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Home My WebLink About43012-Z Q��SUfFO(,�C Town of Southold 1/10/2019 y P.O.Box 1179 v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40161 Date: 1/10/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 65 Corey Creek Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.4-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/21/2018 pursuant to which Building Permit No. 43012 dated 9/6/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SUNROOM AND DECK ADDITION TO AN EXSITING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Morrissey,Brian&Tatum.Leslie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43012 01-04-2019 PLUMBERS CERTIFICATION DATED A o ' e Signature `QgIIFFGL1r TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43012 Date: 9/6/2018 Permission is hereby granted to: Morrissey, Brian 500 E 77th St Apt 201 New York, NY 10162 To: Construct additions and alterations (screenroom) to an existing single family dwelling as applied for. Replaces BP#41719 At premises located at: 65 Corey Creek Ln., Southold SCTM #473889 Sec/Block/Lot# 78.-4-30 Pursuant to application dated 8/21/2018 and approved by the Building Inspector. To expire on 3/7/2020. Fees: Total: $0.00 u ing I ector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41719 Date: 6/7/2017 Permission is hereby granted to: Morrissey, Brian 500 E 77th St Apt 201 New York, NY 10162 To: construct additions and alterations (screenroom) to an existing single family dwelling as applied for. At premises located at: 65 Corey Creek Ln, Southold SCTM #473889 Sec/Block/Lot# 78.-4-30 Pursuant to application dated 6/1/2017 and approved by the Building Inspector. - To expire on 12/7/2018. Fees: SINGLE FAMILY DWELLING -AD ON TERATION $296.00 -ADDITION TO WELLING $50.00 Total: $346.00 Buildi 9 nspector OF SOUTH®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ,c® ® a® ro ger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Brian Morrissey Address: 65 Corey Creek Ln City: Southold St: New York Zip: 11971 Building Permit#. 43012 Section. 78 Block. 4 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bright Side Electrical License No: 3681-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment. "SUN ROOM" 1-paddle fan Notes: Inspector Signature: Date: January 4 2019 81-Cert Electrical Compliance Form As g sotil, # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION � [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]_FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: wl DATE INSPECTOR 30 �o�apF SOUIyO� l * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION " [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] I SULATION [' FRAMING /STRAPPING [ FINAL SWYro 'YI [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � Evrcgook�a- - �%,I, i's ig" ev/ ovi 5e7�,6, CA-;) -sltDo-, :may lc/ [M5 kD iv�c�d v- I DATE ! - e INSPECTOR I Of SOblyo * TOWN OF SOUTHOLD BUILDING DEPT. �Iy�OUNiV,� 765-1602 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] 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: V-1 �l DATE V INSPECTOR OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycourm,��' 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. 2a�� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING f STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [A] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �" INSPECTOR ��:�i t� 'Y' : o r �•�.• � � � any • _ o IP -11.sul.'a. i r .� � ..� ►� �.� row POTM-71—Noll-wial fJp �� J1" i 'rXI WA1 I • ;iii _ ��h'QJ''Y,�'IIZ� �J • .. • 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. Check Septic Form 30 /� N.Y.S.D.E.C. v Trustees C.O.Application Flood Permit Examined 20 Single-&Separate j b Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved,a/c _ Rcp� Phone: Expiration 20 1 -Buil 'ng I spector JUN - 1 2017APPLICATION FOR LDING RMIT BUUILLDING DEPT. Da �� ( , 20 TOWN OF SOUTHOLD 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 applicationmay 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. - ' ) ' - I ' 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. (Signature of applicant or name,if,a corporation) (Mailing address of applicant) + State whetherlicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Fn C- Y��L Q-z iv riAAcT � Name of owner of premises I%C,>�y (As on the tax roll or latest deed) If applicant-is a corporation, signature of duly authorized officer , (Name and title of corporate officer) Builders License No. Zfkl- Plumbers License No. 0/A- t Electricians License No. ' n 2-1 - /✓)F Other Trade's-License No. 1. Location of land on which proposed work will be dp ne: _- GAS C�c�� - cn��1< L�� V��®L _ � � ��? , - • . . House Number Street Hamlet rl CRI County Tax Map No.•1000 Section ''��Block� Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy'of premises and intended use and occupancy of proposed c nstruction: a. Existing use and occupancy ':z� t n1 ' L,eA y+ ) i' 0�' b. Intended use and occupancyS w LEFAA,L., 5 V i'Art 06 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Wor �^ (Description) J 4. Estimated Cos I , 0 Q�o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 3 Number of dwelling units on each floor If garage, number of cars <2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IV I I 7. Dimensions of existing structures, if any: Front S ( , 4 1 Rear S �o' '� D pth Height 2� Number of Stories 2 Dimensions of same structure with alter tions or additions: Front • r � ,� •; xE�ear` ` Depth 3 g Height IS' Number bfSfories `! i . , 10 8. Dimensions of entire new construction: Front 2®/ Rear t'itZs' Dep h ' Height 12 `� b Number of Stories by Depth2�3 ``:3:® 9. Size of lot: Front �� Rear 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 `' aaJAN r`Y1�R(ZISs GS cCOCXLY GAEEK LAd�G S®ts;)JaLj0 fuy 14.Names of Owner of premises Address 6>A I,�L J p Phone No Name of Architect �S DiA �ATZ� Address 111, AIV,— 'Ag Phone No 6 3 " I 2 Name of Contractor MO U<U e k.2®N L AILS Address 24S LT. IS 4 Phone No. a( RASC, SO�� s017"53- 3 �E . S F-rA"< �� ! 733 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 on property is at 10 feet or below, must provide topographical data survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF &� -?— �, C- � (� being duly sworn, deposes and says that(s)he is he applicant (Name of individual signing contract) above named, (S)He is the JN N L W S'le- —Lc.. Contracto Agent Corporate fic r etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make ind file this application; that all statements contained in this application are true to the best of his knowledge-and belief-, and that tl te work will be performed in the manner set forth in the application filed therewith. Sworn q before me this 4 i day of lftL 2011—' Notar RlrwAob P EBIA Signature of Applicant Notary Public y Public, State of New York Registration#01 PA6341661 Qualified In Suffolk County Commission Expires May 9, 2020 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 l (�� 4 sets of Building Plans TEL: (631 j 765-1802 Planning Board approval FAX: 631 765-9502 p \ Survey Southoldtownny.gov PERMIT NO. Check y,��, Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 320 D J D Single&Separate b Truss Identification Form OCT 1 9 2017 Storm-Water Assessment Form C ntact: Approved 42f 1 BUILDING ODE,PTT Mail to:��'� L'"0 W LA kS Disapproved,a/c T Phone: Expiration ,20 1 Buil ng spector° 15APPROVAL f JUN 1 2017APPLICATION FOR DING RMIT BUILDING D Da _, 20 TOWN OF SOHO 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 of 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 premise and in building for necessary inspections. (Signature of applicant or name,if,a corporation) X Val (Mailing address of applicant) u� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder CoE Y,&L)D�L Qz., AAGTof�, Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. - 4 Plumbers License No. /�- Electricians License No. G ? - /✓� Other Trade's License No. 1. Location of land on which proposed work will be d ne: GOOF. 'C. E 0< House Number Street Hamlet Lot County Tax Map No. 1000 Section 'B1Q t r , f Filed Ma No. Lot Subdivision ; p 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use,and,occupancy 'z� t rq!!i Ue Sl oa-Lz 14 51E ` b. Intended use and occupancfAMIL.4 • 3. Nature of work(check which applicable):New Building_ _ Addition Alteration Repair Removal= Demolition Other War (Description) 4. Estimated Col S£' �.� �' �� 1 ;; ,;Fee � e paid on filing this, application) 5. If dwelling, number of dwelling units Number of dwelling n}ts on each floor If garage, number of.c6rs ` 6. If business, commercial or mixed occupancy, specify,nature.and�exteint of each type of use. /A 7. Dimensions of existing structures, if any: Front gear Depth E Height 2V Numberbf Stories Dimensions of same structure with alter tions or additions: Front £�, 7� I Rea Depth A HeightNum Ger f°Sfo 'e91 8. Dimen�'i�on��pj,o f ent r `�nstruetion:;Front .Z®' Rear, . ..Q : i-i a Depth 1,1/1" I � Heigh` '" Number of Stones 1 9. Size of lot: FrontRear I I b ll 'y ^`':ti :.M Li:ad1 rt.`4/E 31 ,i„f 10.bate 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 t%_ 13. Will lot be re-graded?YES T40 Will exces's fill be-removed from premises?YES- :NO ,S�,��` ©�i,C�I Ss j, 6''r C0c��i CAG 0k Lpsv� Nato lv y 14.Names of Owner of premises Address G,q17 is�,n Phone No. Name of Architect J 0S&Qu i.2- ' Address 95' L,�AJW".4W Phone'N6 6,' 3 1 Name of Contractor M kkxJc •o q c,A L AILS Address -2It 14,;Phone No:��►f � '��,� 1"733 733 15 a. Is this property within 100 feet of a tidal wetland,or•a freshwater wetland? *YES NO t. * IF YES,'SOUTHOLD TOWN TRUSTEES &D.E.Q. PERMITS MAYBE REQUIRED. b. Is this property within 300,feet of a tidal wetland?;* YES.. NO * IF YES, D.E.C. PERMITS MAYBE-.REQUIRED. ; - a 16. Provide survey,to scale;with accurate foundation plan and distances to property lines. 17. If elevation at any point on property�is•at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants-and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE,OF NEWIYORK) SS: -COUNTY OF I uc� ��, Iq �' being duly sworn, deposes andjsays that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theV t ►.� Contracto Agent Corporate OTKcR 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-`Q,belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t9 before me thidaylof s S' Nota b P EB,A F °Signature ofApplicant Notary Public y Public, state of New York Registration#o1PA6341661 Ct mmission Expires Ma County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 14,2017 TO: Bruce Wohlars (Morrissey) 248 Route 25A, Suite 3 East Setauket,NY 11733 Please take notice that your application dated October 19,2017: For permit to construct addition and alterations to an existing single-family dwelling and for an existingI_00 sq. ft. accessory shed at: Location of property: 65 Corey Creek Lane, Southold,NY County Tax Map No. 1000—Section 78 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed addition to this existing single-family dwelling, on a non-conforming 21,293 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280- 124 non-conforming lots which states lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of f7 feet. In addition the existing 100 sq.ft. shed is not permitted pursuant to Article 111, Section 280-15, which states accessory buildings and structures on lots measuring 20,000-39,999 sq. ft. in total size require a minimum setback of 10 feet from side and rear yard lot lines. The survey shows the shed with a minimum setback of 1.4 feet. Authorized Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 14, 2017 RENEWED: January 26, 2018 TO: Bruce Wohlars(Morrissey) 248 Route 25A, Suite 3 East Setauket,NY 11733 Please take notice that your application dated October 19,2017: For permit to construct addition and alterations to an existing single-family dwelling and for an existing 100 sq. ft. accessory shed at: Location of property: 65 Corey Creek Lane, Southold,NY County Tax Map No. 1000—Section 78 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed addition to this existing single-family dwelling, on a non-conforming 21,293 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280- 124,non-conforming lots,which states lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of:L7 feet. In addition,the existinglq. ft. shed is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots measuring 20,000-39,999 sq. ft. in total size require a minimum setback of 10 feet from side and rear yard lot lines. The survev shows the shed with a minimum setback of 1.4 feet. Authorized Si atu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 14,2017 RENEWED: January 26, 2018 AMENDED: March 28,2018 TO: Bruce Wohlars(Morrissey) 248 Route 25A, Suite 3 East Setauket,NY 11733 Please take notice that your application dated October 19, 2017: For permit to construct addition and alterations to an existing single-family dwelling and for an existingl00 sq. ft. accessory shed at: Location of property: 65 Corey Creek Lane, Southold,NY County Tax Map No. 1000—Section 78 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed addition to this existing single-family dwelling, on a non-conforming 21,293 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280- 124,non-conforming lots,which states lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 5.4 feet. In addition,the existing 100 sq. ft. shed is not permitted pursuant to Article I11, Section 280-15, which states accessory buildings and structures on lots measuring 20,000-39,999 sq. ft. in total size require a minimum setback of 10 feet from side and rear yard lot lines. The survey shows the shed with a minimum setback of 1.4 feet. Authorize Sat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. � BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson \OF s0(/j53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento tel, rou � Southold,NY 11971 http://southoldtowmy.gov ONING BOARD OF APPEALS AUG 2 1 2018 TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809•Fax(631)765-9064 V13 �rn� BUfMI G DEMDINGS,DELIBERATIONS AND DETERMINATIO G 2 0301$, T0N''7,NV 07, S,0-M HOLD MEETING OF AUGUST 16,2018 ZBA FILE#7177 5 thold Town Clerk NAME OF APPLICANT: Brian Morrissey PROPERTY LOCATION: 65 Corey Creek Lane Road, Southold,NY SCTM# 1000-78-4-30 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 not required to be referred to the Suffolk County Department of Planning under Suffolk County Administrative Code Sections A 14-14 to 23. 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: The property is a non-conforming .49 acre(21,293 sq.ft.)parcel located in an R-40 Zoning District. The parcel measures 110.00 feet fronting Corey Creek Lane along the westerly property line, curves 39.27 feet to meet Main Bayview Road, measures 127.50 feet fronting Main Bayview Road along the northerly property line, measures 110.00 feet along the easterly property line, and measures 233.31 feet along the southerly property line. The parcel is improved with a two story frame house, a swimming pool, a two story frame garage, a frame shed, and a brick patio. All is shown on a survey prepared by John T. Metzger, LLS, last revised July 19, 2018. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the Building Inspector's January 26, 2018, Amended March 28, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling and to legalize and existing 100 square foot accessory shed; at; 1) accessory shed located land the code required minimum rear yard setback of 10 feet; 2) additions to the single family dwelling less than the code required minimum side yard setback of 15 feet; at 65 Corey Creek Lane Road, Southold,NY. RELIEF REQUESTED: The applicant requests variances to legalize an `as built' shed located 1.4 feet from the property line where code requires a minimum of 10 feet and to construct a sunroom attached to the two story dwelling with a setback of 5.4 feet from the property line where code requires a minimum of 15 feet. AMENDED APPLICATION: During the public hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on August 2, 2018 submitted a revised survey dated July 19, 2018 which depicts an increase in the side yard setback for the proposed sunroom to 9.7 feet, bringing the plan into more conformity with the Town Code. Page 2, August 16, 2018 #7177, Morrissey SCTM No. 1000-78-4-30 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5th and August 2,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(30)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The property is burdened by having two front yards and the applicant has kept both front yard setbacks conforming. The proposed covered porch is proposed to be 9.7 feet from the property line which is the same as the existing deck which is to be removed. The as built shed is located behind a frame garage and will not be visible from the street or from the neighbors. 2. Town Law 4267-b(3)Lb)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build the covered porch at a code conforming side yard setback. However, if the applicant moved the covered porch over he would have to change the layout of the house and the existing deck has a non-conforming side yard setback. The existing shed could be moved;however,the house has two front yards and does not have a large rear yard area. Many potential places for the applicant to move the shed will require the benefit of an area variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein is mathematically substantial, representing 35% relief from the code for the side yard setback for the covered porch and 86% relief from the code for the shed's setback. However, the property has two front yards and the property's existing side yard setback is non- conforming. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch and shed 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 Dantes, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by John T. Metzger, LLS, last revised July 19, 2018, and the architectural plans prepared by Justin Michael Gratzer, undated and stamped received on April 4, 2018.. 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. Page 2, August 16, 2018 #7177, Morrissey SCTM No. 1000-78-4-30 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing //(� /2018 g11fFOl BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD {� z. Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerrichertCa)townaouthold:hV u6 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: SG\leq,,0 Gc4etC�uIe— Date:` 121 (o `1 b Company Name: �6r\ Side- E\e-6-6c a Name: - License No.: _ (g(31_� email: sidc��\ecAreckr1-c-urn - ----_ - Address: �� \ s' '�fe- - Po��-.fie<so�•. `1��I =- - - ~^ ---i Phone No.-,- JOB o:JOB SITE INFORMATION: (All Information Required) ,x _ Name: t;o�r> Address: Cv - Cross Street: Phone No.: H-;��)0 Bldg.Permit#: L Z - --- — email: - -- - - Tax Map District: 1000 Section: -7b- Block:__ _ 4_ - Lot:_ 30 BRIEF DESCRIPTION OF WORK(Please Print Clearly) w',r� c,l;� gumQoi� �31o�1 I )J ccc,&-\-10y ( k-) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Fina - Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Servide-'Size 1 Ph 3 Ph Size: _ A #Meters__ Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #rUndergraund Laterals 1 2 H Frame Pole Work done-on Service? ., Y N_._ _ Additional Information: -- - U--V L= 1 - - - PAYMENT-'DUE WITH APPLICATION ` - - DEC 192018 g(� UT-M- IDT INC,P,71 T. ,p?- quest#op Ian ear Q ,V.xls �t� 1 1 SURVEY OF PROPERTY AT BA YVIEW TO-WN OF SOUTHOLD SUFOLK COUNTY, N.Y. 1000-78-04-30 SCALE.- 1'= 30' SEPTEMBER. 6, 2010 AUGUST 21,- 2017 MARCH ULY,19,02018 (REV AODI7TOPOS ON)PR ED ON} ^h LOT o NP 61 i K� Ldp l � � b orn OT � v, 2o2 p Perron t c s "L� • = REDAR o • = MONUMr�r GEKTIF IED TO: LESLIE TATUM PSK I AN MOKK I55EY LOT NUMDER5 REFER TO "MAP OF COREY GREEK E5TATE5" KEL5 5ETTLEMENT 5EKVIGE5 FILED IN THE 5UFFOLK COUNTY GLEKK'5 OFFICE ON AU6U5T 15, 1967 A5 MAP NO. 4923 N.YS. LIC. N0. 49618 ANY ALTERATION OR ADDITION TO TH15 5URVEY 15 A VIOLATION PECONIC SURVEYORS, P.C. OF 5EGTION 7209OF THE NEW YORK 5TATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT A5 PER 5F-(,TION 7209-5LWIVI5ION 2 ALL GERTIFIGATIONS HEREON ARE VALID FOR THI5 MAP AND GOPIE5 THEREOF ONLY IF P.O. BOX 909 SAID MAP-OR GOPIE5 DEAR THE IM F-55ED 5EAL OF THE 5UKVEYOR AREA=22,293 Sq.ft. 1230 TRAVELER STREET 0-2�2 SOUTHOLD N.Y 11971 f SURVEY OF PROPERTY AT BA YVIEW TOWN OF SOUTHOLD CURB.._ SUFFOLK COUNTY, N. Y. 1000-78-04-30 SCALE: 1'= 30' ;lv � cNr ,� SSS. SEPTEMBER. 6, 2010 '�r r AUGUST 21, 2017 MARCH 6, 2018 (PROPOSED ADD/770N) JULY 19, 2018 (REV ADD/770N) AUGUST 1, 2018 (REV ADD1770N) vr o,� j aq�T �0 Ak 70 X, v� � P1.PNi�GK O_ dill I 3. PROPOSED 20' X17 ADDITION W/5TEP5 \ 4P/x '�, f 1 IND PArlO G / z \ � �1` 9 c �� L O Bldg Dept copy from ZBA Final reviewed documents ZBA Fi # -7)7 Date: \ P �E�GK z z s 66 x® ■ = MONUMNET CERTIFIED T01I METZ LE5L I E TATUM 15P\IAN M(-)RR155EY -0, � LOT NUMDEK5 REFER TO "MAP OF COREY GREEK ESTATES" z a � BELS SETTLEMENT SERVICES k ; F I LES IN THE SUFFOLK COUNTY CLEKK'5 OFFICE ON AU&U5T 15, 1967 A5 MAP NO. 4923 . Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION I RS, P.C. OF 5ECTION 72090F THE NEW YORK STATE EDUCATION LAW. (63 -.5I 0 FAX (631) 765-1797 EXCEPT A5 PER 5EGTION 7209-5UDDIV1510N 2. ALL CEKTIFIGATION5 P.O. BOX 909 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF 5AID MAP OR GOPIE5 DEAR THE IMPKE55ED SEAL OF THE SURVEYOR AREA=21,21'3 sq.ft. 1230 7RAVELER S7REET 10_02 SOUTHOLD, N.Y. 11971 7 1 ® DATE Y)`ACERTIFICATE OF LIABILITY INSURANCE 04/13/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER CONTACT AME: Timothy S Purdy PHONEmIs (631)821-2200 ac Not:(631)821-2296 45 Route 25A suite D2 A D ESS* laslie.webber@farm-family.com Shoreham, NY 11786 INSUR 5 AFFORDING COVERAGE "Co INSURER A.Farm-Family Casualty Ins.Co. INSURED INSURFR B: SunView Enterprise Inc. INSURERC: ! 248 Route 25A,Suite#3 INSURER D: INSURER E E.Satauket NY 11733 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE POLICY NUMBER MPMIDDY EFF M%D P LIMITS A X COMMERCIAL GENERAL LIABILITY 31521-9412 09/25/16 09/25/17 EACH OCCURRENCE S 1,000,000 DAMAG-CLAIMS-MADE 1-X—]OCCUR R 1 S Ea eoe rrence S 100,000 X Contractual Liability MED EXP(Any onePerson) $ 5,000 PERSONAL 6 ADV INJURY $ 1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 X POLICY El JE F LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: i A AUTOMOBILE LIABILITY 3152C6729OMBINtlED SINGLELIMIT $ 1,000,000 ANY AUTO 11/25/16 11/25/17 BODILY INJURY(Per person) S ALLOWNEDSCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) S Ix HIREDAUTOS X NON-OWNED PROP RTYDAMAGE S AUTOS (Per dent S UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE S DED RETENTION S $ WORKERS COMPENSATION ST TU ETM• AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNEWEXECUTIVE ❑NIA E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-FA EMPLOYEE S MS describe undar RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addtlional Remarks Schedule,may be attached H more space Is required) Sunroom, Replacement Window Installation, Carpentry- NOC CERTIFICATE HOLDER CANCELLATION 'down of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Box 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2013 ACORD CORPORATION. All rights reserved. 11 ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD ,, r= - s i Workers' CERTIFICATE OF INSURANCE COVERAGE Comastpensation UNDER THE NYS DISABILITY BENEFITS LAW Bo ii PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured SUNVIEW ENTERPRISES CORP � 631-872-3381 It.NYS Unemployment Insurance Employer Registration Number of Insured 248 ROUTE 25A, SUITE #3 EAST SETAUKET, NY 11733 1d.Federal Employer Identification Number of Insured or Social Security Number u 263406662 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) SholterPolnt Life Insurance Company Town of Southold 3b.Policy Number of Entity listed in box"1a": PO Box 1179 DBL322521 Southold, New York 11971 3c.Policy effective period: 07/13/2016 to 07/12/2018 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b.E] Only the following class or classes of the employer's employees: I Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced I, above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 4/13/2017 By � (Signaturo of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box 14a'Is chaekod,and this form is signed by the insurance canlor's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate Is COMPLETE.Mail it directly to the certificate holder. If box Nb"Is checked,this certificate Is NOT COMPLETE for the purposes of Section 220,Subd.a of the Disability Benefits Law. It must be mailed for completion to the Workoes Compensation Bard,DS Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the abov"amed employer has complied with the NYS Disability Benefits Law with respect to all of hislher employees. Date Signed By i (Signature of NYS Workoes Compensation Board Employee) Telephone Number Title I - i Please Note:Only Insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. i DB-120.1 (9-15) .r YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SUNVIEW ENTERPRISE INC 516-695-2405 248 Rt 25A Suite 3 1c.NYS Unemployment Insurance Employer Registration Number of Setauket, NY 11733 Insured N/A Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-3406662 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town Of Southhold NorGUARD Insurance Company P.O. Box 1179 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971 SUWC839088 3c.Policy effective period 04/01/2017 to 04/01/2018 3d.The Proprietor,Partners or Executive Officers are included.(Only check box If all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item-3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? []YES ONO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy Indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,l certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Dave Simmons (Print name of authorized representative or licensed agent of insurance carrier) Approved by: / y 06/01/2017 (Signature) (Date) Title: Vice President of Sales Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcb.ny.gov J SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS { t• a; ; HOME IMPROVEMENT CONTRACTOR 1Cs,},ice �.•;'yj� �;i NAME BRUCE E WOHLARS Bu3NES3 Nrl.+E This certifies that the SUNVIEW ENTERPRISE CORP bearer is duly licensed by the L,c,ns#N-mb, pate,,,.,, County of Suffolk 45343-H 09/2912008 �s�.F%fat�!!r• EXPRtrw;r+aa�E r 1p Co•'m aapner 09101 120 1 8 i D D 2X10 LEDGER FASTENED TO HOUSE W/ DEC 1 4 2018 1/2' X 4' LAGS 2 16. O.0 z TowNaPPICUTIHMEDLLi '-4 '-4 '-4 >- ,JOIST HANGER USE TO (� Z 1 ATTACHED TO LEDGER SIMPS13N POSTOD BRACTO GIRDER W CV Lij Y N 04 ACO V-01 NOTCHED FORTBEAM W O DOUBLE 2X10 GIRDER > N ti H N SIMPSON ABA66 POST * ¢N¢ -r- STEPS STEPS SHOE OR EQUAL ATTACHED (fj C-4Ltl u SEE STEP DETAILS PER MANUFACTURER SPECS FASTENED WITH REDHEAD s 1/2' X 3 3/4 WEDGE ANCHOR d 0! GRADE tA 0 GRADE 36' t 10'-01 N ... . (U I 0 d' I M ko NOTES ACQ PRESSURE TREATED LUMBER TRIPLE DIPPED w GALVANIZED FASTERERS INT❑ ACQ LUMBER �� R qR Yod ,I � 0, Z W c U ~ V gip = az N � 0 � xa 1— -J 024831 ¢� co (n W Z NEN�C =3I- U 0 moll¢ amw 1 J DETAILS U Z W/--CA M r 3' P LiAI. V) w `— H x 1 TYP. 1 1/2 (ABOVE)L A GUAFIDPAIL HANDRAIL v) B 4.ON CENTER EDGES UJ < (TYP) x 4 SHDOTM AS SHOW Ln i �--f�- -•C2^1� ' 6i—Or w N Y N RDRAD- IxI w D +' 'HIN CAP RAIL 3. 5 6- DETAIL w0 cn 4, O'ROM SEG A-A) Z d N :ti• :Dd' Q U ZD cn N 4uJJ g 2-Y4' GRASPABLEs HAND RAIL oa, tn GJ 1 x 1 P.T. GUARDRAIL NBALLUSTERS 10, 34' (MIN) MAX. SEPARATION 4' 38' (MAX) zo Z BLG Q FRAMING ()'MAX CTYP) 4 x 4 BALLUSTER SECLRE D W 3/ et THRU LAG BELTS (U 5/4'x 6'TR TBBNAL 5/41 x 61 RI O P OONQiLTE 3'-B•x 3-0• CD 2•x 12'STRIi FINIS14ED PAD uNm CONCRETE PAD e P-x DN CENTER o emnN�JN FEET TREAB NOSING _ I _ I_ I • :4 ' *= co 4 x 4 POST—/ "'" _ _ . .: ;••. 12'x 3B'CONCRETE—/'..., PIER FOOTING S ]71 a STAIR DETAIL Ed NOTE, z ALL LUMBER SHALL BE �� R 'q� g rn TREADED W❑❑D. HANDRAIL c Y DETAIL �n } }� Z �M w a In � O > (P �,' �� z ¢ .� R o z 024 83 �� coS (nU I¢—J O�IVE�rJ�C M a T 3 F- U 0 mONQ 4 lT W i L 3 5 CAP RAIL 3-1/2" MAX. I AT FIRST INTERIOR BAY, PROVIDE " (ABOVE) = TOE NAIL BLOCKING WITH 1 dUNAIILS ARD POSTS; 1-1/2" MIN. CENTERLINE OF GUARD POST AND BOTTOM, EACH SIDE 1-1 2" / HANDRAIL GUARD POST 2_1/2" CHAMPER TOP HANDRAIL EDGES SMOOTH OUTSIDE JOIST HANDRAIL SHALL I 2x4 GUARDRAIL CORROSION-RESISTANT RETURN AT EACH (2) 1/2"0 THROUGH- 2 x 2 HANDRAIL HARDWARE END BOLTS AND WASHERS GUARD POST U Z CAP RAIL HANDRAIL GUARD POST Lu M 1-1/2" �_ w DETAIL DETAIL SECTION PLAN VIEW F= OUTSIDE JOIST OUTSIDE JOIST wU) Z OR RIM JOIST LLI Q 4x4 GUAR*(2) RIM JOIST OR GUARD POST ATTACHMENT GUARD POST TO OUTSIDE JOIST DETAIL z N Y 0 THROUGH OUTSIDE JOIST DETAILLd N TH WASHERS W_ O t7JRAIL CAP: 2x6, 5/4 BOARD OR Z a0 ~foRIM J4x4 POST (TYP.) APPROVED MANUFACTURED MATERIAL (n N u OUTSIDE JOIST SLOPED JOIST DO NOT NOTCH �6' MAX. 2x2 PICKETS; MAY BE PLACED - ON EITHER SIDE OF GUARD HANGER •36" MAXIMUM SPACING BETWEEN STRINGERS saLq d oj STAIR STRINGER ATTACHMENT >2x4 TOP AND EITHER SID 0 BE PLACED ON OTHER SIDE O DETAIL 5F I "MIN OF GUARD POST; ATTACH TO 3' MIN. POST WITH (2) 8d RING-SHANK NAILS OR (2) #8 WOOD SCREWS RISER MAY BE OPEN. BUT SHALL NOT ALLOW THE ATTACH PICKETS AT TOP AND PASSAGE OF A 4"0 SPHERE : BOTTOM WITH (1)#8 WOOD SCREW �{9"MIN 16'-6" MAX. SPAN-] OR (2)8d RING-SHANK NAILS WITH I MAXIMUM SPAN: A 0.135" NOMINAL DIAMETER 8 1/4" MAXIMUM 8'-0" WITH 2 STRINGERS RISER; HEIGHT SHALL 11'-3" WITH 3 STRINGERS OPENINGS SHALL NOT ALLOW THE PASSAGE OF A NOT DEVIATE FROM (2) 1/2"0 THROUGH-BOLTS 4"0 SPHERE; NET LUMBER MUST BE SPACED SUCH RISERS:1x MATERIAL MIN. CUT STRINGER SOLID STRINGER AND WASHERS ONE ANOTHER BY THAT WHEN SHRINKAGE OCCURS, THE MAXIMUM cu TREADS:2x MATERIAL MORE THAN 3/8" OPENING IS MAINTAINED c / / " _�I-L STAIR STRINGER REQUIREMENTS TYPICAL GUARD 3/4" - 1-1/4" NOSING; NOSING S HALL NOT DEVIATE FROM ONE ANOTHER BY MORE THAN 3/8" DETAIL TREAD AND RISER *ATTACH 2x TREAD MATERIAL WITH (2)#8 SCREWS OF (2)8d NAILS PER BOARD AT EACH STRINGER OR LEDGER DETAIL STRINGER STAFORR GUARD IS STAIRS WITHRATOTQEADL -c TREAD MATERIAL:2x OR 5/4 BOARD 1+--6' MAX ISE MORE THAN 30" OR cl- MORE;SEE GUARD REQUIREMENTS STAIR STRINGERS SHALL GUARD POST----. FOR MORE INFORMATION w BEAR ON CONCRETE PAD Z AND NOT COME IN CONTACT g WITH THE GROUND STRINGER -O�'7�., 7L� 2x4 LEDGER, EACH SIDE, FULL Lu '- w DEPTH OF STRINGER (4)10d NAILSRTREAD; ATTACH #8 WOOD SC SCREWS WITH itSTAIR GUARD HEIGHT z �- W c 34" MEASURE U M PAD MINIMUM CUT STRINGER SOLID STRINGER PROVIDE BLOCK4" CONCRETE ING BETWEEN STAIR m NOSING OF �P�ERE ,� o w� STRINGERS AT GUARD POST �� N Mi HAILSq C� � � U J > STAIR STRINGER BEARING AT GRADE LOCATIONS; nNo eorroM EACHNSIDE hEP y `" =: Of DETAIL TREAD CONNECTION REQUIREMENTS �� I&I `�T�, �� O_ =Z TRIANGULAR OPENING SHALL " "' rn g (D U v J NOT PERMIT THE PASSAGE OF LW.,Z 0 *ALL STAIRS AND LANDINGS STAIR DETAIL A 6" DIAMETER SPHERE N - r i W T 3 f- MUST BE ILLUMINATED NOT TO SCALE STAIR GUARD REQUIREMENTS 9j�'�'o 024831 �,� - a0F'W 0 0`� • 20 L_ APPROVED AS NOTED SUNVIEW ' ENTERPRISE LLC. DATE: � I I� B 'D PQ- 248 Q— FEE: BY.Y: 2 4 8 ROUTE 2 5 A SUITE 3 NOTIFY BUILDING DEPARTMENT AT 765-1802 8 4 PM: EAST S E TA U K E T NY 11733 FOLLOWINGAINSPEOCTIONS.FOR THE 1. FOUNDATION - TWO REQUIRED z r� U) w to 631 - 872- 3381 FOR POURED CONCRETE FAX 631 - 676 - 1825 2. ROUGH - FRAMING'& PLUMBING E � .- 3. INSULATION af v=i z 4. FINAL - CONSTRUCTION MUST w Q BE COMPLETE FOR C.O. z U-) w ALL CONSTRUCTION SHALL MEET THE w w REQUIREMENTS OF THE CODES OF NEW w off' L YORK STATE. NOT RESPONSIBLE FOR > a: M O R R i S S E Y DESIGN OR CONSTRUCTION ERRORS. j N N W L s (n U 65 COREY CREEK LANE °' LY WITH ALL CODES OF NEW YORK STATE & TOWN CODES in S O U TH O L D , NY 11971 AS REQUIRED AN F SCREENROOMSeffVMTM7N7= ) Ol- ES SPECIFICATIONS S.©EC MINIMUM N DESIGN LOADS: �` v DEAD LOADS: ROOM STYLE: STUDIO N ROOM DIMENSIONS: 20'-0' x 12'-0' OCCUPANCY Oc I. ROOF: 2 PSF 2, WALLS: 5 PSF USE IS UNLAWFUL co3. FLOOR: 5 PSF IT ® T CERTIFICATE %o LIVE L❑ADS: OF CPACY o S 1. ROOF: 30 PSF °- 2. WALLS= 140 MPH - 3 SEC, WIND GUST 3. FLOOR: 40 PSF Design compliance to residential Code of U-1 _ New York State with the design criteria's S�E D q g n DEFLECTION LIMITS: 1. 140 mph WIND SPEEDC�� p M Cy �C' w w w 2. ROOF PANELS: 4j' y w r N 1. ROOF: L/180 3. .0032, #2, R❑❑F LOAD �° �� ;11 U zQ w Cl 2, WALLS: L/175 4. 55 p.s.f. 9m no L3 zNM, 3. FLOOR: L/240 Reference standard ASCE7-10 complianceOn 0 3: ¢z Meets 2015-Building Code NYS r * of U < _ LO a_ 02483 (oo (n = W~H N ��•f- Z W a3� 0 U N O3 Q(is W U t /� o � S �-cls a t INSTAL_ L_ ER ' S LAYOUT 1 LILJ PARTS LEGEND O.ria.r.a z 3 L.. ..� MALE a a } • VM z L �, 1 3 a 3 FEMALE W N Y ri CUSTOMER: SUNVIEW ENTERPRISE INC aj �— Q 6 w off' VERTICAL CHANNEL JOB NAME: MORRISSEY Z 00 d CORNER ROOM TYPE: 4" SINGLE PANE NON THERMALLY BROKEN N N f 0 3" STUDIO ROOF — WHITE WALLS Lo a tLA A Z� Ln c4_ • p T WITH ROLL—UP SCREENS 3 a�' H-CHANNEL ti o 0 z • A 3 _ co O N N v —8' TO 10' WALLS N 3 —S❑LID BOTTOM FILL 3 cu P —10" GLASS TRANSOMS N A `v3 —CUSTOM GLASS SIDE 3 co —❑N PROPOSED 6" SIPS DECK —3" INSULATED ROOF 0 s 0_ MILL3 WINDOW WINDOW WIND❑W WINDOW EFL g �_ _-:I Lu r" uj W N U Z ~ WM } }} DN 20 'CSR qR ov ? a z 5 C' uLo 0= U Z_J o��yEPN �G/ _ �z 0 (00) vLJ 3v~i _1 amw cc�F NEW�O ELEVATI ❑ NS UJ c4 v 55' S5' SS' 55' '- 1'-0 CL Z) �- '9j024831Lo o : ( o LLJi I I ~ ��1!G�"�� W N x to N 4 55'x63 55'x63V 55•x63! 55'x639; o I— Q d SLIDING SLIDING SLIDING SLIDING I 5 yrj i OD WINDOW WINDOW WINDOW WINDOW OD Lu O L7 Z 00 U) N s U ^.t'>+'- ''S5• •� 1�`` •.v-:?�:"•�.-rr. . .- .`e'..+:-•55' r -ti.�. .�.:.s}: .. t' .SOL . S SOLID: OISi,_.•.t•.. rY n-•. D •:.;r, - - a ar o, p 20'-0' .t CUSTOM CUSTOM CUSTOM CUSTOM cu GLASS GLASS CUSTOM CUSTOM GLASS GLASS GLASSGLASS o� • 1'-0' 1'-0' ch o y o tD IX 42'x63V 42'x639* 42'x6316 c o 42'x639' 42'x63V SLIDING SLIDING SLIDING I SLIDING 40'x81' SLIDING WINDOW WINDOW WINDOW CO 00 WINDOW SWING WINDOW p DOOR S IEJS' r.42 .42' r''�: .•: it- w`�a -: .- ;`•s W 42' ai Z t ri ;�SOLII1i a t ;ice�3OLIDia r^`;SOLID a OLID'~;" D-Via;, g tom. Lj V V V 12'-0' 12'-0' V Z W o =)M Z .� m of Q W >} NQ2 aZ Fr U L=7 n N W~-J HZLd ,_ Q =3 I- v, 0 0 cti0< I QO%W FLOOR PLAN / ROOF LAYOUT U Z M RA1 W M U) W E F- CL D } W U) z HOUSE WALL N W L LLJX N 1 I I I I I z I > 0 0 RA2 I I 5 N I 1 3 I I I I I of a 1 3 I I I of Iz ltA cu cu I I 39 I yl ~ I I I Ico I I ml ~ 13 64 ZI I 5' W�NDDW-- I S' WINDOW 5' WINDOW 5' WINDLL D�r/ o �� L 0 n I •_0• 20'-0' ,70 m D 22'-0' Oi O S CL w sk ��yE F�'c�'•�js Y �O 4r ". "9m• ,r LJ Z �o \W�rEu o / N � O � "9- �° 02483 �.. � O ¢Z �y NC�tli t0 (n U J Li S3 H U Cl) Ix0l�¢ Q 0%W CROSS SECTI ❑ N ALUMINUM FLASHING AND CAULK TOP & BOTTOM MOUNT W/ #8 x 1/2' SCREWS @ 6' O.C. ALUMINUM CLAD STRUCTURAL EXISTING SOFFIT INSULATED ROOF PANELS T❑ BE REMOVED U Z W M 4-1 ARC t Q 'c W >o� f� �j0 ►1 Z N Y d W W f+ U „m J L 4J Asx oa LJ W_ p � 1' /vo 02A8 �C� > F— u 8' 00 10' �T�OF NE� :D .4 o tA EXISTING a tA HOUSE tA 4- 0) 0 CL 6' DECK SIP TP-8000 8' STRUCTURAL FASTNER EVER 12' O.C. STAGGERED INTO C2> 2 X _ GIRDER n (U it •'a^: a'+� w • �Xr..L• Y �� ... :.'^`,',`.»"..t s.;..,'1v3.._�_p• ._.�F.f:K'•i �'.:�•v:••nom:• �_SP �..� -'L'Y.S • 2 jr - '�•;� `rl.}:�:.f: 'dr yam':' t..4. �.h t..: -"';T'T''t i:�•.' '4�i: •`n 1..'''� .',r (2) 2X10 ACO LOAD BEAM ULL DECK LENGTH FASTENED 6X6 ACQ POST TO NOTCHED POST WITH 3 0 ii NOTCHED FOR BEAM------------,- 1WASHERSHEAD EACCHBOLTS SI E/ 0) O S a- SIMPSON ABA66 POST PIER HEIGHT ABOVE GRADE MAX. 6' SHOE OR EQUAL ATTACHED PER MANUFACTURER SPECS W 2 x 10 LAGGED TO STRUCTURE FASTENED WITH REDHEAD Z 1/2' X 3 3/4 WEDGE ANCHOR W� 2 x 4 LAGGED AS SHOWN GRADE WOOD FRAMEi1/21 AG BOLTS 9 g Ld /� a•: GRADE \/� • . a• O/C L STAGG RED I6' Z ~ o U Wcl ce 3 6' / , •• / :_•• j MASONRY BLOCK } } �7 w / a • / • s LEDGER LAGGED TO O 2 W ¢Z STRUCTURAL DIAPHRAM U v m (o ( ~ u¢-J 2 �ZH Q 16" 0 u30 o0�(IN Q 91 amw SIPS DECK LAYOUT SSIP TP-8000 a,TRUCTURAL FASTNER EVERY 12' CROSS SECTION OF RIM AND SPLICE GIRDER AND F❑❑TINGS STAGGERED INTO c2) 2 x _ GIRDER #8 X 1 1/2' #8 X 1 1/2' #8 X 1 1/2' DECK SCREW @16' O.0 DECK SCREW @16. O.0 7/16" OSB DECKING DECK SCREW @36' 0.0 or 8D NAILS EVERY or 8D NAILS EVERY L or 81) NAILS EVERY 16" ON CENTER 16" ON CENTER 16" ON CENTER SIP TP-8000 8' SIP TP-8000 8' STRUCTURAL FASTNER EVERY 12' STRUCTURAL FASTNER EVERY 12' D.C. STAGGERED INTO O.C. STAGGERED INTO • W^ 2 X _ GIRDER C2> 2 X _ GIRDER Y ♦ C) • 1•' ••``• • - N Ld T IJ- ` EXISTING CL U z NOTES: HOUSE w Q 2X6 JOIST INSTALLED ~ U) tj ALL EXTERIOR STRUCTURAL LUMBER z cv w TO BE PRESSURE TREATED 2"x4" Ld w �N a L aj ALL FASTENERS IN TREATED LAG SCREWS uj> 0 � LUMBER SHALL BE STAINLESS STEEL LEDGER DETAIL @ 16 O.0 OR GALIVIZED OR CONFORM TO RIM DETAIL SPLICE DETAIL cs � 0 u ASTM A153 2"X10" `V u SIn CL LA N 01N O SIP TP-8000 8' STRUCTURAL FASTNER EVERY 12• O.C. STAGGERED INTO (2) 2 X _ GIRDER •rti-a -�;h.w r.'L.1e lit:3>t'� :w.7f•Ir.' D 4' X 4' I 4' X 4' I 4' X 4' I 4' X 4' I 4' X 4' CD ,0 AC PANEL PANEL PANEL PANEL PANELlx-�FULL)BECK 2X10 ACO LOAD BEAN __ � LENGHT FASTENED I� 6X6 ACO POST TO NOTCHED POST WITH cu NOTCHED FOR BEA 1/2' HEX HEAD BOLTS W/ 2)2X10 GIRDE / WASHERS OP! EACH SIDE p i i I I PANEL ATTACHED TO GIRDERcn cu cu FULL PANEL 010 8' PANEL I 8' PANEL I 8' PANEL I 8' PANEL I 8' PANEL w g0) (2)2X10 IRDER Y ui x z F- o` M�CHAE U Q cv) a 6'-8' 6'-8' 6'-8' C� ��a �,r` w r. ..:.•. •.. ' . cA 0 w >z 20'-0' } FULL PERIMETER OF DECK (n 0 m f v - i SNOW & ICE SHIELD THEN Of u LO CL J' COVERED WITH ALUMINUM FLASHING 0 0 w~Q—_J sT NO 02451 yp� FLASHING DETAIL a �3 qTF O F•N FULL PERIMETER 9 a o°',W NOTE: STRUCTURAL INSULATED PANELS DUE TO VARYING CONSTRUCTION METHODS, CONTRACTOR RESPONSIBILITY TO MEET ALL BUILDING CODES f Z 4' PANEL o , 5' PANEL o 6' PANEL 7' PANEL 8' PANEL GIRDER 5' GIRDER 5' ( GIRDER 6' o GIRDER 7' GIRDER 8' W n OF HOUSE I OF HOUSE ❑F H❑USE J OF HOUSE o OF HOUSE of LOAD BEAM MAX SPAN 0- of U) GIRDER PIERS 4 °° F- z GIRDER i i Z N �i s (( Y N I W Q -N-+ U �/ ; I f GIRDER II d ( 2 ) 2 �X 8 6 / 0 ! i I GIRDER- to ❑ u (2 ) 2 /� 10 8 ' 0 t 8' PANEL 8' PANEL ! i 8' PANEL GIRDER s i C2 ) 2 X 12 10 , 0 I i s ( � " o II I { 0 a vi i GIRDER N f (y) (! ,I 8' PANEL f 8' PANEL I t aj o i GIRDER _ I ( 1 I CD � GIRDER ` � I � � I (EXAMPLE DECK GIRDER `O I r--� 12' - 0' GIRDER HOUSE U0GER v (u 12° c v N DAD BEARING BEA 0s FLOOR 1 1/2" SCREWS SIPS P MELS SCREW PATTERN PANEL 7 ® 6" O.C. IE w ALL FASTENERS IN TREATED g LUMBER SHALL BE STAINLESS STEEL °' IV OR CONFORM TO ASTM Al 53 w w �� w N Dai"m >- Fas�i� } }U z Q W M W yi j -i L7 W r+ NO= J ¢} FzED_ RC t af v r z DAD BEARING BEA M,�HA t �7y� �CROSS SECTI❑N OF PANEL C❑NNCECTI❑N jt o U-) o mco (f) ;yWZEND PANEL C❑NNECTI❑N a d " ❑ oma i amw A(O 024$3 y� TFOF N CONNECTION DETAILS A6 (1 OF 2) ` #8 x ye' S.M.S. EA.SIDE WALL S.M.S. EA. WALL PANEL •s SIDE PANEL MSIDEA .y ,9T 02483. WALL F F•NE`N PANEL4REG. Z n Ln La CORNER CORNER CORNERPOST POST POST W Z#8 x32' #8 x �' #e x 3E' F t¢ i EA,SIDE S.M.S, 2 EA.SIDE ere x W N Y N EA.SIDE SIS Lj Q ^ d CORNER POST / MATING MALE C$� CORNER POST / FILL PANEL/ FEMALE �C CORNER POST/FILL PANEL j) STANDARD 'H' / FILL PANEL W O 7 POST ASSEMBLE — POST ASSEMBLE — kts. > O_' Z Co F- V) S cn c� U WALL PANEL WALL s RACEWAY COVER PANEL FULL/DOOR JAMB a J MB & FEMALE N UI of - 4_ I DOOR I JAMB POST EACH sty EACN•SIDE ASSEMBLY #6 X Y' ELEC. #8 X Y• ELEC. EVENLY SPACED EVENLY SPACED S.M.S. FA. RACEWAYY S.M.S. RACEWAYY 24.OZ 24'OZ SIDE SIDE N I E MALE & FEMALE W/ KP ADAPTOR RACEWAY MALE/FEMALE RACEWAY MALE/FEMALE WINDOW SASH G Fi RACEWAY MALE/FEMALED DOOR FRAME -fj POST ASSEMBLE -6 POST ASSEMBLY .6 POST ASSEMBLY (YY 10 N O S FULL HEIGHT MATING d MALE 4 FEMALE FULL HEIGHT RACEWAY /DOOR JAMB & FEMALE W e sm Z FEMALE MALEEVENLY SPACED 24.Etc Q Y W W RILL HEOff MALE W" 0� AWMFM r�ri=liSMn V V JAMB z W m (y) PANEL Z U1 LLJ � p >r POST POST War (n O = ¢Z # ASSEMBLY #8X3" EARNSmE af 0 H ASSEMBLY 8 X Y' S.M.S. ESA. EVENLY SPACED = S.M.S. A. SIDE 24• gLo 0 U Lo 0- SIDE F--•Z j FEMALE/MAIL/WINDOW JAMB SLIDING WINDOW FEMALE & MALE K MALE / FEMALE i rL BAY CORNER MULLIONS U 3 UTZ —6 POST ASSEMBLY —6 POST ASSEMBLY 04 ON ¢POST ASSEMBLY ON W L_ C❑NNECTI❑N DETAILS A6 (2 OF 2) WALL CROSS SECTI❑N #12 X 3%' PPH RG TECK USE Y4' LAG BOLTS OR #14 DP 5 34' SCREW EVERY 16, ON CENTER--,,.,,, 12nxV,' SMS 16' MAX BASE/WALL CAP O.0 TOP & BOTTOM PENETRATE TDP CAP 11 INSTALLED SAME AS BEARING EXPANDER MVERTICAL MULLIONST WALL BASE/TOP CAP SPLICE TO MULLION THEN E Y 9' O.0 PANEL TO BE 8' MINIMUM S.M.#8 x j FROM VERTICAL MULLION _ SIDE PIERS WITH TIE DOWNS . ' , PER LOCAL CODEEXTRUCED GUTTER r') OPTIONAL M CONCRETE SLAB GEN STaUCflRtAL) LLI INSULATED STRUCTURAL AT PITCHED END DECK PANELS d Z A a LLI a °LUM. FLASHINGG 1— LO L ° a (3) #80 SMS W N N A v, a MIN AT EACH COLUMN , LLI W X EW v . TOP & BOTTOM LOCATED F- _ LJ d CONCRETE DRIVE a L PIN EVERY 16' ON d - _ - - LLI 0 N L7 CENTER M BASE TRACK TO CONCRETE BASE TRACK TO STRUCTURAL INSULAED DECK CONT. ER SPLECE Z:) 0 Q s --- _6 QTY OVER ..` _ (.0 N W U d'HLiz g #12 X 3/4' PPH RG TECK m~ In SCREW EVERY 16, ON CENTER BASE/TOP CAP SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLI❑N (2) #1IxP IN ALL SCREW SPLINES TO INTERLOCK STRUCTURE EXIST. OR NEW WOOD DECK IN GOOD CONDITION ALUM. FLASHING az (^u z a 3 0 CD n I A-�) BASE TRACK T❑ STANDARD DECK �(z) #loxia IN ALL SCREW SPLINES TO INTERLOCK STRUCTURE 612 DP 3 3/4'or 5' Dl CONCRETE, WO�� E.P.S. DEPENDING ON THICKNESS OF ROM •• ' 0 DL 1' PENETRATE TOP CAP MO DIA. #10 1/4' X I' WOOD SCREWS TAPCON AT 16' O.C. EXISTING EVERY 18. ON CENTER - "- EMBEDDED A MIN OF 2' HOUSE / W LJ ,r W CD FULL HEIGHT sIN, W a f� ULi(v7 #8 xYp Lj FEMALE PART caNrtN p: '' : .- CONT. BOTTOM C; L7 Z SAS, EA. BEARING SIDE HEADER SPLICE 8'M - (n d' 0 1 FROM MULLION ` 0 = Q Z (3) #8x% SMS 2 X EXPANSION MIN AT EACH COLUMN, U No 024y� AN 3G'R WOOD TOP & BOTTOM LOCATED 0 � 0 H Q(L �L\LWL WALL 'Q� SCREWS. SPACED W Z M PANEL QF /� 2'-4' FROM I—Q EACH COLUMN 7 MIN O CL P CONNECTION AT HOUSE Q BEARING WALL ATTACHMENT _""" ocLIN BETVEEN cme Nas�E°� vDaD � Nn u a,a — — Q 0�W ROOF C❑NNECTI❑N DETAILS Fascia #10 SMS AT 24' c/c MAXIMUM BUT NOT LESS THAN 6-SCREWS PER RA1 PANEL JOINT �' ROOF CONNECTION RA1 METAL PREFLASH AND - CAULK TOP & B❑TT❑M / U - MOUNT W/ #8 x 1/2' Z LLJ < SCREWS @ 6' O.C. Gutter W Z \M I-. Q Lo 04 i #12 HANGING RAIL MOUNTED I Q u W/ 1/4' x 3 1/2' SCREWS L w p N INT❑ EACH WALL STUD @16' O.0 PANEL JOINT STAGGERED TOP & BOTTOM z 00N 0) RAZ V) N U S N A32 ALUMINUM CAF tA ag 0 0_ EXPANDED POLYSTYRENE CORE SPRAY FOAM SEALANT s: 3# N 45 " EXPANDED POLYSTYRENE CORE 0 DTH LENGTH 032 INCH ALUMINUM RA3 DETAIL N.T.S N SIP TP-8000 8' O STRUCTURAL FASTNER EVERY 12' -c O.C. STAGGERED INTO HEADER 0- 3 W 2—PLY X 11 7/8' X 1 3/4' W W l�.SO ARCy/ , LVL HEADER L �- N M'c"A L�R �� RA 4 RIDGE BEAM DETAILS }U Z c+) o� ,"* ��. C� 4'X4' POST �i W - J W LU fir <� " f Sop = W az of 0 CL NOTE: ca N w F-y TION METHODS, THE RIDGE BEAM TO HOUSE DUE TO VARYING CONSTRUCf-Z" NO 02ag^3Ny� WALL CONNECTION IS THE RESPONSIBILITY OF THE CONTRACTOR. W 2 3 E- `�rF OF NG' CONTRACTOR RESPONSIBILITY TO MEET ALL BUILDING CODES o U a QO�W =l d J DETAILS U Z e � RAIL qojR �y1 1p e 4' RAILS TER RANDRAILALL EDGESz MID) SMOOTH AS SHDWN UJ Q —,1-� 6'-0' Z N Y N 1 x 1 W W Z) 4+ 'MIN. CAP RAIL I- ¢ c DETAIL w o I? > � 4• cFRDR sec.A-A) � � M (/) N _U 2-Ya' GRASPABLE HAND RAIL o a, tn G, 1 x 1 P.T. GUARDRAIL x4 O MAX SEPARAYION 4' mrPi S C 34' (MIN) 38' (MAX) O t0 A m BLOCKIN z Q FRAKING 4 x 4 BALLUSTER 8'MAX(TYP) •'-' SECURED W/3/3 '~ TRW LAG BOLTS n 5/4'x G• (u L .� S/4'x 61 p 4 CDNCiE[E 3'-D'x 3'-0• I 2'x12' FINISHED GRADE u PS1AWNufiERMFM>:T CONCRETE PAD CD B 2'-D'ON CENTER TREAD NOSING I I� I I=1I ..'•v_•:,` y �. 4 x 4 POST .y I�— I �, _ ... %10 I-T7 IELI 12'X 38•CONCRETE "•a.4 I� 1�� o, PIER FOOTING c: O d STAIR DETAIL NOTE, '- wz `D ALL LUMBER SHALL BE R' TREADED WOOD. HANDRAILX MICkq DETAIL W o € < �M � � o z� .s'. J W z (r),9 &0 024131 �� U =) _ Lo OL in cW~ F- u rn gym¢ aal.w x, L 3.5" CAP RAIL AT FIRST INTERIOR BAY, PROVIDE (ABOVE) 3-1/2" MAX. I 2x BLOCKING AT GUARD POSTS; 1_1/2" MIN TOE NAIL WITH 10d NAILS TOP 1_1/2" CENTERLINE OF GUARD POST AND BOTTOM, EACH SIDE HANDRAIL GUARD POST 2_1/2" CHAMPER TOP HANDRAIL EDGES SMOOTH J OUTSIDE JOIST HANDRAIL SHALL 2x4 GUARDRAIL CORROSION-RESISTANT RETURN AT EACH (2) 1/2"0 THROUGH- 2 x 2- HANDRAIL HARDWARE END BOLTS AND WASHERS GUARD POSTU Z GUARD POSTY - r7 � C DETAIL L HANDRAIL 1-1/2" W Ln La DETAIL SECTION PLAN VIEW W H '- OUTSIDE JOIST OUTSIDE JOIST C- D } OR RIM JOIST Of z Q 4x4 GUAR*(2) RIM JOIST OR GUARD POST ATTACHMENT GUARD POST TO OUTSIDE JOIST DETAIL Z N L 0 THROUGH OUTSIDE JOIST DETAIL i TH WASHERS W OL7u RAIL CAP: 2x6, 5/4 BOARD OR Z a0 oAPPROVED MANUFACTURED MATERIAL QQRIM J4x4 POST (TYP.) (n N W u OUTSIDE JOIST SLOPED JOIST I DO NOT NOTCH �6' MAX.—�I 2x2 PICKETS; MAY BE PLACED ON EITHER SIDE OF GUARD HANGER I *36" MAXIMUM SPACING BETWEEN STRINGERS a tA STAIR STRINGER ATTACHMENT >2x4 TOP AND BOTTOM;MAY IA C BE PLACED ON EITHER SIDE 0 DETAIL 5"MIN OF GUARD POST, ATTACH TO � 3' MIN. POST W1TH (2) 8d RING-SHANK NAILS OR (2) #8 WOOD SCREWS RISER MAY BE OPEN. BUT br SHALL NOT ALLOW THE ATTACH PICKETS AT TOP AND PASSAGE OF A 4"0 SPHERE • • BOTTOM WITH (1)#8 WOOD SCREW -�{9"MIN MAXIMUM SPAN: 16'-6" MAX. SPAN ® ® OR (2)8d RING-SHANK NAILS WITH 8-1/4- MAXIMUM 8'-0" WITH 2 STRINGERS A 0.135" NOMINAL DIAMETER RISER; HEIGHT SHALL 11'-3" WITH 3 STRINGERS OPENINGS SHALL NOT ALLOW THE PASSAGE OF A NOT DEVIATE FROM (2) 1/2"0 THROUGH-BOLTS 4"0 SPHERE; WET LUMBER MUST BE SPACED SUCH RISERS:ix MATERIAL MIN. ONE ANOTHER BY CUT STRINGER SOLID STRINGER AND WASHERS MORE THAN 3/8" OPENINTHAT G WHEN SHRINKAGE KMAINTANED OCCURS, THE MAXIMUM cu TREADS:2x MATERIAL STAIR STRINGER REQUIREMENTS 3/4" - 1-1/4" NOSING; NOSING ONE L n / ---I TYPICAL GUARD ANOTHER BY MORE THAN SHALL NOT DEVIATE M3/8" DETAIL M %0 TREAD AND RISER *ATTACH 2x TREAD MATERIAL NTH (2)#8 SCREWS OF (2)8d NAILS PER BOARD AT EACH STRINGER OR LEDGER STRINGER STAIR GUARD IS REQUIRED s DETAIL TREAD MATERIAL:2x OR 5/4 BOARD �6' MAX FOR STAIRS WITH A TOTAL ISE MORE THAN 30 OR MORE;SEE GUARD REQUIREMENTS STAIR STRINGERS SHALL FOR MORE INFORMATION Ld BEAR ON CONCRETE PAD GUARD POST z AND NOT COME IN CONTACT WITH THE GROUND 0) STRINGER 2x4 LEDGER, EACH SIDE, FULL La w DEPTH OF TREAD; ATTACH WITH 4" CONCRETE STRINGER (4)10d NAILS OR #8 WOOD SCREWS STAIR GUARD HEIGHT z 34" MEASURE FROM U z w M PAD MINIMUM PROVIDE BLOCKING BETWEEN STAIR ® p CUT STRINGER SOLID STRINGER ® NOSING OF STEP � z STRINGERS AT GUARD POST Eg A O W > STAIR STRINGER BEARING AT GRADE LOCATIONS; TOE NAL WITH 10d NAILS TREAD CONNECTION REQUIREMENTS TOP AND BOTTOM, EACH SIDE o .�� GHAE� o � Q ¢z DETAIL �`� �Q� �R� ��' o u �CL TRIANGULAR OPENING SHALL �� `4� '� In U J NOT PERMIT THE PASSAGE OF " z *ALL STAIRS AND LANDINGS STAIR DETAIL A 6" DIAMETER SPHERE W o CS 3 F- MUST BE ILLUMINATED NOT TO SCALE STAIR GUARD REQUIREMENTS ' Us¢ � qTE�F N b L SUNVIEW ENTERPRISE LLC. 248 ROUTE 25A SUITE 3 EAST SETAU KET NY 11733 z 631 - 872- 3381 w FAX 631 - 676 - 1825 w a z 1— W N Y N � j Q L i-1 WOE L7 > (x Zood MORRISSEY " � 0 65 COREY CREEK LANE LA LAQ o 0 SOUTH OLD , NY 11971 SCREENROOM MINIMUM N DESIGN LOADS: SPECIFICATIONS r ROOM STYLE, STUDIO a DEAD LOADS: ROOM DIMENSI❑NS, 20'-0' x 12'-0' Bldg Dept copy from ZBA d' 1. R❑❑F: 2 PSF n �Da al reviewed documents i 2. WALLS: 5 PSF A Fll # -7) te. 3. FLOOR: 5 PSF n, LIVE LOADS: 0 a. 1. ROOF: 30 PSF 2, WALLS: 140 MPH - 3 SEC. WIND GUST '1' 3. FL❑❑R: 40 PSF i Design compliance to residentlat Code of s'( EQ z New York State with the design criteria's CO s H MIC � g rn DEFLECTI❑N LIMITS: 1. 140 mph WIND SPEED q OP % w w 2. ROOF PANELS, 4k 9'` w Z N o 1. ROOF,, L/180 3. 0032, #2, ROOF LOAD a A C7 v x n 2. WALLS: L/175 4. 55 p.s.f. N� '� N � o J j w.• 3. 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Bldg Dept copy from 28A N = W ¢z Final reviewed d Comments U Lo n: ZBA Fit # --71 / Lr) 0 Date �" Cx 10 In w z—Ji =3 I- U 0 d'O�Q QO�W CROSS SECTION ALUMINUM FLASHING AND CAULK TOP & BOTTOM MOUNT W/ #8 x 1/2' SCREWS @ 6' O.C. EXISTING SOFFIT ALUMINUM CLAD STRUCTURAL TO BE REMOVED U INSULATED ROOF PANELS z W to V) w �— F_- V) LLJ zz~ ~ W LL N Y N i N W O N LuU 10' � - s 8' (n N O s �n EXISTING a i o HOUSE 0) d O 6' DECK SIP TP-8000 8' STRUCTURAL FASTNER EVER 12' O.C. STAGGERED INTO (2) 2 X _ GIRDER n t1J I 0 ...'r.%t ."i` .rh. 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STAGGERED INTO ' (2) 2 X _ GIRDER #8 X 1 1/2' #8 X 1 1/2` #8 X 1 1/2 DECK SCREW @16' O•C DECK SCREW @16' O.0 7/16" OSB DECKING DECK SCREW @16' O.0 or 8D NAILS EVERY or 8D NAILS EVERY L or 8D NAILS EVERY 16" ON CENTER 16" ON CENTER 16" ON CENTER SIP TP-8000 e' SIP TP-8000 8' STRUCTURAL FASTNER EVERY 12/ STRUCTURAL FASTNER EVERY 12' I O.C. STAGGERED D.C. STAGGERED INTO' (2) 2 X _ GIRDER (2) 2 X _ GIRDER U � ,�.. z Ln LJ EXISTING z W HOUSE Q i NOTES: 2X6 JOIST INSTALLED ~ LO ALL EXTERIOR STRUCTURAL LUMBER w "I Y N TO BE PRESSURE TREATED 2"x4" =a ALL FASTENERS IN TREATED LAGSCREWSZ I-- LUMBER SHALL BE STAINLESS STEEL LEDGER DETAIL a 16• o.c 00 d OR AOR CONFORM TO 2"x1o" RIM DETAIL SPLICE DETAIL ASTMA153 �' N s — a bi a, tA a, 0 SIP TP-8000 8' STRUCTURAL FASTNER EVERY 12' O•C. 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EA.SIDE SKS Ea uJ W N EA.SIDE EA.SIDE SIDE Fd - Q A CORNER POST / MATING MALE B CORNER POST / FILL PANEL/ FEMALE C CORNER POST/FILL PANEL D STANDARD 'H' / FILL PANEL W O P0.ST ASSEMBLE - POST ASSEMBLE - N.TS. QN S 00 Cs (n 04 LL] U WALL WALL a PANELVFULL HEIGHT RACEWAY RACEWAY COVER PANEL Ln /DOOR JAMB & FEMALE N O DOOR + JAMB POST -- EACFT•S SMS DE EA SIDE ASSEMBLY #8 X Y' ELEC. #8 X Y' ELEC. EVENLY SPACED EVENLY SPACED S.M.S. ?A. RACEWAYY S.M.S. A. RACEWAYY 24' D.0 24• D.0 r SIDE SIDE CD E MALE & FEMALE W/ K.P ADAPTOR RACEWAY MALE/FEMALE G RACEWAY MALE/FEMALE WINDOW SASH �� RACEWAY MALE/FEMALED DOOR FRAME n 6 POST ASSEMBLE lt6 POST ASSEMBLY It 6 POST ASSEMBLY M �0 Ol O S FULL HEIGHT MATING G_ MALE & FEMALE FULL HEIGHT RACEWAY /DOOR JAMB & FEMALE W EACH� z EVENLY SPACED n FEMALE MALE 24' `1 W `- LLJW FULL MEMO MALE W/KP CD ADAPMIR Fat WINDWO/F�D/OL V Z W M PANEL W Q Z,ry ` W�+ N0O >r POST POST CK O S ¢Z ASSEMBLY #8 X Y' EACH BE CK U _ ASSEMBLY #8 X Y S.M.S. ESA. 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D T H LENGTH ID .032 INCH ALUMINUM RA3 DETAIL 1LTS• W / SIP TP-8000 8' 0 STRUCTURAL FASTNER EVERY 12' / O•C. STAGGERED INTO HEADER 0- 3 " w g0)� 2-PLY X 11 7/8' X 1 3/4' ui w LVL HEADER Uj >- N RA4 RIDGE BEAM DETAILS Bldg Dept copy from zBA U Z Find reviewed document M r 4'X4' POST ZBA Flie# s7 I '"1�1 LO w bate; I I _ 0 0 w ¢Z c) Q Z = 2 ,. <L) L3 D_ ' NOTE: (0 V) w F-N DUE TO VARYING CONSTRUCTION METHODS, THE RIDGE BEAM TO HOUSE F- WALL CONNECTION IS THE RESPONSIBILITY OF THE CONTRACTOR. N U 3 N CONTRACTOR RESPONSIBILITY TO MEET ALL BUILDING CODES U Q � ¢mw DETAILS U z RAILAP RAIL x 1 TVP. 1 1/2 (Aswo GUARDRAD. DRAILS HANDRAIL A AWER ALL EDGES (TYP)�CENTER x 4 SMOOTH AS SHOWN L (�1-0' 1 ARIDRAIL W W N ' CAP RAIL 5 r s DETAIL w C) cn IRON SEC.A-A> >:7 00f- O! M 4 (D N u 2-/4° GRASPABLE a HAND RAIL kn W 0 1 x 1 P.T. GUARDRAIL HTMPjuTERs 34' (MIN) MAX. 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POST WITH (2) 8d RING-SHANK NAILS OR (2) #8 WOOD SCREWS RISER MAY BE OPEN. BUT SHALL NOT ALLOW THE ATTACH PICKETS AT TOP AND PASSAGE OF A 4"0 SPHERE ® o BOTTOM WITH (1)#8 WOOD SCREW 16'-6" MAX. SPAN- ] ® OR (2)8d RING-SHANK NAILS WITH 9"MIN MAXIMUM SPAN: A 0.135" NOMINAL DIAMETER 8'-0" WITH 2 STRINGERS 8-1/4- MAXIMUM 11'-3" WITH 3 STRINGERS OPENINGS SHALL NOT ALLOW THE PASSAGE OF A RISER; HEIGHT SHALL (2) 1/2"0 THROUGH-BOLTS RISERS:1x MATERIAL MIN. NOT DEVIATE FROM CUT STRINGER SOLID STRINGER 4"0 SPHERE; WET LUMBER MUST BE SPACED SUCH r` ONE ANOTHER BY AND WASHERS THAT WHEN SHRINKAGE OCCURS, THE MAXIMUM w MORE THAN 3/8" OPENING IS MAINTAINED i TREADS:2x MATERIAL STAIR STRINGER REQUIREMENTS 3/4" - 1-1/4" NOSING; NOSING LTYPICAL GUARD SHALL NOT DEVIATE FROM ONE ANOTHER BY MORE THAN 3/8" DETAIL %.0 TREAD AND RISER *ATTACH 2x TREAD MATERIAL WITH (2)#8 SCREWS OF (2)8d NAILS PER BOARD AT EACH STRINGER OR LEDGER STRINGER STAIR GUARD IS REQUIRED DETAIL TREAD MATERIAL:2x OR 5/4 BOARD 1 0 MAX FOR STAIRS WITH A TOTAL ISE MORE THAN 30" OR MORE;SEE GUARD REQUIREMENTS STAIR STRINGERS SHALL FOR MORE INFORMATION BEAR ON CONCRETE PAD GUARD POST z 77LAND NOT COME IN CONTACT g WITH THE GROUND STRINGER 2x4 LEDGER, EACH SIDE, FULL LA W w ::'•; •.;,c:; DEPTH OF TREAD; ATTACH WITH STAIR GUARD HEIGHT Cr r I- STRINGER (4)10d NAILS OR #8 WOOD SCREWS Z o 4" CONCRETE ® 34" MEASURE FROM U a j� NOSING OF STEP L7 Z PAD MINIMUM CUT STRINGER SOLID STRINGER PROVIDE BLOCKING BETWEEN STAIR ® STRINGERS AT GUARD POST _jJ LOCATIONS; TOE NAL WITH 10d NAILS Bldg Dept copy from 2BA 0o = W ¢z TREAD CONNECTION REQUIREMENTS STAIR STRINGER BEARING AT GRADE TOP AND BOTTOM, EACH SIDE iq011Final reviewed �documents U F- _ 0 CL DETAIL TRIANGULAR OPENING SHALL IDate:ZBAF / �I / cn OV) `� U I-N NOT PERMIT THE PASSAGE OF *ALL STAIRS AND LANDINGS STAIR DETAIL A 6" DIAMETER SPHERE W 230 MUST BE ILLUMINATED NOT TO SCALE STAIR GUARD REQUIREMENTS Q�W