if ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material 4 within any parcel or any contiguous area. { ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1 Q❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®❑ E. Site preparation within the one-hundred-year floodplain as depicted j on FIRM Map of any watercourse. ' ❑❑x F. Installation of new or resurfaced impervious surfaces of 1,000 square E feet or more, unless prior approval of a Stormwater Management } Control Plan was received by the Town and the proposal includes ' in-kind replacement of impervious surfaces. , If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Dktrtct NAME: West Creek Builders, LLC 26 2 4.1 04/17/17 �^^ Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** )1 Contact Information Gary Steinfeld 631-334-9205 J/ ' — — — — — Crdepho�Numherl — I {� ! J Reviewed By: — — — — — — — — — — — I j Date. `�-��1 Property Address/ Location of Construction Work: 1 — — — — — — — — — — — — — — — — j ® Approved for processing Building Permit. l� 186 Willow Terrace Lane. Orient 5tormwater Management Control Plan Not Required. j — — — — — — — — — — — — — — ! Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 4—J APPLICANT: S.C.T.M.# 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) -----------=-� �— �� 26 2 4.1 Stormwater Management Control Plan CHECK LIST NAME Gary Steinfeld Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pmoc Print Date: A1C The applicant must provide a Complete Explanation and/or Reason for not providing 631-334-9205 09/15/14Ol �'''� all Information that has been Required by the following Checklistl Signature Tdepbom Number I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries WX 00 b. Total Site Acreage. 00 c. Existing -Natural & Man Made Features within 500 L.F. X of the Site Boundary as required by §236-17(C)(2. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 000 N/A- Drywell to remain above ground wat in 19 Li V LS e. Limits of Clearing & Area of Proposed Land Disturbance. X]=O f. Existing & Proposed Contours of the Site (Minimum z intervals) x0 Level site - see site plan/survey g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& X �� proposed structures. 1. Location of proposed Swimming Pool and discharge ring, O X� No swimmina O j. Location of proposed Soil Stockpile Area(s). 00 EROSION & to- k. Location of proposed Construction Entrance/Staging Area(s). ==FX7 II include but 1 10 1. Location of proposed concrete washout area(s). X 00 1 maintained on M. Location of all proposed erosion&sediment control measures. =1=0ked Silt Fencing, 2. Stormwater Management Control Plan must include Calculations showing d it Fe ci Or I that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch DRAINAGE INSPECTIONS rainfall/storm event. Contact Tat 765-1560 before 3. Details&Sectional Drawings for stormwater practices are required for approval. Backfill', OR Provide Eng!Reegs Certification Items requiring details shall include but not be limited to: that the drainage has been installed to C-octe. a. Erosion &Sediment Controls. X =11 b. Construction Entrance& Site Access. 00 Existing site access to be used c. Inlet Drainage Structures (e.g.catch banns,trench drains,etc.) =EK1 None d. Leaching Structures (e.g infiltration banns,swales,etc.) FOR ENGINEER _. PARTMENT SE ONLY l Additional Information is Required. l Reviewed & Stormwater Management Control Plan is Not Complete. I 'j Approved By: - — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date. SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 • UI G DEPARTMENT-Electrical Inspector I TOWN OF SOUTHOLD 201 o • �" n Ha nex- 54375 Main Road - PO Box 1179 M 23 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 Bul][MvmD t9 roper:richertcatown.southold.ny.us TOWN OF SOUTAOLD-1A -.o APPLICATI&ftOR ELECTRICAL INSPECTION REQUESTED BY: Glen Jacobs Date: 05/21/18 Company Name: Glen's Electric of Long Island Inc. Name: Glen Jacobs License No.: 4770-ME email: 'acobs782 a Address: PO Box 1304 James ortNY 11947 Phone No.: 631-722-2543 JOB SITE INFORMATION: (All Information Required) Name: Susan Holden Residence Address: 186 Willow Terrace Lane Orient. Cross Street: King Street Phone No.: 631-334-9205 - BIdg.Permit#: 41587 email: Fax Map District: 1000 Section: 26 Block: 2 Lot: 4.1 BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1) Bathroom Addition 2)Hot Tub Circle All That Apply: Is job ready for inspection?: 0/ NO Rough In ina Do you need a Temp Certificate?: YES/ Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 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? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspecpon Form As ✓_��I" OF SOUIyo! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 J olyCOU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 22, 2018 West Creek Builders P.O. Box 256 New Suffolk, New York 11956 RE: 186 Willow Terrace, Orient, Susan Holden TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspecto 31-765- 2) 6t - mom �l no A fee of$50.00. C t — 19 Final Survey with Health Department Approval. 1 X15 C:,6 -10,q 1.1 Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) S ` IrA Trustees Certificate of Compliance. (Town Trustees#765-1892) `/� al /Qr, , Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41587 hot tub on deck & bath PN , .< F) ON BLOCK FOUNDATION WESTCREEK DESIGN BUILD I REMODEL �ORCH' ') - PARKING - DESIGN: ON GRA55 West Creek Builders,LLC PO Box 256 LU New Suffolk, NY 11956 Ln IT 631 .734.2183 • , ° CA `n ENGINEER: James J. Deerkoski, P.E. - 260 Deer Drive , EROSION&SEDIMENT CONTROLS Mattituck, NY 11952 Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization& RELOCA E Seeding of exposed and/or inactive soils, EXI5TING 5HED - - I r0 REVISIONS /.ISSUE: 1 5 ETBAG 5: DRAINAGE INSPECTIONS ARE REQ�IIRED Coritact TOS Engineering at 765-1560 before Permit Set 03. 1 0. 1 7 35 FROM YARD Backfill, OR Provide Engineer's Certification 5' 51 DE YARD that the drainage has been installed to Code. 5HE ; 5-3- 21.2' PROJECT: Holden Residence APPROVAL OFSTOR ATERMA 186 Willow Terrace' Lane CO%titOl PLAN -T wry Cod C NAGS 6ENTOrient, NY 11957 Approved by: NEW o DRAWING: DEER�O'P�. �`�" � SITE PLAN , § {cam M' Uj C? 0. 07 AR ESS\ �P UNI '12., X 'It) PROVIDE DRYNE j IF HOT TUB 1 O 15 PERMANENTLY m C1 15' IN5TALLED N _ _ _ EX15TING ON-G DE EGK;' ` WAND OT TUB 0 BE DW PROPOSED ,d 12.3' ELEtTED FENCE r s AND AT O - - ----J EX15TI G 5T UGTURE O 1 L� 12.1' 6.1' PROPOSED q. q.1 ADDITION 02 5F) ON -A ---- DECK 1 ENTR 5 2' S 0, 501L-5TOC,K PORG �, , PILE AREA PROPO ED REAR PROP05ED ENTRY PIORC PORCH IN-FILL 3.5' X-45) EXISTING 14.2' EXPANSION (1 .1' X 5.f') = 1 STY FRM 7� PROPOSED FENCE d 1 HOUSE ZFFL EL �.5 OUTDOOR 200- LIN. FT 30.1' -- (� SHOWER 24.2' 66.9' 1 1 ; EXISTING SANITARY wa. 129.48' 5760 141yy 5H PROP05ED 51TE PLAN 56ALE : 1 " = 20' EXI5TING FRAME HOU5E PROP05ED ADDITION5 PROP05ED FENCE SITE PLAN. SCALE : 1" = 10'-0" o MEAN HIGH kNATER (MHN) lb AU(5U5T 1 , 2013 6:56AM kENNETH M NOYCHUK LAND 5URYEYING, PLLC 1 kENNETH NOYCHUCK � 2 W � � � O PROPo ED REAR ��. PORCH IN-FILL 3.5' X 4.51; ORIENT, NY 11957 Z 2 � 1 O XISTING 1 ."OPOSED 1 -)F r (24.5%) 1 0tK 0� 'F 3)F TURES: PROPOSED '-TURES: SGALE : 1 ' EX15TING .0 PROPOSE; - PROF SITE SCALE : 1 ' 1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 26 BLOCK: 2 LOT(S): 4.1 KING I� LAND N/F 5� OF o s� THOMAS & MARY z KAVAZANJIAN ?0' o 1.01 Ivao • —+ r✓ r r ^ 1•0N �� 00 r r r WOOD n•2 Al 155.10 o � Cd PUiFORMf SPA LAND N F y r .� r✓ .—� r✓ �� ;,1 7.427.4' %� NBO OF / r r✓ r r✓ r .°i ! CIV -� 2?yam DAVIS 1 r rQ-� r✓ r ..�.► �1EL 5.6 -- �6.1g. gyp,, �• R I r r r[��I+� r✓ :�1 EL 5.8 12.o' --_1s.1• _ EL 5.6 U..�Ett P. 9��' 1000 r r✓ `�iI -� r✓ r- ,�za --__'_ wood EL 6.5 -� .� r L+ r✓ r r--g, 1 __ s •o neat w € S79-sq p 2O ^I l 70 ` _:= SYY FRIT 7E MAY r r r r i w000 DwELLwC =n w N O / �J J -'=R OuiD00R Q! . •� -':CRAWL EL- 4.8_ SHOWER O EL,5.8 t -_ --- n it V Ilk .—C EL 5.9 EL 6.0 66 9• ,c MAP OF WILLOW TERRACE SECTION ONE 4 FILED NOV. 28, 1969 No.5407 rr rrr� �t C � rr✓ rrrr- EL 5.8 t s rrrrrr S76.14'00" &Y I ri � rrrr✓ ra mFrw1. 129.47' oss +eo 21.0. cri EL 6.5 LAND N/F OF I U.P. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PHILIP & JOAN FREY LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA' OBTAINED FROM OTHERS. NAVD88 AREA: 13,718.55 SQ.FT. or 0.31 ACRES ELEVATION DATUM- ------------------------- UNAUTHOR/ZED ALTERATION OR A0017701V TO THIS SURVEY 1S A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U7I01V LISTED HEREON, AND TO. THE ASSIGNEES OF THE LENDING INS77TU7I0N, GUARANTEES ARE NOT TRANSFERABLE. 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 77-IE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND DINER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: SUSAN HOLDEN; MAP OF: FILED: SITUATED AT: ORIENT TOWN OF: SOUT�IOLD KENNETH M WOYCHbK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design UPDATE SURVEY 1 1-18-16a P.O. Box 153 Atluebogue, New York 11931 FILE # 13' 125 SCALE: 1„=30' DATE:AUG. 1, 2013 PHONE (631)298-1588 FAX (631) 298-1588 _ N.Y.S. LISC. NO. 050882 maintaining'the-records of Robert J. Hennessy & Kenneth Y. Woyehuk REScheck Software Version 4.6.4 Compliance Certificate Project Holden Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg, faces 90 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 186 Willow Terrace Lane Orienty, NY 11957 Compliance: 0.0%Better Than Code Maximum UA: 38 Your UA: 38 Maximum SHGC: 0.40 Your SHGC: 0.29 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. 0 Perimeter 0 Ceiling 1: Flat Ceiling or Scissor Truss 92 30.0 0.0 0.035 3 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.440 3 SHGC: 0.26 Wall 1:Wood Frame, 16"D.C. 76 21.0 0.0 0.057 4 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.32 Orientation: Front Wall 2:Wood Frame, 16" D.C. 76 21.0 0.0 0.057 4 Orientation: Back Wall 3:Wood Frame, 16" D.C. 77 21.0 0.0 0.057 4 Orientation: Right side Window 2:Wood Frame:Double Pane with Low-E 3 0.290 1 SHGC: 0.31 Orientation: Right side Wall 4:Wood Frame, 16"D.C. 77 21.0 0.0 0.057 4 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 92 30.0 0.0 0.033 3 Crawl 1: Masonry Block with Empty Cells 142 0.0 10.0 0.078 10 Wall height: 3.7' Depth below grade: 2.3' Insulation depth: 3.7' Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden ResidenceRESchech.rck Page 1 of10 Compliance Statement: The proposed building designed here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The ropos building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandator require is listed in the REScheck Inspection Checklist. Name-Title Sign re Date P,AEOF NFp;,Y F,S 3. DHFR 0 0 cr, Tv Z !' . FQA� `j 0� �FESSIO Pd Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\HoldenResidenceRESchech.rck Page 2 of10 2015 MCC Energy Efficiency rti i t Above-Grade Wall 21.00 Below-Grade Wall 10.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&D.. Window 0.30 0.32 Door Skylight 0.44 0.26 .. Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 42.0% 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. C -Se tioir - - z . Plans Verified- Field Ve�ifid # :Pre=Inspection%Pliari., te`view, >:' Complies?; Com- eats/Assump#Ions« ,.,. Val`ue,�•.�N Va"lue 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2documentation demonstrate ;': ;. ❑Does Not [PRl]i ;energy code compliance for the ❑Not Observable 101 :building envelope.Thermal envelope represented on �-_ _`'' • ; ry ;construction documents. a ,❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 .!energy code compliance for `= [PR3]1 ;lighting and mechanical systems. 'i ± `,�:' r' ❑Not Observable lJ !Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. I 30`2e1;° Heating and cooling equipment is' Heating: Heating: ;❑Complies 403:7'' ;: sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]? ; on loads calculated per RCCA Cooling:; Cooling: Manual or other methods g ❑Not Observable ] Btu/hr ; Btu/hr ;:F-]Not Applicable approved by the code official. :a - ,1 I Additional Comments/Assumptions: 11 High Impact (Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden ResidenceRESchech.rck Page 3 of10 SectionPlans'Verified Eield•Verified Foundation inspection. Complies? Com meatsTAssumptions Value. Value 402.2.11 Unvented crawl space wall R- R- ;❑Complies ;See the Envelope Assemblies [F0711 !insulation R-value. R_ R_ ;❑Does Not ;table for values. -0J ! ;❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall }❑Complies :Requirement will be met. [FO8]1 !insulation installed per ', ,° ,,:I❑Does Not manufacturer's instructions. M1`w ❑Not Observable ; ❑Not Applicable ; 402.2.11 ;Unvented crawl space continuous ❑Complies ;Requirement will be met. [F09]1 !vapor retarder installed over r ; ,.; ❑Does Not ; ;exposed earth,joints overlapped :by 6 in. and sealed, extending at ;- _ .- a RNot Observable ! °❑Not Applicable least 6 in. up and attached to the t' .; , wa ll. . 402.2.11 ;Unvented crawl space wall ; in. in. ;❑Complies ;See the Envelope Assemblies F01011 insulation depth of burial or !❑Does Not ;table for values. !distance from top of wall. J ; ;❑Not Observable ❑Not Applicable 303.2:1. ;A protective covering is installed 8 ", =`,.'-t °..;;r '; .Fy •�w='> p :Exception: q ❑Com lies Exce tion: Re uirement is [FO11]2'. Ito protect exposed exterior c' ; " '-t ' . {°.'[]Does Not not applicable. insulation and extends a ' 4w H ❑Not Observable minimum of 6 in. below grade. " j ❑Not Applicable 403.:9 jSnow-and ice-melting system i` `. k". ¢~,, , :❑Complies ; [F012]2 'controls installed. I ` ❑ iDoes Not ! =W 's.:.J❑Not Observable TI 13, Applicable ; Additional Comments/Assumptions: 11 High Impact (Tier 1) 2' Medium Impact(Tier 2) '3.1 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\HoldenResidenceRESchech.rck Page 4 of 10 Plans Verified~ ,.FGeIiJ Verified°' %Rough=ln Inspection Complies?, Comments/Assumptions Value" _ Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). ;❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.5 6 ;❑Not Applicable [FR2]1 v 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance +:` v :❑Does Not with the NFRC test procedure or ❑Not Observable ,taken from the default table. -F ❑Not Applicable 402.1.1, ;Skylight U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.3, �❑Does Not table for values. ' 402.3.6, 402.5 ; ❑Not Observable [FR5]1 ;❑Not Applicable V 402.4.1.1 ;Air barrier and thermal barrier - a; ':`` ❑Complies ;Requirement will be met. 'A [FR23]1 installed per manufacturer's ❑Does Not ;instructions. ;- wy ❑Not Observable -]Not Applicable 402.4.3 ;Fenestration that is not site built `e`= ,;"' 'E;, „;'`-: y<,;_ g' ❑Complies ;Requirement will be met. [FR20]1 lis listed and labeled as meeting Does Not U AAMA/W DMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 1400 that do not exceed code pP limits. ::s` _:.jam 412;4.5 x IC-rated recessed lighting fixtures'' 3° ' it`.:¢, .JN}. ; ;❑Complies ;Requirement will be met. [FR716]z sealed at housing/interior finish y ';; '_ :r, ' " -t' .`. ❑Does Not and labeled to indicate <_2.0 cfm w ❑Not Observable i leakage at 75 Pa. � r`��' %#� ��?`. •a;••� , ❑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 ' R-6 where < 3 inches.Supply and ❑Not Observable ; o '- .t. ❑Not Applicablereturn ducts in other portions f ;the building insulated >_ R-6 for �,':; `>•- '1,`�_•,,- ; ;diameter>= 3 inches and R-4.2 = x =* Ifor< 3 inches in diameter. 403'33.5,_-:;Building cavities are not used as N, ;:, :n ❑Complies [FR15]3-- ;educts or plenums. ;_5k '?' -.` ❑Does Not lug f:. h'µ .;i- ❑Not Observable []Not Applicable 403 4� .,. •1HVAC piping conveying fluids ; R- R ;❑Complies ; [FR17]? above 105 °F or chilled fluids I ❑Does Not 1 !below 55 °F are insulated to >_R- I I I 3. ;❑Not Observable ; ' ;[:]Not Applicable 403.4.1 ;,Protection of insulation on HVAC .• {_`~ ❑Complies [FR24]1 ;piping. : ❑Does Not ❑Not Observable ❑Not Applicable 40:53':_, ';Hot water pipes are insulated to R- R- ;❑Complies [FR18]?n• ' >_R-3. UDoes Not g ;❑Not Observable ;❑Not Applicable 1 High Impact (Tier 1) `.2y± Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\HoldenResidenceRESchech.rck Page 5 of10 e i "Oulnswi 'rifidd� ,,�FiI �Ver fied Framing fA6UgfiA6 inP ction P Iles! Comments/Assumptions._ VaIue VWlue , q., Automatic or gravity dampers are �4 3.6 ElComplies :Requirement will be met. 0 f 19 FR tJ installed on all outdoor air E]Does Not intakes and exhausts. EINot Observable ONot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [2" Medium Impact(Tier 2) 13�J Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden ResidenceRESchech.rck Page 6 of 10 iiiiisuIUWoi dins ection. :P�,ansVerified "Field.Verified. „Com •lies? Comments/As"sumptions:,, --- P _ s�-,-- Val'ue {_ `.Value`•°. _ = P &.RegiD 303:1 All installed insulation is labeled ❑Complies ;Requirement will be met. [I il3 , ,,orthe installed R-valuesI- I : 9m = ❑Does Not provided. ;J` ❑Not Observable []Not Applicable 402.1.1, 1 Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 1 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 ❑ [IN2)1 !in substantial contact with the Does Not ❑Not Observable underside of the subfloor, or floor �❑NotApplicable ; framing cavity insulation is in contact with the top side of7. 'FA :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 ,,J•` aeM. '�` !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/z of the !❑ Wood ;❑ Wood ❑Does Not stable 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 ; ! 303.2Wall insulation is installed i • .,. ` .'. ❑Complies ;Requirement will be met. per p [IN4]1 i manufacturer's instructions. ;;'x; w :q ' ❑ Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\HoldenResidenceRESchech.rck Page 7 of 10 "Sectiari: "•.'";: �rE- - F - •:.,:' _- ns Verified;::° Fileld�Uer'ifiedtffibf Inspection Provisions 'Values '.: Value = Complies?• ,tCbfilmenisiAssumptions 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 I [FII] ;❑Not Applicable 303.1.1.1, !Ceiling insulation installed per "'" ❑Com lies ;Requirement will be met. 303.2 :manufacturer's instructions. 'r` _':C❑Does Not [FI2]1 ;Blown insulation marked every ; ❑ 300 ft2.. '" Not Observable ❑Not Applicable ; Vented attics with air permeable 10complies ;Requirement will be met. [FI22j? insulation include baffle adjacent ;` J ❑Does Not ito soffit and eave vents that ,extends over insulation. [:]Not Observable , s`,..]❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 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. [FI17]1 ach in Climate Zones 1-2, and 1 ;❑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 ; [FI4]1 !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. 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 !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 j 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 = l . , ❑Complies [FI24]1 by manufacturer at<=2%ofr' ❑Does Not design air flow. i, • .. , �` - _ � `_ ':, •�, - . ❑Not Observable ; ❑Not Applicable 403a:T ;Programmable thermostats .,:.• ❑Complies [Fig]2- i installed for control of primary ❑Does Not ;heating and cooling systems and ^u` ❑Not Observable ' initially set by manufacturer to code specifications. ); ❑Not Applicable 403:1:2_ ';Heat pump thermostat installed 'Y°' ;" °,`; `.. ❑Complies [17110]2 ;on heat pumps. ❑ Does Not ❑Not Observable ❑Not Applicable ;Circulating service hot water :a ❑Complies [F.111]? systems have automatic or '' ;''` ❑Does Not ,I accessible manual controls. ❑Not Observable ' tNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden ResidenceRESchech.rck Page 8 of 10 Section Plans Verified Field Verified # Final inspection Provisions Value Value Complies? comments/Assurnjstions. &"RegJD' 403.6.1" All mechanical ventilation system ❑Complies ; ,[F12512 ' ` 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 i ' 1❑Complies [FI26]? through one-or two-pipe heating jElDoes Not 1 systems have outdoor setback control to lower boiler water ; ' :1 ❑Not Observable ltemperature based on outdoor i < . ❑Not Applicable ; S } I temperature. 403.5;1:1 ;Heated water circulation systems ; ;❑Complies ; [F12812 j have a circulation pump.The t ❑Does Not system return pipe is a dedicated ; , return pipe or a cold water supply .; ~ ❑Not Observable I 1 pipe. Gravity and thermos- t ;❑Not Applicable lsyphon circulation systems are ""v' f ; not present.Controls for circulating hot water system pumps start the pump with signal', afor hot water demand within the occupancy. Controls automatically turn off the pump Iwhen water is in circulation loop j• is at set-point temperature and no demand for hot water exists. - 4035.1.2 1 Electric heat trace systems ❑Complies ; [FI29]2 'comply with IEEE 515.1 or ULI t❑Does Not 1515.Controls automatically ' ❑Not Observable !adjust the energy input to the I' ' "I❑Not Applicable heat tracing to maintain the - Pp y. desired water temperature in the _J i piping• . 403:5:2 ;Water distribution systems that „ ':a ❑Complies ; [F130]2 3 have recirculation pumps that f ., ••�❑Does Not pump water from a heated water supply i e back to the heated :1❑Not Observable swater source through a cold '❑Not Applicable water supply pipe have a ;demand recirculation water 1` lsystem. Pumps have controls h' , that manage operation of the pump and limit the temperature !water the water entering the cold I ;water piping to 104°F. ! P 1 1 403.5.4 Drain water heat recovery units ,❑Complies ; [FI31]2 etested in accordance with CSA " ❑Does Not 855.1. Potable water-side }pressure loss of drain water heat ;❑Not Observable ; recovery � units < 3 psi for p ❑Not Applicable 1 individual units connected to one iS or two showers. Potable water- ; side pressure loss of drain water I _ heat recovery units < 2 psi for # ; 6 3 1 individual units connected to f ; lthree or more showers. i 4 404.1 ;75%of lamps in permanent ?❑Complies [F1611 (fixtures or 75%of permanent j❑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 ; S❑Complies ; [F1231 no continuous pilot light. ;❑Does Not ❑Not Observable ; 1❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden Reside nceRESchech.rck Page 9 of 10 - Plans,Verifi'ed �Field'.Verifieit- #- TEinai Inspection n rComplies? ;Comments' ss'ummions, R: Value "Value,, `401:3- Compliance certificate posted. ,,_ ;xR. `',., ;'`' ❑Complies ;Requirement will be meta �,�.r' ,s6Ee'R [�!Z]? i =:.�r'K �' :i:. a�,_ •e ❑Does Not ❑Not Observable ❑Not Applicable 3 ,r' Manufacturer manuals for ~` " '❑Com lies {FI18R ,.E mechanical and water heating .` " ;- = ❑Does Not - ' ��d systems have been provide . - v' `'`°h �•` -��, ❑Not Observable , ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ;;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Holden Residence Report date: 04/17/17 Data filename: C:\Users\Gary\Documents\REScheck\H olden ResidenceRESchech.rck Page 10 of10 1��-�.y.✓'��.-sem 30'-3 1/2" LJ DN ., AT WRAP-AROUND STEP t - � THE «^Jl ! �`/ TWO �i I�1 I"4_I� .-„..,..,,.,....,n'` ..»..,...,. •- DECK DN I E .. f J, ?LUIT NIG 1L ,TION ST r> _ O c, rlE�' T t�l` �.�r Al{ALL P:';: DECK OF E� t � FOR ^ 1` CODE)OF Pdc'vV t� YC}^t< STPJE.E. NOT r E i OPvSID�� j— ouloC) OR CO"'ISTRUCTION ERRORS. 14'-b 1/4” 0 o DEN G�,-TIFICATIONE '_. r T BEFOR AD CONTEN ANCy LIVING/DINING �,�- TE OF OCCUP �-7P; LE 13'-7 3/4" ~ .. I ,, ICA IN WATER ROOM ' "O OR USED CANNOT '.' �< SYS CAN '.: I PO S 1% LEAD. 2/10 OF PLUIJABING - MASTER EXCEED ALL PLUV'61r.G s ID v BEDROOM _ g,�.','AT -RI' I _COvLR"-"a CA ,- _ RE CONSTRUCT AND ��J� ,'- _ EXPAND DECK L o CABINET In r I€ I �DIATELY O PO „E EEOCOMP IONO O UPON o BEDROOM BATH �- KITCHEN BEFORE "WATER" '- 9'-4 /16" 4'-b"—�{E b' cv ENTRY - 5TORA6E `V t PORCH in ON - - EST CREEK m — 5� I � DESIGN I BUILD I REMODEL ENTRY PORCH 30'-3 1/2" 15'-10" DESIGN: PORTABLE 5106 DECK IN& ON ' West Creek Builders,« 14'-4 1/4" I OGRADE - (INSET IN DECK) PO Box 256 J U3 New Suffolk, NY 11956 14'-b 1/4" rn EXISTING FLOOR PLAN C% T 631 .734.2183 o DEN = SCALE : 1/4" = V-0" LIVING/DININGENGINEER: 13'-13/4" ROOM 16"BENCH James J. Deerkoski, P.E. U-V 260 Deer Drive CA M TER 12'-31/4" Mattituck, NY 11952 BEOR N r EXISTING O CABINET r KING O REVISIONS / ISSUE: r EF. O OO , o BEDROOMBATH 1- KITCHEN B Permit Set 03.10. 17 NEW CABINETS&COUNTER Q� DETAILS TBD r E ° DW -------- --------- 2668 1 PROJECT: MECHANICAL ENTRY I BATH a 2X8 OF @ 16"O.G. J. SHED PORCH in' _ w Holden Residence t < 186 Willow Terrace Lane I - 15'-1 1/2" 14'-3" A Orient, NY 11957 30'-3 1/2" O N ER SNOW SOCI F NEW YO DRAWING: DEEB 'Q V-5 1/2" EXISTING PLAN aA PROPOSED PLAN ' OA PROPOSED FLOOR PLAN ROFESS�� SCALE : 1/4" = V-01" FRONT ENTRY POR H AND BATH ADDITION I I II I I II EXISTING STRUCTURE I I I I AIL7 I tlV EXISTING GONG. I I I I e BLOCK FOUNDATION I EXISTING GIRDER I I -- EXISTING ROOF I - -- - - - I - _ ------�- ---2668 ll -r - - - - - - - � I =� 8-41/8 (2)2Xb TR. D. ENTRY = BATH LAY-ON VALLEY — — — — — -- — — — J I I I I cy o 2X8 OF @ 16"O.G.G.J. RAFTER I CRANL SPACE I I PORCH in I _ -5 RAKE SAND SMOOTH&LEVEL r . (2)2X8 R. D. i (OPTIONAL 2"SLAB) I CRAWL SPACE —� > I N m CONCRETE PIER WITH — AGGE55 24"X24"X12"FOOTING(TYP.) L _ J J L— — A DN I I ROOF-ASPHALT SHINGLES ON 30#BLDG. (2)9-1/2"LVL RIM J015T I 6: 12 6: 12 I PAPER ON 5/8 PLYWOOD SHEATHING ON 2X8 116"O.G.TR.WD.JOISTS �— —� 2X10@1b"O.G. ROOF RAFTERS.PROVIDE @LLJ b"X16"POURED GONG. FOOTING ERHow CONTINUOUS RIDGE VENTING 2X8 TR.WD.LEDGER BOARD — — — — 8"X16'GONG.BLOCK BOLTED W/1/2"LAGS FOUNDATION WALL @ 32" O.C.5TAGGERED - - I 5 BLOCKS HIGH 2O300H EPDM&COPPER FLASHING L_ — — — — — — —� GUTTERS b'-b 1/2" q'-(j" 4"K-STYLE ALUMINUM X10 @ 16"O.G. R.R. 2X10 @ 16"O.G. R.I . GUTTERS FLOOD VENT I 4"K-STYLE ALUMINUM FLOOD VENTS: (5"X16"TYP.) 9-1/2"TJI 230 @ 16"O.G. FLR.JOISTS MIN.TOTAL NET AREA OF 1 5Q. INCH PER 50. FOOT OF ENCL05ED AREA. BOTTOM OF OPENINGS TO BE NO HIGHER THAN 1'ABOVE GRADE FOUNDATION PLAN - BATH ADDITION FLOOR PLAN ROOF PLAN BATH ADDITION & ENTRY PORCH. - ,_ 11 SCALE . 1/4 - 1 0SCALE : 1/4 - 1 0 SCALE : 1/4" = 1'-0" WEST C-R-EEK DESIGN I BUILD I REMODEL DESIGN: West Creek Builders,LLC PO Box 256 New Suffolk, NY 11956 2a' T 631 .734.2183 ENGINEER: _2X8 @ 16"O.G. �- _ _ �- _ _ �- f I ON James J. Deerkoski, P.E. 260 Deer Drive TR.WD.J015T5 W - - - - - - - 1 W Mattituck, NY 11952 lu LU CD — — — — — — — — - -- I INSTALL SOLID K DECK LINE OF ON GRADE I X I ENTRY PORCH rc BLOCKING OVER i I PORTABLE HOT TUB BEAMS(TYP.) x I �: I� (INSET IN DECK) I F/: � - N EXISTING GONG. I v v JOIST TO BEAM (J I J PORTABLE BLOCK FOUNDATION CONNECTIONS VIA REVISIONS / ISSUE: I ( BEAM TO FOOTING I I I � 5 b I HOT TUB CONNECTION VIA . APPROVED SIMPSON I I NnzEik"ECFRAMING ON-GRADE - 1(1 APPROVED 51MF50N I I TIE-DOW L NN — — — — — — J POST CAP (INSET IN DECK) � Permit Set 03.10. 17 I I CONCRETE PIER 1 I — — — — — - z- - - - - - - - - - - , r— WITH 24"X24"X12" r I 4) 4'-81/4" z rn FOOTING(TYP.) ' I I EXISTING STRUCTURE I I I—I J _ J - I I II LIVING/DINING 13'-13/4" PROJECT: ROOM 15" BENCH II Holden Residence MASTER 12'-3 1/4" 186 Willow Terrace Lane BEDROOM Orient, NY 11957 �� F NEWrO DRAWING: FOUNDATION PLAN - DECK FLOOR PLAN - DECK P�,,. �F��o'P�r FOUNDATION PLAN 1/4" ��f � `�;Y��:�'g�y•;�� r �W FIRST FLOOR PLANSCALE • 1 0 SCALE : = 1 _011 F'. ROOF PLAN 0 25 ARCFESS\0 PROJECT NORTH VENTED RIDGE GAP(TYP.) 11-"1/6"LVL RIDGE _ TOP RIDGE 12 — — — - -� 12 61 b� 2X10 @ 16"O.G. R.R. (V TOP WALL PLATE _ VENTED SOFFIT 2X8 @ lb"O.G.G.J. 2X8 LEDGER 2X6 STUD5 @ 1 b"O.G. -r PROVIDE SIMP50N ❑ ❑ ■ BATH ADDITION 2x8 @ 16"O.G. #LU526Z(TYP.) BATH ADDITION TR.NO.JOISTS TOP FIRST FLOOR 5UBFLR. % ` t, O. i3 ', ©;GL R,;1015T5 TOP FOUNDATION = (2)2xb TR.NO. BEAM — — —CRAWL SPACE DECK EXPANSION X TR. D. 11"X16GONG.B OGK in GONGRET PIER SILL PLATE W/ z FOUNDATIO 4^4ALL W/24"X24"X12"FOOTING P. TERMITE SHIELD RAKE SAND — SMOOTH&LEVEL m _ TOP FOOTI G (OPTIONAL 2"SLAB) FLOOR HEIGHT TO ❑ _b"X1 " OURED BE W/IN MIN. 1"OF NC.FOOTING GRADE SECTION EAST ELEVATION. SCALE : 1/4" = V-0" SCALE : 1/4" = V-0" WEST CREEK DESIGN I BUILD I REMODEL DESIGN: West Creek Builders.« PO Box 256 New Suffolk, NY 11956 T 631 .734.2183 ENGINEER: James J. Deerkoski, P.E. 260 Deer Drive V V ❑ ❑ ❑ Mattituck, NY 11952 DECK RECONSTRUCTION&EXPANSION DECK RECONSTRUCTION&EXPANSION PORCH INFILL REVISIONS / ISSUE: Permit Set 03.10. 17 PROJECT: NORTH ELEVATION WEST ELEVATION Holden Residence 186 Willow Terrace Lane SCALE : 1/4" = V-0" SCALE : 1/4" = V-0" Orient, NY 11957 DRAWING: pF NEW Y DE,R�o°� SECTION CC ELEVATIONS Uj � ijr 07 FFSS1 NPS, PROJECT NORTH4 STORM WATER CONTROL WIND LOAD PATH CONNECTIONS GENERAL NOTES CONSTRUCTION ACTIVITIES: 1. THE INFORMATION WITHIN TH15 SET OF CON5TRUCTION DOCUMENTS DESIGN CRITERIA 1) Installation of temporary erosion control measures 15 RELATED TO BA510 DESIGN INTENT AND FRAMING DETAILS. THEY 2) Demolition of existing structures and building components 51MP50N L5TA20 GAUGE RIDGE STRAP ARE INTENDED A5 A CONSTRUCTION AID, NOT A SUBSTITUTE FOR SQUARE FOOTAGE: q2 5F INTERIOR AT ALL ROOF RAFTERS 3) Excavation for new foundation to deph of +/- 3' below finished grade GENERALLY ACCGEPTED BUILDING PRACTICE AND COMPLIANCE WITH 418 5F EXT. DECKS & PORCHES CURRENT NEW YORK STATE BUILDING CODES. 4) Construction of new foundation, deck and porch structures TYPE OF 5) Construction of addition ICE AND WATER SHIELD UNDERLAYMENT 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL WORK, 6) Installation of new landscaping plants and lawns as required 24"FROM ROOF EDGE MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT FEDERAL, CONSTRUCTION: SINGLE FAMILY —SIMPSON H3 HURRICANE AS ALTERNATECONVENTIONAL LIGHT FRAME 7) Removal of temporary erosion control measures STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND p 5IMP50N H2 HURICANE CLIP NAILED TO H2 AT INTERIOR REGULATION5 INCLUDING BUT NOT LIMITED TO THE NEW YORK WOOD CONSTRUCTION FROM RAFTER TO STUD AT ALL RAFTERS W/5-5d NAIL5 EACH END PROVIDE SD COMMON NAILS @ 4"O.C. STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE ENERGY AT EDGES OF ALL SHEATHING CONSERVATION CODE. DE516N CRITERIA: DE51NO IN ACCORDANCE WITH AMERICAN FOREST SITE DATA: 2X6@ 16"O.G.STUDS Site Area: 13,71q sf 3. DE5IGNER AND ENGINEER ARE NOT RE5PON51BLE FOR 5UPERV15ION PRODUCTS WOOD FRAME CONSTRUCTION MANUAL OVERLAP BOX BEAM W/PLYWOOD Receiving Waters: Orient Harbor SHEATHING AT TOP&BOTTOM OR INSPECTION OF TH15 CONSTRUCTION PROJECT. FOR 1 + 2 FAMILY HOUSE PRECRIPTIVE METHOD (2015) Contractor: N/A 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS - DO E1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. NOT SCALE DRAWINGS. GROUND SNOW LOAD: 20 P5F METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF 28 FIRST LEVEL: 40 P51' L.L. STORM WATER AND POLLUTION CONTROL MEASURES: AROUND SILL PLATE 1-1/2"WIDE!20 GAUGE METAL STRAP @ 48"O.C. DAY STRENGTH OF 3000 PSI. LIVING AREAS: 40 P5F L.L.Pollution control measures to be maintained in accodance 6. DO NOT BACKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR BEDROOMS: 30 P5F L.L. NAIL SHEATHING TO SILL PLATE SYSTEM INSTALLATION 15 COMPLETE. DEGK5: 40 P5F L.L. with the provisions of the Town of Southold, Chapter 236, storm water management and erosion and sediment 2X6 ACa TREATED SILL PLATES 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. AIR WIND SPEED: 130 MPH SELL ALL EXTERIOR PENETRATIONS. FLA51-1ING TO BE PROVIDED AT 5E5MIC DE516N CATEGORY: B control measures. 50'X 12"ANCHOR BOLT @ 36"O.G.W/ WEATHERING: SEVERE WASHER&3X3 BEARING PLATES ALL BREAKS IN ROOF LINES, GHIMNEY5, 5KYLIGHT5, EXTERIOR 1) Protect existing vegetation to remain. DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. FR05T LINE DEPTH: 36" 2) Minimize the length and time areas are exposed due to clearing 5. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND TERMITE. MODERATE TO HEAVY and grading. Stabilize all areas that are graded and stripped with DURING CONSTRUCTION. DECAY: 51-I671-IT q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE ICE 5HEILD UNDERLAYMENT REQUIRED: YE5, VALLEYS & PERIMETER temporary seeding. 3) Divert runoff water from cleared slopes and minimize lenght and NAILING SCHEDULE NEGE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. steepness. 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 4) Install erosion and sediment control measures at perimeter of WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & PAPER A550G. 2001 EDITION AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE disturbance area prior to start of construction and maintain through SIZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING project completion. RAFTER/TOP PLATE 3-bd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING GODS. 5) Maintain stabilized construction entrance. CEILING J015T/TOP PLATE 3-5d (TOE NAILED)CEILING J015T/FALLEL RAFTER -7-16d (FACE NAILED) 6) Retain all runoff on site according to local regulations. CEILINGJO15T LAP5OVER PARTIITION 7-16d (FAGED NAILED) WEST CREEK 7) Control dust from construction activities. COLLAR TIE/RAFTER 2-bd (EA. END 1-1/4" STRAP) 5) Contractor is responsible for regular maintance and inspection of BLOCKINWRAFTER 2-6d (TOE NAILED) DESIGN BUILD I REMODEL RIM BOARWRAFTER 2-16d (END NAILED) all control measures to maintain proper performance. TOP PLATE/TOP PLATE 2-16d (FAGS NAILED) q) Dispose of all solid waste and debris according as well as toxic TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) WIND- BORN DEBRIS PROTECTION. and hazardous waste according to local regulations. STUD/STUD 2-16d (FACE NAILED) - DESIGN: HEADER/HEADER 16d (FACE NAILED) West Creek Builders,LLC 10) Maintain temporary fencing where required for safety and debris TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED) control. BOTTOM PLATE/FLOOR J015T 2-16d (FAGS NAILED) PO Box 256 p y J015T/51LL, TOP PALTE OR GIRDER 4-bd (TOE NAILED) GLAZED OPENIN65 TO BE PROTECTED IN ACCORDANCE WITH New Suffolk, NY 11956 11) Contractor to report an modifications detailed control measures. BRIDGING/JOIST 2-bd (TOE NAILED) ASTMI E19g6 AND ASTEM E1886 LARGE MISSILE TEST. BLOGKINW,1015T 2-bd (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND T 631 .734.2183 BLOCKING/511-1- OR TOP PLATE 3-16d (TOE NAILED) LEDGER STRIP/BEAM 3-16d (FACE NAILED) MAINTAINED ON SITE. J015T ON LEDGER/BEAM 3-5D (TOE NAILED) BAND J015T/JOI5T 3-16d (END NAILED) PANELS SPANS < 4'0 WIDE ENGINEER: EROSION & SEDIMENT CONTROL DETAILS BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) NOT TO SCALE PLYWOOD ROOF DEGKING bd @ 4" O.G. EDGES, @ b" O.G. FIELD 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING PLUMBING RISER DIAGRAM. James J. Deerkoski, P.E. STRIP SHEATHING bd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR NOT TO SCALE 260 Deer Drive SUPPORT STAKES* PLYWOOD WALL 5HEATHING 5d @ 4" O.G. EDGES, @ 5" O.G. FIELD 55 SCREWS W/ WASHERS AT 16" O.G. OVERLAP OPENING 4" (2 PER SAM PLYWOOD SUBFLOOR DECKING bD @ 6" O.G. EDGES, @ 12" O.G. FIELD Mattituck, NY 11952 STRAW BALES-INSTALLED SUPPORT STAKES* CONTINUOUSLY AGAINST (@VMAX SPACING) 4" ROOF VENT DOWNSLOPE SIDE OF o 0 0 0 FILTER FABRIC FENCE F - - - - - - - - V MIN. I I I I FILTER FABRIC FENCE ° 1 1 ° REVISIONS / ISSUE: SLOPE COMPACTED E FRAMING NOTES 3" BAIL BINDING SACKFILL ' ' Permit Set 03.10.17 FLOW 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH ° � i ° EXISTING GROUND STRUCTURAL GRADE #2 OR BETTER. I I 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR L - - - - - - - - - -� ° 0 0 0 USE 2`x2"x48"(fTf')WOOD OR OPENINGS ORAS NOTED. NOT TO SCALE EOUIVALENT STEEL(U OR T)STAKES 3. DOUBLE FRAMING UNDER P05T5 AND PARALLEL PARTITIONS OR A5 NOTED ON DRAWING5. LAU DRY 1 1/2 PROJECT: 4. PROVIDE 50LID BLOGKING FOR ALL J015T5 AND FLOOR BEAMS AT PANELS SPANS 4'0 OR WIDER 1 1/2 1 1/2 Holden Residence MAXIMUM S.0 FT ON CENTER. 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING W/ 2X4 WC' LAV. 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUGBLE UPRIGHTS. 5TRONG-BACK5 @ 24" O.G. 51ZE TO OVERLAP OPENINGS 4" AND 186 Willow Terrace Lane SUPPORT ALL HEADERS q.0 FT AND OVER WITH TRIPLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3" GALV. OR 55 5GREW5 FIRST FLOOR SHOWER OR BATH Orient, NY 11957 ALL HEADERS SHALL BE 51ZED A5 NOTED OR MINIMUM OF 2-2X8. W/ WA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO 1 1/2 PERMANENT STORM WATER CONTROL 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. AIR BUILDING W/ #10X3" GALV. OR 55 5GREW5 W/ WA5HER5 AT 16" O.G. 2 2 3 1C.O. TYPICAL DRYWELL DRAINAGE RING SELL ALL EXTERIOR PENETRATIONS. FLASHING TO BE PROVIDED AT NOT TO SCALE ALL BREAKS IN ROOF LINES, GHIMNEY5, 5KYLIGHT5, EXTERIOR 3 DOORS, WINDOW5, DEGK5, AND WHERE REQUIRED. I°I I°1 I° 1 I°1 101 DRAWING: 1 1 1 1 11 2X4 STIFFENERS TO EXISTING HOUS 7. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS TO I 1 1 I 1 1 1 I I I SANITARY SYSTE NOTES & DETAILS I I I I 0 NEU✓Y ;IIIIIII 11�II111 BE GALVANIZED. 101 101 to I lol lol l=� 1-1 I I I I I I I I I I Co Iii- L-11 b. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I I I �- 1=11I ®® ® ® ® O ® ® ®®® 1=1 I I I 1 A55EMBLE MULTIPLE 5ECTION5 _ BACKFILL Y41 -II=I1 ®N ® ® ® ® ® ® ® ®® 1-' METAL CONNECTORS BY 51MP50N OR APPROVED EQUAL. I '-`� 'r � ti;•'- °�� w II' W GLEAN SAND ®® ® ® ® ® ® ® ® ®® 2',3.5',4',6' 1"01 I 1 101 W/ 1/4" THICK BOLTS 2' O.G. ANDGRAVEL IIID ®®® ® ® ® ® ® ® HN 1`I�1=, TALLSEGTION5 q. NAIL PLYWOOD SHEATHING WITH bd @ 4" O.G. AT EDGES AND 6d @ 12" I ° 1°I 1-I I.III I I I I @ - -ItiD. n 7 �U O.G. IN FIELD I I 1 I A II=III- III=111= I I I I I I RpF SON ®®CE� ® ® ® ® ® ®®® � I I I I ®®® ® ® ® ® ® ®E R :Iil-Ii1= 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALV. 01 0 1 1 10l 101 IIIIIIIIIIIII ®®® � ® ® ® ® ®®® ILIIITIL -"'_"'_' 1="'=1'I- HURRICANE TYPE CONNECTORS. NOT TO SCALE 5 24"MINIMUM TO GROUND WATER _ _ _ 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER MANUFACTURES RECOMMENDATIONS. ALL J015T5, GIRDERS, AND HEADERS TO HAVE BEARING 5TIFFENER5 AS PER MANUFACTURER.