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1o�®SUFFOI,�4: Town of Southold 4/27/2016 P.O.Box 1179 53095 Main Rd oy�0� ,lao Southold,New York 11971 s,tCERTIFICATE OF OCCUPANCY No: 38270 Date: 4/27/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 755 Knapp Pl, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2014 pursuant to which Building Permit No. 38929 dated 6/3/2014 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: ADDITION AND ALTERATIONS INCLUDED COVERED FRONT PORCH, PER ZBA DECISION#6736, DATED 04-17-2014, AS APPLIED FOR The certificate is issued to North Fork Builders Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38929 04-21-2016 PLUMBERS CERTIFICATION DATED 04-21-2016 Brad Piecuch Auth )dignatrer'4-4:1- � TOWN OF SOUTHOLD ,' SUFFoi,reoG ? BUILDING DEPARTMENT i:t. TOWN CLERK'S OFFICE c€ SOUTHOLD, NY \te?,/,:±i", 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#: 38929 Date: 6/3/2014 Permission is hereby granted to: North Fork Builders Inc 45805 Main Rd Greenport, NY 11944 To: construct additions & alterations to an existing single family dwelling per ZBA decsion #6737 as applied for At premises located at: 755 Knapp PI, Greenport SCTM # 473889 Sec/Block/Lot# 34.-2-8 Pursuant to application dated 5/20/2014 and approved by the Building Inspector. To expire on 12/3/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $732.00 CO -ADDITION TO DWELLING $50.00 Total: $782.00 , ,, a ' . i Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is • denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. 3 l New Construction: Old or Pre-existing Building: ✓ - (check one) Location of Property: S-5-- Ai I2 J 7r� litj House No. Street Hamlet Owner or Owners of Property: AAr.„4------ft - U( ( �7 /dd Suffolk County Tax Map No 1000, Section 3 4.. Block Lot U Subdivision Filed Map. Lot: Permit No. 3 c Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check mile) Fee Submitted: $ 37)• �- A# m. !can 1 S erature • Town Hall Annex �� !� ® : Telephone(631)765-1802 54375 Main Road C illi 411Z Fax(631)765-9502 P.O.Box 1179o ,t Southold,NY 11971-0959 k=/®l� .NZ. eb roger.richert(a�town.southold.ny.us - C®UNTI, 0. -,.. // BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: North Fork Builders Inc. Address: 755 Knapp Place City: Greenport St: New York Zip: 11944 Building Permit#: 38929 Section: 34 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 29 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200A NC Condenser Single Recpt Recessed Fixtures 16 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 31 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 4-ARC Fault Circuit Breakers. Notes: Inspector Signature: _ Date: April 21, 2016 Electncal 81 Compliance Form.xls 1N1N SOUrQIQ`' Town Hall Annex 41 . 4; Telephone(631)765-1802 54375 Main Road �___ "..___ _ Fax(631)765-9502 P.O.Box 1179 ; • • e Southold,NY 11971-0959 Q� i•' No fork "eiviteV5 BUILDING DEPARTMENT -7 5 S KY 2 P1 , EcEivm TOWN OF SOUTHOLD APR 2 1 2016 BULDINGDEPT. CERTIFICATION TOWN OF SOUTHOLD Date: 1-1l2/ Building Permit No. 3gqiq Owner: lve -SanuZ2i TRACEY L. DWYER (Please print) NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 • QUALIFIED IN SUFFOLK COUNTY Plumber: 13rc IPl CC V Ch COMMISSION EXPIRES JUNE 30,2Ql (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Signature) Sworn to before me this a I S+ TRACEY L. DWYER day of Apra ' , 20/(o NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 (� QUALIFIED IN SUFFOLK COUNTY Jictued 4 COMMISSION EXPIRES JUNE 30,2 DI S Notary Public, S LAFF d'/1{ County „,,,,,,,,,,, ,, 31; 1 ,�o��pF SOpryolo`` Ya TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FO NDATION 1ST ” [ KROUGH PLUMBING [ ] OUNDATION 2ND [ '] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR • S714ftp f1441;:t-b-1 g0-44/sit „it( t. I • DATE 6: INSPECTOR . 1411111111014/4 � 38 /wo€ ; is * * TOWN OF SOUTHOLD BUILDING DEPT. " 765-1802 zzUNl2NSPECTION FOU ATION 1ST [ 16UGH PLUMBING [ ] F DATION 2ND [ 6INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R9ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]5L6iRICAL (FINAL) [ ] CODE VIOLATION [ - ,,CAULKING REMARKS: AderiiihN, mffirara ora, _ !A - DATE a INSPECTOR ?:-'41 . o4 SOUryolo • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION, 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKSi) : /16/4/4-1(A-t � -7L41 iA4 DATE INSPECTOR 1 111 ,�O��OF SOUjyolo, ; kz i,, .4,710 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION • [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE IS-lb INSPECTOR O \i) � • 1 ( , •' L 2'7/00 vat) 'Lenr.p/a o 0j i_n-P • r. 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' cy.) • ' sais uOD 1 &Iva Jzoa _.xblL35rasNI azo 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 y 4 sets of Building-Plans TEL: (631) 765-1802 _ _ Planning Board approval FAX: (631) 765-9502, --. Survey SoutholdTown.NorthFork.net PERMIT NO. �' � Check Septic Form N.Y.S.D.E.C. Trustees „ Flood Permit Examined rr/ ,20 ii Gr Storm-Water Assessment Form 3 2014 Contact: Approved 1 b ,20 1 Mail to: Disapproved a/c,, t RLDG DEPT r/�� / j TOWN OF SOUTHOLD Phone: L 1 kS ' ) [i 6( Expiration y ,20 1) - Building Inspector _ _ - - APPLICATION FOR BUILDING PERMIT Date /72-7 , 20 /� INSTRUCTIONS - a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as gerein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and rel :tions, . o admit authorized inspectors on premises and in building for necessary inspections. zjfi Orn. .re of.split or name,if a corporation) • 4- /444 A. 'are /v (Maili g address of applicant)/ 1?cz- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ®rel, -r_i CgC- Name of owner of premisesOsera-13/- ivac_ B '! "6R S / C-- (As (As on the tax roll or latest deed) If app 'c-n�s a i.-poration, signature o my authorized off e / Air/ a J417• title of corporate of icer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location and on which rd work wil e done: 6g_ts&-mbe---r" House Number Street Hamlet County Tax Map No. 1000 Section $�ocic �o;�Z- Lot b Subdivision °Fil' d�M`ap:Nasd; �;,; : Lot ��F14w:iy't ,gaio�sT.'e i;i,`}c�`,,.!^j•,wi is 0,0 ._`sfids•: ;;r?iy�`, 2. State existing use and occupancy of premises and intended use and occupancy of sro•osed construct'on - a. Existing use and occupancy '5 /; V b. Intended use and occupancy -5-S4—FAA, 76 A.) 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 57 K Fee of F (To be paid on filing this application) 5. If dwelling, number of dwelling units Number'of dwdlling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with`accurate foundation plan and distances to property lines. . 17. If elevation at any point o'n property is a51 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ) SS: � ' �• ''I •- ~ 4' _, , < ' • COUNTY OF A being duly,sworn, deposes and says that(s)he is the applicant - (Name of individua signing contract)above named, . (S)He is the (Contractor,Agent,—Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this 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 tic),before me this r ZGL`f-h day of - V\ 20 1�/. , . 04.4�ib�rte•--P �-'����1 .�®=�� Notary Public CONNIE D.BUNG' vP' ignature of Applicant Notary Public,State of N= ork No.01BU6185050 Qualified In Suffolk County n J Commission Expires April 14,2 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 20, 2014 TO: Jean Udell c/o North Fork Builders Inc. P O Box 1447 Mattituck,NY 11952 Please take notice that your application dated February 3, 2014 For additions (including front porch&2nd story) & alterations to an existing single family dwelling at Location of property 755 Knapp Place, Greenport,NY County Tax Map No. 1000-Section 34 Block 2 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed porch construction&2nd story addition on this non-conforming lot is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots less than 20,000 sq. ft., the required front yard setback is 35'. On this corner lot, the proposed additions indicate front yard setbacks of approximately 11' and 22'. Also, the required rear yard setback is 35'. The proposed rear yard setback is 29'. i&-c:ce-C-104--:: Authorized Signature 1 BOARD MEMBERS �,f"''' Southold Town Hall §lie Kanes Weisman,Chairperson �0'14 SO(/T•ko 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes * *; Office Location: Gerard P.Goehririger G Town Annex/First Floor,Capital One Bank George Horning � '�'c► . �� 54375 Main Road(at Youngs Avenue) Kenneth SchneiderCouNri� ,i°of Southold,NY 11971 - .i���i http://southoldtown.northfork.net ZONING BOARD OF APPEALS n2—�� n/7 TOWN OF SOUTHOLD f�� UE n Tel.(6M)765-1809*Fax(631)765-9064 ApR222014 BLDG DEPT MINN OF;OUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 17,2014 ZBA FILE: 6736 NAME OF APPLICANT:North Fork Builders,Inc. PROPERTY LOCATION: 755 Knapp Place(corner Bailey Avenue), Greenport,NY SCTM#1000-34-2-8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 4,2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a nonconforming lot containing 9,785 sq. ft. located in the R40 zone district. It is improved with a 1 1/z story dwelling with attached garage and carport. It has 102.49 feet of frontage on Knapp Place, 116.23 feet along the western property line, 68.00 feet on the north property line and 119.00 on Bailey Avenue as shown on the survey prepared by John C.Ehlers,LLS dated February 24,2014. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's February 20, 2014 Notice-of Disapproval based on an application for building permit for additions (including front porch and 2nd story) and alterations to an existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet (Knapp Place), 2) less than the code required front yard setback of 35 feet (Bailey Avenue)3)less than the code required minimum rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to the existing dwelling 11 feet from Bailey Avenue where the code requires 35 feet, 22.3 feet from Knapp Place where the code requires 35 feet and 29.4 feet from the rear yard property line where the code requires 35 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: N Page 2 of 3—April 18,2014 ZBA#6736—North Fork Builders { SCT 1#1000-34-2-8 The Zoning Board of Appeals held a public hearing on this application on April 3,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board fmds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject neighborhood is comprised of approximately 20 improved parcels. . Many of the homes in this area have non-conforming front yard and rear yard setbacks. The subject dwelling is set at an angle on this corner lot and has been in its location since prior to zoning. At the hearing, the applicant provided photos of the surrounding homes, many of which had non-conforming front yard setbacks. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot has two front yards and the dwelling is situated 14.7 feet from Bailey Avenue and 27.6 feet from Knapp Place so any additions would require a variance. The rear yard is currently 28.1 feet and the proposed addition will be 29.4 feet. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial for the front yard setbacks, representing 69% relief (Bailey Avenue) and 36% (Knapp Place) from present code requirements. However, these setbacks are not out of character for the neighborhood. The rear yard variance is not mathematically substantial representing 16% variance relief for proposed second story roof dormers and is further from the property line than the existing first floor. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new usable second story and new front porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Schneider, and duly carried,to GRANT,the variances as applied for, and shown on the survey prepared by John C. Ehlers, LLS dated February 24, 2014 and plans and specifications A-1 through A-6 prepared by North Fork Builders and stamped by Anthony M. Salvati,RA, dated January 28, 2014. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. hep ring deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. ri Page 3 of 3—April 18,2014 ZBA#6736—North Fork Builders SCUM#1000-34-2-8 I The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). I, Oki, 1 Leslie Kanes Weisman, Chairperson Approved for filing r--/.?/ /2014 5♦ �ti.I.i1Sfs,,,,, f4 •i Russelllie®S `� '= James A. Richter, R.A. Scott A. SUPERVISOR 'N % Michael M. Collins, P. • E SOUTHOLD TOWN HALL-P.O.Box 1179 o ' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 ir.,+' Fax Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US r %®'� 0�i�ss0 JAMIE.RICHTERQTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: (4)t04 14.th&l. 600 -Nuek-A) NAME: N0E-"r* to(R -- 501 Lbt'75 l!/.IC ADDRESS: 6 o 3 b )C Alt 7 ADDRESS: 4.5B O 5— J',(„Vt—t A) lt ./.> ik€4 -7-11" C /0 (i,y Sat ref®Lb i �) Telephone Number: 63 1-41. --'S—/442 l Telephone Number: 3 (-44-5-. / i Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 1 (e-Gt t Property Address / Location of Construction Work: SCTM #: 1000 34 2 , District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. X Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. ME De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. * A Complete Description of the Scope of Work Proposed under the Building Permit Application. X A Completed Storn'.. ier Review ecklist. If No or NA are Indicated, Justification is Required. FOR E 4 E►" • G DEPARTMENT USE ONLY **** Reviewed By: ._ 7e, , `►'� /J' Date: I 3o /' Ap s roved. Ad. al Information Require& °(°„...,.,.'.#„',. CHAPTER 236 ,, STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST i' APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) -r. DATE: 1 2`(, I� • NAME: ECd�L+��lil C�C7�(,fr�) 9` •'` Z SCTM #: 1000 31 +.'�<,,®1 I� +'� Telephone Number: � 4 --/4( ....,,..' District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been providedi 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! you all of the following items: YES NO NA If need additional room for explanations, Please Provide additional Pa er. P P a. Location&Description of Property Boundaries nil■ , b. Total Site Acreage. MIMI= c. Existing-Natural&Man Made Features within 500 L.F. _LSI_ - t— r. ma: 1 . of the Site Boundary as required by§236-17(0(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water mai a- es-c-ti.. et (,c- Z^ti] Gt t Lok) • e. Limits of Clearing&Area of Proposed Land Disturbance. IF •t 6.55'C- .€ 4&E mf. Existing&Proposed Contours of the Site (Mimumz intervals) Mg p °r-Q6CIIJtt J g Location of all existing &proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& I .k 571.AiG- 6pp�s r . §-( proposed structures. I. Location of proposed Swimming Pool and discharge ring. �j i3'a pQ j. Location of proposed Soil Stockpile Area(s). y(.)e, .e -Ubk{--'�(tj/ i G� k. Location of proposed Construction Entrance/Staging Area(s). [� 1.A. i 5—[-' ;� s 4. . , . . . ... ,_ err COd.rG LocationM. . . A- ' Tip generated2. Stormwater Management Control Plan must include Calculations showing _ that the stormwater improvements are sized to capture, on-site the run-off from all impervious surfaces , r 000e �e640 S c 6 v ee- ALL RP rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Su R'riG e5 Items requiring details shall include but not be limited to: S /� /Jee. a. Erosion&Sediment Controls. - OV I QS �ew LeAC. 1. - ao,L X In b. Construction Entrance&Site Access. NM 1Comve ct" -rb ALL LCADa, W (e DRAINPfLe- 11F6 c. Inlet Drainage Structures (e.g.catch basins,trench drains.etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM # SWCP Check List-TOS JAN 2014 I,i' 0? SO0jy- Town Hall Annex I J( ;:� • µ` + t Telephone(631)765-1802 ax(0"3 i)70"�- 2 54375 n"la�R itoact c , *;.,;, *•,., �c � P_O_ Box 1179 1�� roger_r+chert(atown_soutf�io�d-ny.us Southold,NY 11971-0959 . . Y Burr.DING DEPARTMENT TOWN OF SOU]f HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - (EC ( te:-TV( • c_____ - (---- 'Company Name: c.R a- - i c-h ( _. - 7. , . ; . -Name: `T3r- (2--r . .f GAG di tNQ - .. - License No.: • 77 - 741 e J Address: X e j / / t `PO / - 1 - s----.2.4.,_- . Phone-No.: - = ,, 7 7 ; 3 - i : " 4OBSITE INFORMATION: (I/ %ndicates required information) - *Name: O nTom/' 1 32 (��- .KJ cA C G °/Z - s "Address: 7 NAp ' P ' / 10 G'Z7-A/ / *Cross Street: +�_ I` A I .e *Phone No_: ' 03 / 7 . 7 • - Permit No.: -3?-'6? / - Tax-Map District: - 1000 . Section: • Block: f Lot *BRIEF DESCRIPTION OF WORK ze;? (Please t Clearly) ' . - . ( _rie-'712 /.- / -12/110 0 /9—'7/7-GTra) - L (P(ease Circle All That Apply) - - . *Is job ready for inspection: - - YES/ NO. Rough In Final I- *Do-you need a Temp Certificate: YES/ NO - - Temp Information (If needed] - *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION - - 9//5—0 ' c:7. ° 82-Request for Inspection Form 9 -- -A---' C Y73 f I''A®F S0(/, Town Hall Annex ��,II4. ®l® Telephone(631)765-1802 54375 Main Road i * ; Fax(631)765-9502 P.O.Box 1179 % ct. . Southold,NY 11971-0959 ?' p l�c®UNTY,N IIS I BUILDING DEPARTMENT TOWN OF SOUTHOLD April 14, 2016 North Fork Builders 45806 Route 25 Greenport, New York Re: 755 Knapp Place, Greenport TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. �,\(o _Z Q 67: umbers Solder Certificate. (All permits involving plumbing after 4/1/84) '�dy Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38929-Z alteration/additions 7 i .s- KAWP i , ..r. , ,..., , I.t I .. .' 0414 $, , . , . . .il. , ,,.....§.‘,..„. 1 , ....,„ 11 . ' mi . , .0* _. „ „._,.....„ ................ ) ) r.4 -iii No „ 6 OR , ... ... , , . ,,, .,, „.......„ , . , . _.......,_ _______ ...„ ______, ......... . 00 ,F, .. „. .... .. , _ .. , . . , . . ....,.. ... .00 ECEOYED „ R APR 1 3 2016 BUILDING DEFT. TOWN OF SOUTHOLD 1-›* \..:/z ..tir, . ) -':"--'-', ::''.s. " ' 1- \ \ : -6-74_ 1 n''4 .60 L.:, I \\\ , •. . ! \ ,r....) , .. , • • \ 1\\ f 1o9 f.., k < c.:\, r , 0 6cCd ' .' • -i-v% ,,,,, \\ \`\ \ • ( a -i. , i .it\t-,,,y, bt' .4A15;(0, '..OF irt(li." i`. gv."'"rht4"/ "s". Qi3 -,r , - i ;, („%dit 'A\ . . ,, , ‘ , \ \\\ i', • , \ \CS) Os. I I \ \ ''': :-.-42. \. _ # -A „ci -,/..--'------..„.„.„,_ 46(k -.' ' ... ' t //' ,",-f,,t_ C....1 -, VO 1 3 \ \ . v x , \ . ._____i \ . / / -%,•14% . • „1 _ „ N'"?6,,t,...., 4.. .2., \ tp\ \ 4, -.,.. , ,,,, \ ,,e,/ , . \---. \ , , , , - ,,,.:,, ,, -,..„, •-- ---1 -, O f Ctv. i \\\, -A .Y . .,,, ‘ '-`1,-- 4 �'' --'\- ' - - - . _ \\ \ ; r.76 \', \ ‘ISO\A . ,-; -0 I / f iN. ..'s 'if., .77:7 c\s" 4,_\ , s., •.„,\ \ , vP/ fi lor ..3N v. .771,, ., ,V ,„, 4 . Ej\ kg)-7:::e.,,,:;,,,, 7,_. „. . 0 ,........ ,,...A. .'s0 . 1. . _.......ci .••••• ..,;:.:- r. ./;1 I 1,l‘' • r\\,,,e _, . \_ V.,/,'!. /,' - .„ ..;.. %-- , - '' / 2" - -'' /\ ?.. - . . .ApP.- -,.. wlitki\il% 6'..".. . - . - l \ 917 e.‘ :.*:6 \ ..„.. ,,,, \ , ,,,,.. \ , , , i ke, , ,, ,,,,7 , , ,.., ,,,,,,\.4, , . , ‘,. ,, 0 \ _, ___ , fr------ . - \<,\I - c.,..4 _ , En Er_ ii w E \ 3.) , , . ., 0-0 - \ ,,,f, ,,.,,, \ ,. o ,.(6-\,\ ›-- . \ . .406 - \,- ..1,,,S. i " F EB 8 2014 i � , ' �� \ ,, 4, I> .Oro �1 �,,,'`� , , .... 1 # BLDG DEPT 'I \ \ . 1 ; TOWN OF SOUTHOLD f,� u` I \ \\ , , , ,,, \ \,..-----c\--,--" e . i „,, _ _. . \\\ ' \ ' \\ \ \ ,. 1 ,,`1 I SURVEY OF PROPERTY SITUATE: NEAR THE VILLA&E OF SREENPORT TOWN: SOUTHOLD N SUFFOLK COUNTY, NY SURVEYED SEPT. 12, 2013 W E SUFFOLK COUNT( TAX # 1000 - 34 - 2 - 8 S r�ivr'TIM� D TO: CAROL]EffiDEIIt Ov G'121.4°2.1-- R W-- p . \ \.N9oW . Di - - W_s \AN PKRpAorta. % - .*-11-- --- - Qom 45,1 .( �. ,'_,;\ vtowe0 Cr4 q ...)\ ,, \ <, ii.& Tt cA .leia tr 0 cA -). —0 ezT 4NI s , ( , yF . BY- — oSeo , -A p r so/f 1. -n . .e.4 bz'i ,40 o,, crk \ts .i., isior...„.„0.0.0.____0„, _„xtio,000,, . ' \ I J,,,cs,. o, ''OF NE ti--. '‘�c�C.Ey ` . � i '?�' N-.3,-.. No�a..ram�ootimaw NwYakfta.e>Lr�lbn lea , i* te*,,,ipl NOTES: e' w eM r ets.a.aadrn = SAND �, I to `eer�1�mow _ftilloli=t=I NO APPARENT DRIVEWAY Area = 1,185 Sa FT OR 0.2246 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE 1"= 30' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 mimiiimmimil ���� REF.C:\UsersUohn\Documents\My Dropbox\13\13-177.pro ..r. 1 SURVEY OF PROPERTY 1 SITUATE: NEAR THE VILLAGE OF CSREENPORT ' TOWN: SOUTHOLD N SUFFOLK COUNTY, NY „ \i SURVEYED FEB. 24, 2014 W -� `— E SUFFOLK COUNTY TAX # 1000 - 34 - 2 - 8 CIE>I TIFB ED TO: NOI Mt FORK I:Ul�)ElRS INC. OR FOWke�'-( O�= \ IAOVA W�_loPNP'K 111��1 p 19 t��l�l tfromZBA_� �)" Depi�>> �-7Final revi70::_e_Pdidq���3�\ ZBA Filel��//aDate: _. Q°4 ® , til ,r>> o )\ boy �w�/ y'pp CON-G 52.0 rY�4,�,yp i`jD` � ' �`�.v ` 'O 76 ielp • 4 "."-,....,.......,...... 16 4r �� \ (01 bto it ��, ' ECEIV ED I. ° , - 'SMF yo, r ' 7 `�° o,!` 2014 • iSN -P * . 4r/Q.CV 4., \ ° S ' Y � BOARD\ p \N� 1` Z rp t-11;010 o HOUSE ROOF INCLUDING GARAGE ,p i 1.1 o�,i 1220sq.. Ft. XO.II = \.208 cu. Ft. 'VII \` ;- 208 cu. Ft /42.2 = 4.<1 vertical Ft.of 8' dila leaching pool required -9 1Nt ‘0 n'-' PROVIDE(2) 8' dla X 3' STORM DRAIN POOL ,_ �^ p ' el g PROPOSED e,' DIA X-3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS. Dv.1 - ��C icSA TIti OP39VAP:( T------ lb/AA/Lori/ea allefot too Or addil,n lo.14,+15 $C° .) i (� vblalKa al wellcn 774,1 fW.11.0.2 al!re Pica Yavr A•>te tnKatam 1 an' 11`" - ' ' 6 %1 , V W mtir1c o^Ioy.wral ,m lyrm vrye1aIto fV t aVed>ol 0,511 USer ett le v011a lo, y 7l.\ ` Aft-t' -Cold tGiy»InTtea Iwrean sga1M1o11111 � 1a1 rIva oclaw./,,r `� 0 Cy IN:1-nn IoY.-Stoic tbvMiNrc.of Wp,-.Iono l NOTES: .�. 5021 '4 4t IS`Q �`q , a1,,,,,,Y...> -W.nierltltzolkn>IWl nay a, Iv Inc perxh ler rJcm Ina,crvetH prgrra• .� LANDS ata•h.WMII le the Idle carry..,yarnrcn- la1 evynot oA/nvrJ>)\N111416 W.,'MrraiMi #.00002,,1 !a Inc rr.gxe>al Im leo4n)mslaaw.• CertI/ka lion cre not Irrrnlcretdo lJ aaalr.a W ttivlk}n NO APPARENT DRIVEWAY iJOHN C. EHLERS LAND SURVEYOR Area = (4,185 50 FT OR 0.2246 ACRES 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SCALE 1"= 30' RAD,N.Y. 11901 369-8288 Fax 369-8287 IN NM REF.C:1UserAJohn\Dropbox\13\13-177.pro 0 fl - c I it SURVEY OF PROPERTY I ' SITUATE: NEAR THE V I LLASE OF (s REENPORT TOWN: SOUTHOLD N SUFFOLK COUNTY, NY SURVEYED SEPT_ 12, 2013 W !� E SUFFOLK COUNTY TAX # - t 1000 - 34 - 2 - 8 NOV106 Gu �$e r e -es r -.� S I � - . CARO)< fl�IPT" of ALL Roos S Ug . ��zRcbp AR 6t1 = �i_ i Soo S:f 6d��c.,_ NpW�� 1ZT v.0417 \PM PRT V Wt oP�P � 00"S v ��,1��� �V// = 8' m x �p a eP.P 1.-e� iJ' [ Pcd- CI) EE: fil,-A-,-, c' p ' Y9>. r____£ oj2 ) s., '4797 - DE 7 \ \LFr ,V oo Doo,°e °p °. 'O a ° ffN n l k, / °-�Doaoo - � z- � � �/ eva 0 ; % i�b � ° FRENCH DRAIN DETAIL / �' • I�Sr'. ,, ,..arts - - 0 � �8 � iF . : � .GRASS MO /� F Y GRADE wu[.rw[ SO /C� \ •} {, y 0DRADE U �0=1111 - -- - - �, _ 11011112- --ck . ....I '111111.11!...._68i 11=IID=•1lll Y� A3 g2!?_ S� Illi oommmea= L� 0 \ nn. SO'mm® GRAM 1N� el !'d ■ £ dull (►�q9\ N-° ..tom .ate. .ate �p2 -9 I���r�w 'i 'I • Typical Section ET Leaching Pools GRASS SWALE DETAIL „, �� -f '- J I ��� � CHAPTER 236 D« ? it 1P� STAUB STODV1VVATED DETAILS ixTT o 9-°- '% OOOOOOOOOOOO 4,,,a^, Dr a\a i ng #: SN-03 hs, rt'` Pd , Slyi3T \ �� �m�j� .i.Qr44%, \A G.Eye 1-0\= 1hoYeob.d a..�aD ar addmD m•a@+�., ' `�•�s.,. 0 "` �� 4 �wolaf d o d o'OD'd=IVN "#) f . . Now Tack Solo Lee 9,d , At _ i . • acp.hs Or=ddtr . .X --(4. C-•l�}:. /7 *\ okayed oral'AA be c�tlnud la br���dfflLLLwww II,o-Lad NOTES: 7. .t`.< —� 1,1 ...o9M:11 t. �` 1• C I kms.w..,wkm./..DaJdtn d 1r' S: 42 •(e-/C b 0a o..+m doe ram Ohbehalf lo mtea mykgoprop= cid as Mb zi til ,-(j•'� to a� .•d'=eda�IN.C.rtltar L�T D —�1:LAND Mos ot Mkwm. ad MYtAY NO APPARENT DRIVEWAY Jr w r. EHLERS SURVEYOR Area q,785 SO FT OR 0.2246 ACRES 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 GRAPHIC SCALE 1"= 30' t RSVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 6611116.11 L REF.CAUsersVohn\Documents\My Dropboxk13113-177.pro Lrr�De o-isa+.� �w. K Ratu+nre • - S SURVEY OF PROPERTY , SITUATE: NEAR THE VILLAGE OF GREEN 'ORT _ ' TOWN: SOUTHOLD _ N SUFFOLK COUNTY, NY i - . E SURVEYED FEB. 24, 2014 SUFFOLK COUNT( TAX # . ' l 1000 - 54 - 2 - 8 S ll"1.011113113 TO: , NORT1EEFOie:i,. WHIMS IINC. 404- 000. ,2a � \ uC, ry b , ` � 000,0q02- / s. \ "Pc. / M VN i /4. /* ' ' PicY4.,,Q *4\ `7,1_. . ir." q11 VA /* 7"0,1.b iip\‘,....\2:2,7 0 4\ 7 to I 2PJ `y/% �� �i -CS' 71 \ *- ' - 4766 'c 0 5 71 = DW I ..4Q • so \ \ .1‘. � \\ \ HOUSE ROOF INGLUDING GARAGE 1.o ' 1 l,,,,-, -_.'t 1220 sq. ft. X Oil = 208 cu. Ft. Qa \� ��I, 208 cu. ft./42.2 = 4.9 vertical ft.of 8' dia. leaching pool rectuIred PROVIDE(2) 8'dia. X 5' STORM DRAIN POOL 0-) --:':)11\11111\1-1:-1.111 - \ PROPOSED 8' DIA. X 5' DEEP DRTHELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 0 I�/ NI�j4 �' �`•l0 �-�Pte`9�� t�ar�i.��.� +tt � �G.EHE � y p b e ring a operation d menton to a l Is a %::14"."-C3(\:.!.°1:11:::::41:14);51 \��Q� .y} ��1:1:11 s ey mop bearing a'loomed arw a.-.ey�re aeon n n �}�� t violation of section 1z04,sub EKblon 7.of the 1: y) ; New Tar State Eelcotan Low' ;1�.-„�1 \,f•L'7 i \ 04,1".21=1:=L L4 oplee/rqn 1 orgbnl of th5 strrey 1 l �' setl wnh ll a coal of Che o e vend true� 7C � {lt,�i�+ � ntwpea seal eau ba corewerea to be vend erg , s ' fir,: ; copies' I I `'+"Y r��; 1 N. •Cert6Yatans indicated hereon sigliy that Ms `/ '',"4`,41,..A...:.',. \ swey wm prepared n aceorm.re Nth the ex- , aO 1 !sting Code of frnctice for len SUVeys adopted i �L� ` !~tt Cy the Neer York State N•sockeion of prole»lonal >11 502N -.S't Land �d .�Gold call run ady per surrey prepared. NOTES: -;OLANDS�ttt on y«d"e t�aleeo°°� an �'''.'err'''/°t to the asngnem of the I MUZI iretdutkn Coace- �T Nora ore rot tra afermie to additlonol Institutions NO APPARENT DRIVEWAY JQ171�1 C. MILERS LAND SURVEYOR Area = 61,1S5 SO FT OR 0.2246 ACRES - 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SGALE 1"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 NM== - ItEF.CAUsersUohn1Dropbox\13113-177.pro MIMmiiMIM awl. }Ih11PM G .••• SVa-IT ` t • F General Notes Scope of Work NY LIC _ISF First Floor Addition Vent The Vent Tlw I All work shall be performed in strict accordance with the GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA Roof f rules and regulations of the Southold Belding Code and the New York State codes having jurisdiction over any portion Ground Wmd Sersmiu Subject To Damage From Winter Inc Shield Flood 2• 3' of the work. Snow Spxd Design Weathering Frost Termite Dewy Dcolm Undedaym ml Hazed dditional Construction Notes Load (mph) Catcbnry Line Cemp Requrnd 2 The general contractor and all subcontractors shall visit Depth the site and ver, all dimensions and the exited conditions I All portions of the proposed of Newre shall comply with FY g the Buddag Code of the State of York and the 45 psi 120 B Severe 36' modow s pr II-83 Yes covering or affecting the work poor to construction Any Residential Code of the State of New York 7°xo`7' kr*. i Bath disuepanoes or omissions which would Interfere with the 1? satisfactory completion of the work descnbed herein shall 2 All portions of the proposed structure are designed toCan be reported to the architect comply with local geographic and climactic entero as IY 1}, l' ii. l}' 1f' py wn stated in the adjoining oining table 3 Before starting work,the contractor shall make a 1 5`�+ 3' s`l r /...4thorough examination of those portions of the structure m1 r 3 All structural elements are designed to be adequate for ' which the work is to be performed,checking all the aground snow load of 45 psi,and wood speed of 120 mph BUILDING DEPARTMENT INFORMATION l l" W ' r adjoining or underlying locations Report to the architect 1st Floor Level '--U—' "'--U—' fi 1st Floor level (V any and all conditions which may interfere with or otherwisePRESCRIPTIVE OR ENGINEERED PRESCRIPTIVE to affect or prevent the proper execution and completion of 4 Footings shall be at a minimum of 36'below finished 1 3' 2• fade SQUARE FOOTAGE ADDED EXISTING PROPOSED the work.Do not start the work until such conditions have g _ t 3, ` _„ 0 Co FTS H been examined and a course of action mutually agreed upon BASEMENT AREA 895 SQ FT 895 SQ FT I FT'y 5 Poured concrete shall have a compressive strength of ^^ � rYx 4 Failure to notify the architect or the owner of 2500 psi at 28 days FIRST FLOOR AREA 895 SQ FT 895 SQ FT I� Q unsatisfactory conditions will be construed as an SECOND rt DOR AREA 0 SQ FT 895 SQ FT \/ ��.r cce tante of the conditions Co properlyperform the 6 Sill plates shall be preservative treated wood and be ^Y t••t awok installed above the 16O oz copper termite shield DESIGN I GADS ROOF DEAD 2Opnf LIVE 20pnt SNOW 45prf Kitchen ce �'t� 5.3 O requiredoom SECOND FLOOR NON SLEEPING AREA DEAD 20,LIVE.40 I It 14 x- tti 5 The execution of the work constitutes acceptance of the 7 Shingle siding shall conform to ASTM Cl 3679 O Q Z 50 requirements and be installed in accordance with the PCI conditions Later claims well not constitute relief from file requirements of the Bu,ld,n Code of the State of New ATTICS WITHOUT STORAGE DEAD to f LIVE 10 f-WITFI STORAGE DEAD 10 1 LIVE 20 I I}' 1}' I' I}• requirements of the work,nor will extra compensation be York andmanufacturerssip a specifications Ps N psi psi W O V paid by the owner a STAIRS DEAD 10,LIVE 40-GUARDRAILS&HANDRAILS DEAR 5 LIVE 200 1 t -/' S\/r 6 All work Is to conform with drawings and specifications 8 An we shield of self adhering polymer modified bitumen _-0I" It v E sheet shall extend from the eaves edge to a min of 24' EXPOSURE CATEGORY C DW {'t�I�Yy1' of the architect and engineer consultants 1st Floor Level 1st Floor level " Inside the exterior wall perimeter lr SEISMIC DESIGN CATEGORY D 35 2• 7 The general contractor in to maintain a complete and up WIND ZONE 120mph Zane III-WITHIN 1 MILE FROM COAST,MISSILE D TEST APPLICABLE e C O to date net of drawings on the job site at all times, cor ,con2' 0 including tract documents and specifications Energy Conservation Notes PROTECTIVE GLAZING PANELS 1PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WINO BORNE DEBRIS APPROPRIATE 3' s 8 The contract documents and drawings are not to be ATTACHMENT HARDWARE SHALL BE INCLUDED PANELS SHALL COVER ENTIRE GLAZED OPENING INCLUDING I All building envelope components shall comply with t_.,, scaled under any orcumstances Field approvals by the Chapter G of the Energy Conservation Code of the State of 'F/i architect are required are required for final locations of New York LUMBER SPECIES&GRADE DOUGLAS FIR-LARCH,SELECT STRUCTURAL GRADE.lb^14SOpsil Basement Floor level Basement floor level exterior and Interior partition walls,wall openings,electrical outlets and devices including fight fixtures,mechanical 2 All glazing Shall have a max U Factor of 40 ENGINEERED LUMBER-LVL 19E Fb-2,600px&II Ill/560ST9IFS MAXIMUM VERTICAL SHEAR-2 0501bs House devices and equipment,plumbing fixtures,and decorative SHEATHING TLOORS(I)LAYER 314'CDX TONGUE&GROOVE SUB FLOOR GLUED S.SCREWED CO -s 4• Trap A. STo Approved surfaces and materials 3 Gn eiss shall be provided with a min R-38 fiberglass batt insulation WALLS(N LAYER 5/8"CDX APA RATED NAIL ED WITH BO the 0 C @ EDGES,6"0C @ INTERIORS,IF PNEUMATIC GUN anitary System 9 Furnish and supply all matenals.labor,and equipment as IS USED,NAILS SHALL BE097-099NAIL I-3/4',3"OC@ EDGES,6"0C@INTERMFDIATES 1E4 V.J Plumbing Riser Diagram r^ required to perform and complete the work indicated In the 4 Exterior walls shall be provided with min R-I8 fiberglass ROOF(1)LAYER 3/4"CDX APA RATED,NAILED WITH 8D @4'O QT C EDGES 6'0 C @ contract documents and drawings batt insulation INTERIORS,IF PNEUMATIC GUNS ARE USED,NAILS SHALL BE 097-099 NAIL.1-7/8"3'0 C @ NOT TO SCALE g EDGES 6'O C @ INTERIORS 10 It shall be the contractor's responsibility to ascertain 5 Floors shall be provided with min R-19 fiberglass batt lr_' all prevailing procedures including storage and toilet insulation ft ' w facilities,protection of existing work to remain,access to f I work area,hours of permitted work,availability of water and 6 Basement walls shall be provided with min R-9 , electric power,and all other conditions and restnctions. Polystyrene ng,d insulation , __. for this particular location I I The general contractor shall take every precaution to 26 ' _ i.copy from,,,Z���tS H x protect the existing work to remain If work to remain Bldg Det dC! �I e becomes damaged during the course of operations,it Sell VIeW a `T✓�/ e metal es raps 30 or g (Y2 6 be repaired to the owners satisfaction,at no additional metal straps over nage to, F)nS cost p roof rafters B 16'OC \ \ _ ,, r .+ .. . ....',.. \� VP flip # _ - W 12 The general contractor shall obtain any and at permits 'kihv .\xi nt)1e if collar ties • ate• a required for the performance of the work and also file the � fDate: necessary documents with the Department of Bmldings in ,\ ' x _ ' preparation for permuting 'n z 13 The general contractor shall make the necessary i ( " I IT. arrangements to utilities and services temporary / ,\ '^ O �1 (may _ disconnected while performing the work as required,and t 1 LJ "• maintained for temporary use .. „'Ire �� Provide(8)I Od common; - _ -----'-• \ a�� �l nails each end of collar tis' VVV .. x ° 14 The general contractor shall do all cutting and `��/� -typ b ®�q� W chopping For all subcontractors and trades `�^ Provide alternating Simpson �E1 ® . In J �it N2 41110 or equal hwmeme _ I x t. W 15 The general contractor shall provide proper shoring �� straps to tie roof raker tb rrF�. and bracing for all remaining structure prior to removal of iI'i Ip; dol plate t stud-typ �F Ir nl existing structure .m14..4. - • .. I V FEB II 2014 �✓ NUU/BTT22n•6.. O 16 The general contractor shall be responsible for �,",,,,,, �,a,e„ -necessary patching and refinishing of the adjacent ` ,v.".".oY..."".r.®.s 1" -properties as required due to contract work within the F ''a`t.. _.—,-.n.cuone-..ren,, _ , ili I' - I �v 7 project site Z :::','."e`�'T-'.d'r fy.;: ',.c.. 1 �q F--1 17 The general contractor well be responsible For �e ^.`an�r". a , ' �' .4g, i _ •: BOARD �D® ®� {�Pp�ALV scheduling all inspections as required Including 3eµc;aa `c:,.. �f��'� 1 0 rF o �1 P'` (a)Foundation ii _ „,;, w..f, '�z,' ` i0 (b)rough framingm .p; 3 tlr ,I ons i'--.---1110,.. .i,_ F.' :"I/ in w (c)rough electrical T• ceo i mi -w«.,.'a 'r .:. ,.,. �^"'• \t\` ` Provide Simpson LPT4 sr 1 (e)rough eplumbing can ,-rn,-:=a rr>r. h� equal metal straps to he ns„,,,..a+" (f))finishel ctncal u• .,� "" "°.,... =tl ^� I\��1 Ward to dol plate 1°I J + ..,,,: ,«,. / �(�' n typ @ 16'O C I 1 18 Surplus material of every character resulting from the ,,:`.t..,..„„.4„,_...,..'L (� � \^,_, I� Provide Simpson N6 or LI IF JI T ' 3Frmth�,ea6rmmh work,which may be left over during the work and after theoto •”!.......m._, ,,,,�,,pa..,. I-'----61, `'.1 -!e� equal metal straps to tie I Y �' J�„a work is completed,shall be hauled away and the see left -..,�'.;"°�a,y,:'.;��.,,-,,. �i I `^+-✓ '� wall studs of both Floors ',al 631,2G9129 IO S entirely dean and unobstructed on a regular basis ;74'1,:n a., _ ■ @to plates t band last-q; I eY vim"•" •i' _I' (�16'O G • NO DATE REVISIONS REVISIONS •eaX 4--„-,,,,,,,,-.3-,•::,-..1,^ '�i''^ __ausi F '. I - I9 Execute the work in a careful and order) manner with p•a"""'rq`"' il _ _ the least possible disturbance to the public y •+ ._an.% '„",;;;n-;;; „" chord* ' s-e� - Provide Simpson H6 or (,4<-'.�' "" _ <'"'+'^^wit ""'��a,„�s �\�—��I�1 equal metal straps to tie-roti - 20 The general contractor Is solely responsible for Or.,,,,,,,„,„.a„-,aa,,,,„, ,a�,,,�„ .>v,.,.w...o- ,,,•, • ,.a. 2 'f i',I.� / stud to cal't t end joist ' construction safety and shall hold the owner,architect,and ..9. a 5 •` -cYP I 1 I - - assigns harmless from litigation arising out of the ri m...e i sr 6 r I'�f!�� / Provide appropriate metal j 1 COMM.NO. Bill Colman contracture failure to provide necessary construction ' ' ° ” i +•. ".I"r"' """ [' � kite warner,net t ancn5-i • safety means and methods 0'^+_ ... •, -. - t , 11I.K boil Co tie siA plate to con_ I n.78,2014 SDATE ALC psi NOTED M \i=+ Foundation wall-lip(]CO" O DRAWN BY FHS 21 Perforin the work in accordance with the highest U ' t fstone).3'-0• o - standards and established practices of the trade,and n ` x ; 0 C(where I std - ro conform to all village,state,and federal authorities having s c e o C(where 2 stones)12' PECHERFU I "- - From comers of building i SHEET TITLE jurisdiction over this work mut es,'- e ' '^iA " . . ..o°me ' openings,l2'min deep; PERMIT SET: 22 Work specified shall be performed by subcontractors _ ~, — ,r,:v r rovide Simson LPT4 or,/ \ \ • '` - - \ \ = Bldg Dept Info equal etas straps to tie, 2 uIengaged in the supply and Installation of work 'mom+~'o'^`ri"T',,,'` n board to sill pinta-t regularly PPN „ m`„: >_� �''e�9� P sP � required by these specifications afar >e.,;�, v^<'ej N; : :''`":.:"'"`_ Q 16'0 C 1 y r 23 It is the Intent that the contract documents and bid ,,,, V; - .,dl's,'".,. '"' li R ,r specifications include all labor and matenal to accomplish a i. i 26'47• F complete installation Bidders are requested to Include any incidental work that might occur during the extra charges Alter the O Simpson Strapping Diagram I Existing Basement Plan a D A 1 signing for any laborotherewnllbc s ary toompl C.) Simpson 1loldown Diagram O s _allowed For any labor or material necessary to complete the work whether exactly described in these specifications NORTI@ D and drawings or notNOT TO SCALE NOT TO SCALE SCALE 1"= I'-O" 4 E O O NY LIG •V 25'-8' 20'-6' ( Fry�J. 2 6'3"• / 8 3' / 8 6" / 2-8 ` II I—� II 1 N L O I Q1 LLLIII T 'y Outdoor Room - Outdoor Room 1ST� x a F1 1 4 0 r"I I x 1 �` Q0z -x w um GARAGE g GARAGE M �." g Q use . __ -I - s 4a I Z i(c) BATHRO'OM �I '� "�"ny BATHROIDM 1 ,"\, E; [IN-' 0 , I _ j��'. (0 I I 3 BEDROOM I '� 1-1- -.' . BEDROOM 3 _' --% _ C - s L \ I" � m _ 7�� - A �i RBF c. / Rd _Y I 4 CL CL CL �\ CL Cl CL\ �� x E0 iI I ,,/f ^�- _ KITCHEN i l� F T KITCHEN O I u3 q BEDROOM 2 -_ I -- K - DEN Ell a W `^ € 2.6 RR Q 1 6'o c �—DEMO WALL "a m °"a" z \ ""2.6 RR 16'ou .. g opo ( 1 F DEMO WALL w z m I /I 2.-C 5.-34. / n I1 in 14 -1 Min w V a oe�Tt copy aoc is AN_____1, LIVING ROOM DINING ROOM E in T LIVING ROOM DINING ROOM I Bldg,re. >� �j 1 1 „nal i F/i �; /- • pate gr 1 .12.7•"5 �• zece .12us .1zus era AC \ \ I �•�A I I —� '-t`r �frnn& cB6roBA / 4 7' I 3'-0Y1 /g / / 9i, cme..ml w"w..s�.I: / A` 13'-0' / 13'-0' a 1 lii 01.412v NO DATE REVISIONS / 26'-0° / O EXISTING FIRST FLOOR PIAN C-1) PROPOSED PIRST FLOOR PLAN COMM NO_ BJI Co man DATE Fan]B/OM SCALE 4'= 1'-O" SCALE '-�'= I'-O" DRAWN BY r�TFs.TED CHECKED BY SHEET TITLE PERMIT SET: First Floor a r.Y O O , Z A-2 ,'7-, t O V O NY LIG 'f c1 CA gLe Ci' �W^ x 4e•i g 13 W VI 26,-0• , y G'4 y 5 4 w O VD N 11 4 . (73 \ 4 O �/ 711. � ll7'-2• Y, BEDROOM 2 n AIMa� o o - u ' 12,0' 6'-2' Iw c/,/r/� KNEE WALL 4'-0'H _ r N [�] I A/ 1 _ _ RIDGE 2a6 _ — __ • 1 1 1 ^ �/ J KNEE WALL G'-O'H MASTER BEDROOM 2fl . Ful g `I �I z 4 T 3 W' 10 9• 1 3.-04. t 4.-78 1 EXISTING SECOND FLOOR PLAN 2 PROPOSED SECOND FLOOR PLAN ;sj9 sept co I,YEn== NO DATE U'RfiV�51DNB :anal re�1ewed Cr) SCALE = r-a' O SCALE '= I'-o" �gp Fde# 1 pate: COMM.NO.. BJI Comm DATE Jan.20 2014 SCALE AS NOTED DRAWN BY THS CHECKED BY SHEET TITLE PERMIT SET: E First Floor a D - 0 z A-3 O t O u 0 NY LIC aj Can it N tT H ^ � x xN ;r-+ LA O °z4 W.4 .ux c'7,' Z o� 0 Top of Rdge @ upper Roof A, Elev 18,10 Y` --',.. 12 2x1 O ndge k Top of Rdge �_ 4 5 v asphalt roof shingles DC 1-E 10'2 ___________________ i°roof sheathing Top of Plate _1. _ 2x8 _@ STop o Floor Jry, ! 2x8 rafter @ 16'o c Ela 16'-7'S 7 � � w/R90 batt insulation CJ/�, 2-2x6 top plate _J EXTERIOR WALL CONST(IW) •drywall board 8 - 2x4 wood stud wall @ 16°o c 115 batt insulation • Y2.armor grade plywood sheathing cedar sling on building paper /21 Finish floonng _ ood subaoor I d t screwed-t Top of Plate Tap of Plate 5,4'ply, 9 ue yr, @ first Floor 9 \ \ @ First Floor —__ __ a Jr - ii i 2,4 bottom plate i{ gv j 2x8 rafter 0 (8)2x 10 Girder O 2x 10 joist PO W Mq. 2x10 ledger V d EV round column PO zw Top of Finished Floor Top of Finished Floor O @ first Floor 4, .. @ First Floor k0. v d F�1 Elev O'-O° y a Elev 0''-0' 1.- - _ i5 Lf) ET3 f. H l I - - -I-1 I I 1. I I O Z edc ,i` Dept iron ,,,;/: Z . in. IxaJdiunal...ling 1,4, pate.. an.,,,,n. NO DATE REVISIONS' O EXISTING SECTIONO PROPOSED SECTION COMM-NO- Brll Dorman DATE fan.2B 20t4 SCALE a'= I'-O" SCALE 4'-"= I'-O" SCALE AWN BY FHSFHOTED CHECKED BY SHEET TITLE PERMIT SET- ; Section LI • Y 1 r. O O Z A-4 O O u 0 NY LIG 1J _ VJ L ' Cl g C' N w '' x s/ 7T_a_w~_r I (Ti !7 1. ". °l 4O ,:- --/----iz.-t ttukutu :.1.- . is i-FEjtoo,9---,---4r,-1:41 ,-. 49 - -r,14- -IP.--j-1Eir —— -- ` tiiiii ■r m r_ --T---- : 1 r , r, ' e,,l'i ,f',---E,,--r,_--t. W ci U l+"i -- —— -- // 1 iL 1114.71'1,11,t i 1 'L 1 1MD tifY f-- 1 I I �l.I.�� I � �i-~~',tiI�. .�i j.l.j Lila_ rt .1_,,,,,,,k 1.. A. �. .I.., Y� 'YJ 1 I. 'h`rt,14-14-AJ r----J ,,.w r4:t` ___ ___--__ —_ -_-_-__—_—__ ______—__—___—___ ,itL'AJ L �� f }r tliT —_- -- } .___._ ____ _- _-_-_ - --_ -_ _ _ ____ --___- j ET . — __ € E';___ — ------ ---- — I f a -- 1 ' _/ t I ,fi tt I __ # l —_ - 11 141 au �C r,1 'L�' _{ -- - ---- --- - --- ------------- -- ------ ---- ------------- --- ------ -- ---- ------------ ---- ---- ------------ ----- --- -- - ------- ---- --------- ----------- - — - -------- ---- -------- - --- --------- --- - -- --- --- -- --- - - ----- — ------ ___ ---- --- ------ - ----- - -- --- -------------- -- ------- - ----- --- -------- ------ -- -- = - -- --- - ------- ---- - ------- - w OEXISTING RIGHT SIDE ELEVATION O EXISTING FRONT ELEVATION SCALE q"= I'-0" SCALE q'= I'-0" 0..4 PO V C t,_______ ,1 ,.,„ ,�� r. Y_ it W PI .... _ __ ___ 1.7_,..1_:_, F, ,.1 7 , ,..-----7-1-LIF I x In W ----- ----- - ----- — — ------ A ----- -------- ---- -- ---- -- Tt_�'y� rr�� �!�"��:�� ��._ -t,'uC ;11�t�f,l�a�r:,t,,� ,';�,G,i.„..� �. F�1 .. .-,., I 1�' - 1:0'0T+4511 LVIE t,4..4., 7+4t 1 (1r I ! f rrLir LA Z --_—_--__ --__ - _ - _— -- - [ r - — 4 ,-- f I I ,`I'I,`I IY�i'I ilL1L' i , I-An it ( i 'llI I -_-__ _- ___ =-_-_ __=_- --- - SS -- --__--___ _ _- -_ mini : _ - -_-_=- -__ __ -__- _--- -__ __ - __ =_-_ �_ ' - - 5.1-e. M ---._--__ ., - I - ------ -- - - -- -- -- -- - - 1 5 9fraBB&cakrook alio ----- ------ _ BI• Dept copy from Ze.BA ' `°R"F""� 9 NO. DATE REVISIONS Final reviewed documnts ZBA File# . Date: / / _ _ CD PROPOSED RIGHT SIDE ELEVATION O PROPOSED FRONT ELEVATION COMM N0. 0111 Dorman DATE t.,.28 2044 SCALE AS NOTID `-'SCALE 4'= I'-d' SCALE q'= I'-O" DRAWN BY FHS CHECKED BY SHEET TITLE PERMIT SET- . F Elevations 5_ O Z P. .e-, A-5 t O V P) NY UC . 1 Cti L ' F-1 N g �.. 1 �, Y' � ��� I .•4�••IC, P.1 _ __=_ T -1,-,:c:_d L LI 1.L i 11 L i I ,,I J h.J-.='.4`I J.Et,- x 3 t.> GI *II a1--14.----L ,-L i,, �� I I ,111i� °� 'Ir.1_71-1 O O x b I �' LW U !AK. t �L l `t;I ',-I.,' 4t.„7.1:17 0 C a� -- -- — — •— it i i L.0 1`' '.t -4,..'I'..,l :rELI te...���_ h o F I � 1r I I � � C E;:'lr .L�i 1+ "1 _ , , 114 Lrrt 'J L i i _ . -��r.'4- _, 1 pf ii_ i....4_ ,,......___ —=_______= -___=- Li 1 ! --17--__-_=__—_71---__—__- 1., _I II __11. _________ __ _ tairr I ifr u J 1 — �p -- ----- ------- H _ A OEXISTING LEFT SIDE ELEVATION O EXISTING REAR ELEVATION a SCALE q'= I'-0" SCALE q"= I'-0" 1) ..( U O 'Cin.. J:: a,'"L-'V .0"-x,--27;1- - , 'i,.,1" — — Li L'liT' Y t? J M 7„t is J J 7(; µ1 1.r J.r_ — L......_. —rq____ ----- --------------- - ------------- - - _ � ��-m,�;..,yti,._,�,tr -r --'•r--^^•---^r--`,-,-r,r r.•--r-rlr K-nr11:7:1--)-1��- � � -- - - ----- ----- :`U` a iatt ;tirD,;� i1f- _ i _- _ _ - __ i`. ._, aJ,.1,•1 I t - r . tTJ , Z _ - ----- ------------ _________ --- --------------------- --- --- a ---- _.- --�_____-__—_.- - 'rank'S+rAIICAAti i1.: c .o ,I ..i ur:ccnm NO, DATE REVISIONS g�dg Dept copy from ZBA anal reviewed documents O PROPOSED LEFT SIDE ELEVATION - PROPOSED REAR ELEVATIO BA COMM N0. BEI Dorman 3 4 DATE ,.M1,A,2B,. SCALE k= 1'-0". SCALE q'= I'-0" Date: / DRAWN By NOTED CHECKED BY SHEET TITLE PERMIT SET: E Elevations a S 0 z s /�^-6 D 0 O O 3-%--9) NY LIC. T 'r so , � co � I 1 �1 Q '.' 0 u. u1 r 0 (1.* \-\ 441�, y� a 5N °4P\/03. \ UP) Ellimi /1111111111 cV ln414 g0 'IIe-a di r-I � Z� IA ® .off-1 411 C.) • H E.° H CD Top of Ridge Z . @ Upper Roof Ail Elev. 18' I04" ± IIF 1 2 2x I 0 ridge Top of Ridge Ati _- 4.5 - __ asphalt roofshingles - ro _.._ ., - - ._ of sheat m 4 9 �� To of Plate — h Top - = = - — __ 2x8 rafter @ 16" o.c. \ @Second Moor - - - -_ �� 1 w/ R30 batt insulation Elev. 16' 7" ± lirCfs) 2- 2x6 top plate EXTERIOR WALL CONST. (TYF.) - 5/8' drywall board cp �- , 2x4 wood stud wall @ 16" o.c. r11111 �— / �\ RI 5 batt insulation /2" exterior grade plywood sheathing cedar siding on building paper0 ���� Finish flooring Top of Mate � �� Top of Mate �� 3/4" plywood subfloor, glued S screwed- typ. 0114 @ First Floor \ • -� @ First Floor Y __ _ _ at _ __ _- _ _ \ 2x6 bottom plate011111111 Elev. 9'-0" ± Elev. 9' 0" ± I 2x8 rafter i in (3) 2x I 0 Girder 0 2x I 0 joist PO 0 rw, r 2x I 0 ledger �/ a w st—ii,( 8" round column ^ . Top of Finished Floor Top of Finished Floor 9 < Railing ^ E,.,� @ First Floor ; @ First Floor (!lio ` �� m I x6 Decking h0 ��l S -� E 2x6 FJ @ 12" o.c. ^ . Elev. 0'-0" ,� �. Elev. O'-O" "_ �' hal rullai /` I: I (3) 2x I 0 Girder W kr 1O I m F I 2" 0 Concrete Sonotube F221i NI N i V • u • u0 "' " fir_ .. 'rattle aeabrook 't1,1111000, Traditional Building Design AA lfA Ait/A Construction Drafting Services p L 1 631-255-9129 W NO. DATE REVISIONS ...52) EXISTING SECTION ® PROPOSED SECTION COMM.NO.: Bill Gorman IDATE: Jan.28,2014 SCALE: AS — SCALE: -,14." = I '-0" SCALE: 4" = I '-O" DRAWN BY: FHS NOTED CHECKED BY: SHEET TITLE: PERMIT SET: cn Section W X X 0 w F ' ...2d .._ 17, ,_7, - w -E ,--\ " AMI 4 JUN 12 2014 la a 0 BLDG. DEPT. TOWN OF SoUT,ICLD O DRAINAGE INSPECTIONS ARE REQUIRED General Notes Scope of Work on ac o Lrotvideeringa ,:.o,.' Backfill, OR Provide Engineer's Certification NY LIC. First Floor Additionthat the drainage has been installed to Code. I I . All work shall be performed in strict accordance with the GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA RVent Thru Vent Thru 01 �` .4/0 of Roof ,`� ,�� -(� rules and regulations of the Southold Building Code and the \ 60 Z .. c' Wind Subject To Damage From €! ` _ V cT Via. c90 2 New York State codes having jurisdiction over any portion Ground Seismicg Winter Ice Shield Flood s • , _ o LL Snow Seed Design Weathering Frost Termite Decay Design Underlayment Hazard 2 3„ Q 2 *' O of the work. Additional Construction Notes Load (mph) Category Line Temp. Required O y i :,•! =p IJJ 2. The general contractor and all subcontractors shall visit Depth d�ti0,.,.L N',14` �,r,F- the site and verifyall dimensions and the existingconditions I . All portions of the proposed structure shall comply with 45psi 120 B Severe 36 Moderate Slight 11-83 Yes -es, the the Building Code of the State of New York and the g covering or affecting the work prior to construction. Any Residential Code of the State of New York. To iieavy To discrepancies or omissions which would interfere with the Moderate I 2 Bath satisfactory completion of the work described herein shall 2. All portions of the proposed structure are designed to be reported to the architect. (in comply with localgeographic and climactic criteria as I " '" pY �,, 2„ lz Emil 3. Before starting work, the contractor shall make a stated in the adjoining table. l� 12 12 thorough examination of those portions Of the structure in '��i 311 '�� 3. All structural elements are designed to be adequate for BUILDING DEPARTMENT INFORMATION 1 f t ~ which the work is to be performed, checking all the a ground snow load of 45 psi, and wind speed of 120 mph. adjoining or underlying locations. Report to the architect ) ( 12, I st floor Level U ( A. I at Floor Level N any and all conditions which may interfere with or otherwise PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE affect or the proper execution and completion of 4. Footings shall be at a minimum of 36 below finished 3 2" the work.prevent not start the work until such conditions have grade, SQUARE FOOTAGE ADDED: EXISTING PROPOSED DoII • '1 C.O. ��.,I been examined and a course of action mutually agreed upon. 5. Poured concrete shall have a compressive strength of BASEMENT AREA: 895 SQ. FT. 895 SQ.FT. 3" 3" \' 4. Failure to notify the architect or the owner of 2500 psi at 28 days. FIRST FLOOR AREA: 895 SQ.FT. 895 SQ.FT. 11111 unsatisfactory conditions will be construed as an SECOND FLOOR AREA: 0 SQ.FT. 895 SQ.FT. C. SII plates shall be preservative treated wood and be di }+ acceptance of the conditions to properly perform the installed above the 160 oz copper termite shield. DESIGN LOADS: ROOF: DEAD:20psf;LIVE:20psf; SNOW:45psf �r 1-4 required work. r i Itzti SECOND FLOOR NON SLEEPING AREA: DEAD:20;LIVE:40 Kitchen. 12 Bathroom ofthework constitutes acceptance of the 7. Shingle siding shall conform to ASTM D 3679 5. The execution p re Z requirements and be installed in accordance with the conditions. Later claims will not constitute relief from the q 12° 12" 12" Ii' O ,' requirements of the work, nor will extra tom ensation be requirements of the Building Code of the State of New ATTICS : WITHOUT STORAGE:DEAD : lOpsf;LIVE : 10 psf - WITH STORAGE:DEAD : 10 psf; LIVE:20 psf i paid by the owner. p York and manufacturers specifications. ...__._ i': DEAD: 10 ;LIVE:40 - GUARDRAILS&HANDRAILS :DEAD: 5 ;LIVE:200 -.�''��' '' -,I 0 V crfl ) ,..._ 8. An ice shield of self adhering polymer modified bitumen G. All work is to conform with drawings and specifications linI " 2 sheet shall extend from the cave's edge to a min. of 24" EXPOSURE CATEGORY: C DW ) J r 1....1of the architect and engineer consultants. inside the exterior wall perimeter. I st Floor Level Ir 1st Floor Level SEISMIC DESIGN CATEGORY: B 3„ 2" Elmillil ''t 7. The general contractor is to maintain a complete and up WIND ZONE: 120mph;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE to date set of drawings on the job site at all times, C.O.p It C.O. Energy Conservation Notes PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS.APPROPRIATE 3„ including contract documents and specifications. 3,, • \ O 8. The contract documents and drawings are notto be ATTACHMENT HARDWARE SHALL BE INCLUDED. PANELS SHALL COVER ENTIRE GLAZED OPENING, INCLUDING • I . All building envelope components shall comply with scaled under any circumstances. held approvals by the Chapter C of the Energy Conservation Code of the State of architect are required are required for final locations of New York. LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE,Fb= 1450p:si Basement floor Level Basement Floor Level exterior and interior partition walls, wall openings, electrical outlets and devices including light fixtures, mechanical 2. All glazing shall have a max. U Factor of .40. ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi & 11 7/8"TJI/560SEIRIES MAXIMUM VERTICAL SHEAR-2,050 lbs House devices and equipment, plumbing fixtures, and decorative SHEATHING: FLOORS :(I)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED& SCREWED C.O. rap I 4" Trap 4„ To Approved surfaces and materials. 3. Ceilings shall be provided with a min. R-38 fiberglass pp WALLS :(I)LAYER 5/8"CDX APA RATED,NAILED WITH 8D @4"O1.C.@ EDGES,6" O.C.@ INTERIORS; IF PNEUMATIC GUN = i ,> unitary System batt insulation. , .,1..)''vi �,„” ., IS USED,NAILS SHALL BE.097-.099 NAIL 1-3/4",3"O.C. EDGES. 6"O.C. INTERMEDIATESi 1 ``*A^, ,r WASTE " 9. Furnish and supply all materials, labor, and equipment as@ @ Plumbing �i s e r Diagram A_i-P, �, ,,.,�»�., v r.ED required to perform and complete the work indicated in the 4. Exterior walls shall be, provided with min. R- 18 fiberglass &'a'1r+ T' LINES NEED q p p p g ROOF :(1)LAYER 3/4 CDX APA RATED,NAILED WITH 8D @ 4 O.C.@EDGES,6 O.C. @ q' ) TE; ,;�: C C'JRiN C J contract documents and drawings. batt insulation, INTERIORS; IF PNEUMATIC GUNS ARE USED,NAILS SHALL BE.057- .099 NAIL 1-7/8",3"O.C.@ / NOT TO SCALE EDGES,6"O.C.@ INTERIORS 10. It shall be the contractor's responsibility to ascertain 5. Floors shall be provided with min. R- 19 fiberglass batt PLUMBER CERTIFICATION all prevailing procedures including: storage and toilet insulation. ON LF.'..'": t_''"--,','T,:/ , • --,`-.:ARE [11111 facilities, protection of existing work to remain, access to C1-2,-- i,':-:: , , ' 'CY work area, hours of permitted work, availability of water and G. Basement walls shall be provided with mm. R-9 IZ electric power, and all other conditions and restrictions, Polystyrene rigid insulation. for this particular location. 20'-0" EXCEED �7 t .v, i _... . a Imo' 1 I I . The general contractor shall take every precaution to �✓ ' 111111.11114 protect the existing work to remain. If work to remain ' becomes damaged during the course of operations, it will Provide MSTA30 or equal ••p be repaired to the owner's satisfaction, at no additional metal straps over ridge to ` + ' O roof rafters - typ. @ I0"0.C. w COS , ;a' "u. ,.�. •.r• �•a:.y 4..' , � 'x�;a' (not applicable if collar ties - Pn 12. The general contractor shall obtain any and alll permits are present) �/ required for the performance of the work, and also file the _ N , • necessarydocuments with the Department of Dui Idm sin0 ult F..1 w p 9 preparation for permitting. AO Z 13. The general contractor shall make the necessary �t , "'E.w ` 0 4t arrangements to utilities and services temporarily • APPROVED '"" NOTED disconnected while performing the work as required, and Al e��(' maintained for temporary use. '�,,4 Provide (8) I Od common ;:.,:, .;.. „__.._ _ } — DATE' �'/�/� B.P. ,tom �� O / nails each end of collar ties ''r',,- -.' -1 /I A FEE: _ _ " ..i(.c._.(..A._.__._ 14. The general contractor shall do all cutting and irl. ' moi/ typ' Q NC:-IFY BUILD �'I '- =1".11 ";1 LT Z chopping for all subcontractors and trades. iti �/ Provide alternating Simpson 't765 1�02 8 A�1 TG + r(JF� T.,yIl) w`♦dIr�' 112 1110 or edual hurncume � FOLLOWING INSF'EC1 w 1 5. The general contractor shall provide proper shoring ♦� straps to tie roof rafter to) ♦ p1. FOUNDATION-TVVO REQUi( ED N. and bracing for all remaining structure prior to removal of IP ('� /moi dbl. plate stud typ. FOR POURED CONCRETE ''f' 7"stepdown 61,, 2. ROUGH FRAMING,PLUMBING, Cal Eillmli existing structure. rr,5 f«4 INS STRAPPING, ELECTRICAL&CAULKING iststj :; :' . -�• 3. INSULATION 16. The general contractor shall be responsible for �, ��ky d � „fig _ 4. FINAL-CONSTRUCTION &ELECTRICAL necessarypatchingand refinishingof the adjacent AlZY UTotA*SX6,HIf 124,14 . _` ` " J . ;, :� v 1-- MUST BE COMPLETE FOR C 0. 0 properties as required due to contract work within the . �� ° t'r:,'s:'4-,01.tt� ,«..t,,g>a, ,<3,•-1-•�:-.•:c-.„ ; 5, -�' T^ '' �EETTFF i. w%.S:'.,4-..0.--,a,F. C.$%:w1;,1", "`.;9.!?.;:A::.•e➢.'"a"'&'A Wit,Re:;' ?J LC E project site. tt X•-,.E" a.-yr .,- .•,-1.11, ,,__ .r•• ,�',,,, ' x' �` EVV WM t R},t109 ,4 1 oo AFI`CC S^ R':']IO S,TALC�".:irS OF tl ., _� IPI01 �' 775 :.'• 1'0 .'�STS' E NG' FOR ,.. nrtss'»s r:-;""k'6^zza .re:tu's ;-a",�,m^z sa'r"+;,'x!: =ar ... l I E 17. The general contractor will be responsible for :1 t`- -`'-,5'd,Yt' b.7,.ax €p- .4>:-$:-.,.•':'a �I _ .= _ '"'2•.n zr„-•xr�r!r..i°'s�""' ,a-�€: •*.:r.ta»y } � .§ art21 '� / N� f � ` scheduling all inspections as required, including: w � - ."' '��� o DESIGIGRCGP,..TF; C tv �il;vFS. (a) foundation .. z ��'`'�» `\ �l.h �° `,° dCo �� f N m (b) rough framing ;. . i" '�'�� (c) rough electrical r :, r',g.� ,�. ,GYM; .-., a; �:.";: dx' `W=`" ' 1► !, •r,. .. >e;'•-. ;b'a'-Y--z0,0,00-2.4.0 011141111111114111111111; 1111411 ` 1\� Provide Simpson LPT4 or (d) rough plumbing v-5a n'"'"�(e) final electrical `' '" "`' ` '"°' X equalmetalstrapstote 7"ste downc� I(f) finish • ;^..•m,rs-„ ,roc>.,*,w ,..4Irene,/4,0,, ,a., SS rimboardtodbl. plate :x,' X I µ!. ��•1.',,:,,r1-.11'5,,4^*?<ftIv/1•a�d ,. 0�i typ. @ 16 O.C. 1 _... *MA °4 uc t 111 c� a i. Provide Simpson t16 or 8 {1►0 ,frank 'cabroot 18. Surplus material of every character resulting from the I;Eu.*>ct1 •.-,r 4`'trrrrrltsi'"4 �4Mt,•siss V. ^ . — — "s 1 C, t `' "�/' -c,,,--''*Yr.'E "1?" "= :, ??` ' equal metal straps to 4 1 ' Traditional Building Design work, which may be left over during the work and after the z.” •\--•:4-..4," •; ' -I' `+ t•. I C • r tlAOb M Traditional Drafting Services work is completed, shall be hauled awayand the site left wall studs of both floors trr , >,,y,�.,ra.,.s:,sµ»:..•-is''r"xe•t r,.•1 ' ',^. T � ,,.....y„ ,: i' 631-255-9129 '.'Y 14:.x':-aX.r4,.em,:'4 fx''r64 ;:.a rYK : entirelyclean and unobstructed on a regular basis. to plates band joist typ. �I lllf)0 : ,". �':, - rem. " ' 160.C. re g y -.,'.,°:,°^°'• :••• �` Pon -. @ NO. DATE REVISIONS !�,s�r;�,q,.,, w,¢•;�� a 'a'. %/64'04,44.414.464' At'a';*..334 't ^� .a�a s,1-r•t1!'rrjenacs r,,'',C, ttr"�:.•'•;AX'p,z,>^t%Ps;.t^'+C4h ." " ' .4 . 1 1 ,. • cXr%Y 4.1_2'",'"or,4'"" x'a,^d tom). 1nt�;>-,r°:tar«a 1 t I /' • v 19, Execute the work in a careful and orderly manner with •t`=r..: • (t#.4-5.0e,I re-t:.:t=41,:.:,�tt;'�c _ o \\, Sra,s i?s vzar3't ie. x-",64.X44(»t t*+-„4:*4,41'. klsa¢4 id1l 11 the least possible disturbance to the public. 4w4•'0/2tW4t;,,,4' ,,;4,vt41 16'r...Im tla lt ,' ,�/ Provide Simpson ht or o� ••I C 0 co 4,* '4,;r oet,=r',:;',4,1^¢t'a«cr3 Inv r';cw' ^--:y. I I� x r, equal metal straps to t e wall 1.t I stud to plate band Joist ' . `' �',).. 20. The generalcontractor is solely responsible for :r,XO:0-000.0^,,a,a ;r00w,s ,: =4v,Y ,AAI , , :13• .33*AN,N ae.`Mt*Va.»aseY.. :,IfY 1 „ I',I g►/ typ. @ 16 O.C. construction safety and shall hold the owner, architect, and nm t4 ff ,• 1XkSd = � _avv: , r `tV PI assigns harmless from litigation arising out of the z. — oi r0444V7rnia ;,'e' I► �!� Provide a ro nate metal contractors failure to provide necessary construction ;14 fi i'4"` 1n.i * ' � plate washer, nut t anchor I COMM.NO,: Bill Gorman safety means and methods. — 74.4111 �►.� bolt to tie ill plate ,. DATE: an.28,2014 s ate to cone. r- I�'#; ,t 14 5 A':4, „ 1' .re ,,, r;; ,'.',;.,,; 1C, :,,:., ,:.:£ a 4111W.100. foundation wall - typ. @ G'-0" ;4 SCALE: AS NOTED 2 I Perform the work in accordance with the highest `"' .- ° ', :`" t:9r1 -0 Y`'• DRAWN BY: 9 /e• ' .5 _., 1 9 1 ;, .. w d�d1. ,,:< e 1: O.C. (where I story), 3' O FHS n :;°X J O.C. (where 2 stories) 12'' 9 CHECKED BY: standards and established practices of the trade, and ,:t,x,u<;. 1U 3 ,i, ;, 1•ry 1, es s tLsAV<m 1, a,;,;, ^,,;1 (,,,' 1g 0from corners of building $ .�, SHEET TITLE: conform to all village, state, and federal authorities having4', _;:, :,,:r c:ts S: W 9 ff,, rl`.,' 4:466 t:y, s • st„a,1=.Y�;res IA a a�~i a:, la. ,;. , �1g=~,,�x:-; openings, 12” min. deep r.. jurisdiction over this work. 'r -a *'T ' PERMIT SET: to lot,9,^.3a'• s ) t',., S'., 1=6 Ws t *>,a+e..,:+` g.aX ,y g, >&`, s .•+, K,. r4'..Y "'., Provide Simpson LPT4 or \ ° , , `�,: ,. _, '• ', ., . "'.',' » . , . , .•' v� Sl sew is��.aY,4.�•w', strt, ., :l',..", • role, r,li .5%%. e'sn 5'tn If n E,r 2� F Bldg Dept Info 22. Work specified shall be performed by subconitractors v1, mgt,,,.testet ett4,,rm,,t ,tort,,;„*, equal metal straps to tie g p regularly engaged in the supply and installation of work 'K`"F-'55'"tt $i5;0,t(;dt,rt°..:5- :,•x-:544'4rz ' "a'..•`. . , ,: x;4.:4 ,'. �,. .;; : .. y,': ;. , ^.' .. rim board to sill plate -typ. g 7d'-'''''"m• t,$S`.•`>M..6.6/•,L"4GX",X"'16 trr„:".�a,^.Y^P,*,,s a°#:':•*q 7 5P,.'t:':;„>'bs 3E vJ,44 w'r*r4'{,'.t mo *":r^:;:"s3:T:'3 required by these specifications. a:::: b:�1 ,'>.;,1Ozt.:.x.:.',.,4LW ',,,sA x.:'at 0,:z.a:>.,;: „,:m - M-„ ,,,0.. 4;x.:,, ,,4 n,,,,, '-;t ,,xsss x £!:/4: .'.t trV,,,'e.. '5,55' -ts'trY4',f$,5Mffi49•'&''£•6': NY LIC. I Al. ‘.41 O ly 0 .. 4 o r �- 'N 0/J3) %. 25'-8" / 20'-6" / Cin 6'-3" 8'-3" 8'-6" Emil / / / / 2'-8" / I I 01 rl O - WOutdoor Room - Outdoor Room 4 N N >< L r -� _ p Z O = I 4,4 O � GARAGE o GARAGE Z H N E"'"11 -� - O I I I I N Z DI12645 DI1 7210 ,..--_ }_ ENTRY i / 1 2868 1 : Iim i • I▪ } BATHROOM \ ° .. ,_, BATHROOM -) O ) N i) BEDROOM I /C)) BEDROOM 3 ---) (C)1 I °. \\\i/ A - N ro f`� C ' r`- —1 r 2668 _ 42111 Zoog {1 Ref. ,L_____ Ref. — — i .- r:111) 1- - - —j L. .:=—1 054 Q CL. CL. CL. IN —sr, CL. CL. CL. \ —div— m ! 06� 1 KITCHEN _ o I _ KITCHEN 2668 0 O A - o�f, W N V 71 iQVC PO _ _ _ DEN rig"00 ` _j— w o ,n, BEDROOM 2 1 'z .OP .\o1,21..4 0 : 1 oO U• DEMO WALL z,r m � O m 2x6 RR @ 16" o.c. - _ n _ 2x6 RR @ 16" o.c. - - 1.. F- N_ �� 0 o O \ DEMO WALL - \ ,-, V* Z FI 6? ( 111 ----( 6-) -L Z 11) w 2'-G" I 5' 4' r` / Emiliall N U O N C ir W = L 0 p0 N — O ` � I 4 LIVING ROOM @ DINING ROOM - m LIVING ROOM DINING ROOM in �o x o N l'-' _, 6) ,_d- / f ENTRY DI-12645 € 2868 _____11. 126_D45 DI-126452645 ENTRY DI12645 DI —I 2868 \ , I——I I- I I � � I I I I I �� I� 4'-7" 3'-Qyz" 5'-44,' 5'-42" j, 3'-0/2" I, 4'-7" ' / ,f rank�eabrooTi / / / / MAI iik Traditional Building Design 1,, w Construction Drafting Services 13'-0" 13'-0" Ni 631-255-9129 / / / 26'-O" NO. DATE REVISIONS / / EXISTING F I RST E LO O K PLAN / PROPOSED F I I ST F LO O K PLAN COMM.NO.: Bill Gorman CO 2 DATE: Jan.28,2014 SCALE: AS SCALE: 4" = I I-0" SCALE: 411 = I 1-0" DRAWN BY: FHS NOTED CHECKED BY: SHEET TITLE: PERMIT SET: First Floor g W 0, x g 2. z F g O z A-2 N u . . O V © , NY LIC. JPS\ 60c' k 7S jr i90 2 • , a "r �. 0 ' `' �� ,� \ o 'eS,O3' L Cr) EN-4 11-11 N Ln1-4 [11101 r-1 41/40 0z IA Oma . will ou 1 , 1" f 1" 5'-4" t Z k 0-4H Earl Dh13046 DI-13046 A 0 • I A2020 ;St- C) a . CIo 'r o \ o m 7-2" 0 \ Z a 2668 ir _.__..._...__.....__.._ __.__. __ _ BEDROOM 2 € ____4_____ o I / I2'-0" /./ 6'-2" I- Clit) KNEE WALL 4'-9" 11 ez cz N24 1.1:44 / 266 0114, o ,----- r-9 - O 0 o L CD o — — — — RIDGE 2x6 — - - - o \ CO N / 2668 1 a a W >4�. ` 3 V ,.4 w KNEE WALL 6'-0" H f h� Z PIASTER BEDROOM v (00 't 6 — .N,c____v, .-',./ -,- ----, -,' '7 ''' :r" 6Tim4 Z co 4 6-4 Z cz cz � g / Z Ll) En x NEmilr . 0 0 \ oa \ 0/ O O Dh3046 DI13046 Dh13046 Dh3046 \ \ I \ 1 1 I I 11 I I \ 1 4'-7" 1 3'-0/21' I I0'-9" 1 3'-04 4'-7" Wlitl _'rank aeabrook _ Traditional Building Design (3 � Construction Drafting Services �I 631-255-9129 NO. DATE REVISIONS EXISTING SECOND ELOOK ELAN PROPOSED SECOND FLOOR PLAN CD 2 SCALE: 4 I = I '-0"" } SCALE: �" = I '-0" 4 COMM.NO.: Bill Gorman DATE: Jan.28,2014 SCALE: AS NOTED DRAWN BY: FHS CHECKED BY: SHEET TITLE: PERMIT SET: cn First Floor g W X g 0 W Z H g 0 Z 0 A-3 N x c., .r t 0 V , NY LIC. G.0 4 )4/Qf 40\ 60cs U � 2 s cc Q 1 ,fir o kti d„ will N• < co \ �CS�J. 31:1%. Ci) Elm° illmui N 01 01 e-I W e-1 PIO0 di o . V en Ouen Z040-1 H Ell`i H 0 Top of Ridge @ Upper Roof . Elev. 18'-I Off" -} 17 1 2 2x 10 ridge Top of Ridge A -- _ - - _ __ _ _ _ _ __ __ 4 5 asphalt roof shingles \,, Elev. 18' 104 ± / T __ _ _ = I' - _ _ _ - roof sheathing _. ----- - Top of Plate _- wirdmimmismice 2x8 rafter @ 16" o.c. @ Second Floor _- 1= 1 w/ R30 batt insulation Elev. I 0-7" ± 1. ���- 2 2x plate �� Cin 6topp e _ 44411444461%4444%, � / �� EXTERIOR WALL CONST. (TYP.} �y _ _ � 5/8" drywall board 2x4 wood stud wall @ 16" o.c. 114 RI 5 batt insulation � � cedar siding nior g ad bui lding oo dshheathing 9 pp 0 Finish flooring Top of Plate �� Top of Plate 3/4" plywood subfloor, glued screwed typ. )111124 @ First Floor si- - @ First Floor �`- _ �` -- _ _ 4 __ _ _ r 3 J 11\ 2x6 bottom plate01111614 Elev. 9'-0" ± _ Elev. 9'-0" ± �` < i 2x8 rafter iv (3) 2x I 0 Girder 2x I O foist ill t ' W4 1- K. 2x 10 ledger , 1 v ..,1 W Z < 5" round column ^ Top of Finished floor Top of Finished Floor / h�1 @ First Floor @ First Floor F'M S -- --_ - - - - - - - - _ - - -- o - - Elev. 0'-0" - -- - - r Elev. 0'-0" E-- 6124 Z Z L.r) w Elmo V) L- 0 *WATM`A , •rank Seabrook Traditional Building Design 1 ,'4 Construction Drafting Services lig 631-255-9129 NO. DATE REVISIONS EXISTING SECTIONPROPOSED SECTION COMM.NO.: Bill Gorman I2 DATE: Jan.28,2014 SCALE: AS SCALE: 4" — I '-0" SCALE: 4" = I '-0" DRAWN BY: FHS NOTED CHECKED BY: SHEET TITLE: PERMIT SET: 6 Section g W a x g 0 W. Z F g O Z I A-4 NY LIC. CIN )Off �` '' \`•OOH 0N rt 01 p li- Q `l O Q CO ��S/n )4 Elm° FmeN1 ' N Ln ch e-i W e—i PO , E- / _.,,.__..._,....._.__«_..„-,„_,,,,,,,,,,,,,,„,,..,,,__ !• 3 E�„il,�i�.k ' i� `' '€ 3 '��� b.LEi, € € , ) II, ...1 1.4,1,1,1J.,„iiif i ".,j„I ILL I i , ', ,11 Ei,.a� [ 3i3i ii 9 i,E.,. €,,,...b 4 I,„ _ ft i i,. _ ( ( 4 i£ l• i' ,. E €,,,--i. € i ?.. ! I„ -„,'w 3 , E! 3t 1 ` € 1 .z i i 3 �/ i ! i ,i� 0 W i ! 1 zl� •L. i� r 1 1 ;li I�I_ E 4.14,:i € Ien 44 Mf €! I ! 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