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HomeMy WebLinkAbout38090-Z Town of Southold Annex 8/5/2013 o� ©may P.O.Box 1179 y z 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36429 Date: 8/5/2013 THIS CERTIFIES that the building SHED Location of Property: 165 Orchard St,New Suffolk, SCTM#: 473889 Sec/Block/Lot: 117.-5-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/4/2013 pursuant to which Building Permit No. 38090 dated 6/11/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory storage shed as applied for per ZBA#6642, dated 4/18/13. The certificate is issued to Finora,Robert&Finora,Deana (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut d Si atur �sf;2: �� 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#: 38090 Date: 6/11/2013 Permission is hereby granted to: Finora, Robert & Finora, Deana 264 Princeton Rd Rockville Centre, NY 11570 To: construct an accessory storage shed per ZBA#6642 as applied for At premises located at: 165 Orchard St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-5-33 Pursuant to application dated 6/4/2013 and approved by the Building Inspector. To expire on 12/11/2014. Fees: ACCESSORY $407.20 CO -ACCESSORY BUILDING $50.00 Total: $457.20 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. Filial 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,oi•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 hi writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 1 V✓A 01 New Construction: Old or Pre-existing Building: (check one) Location of Property:_ i-C h r}t � S�• House No. Street Hamlet Owner or Owners of Property: Ro betr &q v-iq F-1 Yvo o o Suffolk County Tax Map No 1000, Section 1-7 Block (31 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. ,f _Applicant: Health Dept.Approval: Nit f)(-r CVtb& Underwriters Approval: (tic¢ O�F1t c*b/v Planning Board Approval: 0124,11,1e wl 7TUtvw Request for: Temporary Certificate Final Certificate: ` (check one) Fee Submitted: $ U Applicant Signature Of SOUTy� N O i 0 Hry,O TOW �F SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION- . [ FO FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ) [ ] ELECTRICAL (FINAL) REMARKS: -"L-16k4� DATE INSPECTOR �' 3k) pF SOUTyolo o�yc0UNT1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ . 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) REMARKS: DATE INSPECTOR �pf SO!/r�, �o� ono �yc0UN1V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:r-----XKk6-a � ` € A6�gin o �. Ala- -,Ito DATE INSPECTOR Z(L FIELD INSPECT ON REPORT DATE COMNMNTS v g FOUNDATION(1ST) O � - - cp FOUNDATION(2ND) rA ROUGH FRAMYNG& y PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE G 4 D 1 . �.. IL FINALE/ � L a ADDITIONAL CMZIENTS 0 . z 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 Q Survey SoutholdTown.NorthFork.net PERMIT NO. 33� 7 y Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 1^�20 Storm-Water Assessment Form / Contact: Approved ��,20 l3QBui Mail to: Disapproved a/c n Phone: Expiration 20/ Or pect J1 a►`� ��3�1 DE C E u U E APPLICATION FOR BUILDING PERMIT Date 120 INSTRUCTIONS a.This ap icatio i MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,acc to ploi plan to scale.Fee according to schedule. P show g location of lot and of buildings on premises,relationship to adjoining premises or public streets or BLD TOWN DP aterways. d by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authornizSdgluspeftors on premises and in building for necessary inspections. _ (Signature of applicant or name,if a corporation) L d PrImce+on Ind, fvrcK1/1`l�� 6ekc re 4 2013 (Mailing address of applicant) �/�/ ' 5 7G State whe her ap licant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 6LDG.DEPGOUTI 0� e P, TOV'!f�l OF _II j� �"� �/1 Name of owner of premises &bey-4 rT' l�e►q i l o 1—l rL)C)R ►T (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. & 01 5O 23 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: e t✓ F�G �� �� 5 G IGti UrcLtrkv� Sf- f 1 House Number Street ) ��(( Hamlet County Tax Map No. 1000 Section 1 1 � V Block 5- Lot 033 Subdivision X X Filed Map No. X ( Lot X)C I • 2. State existing use and occupancy of premises and intended u,sg and occupancy of proposed construction: a. Existing use and occupancy Ire$i den_ n L HU t'ne b. Intended use and occupancy s4or'pq9P -,50er-1 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost #20, 000• Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units •— Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 1 / r f p 1/ /�I / 7. Dimensions of existing structures,if any:Front I G l�d Rear /c� Depth a y�d Height /7-iR11 Number of Stories / Y Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 6 Rear 6 Depth Height /7' V" Number of Stories /VA Q 9. Size of lot:Front 12 7 Rear ® � Depth O 10.Date of Purchase a� O�Q 8 Name of Former Owner ✓ 1+ 'In G�'y GCJ-h✓- `0 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ol 13.Will lot be re-graded?YES v NO Will excess fill be removed from premises?YES ZNO ?rcKv?fte.Ce..lke A.y. 14.Names of Owner of premises 0�1 + Fi vvor14 AddressaW', �e>—R,. Phone No. 9/7.6 70a 3 AI LI Name of Architect She-dS LMIki'y"11ed Address 081 Whi 9c,1a-'(@dPhoneNo 2D--gyd.3061 Name of Contractor She S V/tel-jn i e Address� r 17 a-J Phone No. `I ` 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 V 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 /o�n survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO y *IF YES,PROVIDE A COPY. STATE OF NEW YORK) �y- COUNTY OF S 4� SS:.K.) 206 y R J(VG R I�" being duly swom,deposes and says that(s)he is the applicant (Name of individual 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 to before me this 3rd day of 20 ( 3 04 Na N Y01$ Signature of Applicant No.02LISSM19 Quallfled In Suftk Courdy Commisalon Expi=February 8,2016 i BOARD MEMBERS SD Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� UTyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �OQ 54375 Main Road(at Youngs Avenue) Ken Schneider Oli,'C�U Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS I _ TOWN OF SOUTHOLD l��4 � APR 2 3 2013 !' •..1 � Tel.(631)765-1809•Fax(631)765-9064 KoG.DEf T. Tov!N or souTHoi.° FI1__4GS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18,2013 ZBA FILE: 6642 NAME OF APPLICANT: Robert and Deana Finora PROPERTY LOCATION: 165 Orchard Street New Suffolk,NY SCTM# 1000-117-05-33 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 19, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. i PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 7,899 sq. ft. parcel located in the R- 40 zone. It.is improved with a 1 '/Z story frame house with attached rear deck. It has 87.80 feet of frontage on Orchard Street, 90.00 feet along the west property line, 87.75 feet on the north property line and 90.00 feet on the east property line as shown on the.survey dated February 28,2013 prepared by Nathan Taft Corwin, III,LS. BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15 and the Building Inspector's February 15, 2013 Notice of Disapproval based on an application for building permit to construct accessory building, at: 1)accessory building is proposed in a location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to replace a garage that was destroyed by a tree during a severe storm with a similar size garage in the same front yard location where the code requires a rear yard location. i ADDITIONAL INFORMATION: During the hearing, the applicant was asked to supply photos of similar accessory buildings located in the front yard and comments from the neighbors immediately adjacent to their property. On April 5, 2013, the applicant provided several photos of accessory structures located in the front yard and on April 10, 2013,the Board received an e-mail from an adjoining neighbor in support of the application. 1 i I i Page 2 of 3—April 18,2013 ZBA File#6642-Finora SCTM: 1000-43-1-7 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2013, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law .4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. An original garage was built in the proposed front yard location prior to the enactment of zoning and existed without detriment to the neighborhood until it was demolished by the applicants' because it had been severely damaged by a fallen tree. The proposed accessory building is proposed in the same location as the one that had previously existed and which would maintain the character of this neighborhood. 2. Town Law 4267-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 accessory building could be located in the rear yard. However the applicant testified that the rear yard is prone to frequent flooding due to its lower elevation and locating the accessory building in this flood prone area would not be feasible. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the substantiality is mitigated when considering that the applicant desires to construct the accessory building with similar dimensions and in the same location where an accessory building previously existed. 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 U67-b(3)(b)(Q. The difficulty has not been self-created. The difficulty is created by the lower elevation of the rear yard, causing frequent flooding, and the existing accessory building being destroyed by a storm. 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 constructing an accessory building in a front yard,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 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried,to GRANT, the variance as applied for, and shown on the Survey prepared by Nathan Taft Corwin 111, L.S. dated Feb. 28, 2013 and the architectural drawings prepared by Sheds Unlimited, drawn by Chris Stoltzfus, Pages 1 through 6 inclusive and all dated 12/28/2012. 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. Any deviation from the variances)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 Page 3 of 3—April 18,2013 ZBA File#6642-Finora SCTM: 100043-1-7 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. Vote of the Board: Ayes:Members: Weisman(Chairperson), Goehringer,Horning,Schneider, This Resolution was duly adopted(4-0). , Lp " - Leslie Kanes Weisman, Chairperson Approved for filing /y�/2013 I i. (revTown of Southold - Chapter 236 - Stormwater Management SWPPP .Storm Water Pollution Prevention Plan Assessment Form i GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) j APPLICANT NAME: Agont-consultant-Contractor or Other(circle One) PropertyOWNER.,(IrDlrrerent than Applicant) -<)O'v l Fl✓vt�)z fo S l9�►?L� — Address: Ad IG5 Irchord '.y, Net-5�l�IK YL ress: Telephone X:cl 17 !yo V91 1 1"11, Telephoned: Fax4: E-MaE: RcA3F1 vvigeeQ 14oiml4d-A co"', E-Manz Property address: IE 5 U ve 14✓e�S 1'i/ew-o�W41,1 K PL Brief Description of Construction Activity,Proposed Structural BMFs,Soil B.C.T.M.As 1000 `�7 p Stabalizat(on BMPs,Project Scope and/or Sequence of Construction Activity D� c•aree Birk i t— mAd 1pehddYk,ol Paps esNee"Nome of contractor and/or Contact Person Responsible to r Implementation of SWPPPi ^_---___ __ _ _-,---__ _ _ ____ ___________ tyy:� 5f✓vaC_l�_(U_vr_/L1� 19r01 t"gy..Il�G V S['_ G(?l1/4 SI) TelephonoA: FuxN: la _ f1 rl� wc�_�Je7`1T�lie_ _b� �ir,c►�+aN Si9✓ ,y. e-Mail: ,_ vie _nlew frvc �_✓_�1� CJF' V4 _id�N iC�R� Name of Parsons Responsible for Installation 4 Mpintenance of Erosion Control Precnoe: � �r� � _ l C��mvq n v1. d reset _^Pf�.�PC'I II_I�_ IUgC�s^lye_7 ��_ll71t11✓t- :.....-I .._ Telephone#. Fax --—��G �lll�fl�l[_(eN?f�w7 �Jy��_ - "e0-_ e-Hen: ___ (4 OWlt� G.HPre R��ir✓yi S�t'w r/ C1r/sT,4T - �- -+---------- - --..r__. _ G�l^X �''e roc' _S/,i dl m:'.� ;r s_ . Total Area ofAll 3�5 Total Are a�'G s�F. SYJ� 5 �:rTVY ' !,�)J•aw�1 ProlectfWcels, p and/or GroundDtaturt5mm. .--^^ --4fy------------------ Project � t _ (eF,/Acre+) piF.rAt.u) I:T I_ Duration, �/ start End ►�l ----------- I _ (Anticipated) WL7'e 6s Date: 6'�l i101. Dale: (. N ' rY! i t/1 s(�iv✓}C�_'d d L�I_FC�fiG twawracawsro"l bVIC Y�r Uwt�7- Will this Project Disturbs five(5)or More Acres at 7e �7�' ��✓d✓PL� ,� ,/ N� /� Any One Time During the Proposed Development 7 Yee No ---- �- - ^--_...t / ��Y!�fe4 r. _.____04 IrYEs:PleaseAnswertheFollowiml ___ C rtVC_-tU2- ------------_.--__.._..__------ a. Does the Applicant have a Qualified Inspector On Q 0 Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site � List the NAMES ordeserlpnon of all Potentially(mpaeted Waterbodtes androrwenande: Inspections will Occur and for What Period of Time? Yes No M)"Ve, c. Does the SWPPP Adequately ldentify All Temporary r-_] andlor Permanent SollStabalizat)on Measures? Yes - d. Does the SWPPP Adequately ldenlifyaComplete Q Q "" "- - _... _..._..__..,..__,_-_---_-----_----_--_ Project Phasing Plan? Yes No status of Impacted watewody:(eq.TAIDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Speclfio Q [Q 1� Practices that Will be Utilized to Protect Water Quality? Yes No / f. Has the Applicant Submitted a Completed DEC Notice Of Intent Type of Impacted waterbody:(eq.Lake,creek,bay.Pond,sound,Freshw�ar Weuend.,J and SWPPP Acceptance Farm for Review by the Town of Southold? es No ���_____..__-•------____...._.._-,-- STATE OF NEW�YO�RK, `. �OUN That It........ .!l.::..: ,. ....�... ... ..........being drily sworn,deposes and says that lie/she is the applicant for Permit, (Name of individual eigning Document)�-� And that he/she is the ......................I.........t.wVl.�� ...... ............................................................. (�livrie�,i;onnacic;AgenF�apor'aio oflixi,etc; Owner and/or representative of the 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 herewith. Swom to before me this; _ .................i?� .day o �.. .....................,20.LS Notary Public: ......... .... 1..... ., .. ..: ..................... .. ( ............................................... (sl(p,ature of App6canQ SWPPP Assessment FORM= 0342 Notary Public,State of New York Qualified in Kings County No.01131.161882111 My Commission Expires 06-02-2016 Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 February 7, 2013 Dear Mr Verity, Enclosed is my Building Permit Application for the Town of Southold. This is an application related to a previous and similar structure on the referenced property; the previous structure,which was a storage shed of an identical footprint, placement and of similar dimensions,was destroyed by wind during Hurricane Sandy in the fall of 2012. A,permit for demolition of the previous structured was filed with your office in December 2012 along with a detailed property survey of my lot and the surrounding region. The enclosed includes: - Building Permit Application - Building Plans / Specifications for the proposed structure - Foundation/ Pad recommendation on behalf of my builder - Property survey and area Please note,the proposed structure is designed and to be used as a storage shed only and not intended for livable space. This structure will not be used as a garage or used to store vehicles. The builder is Sheds Unlimited and the proposed unit will be assembled onsite by the builder in a pre-fabricated manner (portions of the structure will be pre-fabricated offsite). The proposed and recommended foundation for the structure by the builder is on a level, compacted pad of crushed gravel secured in a level fashion by pressured treated 6X6 perimeter. This will provide optimal support and water drainage for the underside of the structure, which is built on 7 pressure treated skids followed by 2X4 Floor Joist at 16" on center. The structure will be secured to the earth via anchors as illustrated in the detailed plans. As mentioned,the proposed structure is similar in dimensions and size from the previous structure. Desired placement of the shed is requested on the same footprint as the previous shed as indicated on our property survey (enclosed). The previous structure was approximately 16.5'X 24.5'by 17'+tall with wood floor (no concrete flooring). Due to the layout of our property and typical flood conditions during excessive storm surges on certain parts of the property,we are requesting placement on our property of the proposed shed to be identical to that of the previous shed as outlined on the property survey(this is also one of the higher grades on the property). Options outside this footprint are limited.The previous structure that was destroyed included an attic/loft area which was extremely important and useful for us due to storage constraints on our existing house on the property. Our crawlspace/basement in the main house is unsuitable for storage and due to the age and design of the existing house,we do not have an accessible attic. Our goal with the proposed structure is to maintain the look and charm of our neighborhood. We are planning to have barn-like swing doors in the front and matching wood windows with shutters and flower boxes throughout. The primary and sole purpose of the shed is for general storage,lawn equipment,beach gear and storage of small beach-sailboats (ie Sunfish,beach catamaran). Thank you again for your time and effort on reviewing our application. I would like to schedule time to meet with you in-person to discuss next steps and process involved in seeing this application process'through. I will plan on calling your office in mid-February to discuss. Please feel free to call me with any questions. All mail correspondence should be sent to the following mailing address: 264 Princeton Road, Rockville Centre,NY 11570. I can be reached via phone below. r - Rob Finora/917.670.3194 *OF SO(/j�olo . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUM'I BUILDING DEPARTMENT TOWN OF SOUTHOLD May 10, 2013 Robert & Deana Finora 264 Princeton Road Rockville Centre, New York 11570 Dear Mr. & Mrs. Finora: RE: Your Building Permit application for a shed at 165 Orchard Street, New Suffolk. Before your Building Permit can be processed, 4 sets of plans are required from a New York State licensed architect or engineer (3 sets of the plans must be stamped and signed by the architect or engineer). If you have any questions, please contact Michael Verity, Chief Building Inspector, at 631-765-1802. Respectfully, Southold Town Building Dept. r"`p AtAXICA Connie Bunch FEB. 21. 20OU 11:Vorm nvr-nL%jajv. , nri P . I'UP JI $Kl: MON, fNO. Or. 75' j _oi I STy -yy, ySf. V ' O O Zs.4' 01 ' � ^ • • ( fR,CAR, ti '� `' � PIPE -No.N. zp w MON, FND 87• HBO` ' t ORCMA4 R' D STREET' ' '• ' ,',; • ; ', CE'RT/FLED TO MA P•.O'F SourH04 0 SAWNGS 8ANK DESCRIBED"' PROPIi±R7"Y. rHr 1 inc GUARANTEE COMP Ar NEsy SUFFOL'K �oHN TOUHEY AATRlCJA LOWREY , , . TOWN OF -sour �OLA, 'N.Y. ' SUFly'Off.K 'CO.." N.Y ' of-New , y�Fs� .no r°� AREA ar 7, 899 $0. FT. °a°w. h., �' 0. /8l3ACP. donack associates -={ 313 west main'street t rlverheadr new York 11901 Ley No 49Z6a w� _ (516) 36971717 . Sfo $u�� MAR. 21, 1964 Job No, 64- 460 Lot) •Z � •� �1�- .70 •S 10007117-05-33 Scate, 1°= 20' MAP OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-1 17-05-33 N/0/F SCALE 1 "=20' FUDdINSIrj FEBRUARY 28, 2013 S 83°47'20" E O O "WOO FEN 87.75, AREA = 7,899 sq. ft.CE 0.181 ac. O 0) O ICJ O CS W 0) W � �Vz U �fSb�tS ly�® Y Q o WOOD DECK MAR 06 2013 Al IL ST N FRA E2 HOUS :° U L� 0 w 110 18.4' r' E� 16.4• �1- ®F NC- , O 1 1 Bldg Dept copy from ZBA ,`�. O I (p Final review d dofyrp�n�ts � ioFTa r�- 1;� C9 0 1 ZBA Fi # � C Date: �/ 140.009 Z 1 1 O WOOD PICK F MC 6 4' - ` ` - ��� N 83*47-920" W tAND sv 87.809 Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION ORCHARD Nathan Taft Corwin STREETTO THIS SURVEY IS A VIOLATITI ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE-COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-1 17-05.-33 D. IF SCALE 1 "=20' FU ,TIN,g FEBRUAR 28, 2013 JUNE 9, 201 STAKE GARAGE S 83047320" E JUNE 20. 2013 UNDATION LOCATION 0 87•75° p woo PICKET FENCE AREA = 7,899 sq. ft. 0.181 cc. O CONIC. UND O MON. p O O U U Q10H1110S 10 NN101 O Y 9 1d30'9a18 O $ WOOD DECK o 32.7 $ \,y Roa o z Nnr In 11 �►'�i Zb W N FRA E2 HOUSE O �s.4 �l p OF CN 140.069 WOOD PICK I is.0' '� O F�'a FENC ' W e N83° ' W " 4 7 2 0 87.80FOUND ��l CONC. MON. f Y.S. Lic. No. 50467 ORCHARD y b u D T y Y L�1T 1 ] UNAUTHORIZED ALTEA VIO TI ADDRION Nathan Taft Corwin 00rr LLJJ s TR E T SECTIO 7209 FSTHEN EWnYORK STATE III COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE 631 727-2090 FaX 631 727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 e5hizds Unlimit¢d 281 White Horse Road IOU Gap,PA 17527 shedsunlimited@gmail.com . ihen You.can 6wO WhY rent v 717-442-3281 -717-442-9055 www.shedsunlimited.net pad prep Instructions Preparation for your shed is an important procedure. First, you will need to prepare a level area to place the shed or garage. Sheds Unlimited recommends the following: 1. Build a 4"x4", 4"x6" or 6"x6"pressure treated perimeter 2. The shed pad should be at least one foot longer and one foot wider than the actual size of the shed you have purchased or intend to purchase. 3. Fill the area inside the outer frame with 4-6 inches of 3/4 inch stone Bide kept copy from zaa Final review d ac�n,p.,ts 4. Please insure that the pad is level and square Please Note: If you plan to place your building on a concrete pad please contact a Sheds Unlim- ited sales representative for instructions - 717-442-3281 - shedsunlimited@gmail.com . ! .. r Sheol Skid Placement B,iildinsaPaal rAnchoring At times local townships will require the home- 6'Bulldii2gs owner to anchor the shed to the ground. Sheds Unlimited offers anchoring kits which can either be s ez installed by the Sheds Unlimited driver or the a'Buiidrng5 homeowner without any special changes in the pad design.However,If the local authority requires the i4 3a a4^ i4� skids to be anchored to concrete,then the home- io'Bt ldings . owner should use the"Skid Placement"Plan that 6 '20 34" 34 QO" ! coincides with the shed which has been purchased. Anchors should be placed into the concrete follow- ii s.aainss, ing the measurements shown. �5 Concrete Blocks If the customer wishes to simply install concrete 14•Bu;rdings blocks for the shed to lay on(we do not recommend io 40• Sap a4^ ao^ oq this as the best option),then follow the 4x4 skid placement plan pictured on the left.Please note that isa^�16')B,uw'°gs this is the Gable end of the building and the 4x4 z3° 34� s4� .34 ', 30", zr s will run the length of the shed.Our delivery crew will place the shed just where you want it. Please feel free to contact us at: 717-442-3281-shedsunlimited@szmail.com 24' 2000 lb 5' 2' 1 7' 2000 lb Anchor Anchor Kit Kit 24"x36"Slider Window 24"x36"Slider Window CV with Shutters with Shutters 0 U C W M W (D x rn io ii m O 0 c v 16x24 Legacy MaxiBarn o- B id 0 0 Stairway with T Landing 2000 lb BUILDING SPECIFICATIONS in Anchor 2000 lb Anchor Roofing: it U E> Kit -7/16"OSB Sheeting on Roof 24"x36"Slider Window -15 Ibs Felt Paper on Roof with Shutters -30 Year architectural Shingles Overhang sides and gable Walls and Framing: 2x4 wall framing at 16"on center Double top header 11' 2' 11' Single bottom plate 15/32 DuraTemp Siding Painted Floor: 5/8"Pressure Treated Plywood Flooring 2x4 Floor Joist at 16"on center Seven 44 Pressure Treated Skids Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: 281 White Horse Road Rob Finora Floorplan Chris Stoltzfus Gap, PA 17527 Scale Date: Phone:717-442-3281 Ne Orchard Street 1/4"to 1" 12/28/2012 officepshedsunlimited.net New Suffolk, NY 11956 12 4 I I I k t I 30 Year Architectural Shingles 00 ao 7/16"OSB Sheating 12 Bldg Dept copy from ZBA i I Final revi?titiedd�&Wr� p�t�, 28ZBA Rafters at 16"on centerDat eF'le/IT `I/(lll(� rt� 2A"x3Uh in I ith Attic Loft: j -2"x10"Joist at 12"on center -5/8 Flooring Plywood -Hurricane Straps on each rafter I -7"Overhang -2x4 wall framing at 16"on center I -Double top header i -Single bottom plate -15/32"Painted DuraTemp Siding f 6 Doubli Doors;M it jT ra nsorra V rindoi is Floor: -5/8"Pressure Treated Plywood Flooring -2x4 Floor Joist at 16"on center + coo` -Seven 4x4 Pressure Treated Skids y 6"Crushed Stone Base 16' 16x24 Legacy MaxiBarn Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: 281 White Horse Road Frontview Chris Stoltzfus ^ Gap, PA 17527 Rob Orchard Scale Date: L Phone:717-442-3281 165 Orchard Street 1/4"to 1" 12/28/2012 office@shedsunlimited.net New Suffolk, NY 11956 Engineered Rafter at 16"center 7/16"OSB Sheating 00 30 Year Architectural Shingles ao 15 lbs Felt Paper ffLcg Dept copy from ZBA �,e� s Final review rq�v 1 1 L I I I 1 1 1 1 i I I I I I tAji 4e 8"overhanLi'a'e. Attic Loft: -2"x1 0"Joist at 12"on center -5/8 Flooring Plywood -Hurricane Straps on each rafter ® I I 2x4 wall framing at 16"on center Double top header Single bottom plate 15/32"Painted DuraTemp Siding 2 "46"Sli er WInd)w th Shuttrs l -5 Floor: 18"Pressure Treated Plywood Flooring OD -2x4 Floor Joist at 16"on center Crushed stone Base -Seven 4x4 Pressure Treated Skids 24' 16x24 Legacy MaxiBarn Sheds Unlimited Customer. Sideview Revisions Drawn By: Page No: 281 White Horse Road Rob Finora Sideview 1 Chris Stoltzfus Gap, PA 17527 165 Orchard Street Scale Date: 3 Phone:717-442-3281 New Suffolk, NY 11956 1/4"to V 12/28/2012 office@shedsunlimited.net + 12 4� AL3ar Architectural Shingles 12 28 ® "OSB Sheating Rafters at 16"on center 24"Ix36 Sli er and wi ShuttersAttic Loft: 2"x10"Joist at 12"on center 00 -5/8 Flooring Plywood -Hurricane Straps on each rafter -7"Overhang j -2x4 wall framing at 16"on center -Double top header j -Single bottom plate i - 15/32"Painted DuraTemp Siding I j 'Door with Floor. TramInd °rn se -5/8"Pressure Treated Plywood Flooring -2x4 Floor Joist at 16"on center ! -Seven 4x4 Pressure Treated Skids Crushed Stone Base r...,.,:._ .,_...z...._. .__:..._.__.. .... 16' Bldg Dept copy from ZBA Final revie�ey}�1�f`!�ts 16x24 Legacy MaxiBarn Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: 281 White Horse Road Gableview Chris Stoltzfus Gap,PA 17527 Rob Finora Scale Date: Phone:717-442-3281 165 Orchard Street 1/4"to 1" 12/28/2012 office@shedsunlimited.net New Suffolk, NY 11956 - Engineered Rafter at 16"center 7/16"OSB Sheating 00 30 Year Architectural Shingles � I I I I - , - <—15 Ibs Felt Paper i 8"overhangs 00 ' ----L--- ' ` Attic Loft: -2"x10"Joist at 12"on center 5/8 Flooring Plywood -Hurricane Straps on each rafter I i 2x4 wall framing at 16"on center -Double top header -Single bottom plate j - 15/32"Painted DuraTemp Siding i 4"x$6" lidei Window I 24 1x36�Slic er 'Indow i Nith Shut ers wil h St utte � I Floor: -5/8"Pressure Treated Plywood Flooring 00 6 Crushed Stone Base Seven 4x4 Pressure Treated Skids x Floor Joist a center she - 24' EON 16x24 Legacy MaxiBarn Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: 281 White Horse Road Sideview 2 Chris Stoltzfus Gap, PA 17527 Rob Finora Scale Date: Phone:717-442-3281 165 Orchard Street 1/4"to 1" 12/28/2012 office@shedsunlimited.net New Suffolk, NY 11956 Engineered Rafters 16"on Center-7/16 OSB Sheathing: 30 Year Architectural Shingles 30 Year Architectural Shingles 7/16"OSB Sheathing Engineered Rafter at 16"center 8"overhangs ao t` Attic Loft -2"x10"Joist at 12"on center -5/8 Flooring Plywood G -Hurricane Straps on each rafter k -2x4 wall framing at 16"on center cfl E -Double top header ti -Single bottom plate -15/32"Painted DuraTemp Siding r: Floor. -5/8"Pressure Treated Plywood Flooring -2x4 Floor Joist at 16'on center 6"Crushed Stone Base ,,. =Seven 44 Pressure Treated Skids 2000 lb 2000 lb Anchor Kit 1 Anchor Kit SM , 24 16x24 Legacy MaxiBarn Sheds Unlimited Customer. Drawing Revisions Drawn By: Page No: 281 White Horse Road Framingview Chris Stoltzfus Gap, PA 17527 Rob Finora Scale Date: Phone:717-442-3281 165 Orchard Street 1/4"to 1" 12/28/2012 New Suffolk, NY 11956 office@shedsunlimited.net A20 South Maple St.,Suite 150-Ambler,Pa 19002 Telephone:215-646-8001 Fax:215-646-8310 2 4 r www.mulhemkulp.com 2000 lb a r- 2000 lb Anchor , 4 - 11 15/16 17 0 1/16" „ l' Anchor 12 _ H E R N Scr p�!`u L 1>;> Kit \\, _ _"_ Kit a --------------------------------------------------------_------------- Engineered TRUSSES at 24" Residential+Commercial center 1 24"x36"Slicder Window 24"x36"Slider Window -------------w1fi-S1fJfteirs ---witn-Sh6ners--------------- --- j 30 Year Architectural Shingles 7/16 OSB Sheating " n ' -------------------- --------------------------------------------------- ---- -{l - STRUCTURAL NOTES ----I 00 CTU Ln - --------------------`---"-"-""" "" --- I �-7/16"OSB Sheating I 1 30 Year Architectural Shingles • ; c I - �'% 12 j SHED/GARAGE FOUNDATION BUILDING SPECIFICATIONS 28 Engineered TRUSSES 15 Ibs Felt Paper Roofing: j I at 24"orn center •DESIGN IS BASED ON 2010 RESIDENTIAL CODE OF NEW YORK. Z_ -7116"OSB Sheeting on Roof 24"x3 "SI der Window � i I -i 15 Ibs Felt Paper on Roof j with huff rs Attlic Loft: - f a 8 overhangs •FOOTING DESIGN WHEN APPLICABLE - 2,000 PSF ALLOWABLE SOIL Z / 1 b I Z -30 Year archlectural Shingles -2"'x10"Joist at 12"on center BEARING PRESSURE IS ASSUMED. BUILDER CONTRACTOR MUST VERIFY. ' -Overhang sides and gable I I (Jt ! w -5J8 Flooring Plywood Attic Loft: � f8 ______ _ _ ____ __ _ __ _ __________________________ _______________ _I t� Walls and Framing: � o ----" - -2x4 wall framingat 16°on center c-H -Hlurricane Straps on each rafter -2"x10"Joist at 12"on center *ANCHOR SHED GARAGE TO EARTH AT POINTS AS INDICATED ON PLAN. w 16X24 to aC I�llaxi�arn stairway c� Single ate I j -7"'Overhang i -5/8 Flooring Plywood EARTH ANCHOR CAPACITY SHALL BE THAT AS SPECIFIED ON PLAN. g y Double top header g p j I -Hurricane Straps on each rafter FASTEN SKIDS TO CONCRETE (WHEN APPLICABLE) WITH �"X 8" TITAN O \\ with O -15/32 DuraTemp Siding Painted g ! -2x4 wall framing at 16"on center i •HD'S ® 6"-0" O.C. AND 12" FROM SKID ENDS. Landing I Floor: I q !� I 5/8 Plywood Flooring ; -Douible top header ? -2x4 wall framingat 16"on center ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ PERIMETER I I FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE 2.. (2)2X4 -2x6 Floor Joist at 16"on center -Single bottom plate I 2-2 6 H R.ABV.W/ -Double top header I POST -Seven 4x4 Pressure Treated Skids f - 15/332"Painted DuraTemp Siding I MINI 1 �"JACK STUD •BUILDER CONTRACTOR TO VERIFY CORROSION-RESISTANCE I I -Single bottom plate / I I 6 Doubleors it BEAI2IN EACH END „ COMPATIBILITY OF HARDWARE & FASTENERS IN CONTACT w I 2000 lb nso e indo - 15/32 Painted DuraTemp Siding / _ ____________________________.____ _.______ 2oD0.lb.__...__._.. Floor': 24"x3 "SliderVVindow PRESERVAITIVE-TREATED WOOD. CONTACT LUMBER & HARDWARE r- ----r----Anchor'------_- --'---"`"-------'-------------- -' \SECT I it Anchor, B SUPPLIERS TO COORD. B I -5 PI ood Floorin with s un rs •CONCRETE' DESIGN BASED ON ACI 318. CONCRETE SHALL ATTAIN THE ---------------------------------------------- ----------------------------- I yw ) g Kit 24 x36"Slider Window \! I -2x6 Floor Joist at 16"on center Floor: with Shutters + I I I FOLLOWING MIN. COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: -Sewen 4x4 Pressure Treated Skids -5/8"Plywood Flooring = . .......GARAGE & EXTERIOR SLABS ON GRADE 11 .. .. .. , f c 3 500 psi:P - _ 6 Cr sh d S on B s .6::Cru h� "5 on Ba - 2x6 Floor Joist at 16 on center f 60,000 s' eci t S. e. se=- _..,.:... ......:.......>.:.:..,'.,::...,.,...::_:..: :<... . ..;.,,.,..;,. .. . ,. ._ :'::....:. °;•`,- Seven 4x4 Pressure Treated Skids •ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS 10'-11 1`.5/16" 2' 11'-0 1/16" 16' + THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. 23'-11 7/8" -1 •FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 95% LIVING AREA COMPACTED FILL. 388 sq ft 16x24 Legacy MaxiBarn 16x24 Legacy MaxiBarn •DIMENSIONS BY OTHERS, BUILDER/CONTRACTOR TO VERIFY. M&K SND.-MAY 2012 r..........._.__._--_.....-_...__._....................._............_............................................_.._...._._... .,. ...._............_......................_._.._.....__ ................................_.._.._........_.__._.._._...............................,.........._........._._._.._.....__...................._._-...._..............................................................................._.._........... ........ : Sheds Unlimited Customer: Drawing Revisions ?Drawn By: Page No: Sheds Unlimited Customer: Drawing Revisions Drrawn By: Page No: Sheds Unlimited Customer: Sideview Revisions Drawn By: Page No: --- _.-- --....._........... - - -- --- -- -- _ ._..._..--"-'------ '- -'---- GENERAL STRUCTURAL NOTES 281 White Horse Road Floorplan !2x6 jsts, 5/8"ply floorng'Chris Stoltzfus 281 White Horse Road Frontview 2x6 jsts, 5/8"ply floorng Cthris Stoltzfus ^ 281 White Horse Road Sideview 1 2x6 jsts, 5/8" ply floorng Chris Stoltzfus (-- Rob Finora L Rob Finora Gap, PA 17527 Rob Finora scale Date: Ga PA 17527 Scale Da3te: Gap, PA 17527 Scale TRUSSES 24 OC P1 TRUSSES 24 OC P TRUSSES 24"OC Date: 165 Orchard Street 165 Orchard Street 165 Orchard Street •DESIGN IS BASED ON 2010 RESIDENTIAL CODE OF NEW YORK. -- Phone:717-442-3281 " " Phone:7 7-44 - 81 " 11 (Phone: 717-442-3281 1/4' to 1 12/28/2012 1/4 to 1 12�/28/2012 1/4 to 1 12/28/2012 New Suffolk, NY' 11956 I ! New Suffolk, NY 11956 New Suffolk, NY 11956 office@shedsunlimited.net office@shedsunlimited.net office shedsunlimited.net •WOOD FRAME ENGINEERING IS BASED ON NDS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. •DESIGN LOADS & ASSUMPTIONS: ROOF SNOW = 23 PSF (30 PSF GROUND SNOW, TRUSSES) Engineered Rafters 16"on Center-7/16 OSB Sheathing- 30 Year Architectural Shingles DEAD = 7 PSF T.C., 10 PSF B.C. LOAD DURATION FACTOR = 1.15 + 12 Engineered TRUSSES at 24" a 30 Year Architectural Shingles SNOW = 25 PSF (30 PSF GROUND SNOW, STICK ROOF) i �center LOAD DURATION FACTOR = 1.15 DEAD = 10 PSF 30 Year ArchitecturW!shin Shingles �-7/16"OSB Sheating - 9 FLOOR LIVE = 40 PSF co 12 I 30 Year ArchI ectural Shingles DEAD = 10 PSF (I-JOISTS & SOLID SAWN) j ® 7/16"OSB Sheating 7/16"OSB Sheathing r 28 ! 15 Ibs Felt Paper LATERAL 90 MPH, EXPOSURE B. SEISMIC A/B. Engineered TRUSSES at 24 Engineered TRUSSES �-center SOIL 2,000 PSF ASSUMED ALLOWABLE BEARING PRESSURE ! at 24"on center (TO BE VERIFIED BY BUILDER) CD 24"x36°sit er ind Iw �-6"'overhangs 8"overhangs _ FRAMING r GENERAL FI with shutters Attic Loft: - Attic Loft CO I -2"x,0"Joist at 12"on center At!.ic Loft: I -5/8 Flooring Plywood -e'x10"Joist at 12"on center f I1 1 p -2 x10 Joist at 12 on center •REFER TO IRC FASTENING SCHEDULE TABLE P602.3(1) FOR ALL I -Hurr;:.zne Straps each rafter i j -P8 Flooring Plywood -7"C.:;rhang IFlooring Plywood CONNECTIONS, TYP. U.N.O. I -Hurricane Straps on each rafter P I -Hurricane Straps on each rafter p •ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS, -2x4 wan framing at 16"on center I 11 U.O,N.: -2x4 wall framingat 16 on center 11 01 Sd COIL NAILS: 1 3 4" G 0.LONG, 092" � SHANK FULL LL -2x4 wall framing at 16 on center , Double top header 2- X6 HDR'.AB .W ® 9 / -Double top header -Double top header HEAD ! -Single bottom plate ,I MI .1'Z'JACKTU _Single bottom late I 8d iCOMMON NAILS: 2 1 2" LONG, 0.131" 0 SHANK, FULL HEAD p !� BARING EACH EN g P -Single bottom plate / - 15/32' Painted DuraTemp Siding ! 15/32" Painted DuraTempSiding I 12d COMMON NAILS: 3 1 4' LONG, 0.131" 0 SHANK, FULL HEAD a"x s'Slider Wi dow 2aI'x3s'slider Window g - 15/32"Painted DuraTemp Siding / With Nutters', with Shutters I •EXT. & IN7. BEARING WALLS SHALL BE 2x4 OR 2x6 AS SHOWN ON Door with Floor: j PLANS ® 16" O.C. SPF "STUD" GRADE LUMBER, OR BETTER, U.N.O. ran o e -5/8" Plywood Flooring Floor: ) Ind s Floor: WALLS OVER 12' TALL SHALL BE PER PLAN. -2x6 Floor Joist at 16"on center -5/8 Plywood Flooring 5l8"Ply wood Flooring •ALL -Seven eEx4 Pressure Treated Skids - •?_x6 Floor Joist at 16"on center - MEMBERS SHALL BE HEADERS BEAMS & OTHER STRUCTUR AL 1F ;.:...::.:. . I -2x6 Floor Joist at 16 on center . . • __._ .. 6_ ru had Stone 1-a e HEM FIR 2 HF LUMBER OR BETTER. + :. . -Seven 4x4 Pressure Treated S •ds ...... ...: . ...: .,,.'"••:''• �•'�'6.•.Crushed Sf4rie;B�se .- , • ' •- : _.� ::;;: :.-..: ,.6 .Crush d St ne Sase:..::'r.: :.::.:..::.::::.:::::..:.:.: ::::.:: - " - �' ' " - •• ' �°'- :;,";� •�;',;;•�� -- ~ �• Seven 4x4 Pressure Treated Skids ALL NON BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 4'-0 3/1611 2 3'-11 11/16" 2x 'STUD' GRADE MEMBERS SPACED @ 24" O.C. (MAX., U.N.O.) 16' 2000lb 2000lb . HEADERS IN NON-LOAD BEARING WALLS SHALL BE: 16x24 Legacy MaxiBarn 16x24 Legacy MaxiBarn Anchor Kit 16x24 Legacy MaxiBarn Anchor Kit (1)2x4/6 (2)2x4/6 FLAT UP TO 8'. FLAT ® OPENINGS UP TO 4', Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: Sheds Unlimited Customer: Drawing Revisions Dralwn By: Page No: Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: •ALL FRAMING LUMBER SHALL BE DRIED TO 15% MC (KD-15). 281 White Horse Road Gableview 2x6 jsts, 5/8"ply floorng Chris Stoltzfus 281 White Horse Road Sideview 2 2x6 jsts, 5/8"ply floorng Chiris Stoltzfus 281 White Horse Road Framingview 2x6 jsts, 5/8"ply floorng Chris Stoltzfus •ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: Rob Finora " Date: Ga PA 17527 Rob Finora Scale Datce: Ga PA 17527 Rob Finora scale " Date: • 'LSL' - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi Gap, PA 17527 Scale TRUSSES 24 OC P1 TRUSSES 24 OC P1 TRUSSES 24 G;✓ 165 Orchard Street Phone:717-442-3281 165 Orchard Street , 165 Orchard Street 1/4"to 1" 12/28/2012 p P P Phone: 717-442-3281 New Suffolk, INY 11956 1/4 to 1 12/28/2012 New Suffolk, NY 11956 1/4 to 1 12/,28/2012 Phone:717-442-3281 New Suffolk, NY 11956 • 'LVL' - Fb=2600 psi; Fv=285 psi; E=1.9x10"6 psi office@shedsunlimitled.net office@shedsunlimited.net office@shedsunlimited.net •FACE NAIL MULTI-PLY 2x BEAMS & HEADERS W/ 3-ROWS OF 10d NAILS 0 12" O.C. STAGGERED, APPLY NAILING FROM BOTH FACES 3-PLY OR GREATER. UTILIZE 2 ROWS OF NAILS FOR 2x6 & 2x8. 24'-O" Job 12563-shed,Wraki/RobFinors13ORIGAMFFV16/30412 THSMO PREPARED FROM MI-ER INPUT(LOADS&DIVEN31ON5)S11BMITTEDBVTR"SSMF. •ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD & (1)2x T°p°IMrd.4SP210M20E r:mmm,I rc,c WW 2,5,•' - LATERAL BRACING & SHEAR WALL KING STUD, MINIMUM. B°I"wd2-15PF31o0It,E BC DL-50 p,1 •PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS We0°W SPF 21001-1.5E 120 mph MW 15 DO a mean lgt,ASCE?-0.CLOSED tld,.Leak°•ny-,hreal.CAT II,E%P C. TC a-50 W. D.�A� -W1W10D"D'r�.e�.M�.�D,3'°1°h°,pM� w�. 1- W� FRS .� DaGR�RO„°°E�. SHEATHING SPECIFICATIONS CONTINUOUS TO FND. BEARING. BLOCKING TO MATCH POST ABOVE. WAMISOM ND'F-10atllNdit DO `"'..W. -mom°°`"°�°°'�'°°�'R°°°""°"'0fS D.�L,",m.Ml"2°°N•.�U150..I�dG,�phu••F.I."«f. M1 14I.SD 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16 13' 13' 7' 7' 7' 30 Year Architectural Shin les / W',aR.,"sla"Cna'uFw,amu'ais°'ee'hwDAarv,G'""ipI'e Eebwt"n 00nlr3tlCr Spegal raro must Ee MkIn CIFInY SiMknB.,MPp„IB TI d igmd la WW !M WE.b mPf=Epp DO 9 ••'•'BEARING ANALOG MODIFIEDI""' ► T. ' THIS MODEL HAS BEEN ENGINEERED TO RESIST FLOOR FRAMING (WHERE APPLICABLE) ;-2'8"�-5'4"--}--5'4---i-2'8---I I `D 7/16"OSB Sheating i r NI ' ' �� �'� �`` ' `�T`' LATERAL FORCES RESULTING FROM 12 `° Engineered TRUSSES at24"O.C• DATE' /� e.P _ . 120 MPH WIND SPEED, EXP. C 2x FLOOR JOISTS HAVE BEEN DESIGNED TO MEET OR EXCEED L/360 -a3X44X4 = '1'� j 5/8 Flooring Plywood ' /_ �' & SEISMIC CATEGORIES ALB. LIVE LOAD DEFLECTION CRITERIA. /4X4�3X8 `3X1.4X4 4O(Al) 12 n F E E ... '.L. '�.: '`� `:_ _. �3X4(A -I- �„3 2x10 FLR.Jst. at 12 O.C. ! - *TYPICAL JOIST HANGERS (U.N.O. ON PLANS): NOTIF ' E:..iLf2 f,c p /qY?`(M `C AY THE ENGINEERED DESIGN WAS COMPLETED PER SINGLE PLY: SIMPSON LUS210 Q,1.32 \0 T 1 28 SIMPSON 765-1 2 8 To-r r' I( DOUBLES: SIMPSON LUS210-2 12 ccI T o I - H3 HURRICANE TIE c 2009 IBC (SECTION 1609) & ASCE 7-05, 1z 0> > b o FOLL NG i • PAC-(! i t 3D D ib -; ON EACH TRUSS AS PERMITTED BY R301.1.3 OF THE 2009 IRC. •FLOOR SHEATHING SHALL BE 23 32" A.P.A. RATED 'STURD-I-FLOOR' aI 1. FO NDATI N- + _D 3' 1" ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND 24" O.C, [EXPOSURE I (OR APPROVED EQUAL) WITH TONGUE AND 1114X8 1114 1 0 2X4 PLATE FO POURED CON r� _1i_ GROOVE EDGES. FASTEN TO FRAMING MEMBERS W _17l II I 2. RO H-FR ING,PL %IBING. DETAILED HEREWITHIN, IS ADEQUATE TO RESIST / GLUE AND 8d 11, - 15'S" 1X6 FACE BOARD THE CODE REQUIRED LATERAL FORCES, AND COMMON NAILS ® 6" O.C. PANEL EDGES & ® 12" O.C. IN FIELD. I �� DOUBLE TOP PLATE11 DOES NOT NEED TO CONFORM TO THE 18' PRESCRIPTIVE PROVISIONS OF SECTION R602.10. ROOF FRAMING I �� I I g" --- FINAL-CONSj8U-CdtON &ELECTRICAL I=I'�4'6"7-.�{--i�-�2'11"7+"'�,-�I---4-5"8�'.I�I li .--)0 I I 7 " I R-1002#U=184#Rh=295#RL=2921-297#W=3"8 c° Z`"� ; ; 2x4 wall framing at 16"O.C. ,LL CONSTRUCTION SHALL MEET THE EXT. WALL SHEATHING SPECIFICATION 'ROOF SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING 24/16 ' Cr^ I 1r nr (Rigid Surface) O LJ.1 I IH _ REQUIREMENTS OF THE CODL.�OF NEVJ I EXPOSURE, 1 (OR APPROVED EQUAL). FASTEN TO FRAMING A:LM��RS W R=1007#U=184#Rh=-7295#RL=2971-292#W=3"8 I I 15/32"Painted DuraTemp I „ „ LEFT P.AKC=9-B (Rigid Surface) RIGHT RAKE=B"8 (2)2X4 �Z ; I Siding 0 ORK STATE. NOT RESPONSIBLE FOR I�,�° j •7/16 OSB OR 15/32 PLYWOOD: 8d COMMON NAILS ® 6" O.C. PANEL EDGES & @ 12" O.C. IN FIELD. LEFT JIG=1'9"8 RIGHT SCo=13 (� x TAG=T1 SEAL-0.225 PLT TYP WAVE "w.-"o.=.�,"m„",:,.a:".Am Ory"19 7fOTAL=19 REV.12 03 03 0225.14 SCALE=0.2259 POST `r ,'-O" m�-,Mrwlu+r,'iun„",?„„muw,„a TDAy to„TRA�ron„„py0„p t„,N,TMwIn. TC LL 30.Opsf REF I I IDESIGN OR CONSTRUCTION ERRORS. 00 I FASTEN SHEATHING w/ 8d COIL NAILS 0 3" O.C. AT •FASTEN EACH ROOF TRUSS/ROOF RAFTER TO TOP PLATE W/ (3) 8d '.�.-n'-hE••-.""•'"4,�i.`�",1':0 '« TC DL 10.0 sf DATE os21m13 ecDL ,o.oPsr DRWG j 5/8"Plywood Flooring j EDGES & ® 6" O.C. IN THE PANEL FIELD. TYP, TOENAILS © ALL BEARING POINTS. 16 -0 24'-0" I U.N.O. 8CLL 0.0psf I 2x6 Floor Joist at 16"o.c. • -, �?tI ��, Totto. 50.Opsf G,ALEN. ,e , i i r, r •PROVIDE HORIZONT2X SOLID BLOCKING AT ALL METAL HANGERS SHALL BE SPECIFIED BY THE MANUFACTURER, U.N.O W: DUR.FAC. 1.15 JOB 18 -O" :ETAi�I STO_RNf WATE ' (WHEN APPLICABLE). �.:.s .- .. .�RN"R,NA , I R Rvi'.'Gt r � ,>•- °, .-v- - SPACING 24.0" rypE GBRL - I I Seven 4x4 Pressure UNSUPPORTED PANEL EDGES OF ALL EXTERIOR WALLS. SIMPSON LS9O CLIP I I treated Skids URSUANT i O CH t'1 ER 236 i •ROOF TRUSS SHOP DWGS. SHALL BE SUBMITTED TO ARCH & ENG. FOR PDF created with pdfFactory Pro trial version ww'w.pdffactorv.com Y JOIST OR EQUAL I I A - I , �/� � 0 V O I ST ( I Tnlhfhl *ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 1 -O, Q CORNERS (TYP.) ` AND ARE CONSIDERED SHEAR WALLS. *ERECT AND INSTALL ROOF U TyP FRAMING � /r, I N/-� TRUSSES PER WT A & TPI S BOSI 1-08 /y V "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF - Lx � - - - - - -- -111- -_--_ - - - - - - - - - - - - _ - �,i ul - - - - - - - - _- - - - - -- - - -_ -- _- _- - -- - - - I- - �--�- = �= _ _ _-- _ _- - - GE NAILING 'I I_I I_I_I I- I-I I.I-III-I I- -III-I I I_I_I I_ _I_ ._ I- 1-u 1'111-111 �I I-III-1-111-III-III-,-I 311-11 _III-11 III-111-III-ill-III-III-III-III-111_I I.I I I_I I I_I I I_I I I_I I I-I I I_I I_I I I_I I I-III-I I I_111_I I I_I_I I I_I J_I I I_I I-_ _ _ _ _ _I -_ _ - �? - „ _III_(I _I II_III_I II_I II_I II_II_ I I I I I I I I I I _I _III_ I I I III I I III II_II- - - _ I I I .II III III III III I. III- IL_III_II-III-�-III-III_ill-I I I_JI_I II_III_II III_II _.I I_ -: - -:-::-:-��-�:-I-��,-, -::-:�-���-��-�II-�::-: -:-::-: -::,-� - :- - I-,:,- --� - -I ���I:-T- -I�- -:: :I-�II-I�-�I�-I�-:I�-�::-I��-:I:-I -:I-: -:�--:I�-I:I-I --II:-I:--I�--::-III-:::-II- ��-,:�-I�I-III-:�:-I -,::-::-::-�:-::-:�-::-::-:I-::-::-I::-�::-I�-��:--I�I-II:-I: -�:-t:-II METAL PLATE CONNECTED WOOD TRUSSES. PLAN SECTION A � •AT DESIGNATED AREAS - FASTEN EXTERIOR WALL M&K smD.-MAY 2012 SECTION B SHEATHING w/ 8d COMMON NAILS ® 3" O.C. AT EDGES 1 -0 & 12" O.C. IN PANEL FIELD. PROVIDE WFOUNDATION Simpson Strong-tie HORIZ. BLOCKING AT UNSUPPORTED PANEL EDGES. / Titan HD %"x 8" � , �,,s i,.., : , : � HEAVY DUTY SCREW +..1 ��.�m.. �-`Js"���U 1 ,s `",,"4 OPTION 2 ANCHORS (SKID TO FND.) §§ ^, w �'i �. 4" CONCRETE SLAB Model No.THD50800H �-1 ., I a NOTES p [� ( �s F OF Nor ; � 9/ (ICC-ES ESR-2713) , �a I •ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED � . ® 6' O.C., MAX. 12" FROM 1F �' r�'{�T i s,."e'�`, ," TO STUD FRAMING. (fit < CORNERS, AT LEAST (2) ; 1 •ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES JUN ANCHORS PER SKID SECTION Ilj�,wF ;r jaq r i FASTENED TOGETHER w/ 12d COMMON NAILS ® 8" O.C. �1 • PROVIDE (12) 12d COMMON AT EACH LAP SPLICE, (6) �' - 4"3500 PSI Conc. Slab Bt.!)G, fiEPT. `� 0 EACH SIDE OF JOINT. >� Q 6 CRUSHED STONE BASE TOWP'!0 SrIUiiIOLD I' + s�'�ti,itie' C�n,1��1 (artL'� JkL4'n1wfC��� �.11�t1 tr c _ch��