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HomeMy WebLinkAbout41779-Z p�g�ffO�,�CoG Town of Southold 5/17/2018 y P.O.Box 1179 o - �' 53095 Main Rd p4,,,yC� aSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39648 Date: 5/17/2018 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 1420 Village Ln, Orient SCTM#: 473889 Sec/Block/Lot: 24.-2-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2017 pursuant to which Building Permit No. 41779 dated 7/3/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT" SECOND FLOOR ROOF DECK TO AN EXISTING ONE FAMILY DWELLING PER LANDMARK APPROVAL AND ZBA DECISION#7056, DATED 06-15-2017,AS APPLIED FOR The certificate is issued to Peyser F M III&J M Liv Trust&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED th ed Signature TOWN OF SOUTHOLD �� coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE _ oy o� 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#: 41779 Date: 7/3/2017 Permission is hereby granted to: Peyser F M III &J M Liv Trust &Ano. Attn: Mary Van Nostrand 25 Evergreen Ln Underhill, VT 05489 To: legalize "as built" second-floor roof deck to existing single-family dwelling as applied for per Landmark &ZBA approvals. Additional certification may be required. At premises located at: 1420 Village Ln, Orient SCTM # 473889 Sec/Block/Lot# 24.-2-6.1 Pursuant to application dated 1/5/2017 and approved by the Building Inspector. To expire on 1/2/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $614.40 CO -ADDITION TO DWELLING $50.00 Total: $664.40 Building Inspector 't9^ "x' _ r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL y .k 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. . Final survey of property with accurate location of all buildings property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date._ 01104, 117 New Construction: Old or Pre-existing Building: (check one) Location of Property: V/ Y)_ 71 House No. Street JHarWet Owner or Owners of Property:_r Suffolk County Tax Map No 1000,Section 2 Block CP Lot C Subdivision Filed Map. Lot: Permit No. �'] q Date of permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted:$ Applic t Signature ` ` F so �o�a0 UIyO<o * TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULA/T�ION FRAMING /STRAPPING FINAL Hl `F" At� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:, Q V7�)v rri2v— DATE 1 INSPECTOR k It O FMLD VSP4 QN 1�E 'O x A CMI+ S F�UNDATION(1ST) w .. ....} .q.. .MLwP.......... . + 0 F5 4 F.0= ,TION (2m) "' •`� ROUGH FP,&NnNC�& . y INSULATION PBA N.Y. STATE ENERGY dom, r r FINAL TI' t ' MM 1 31 r i •,TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 'iBUILDING 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y S.D.E.0 Trustees C O.Application Flood Permit Examined 1,5 20 Single&Separate -14 Storm-Water Assessment Form Contact: Approved 20 Mail to. ' �r= ccA&zhme-rz-- Disapproved a/c Phone /- Expiration 20 (( BID i g Ins ctor l APPLICATION FOR BUILDING PEniviii x Date © O ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or R�t' buildings,additions,or alterations or for removal or demolition as herein described.The D a Pmtol thrlaws,ordinances,building code,housing code,and regulations,and to admit ising for necessary inspections. JAN 5 2017 (Signature of applicant or name,if a corporation) BUILDING DEPT. (Mailing address of applicant) w1wWAglaugmer,lessee,ag t,architect, gineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet q County Tax Map No. 1000 Section Block 00- Lot 61 , 1 Subdivision Filed Map No. Lot iy 2. State existing use and occupancy of premises anj intended use and occu ancy of proposed construction: a. Existing use and occupancy t;9//U r �f>'/L11 � S. b. Intended use and occupancy ����,� � 7"U0 ac-`G 3. Nature of work(check which applicable):New Building Addition �<_Alteration Repair Removal Demolition Other Work PIC C (Description) 4. Estimated Cost 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,commerc ial ormixed occupy ,arnccy,/spec' nature and extent of each type of use. 7. Dimensions of Z structures,iif aVny:Fr/ roont Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories Stories 9. Size of lot:Front Rear`U Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated F 4- 12. 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NOWill excess fill be removed from premises?YES VN 14.Names of Owner of premises G 9 Address Phone No. 6(G (7— Name ZName of Architect .S �4 e f T 2- Address Phone No S Name of Contractor N d C. ,ic Address Phone No. 3 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NOV__ *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 on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) ss:K COUNTY OF <r Fd X 4 ZCj6�� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contr t)above named, CONNIE D.BUNCH (S)He is the C Notary Public stat®of New York No olitialsaw (Contractor,Agent,aorporate Officer,etc.) qualpry9d In Suffolk County Commission Expires April 14,2­t-av 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 day of J U 20LI L4)11 A-7,110 A /p6u/\- /&�­- /�Z�� Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19,2017 TO: Mark Schwartz(PeyserBlack) 375 Fisherman's Beach Road Cutchogue,NY 11935 Please take notice that your application dated January 5,2017: For permit to legalize an as-built second floor deck on an existing single-family dwelling: Location of property: 1420 Village Lane, Orient,NY County Tax Map No. 1000- Section 24 Block 2 Lot 6_1 Is returned herewith and disapproved on the following grounds: The as-built construction, on this non-conforming 25,436 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states;non-conforming lots,measuring between 20,000-39,999 square feet in total size,require a rear yard setback of 50 feet. The as-built deck has a rear yard setback of 35.1 feet. In addition,the construction is not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town, New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code, pertaining to Landmarks (Local Law No.22)are met, a Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the information counter in the Building Department. N ___ Au ed Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark,ZBA r c BOARD MEMBERS ®� 50 Southold Town Hall Leslie Kanes Weisman,Chairperson ��_ ® 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 5:6 ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l''COU Southold,NY 11971 http://southoldtownny.gov D D ONING BOARD OF APPEALS 2 TOWN OF SOUTHOLD JUN 2 0 2017 Tel.(631)765-1809 •Fax(631)765-9064 RECEIVE® BIDING IMMINGS,DELIBERATIONS AND DETERMINATION '¢ Ip j`� apk' TONVN OF SOUTHOLD MEETING OF JUNE 15,2017 fUN 1 0 " ZBA FILE 7056 %uthold Town Clerk NAME OF APPLICANT: Leslie Black FM and XY1 Peyser-Living Trust PROPERTY LOCATION: 1420 Village Lane, Orient NY SCTM#1000-24-26-1 Dq,�.'L , 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 13, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 25,436 sq. foot parcel that can be described as a flag lot in the R40 Zoning District. The parcel measures 177.60 feet along the westerly property line, measures 125.42 feet along the northerly property line,measures 171.87 feet along the easterly property line, measures 153.40 feet along the northerly flag pole portion of the parcel, measures 16.02 feet fronting Village Lane on the easterly property line and measures 277.60 feet along the southerly pfoperty line. Further research reveals that the flag pole was created with a covenant granting right of way and easement from the property owner that shares the easterly boundary line. The property is improved with a two story framed house with a stone patio and front wood porch, as well as an accessory framed garage as shown on the survey prepared by Nathan Taft Corwin I11,L.S., dated December 9, 2016. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's January 19, 2017 Notice of Disapproval based on an application for a permit to legalize an "as- built" second floor deck attached to a single family dwelling; at: 1) less than the code required minimum rear yard setback of 50 feet; at: 1420 Village Lane, Orient,NY. SCTM41000-24-2-6.1. RELIEF REQUESTED: The applicant requests a variance to legalize an "as-built" second floor deck measuring 12.3 feet by 21.9 feet which replaces in kind a previous deck having been in disrepair. The as- built deck has a rear yard setback of 35.1 feet,where Town Code requires a minimum rear yard setback of 50 feet as shown in Site Plan and Floor Plan prepared by Mark K. Schwartz, AIA dated January 3, 2017. 0 a Page 2, June 15, 2017 #7056, Black-Peyser SCTM No. 1000-24-2-6.2 ADDITIONAL INFORMATION: As requested during hearing testimony, the applicant submitted to the Board a Certificate of Appropriateness issued by the Historic Preservation Commission approving the as- built deck. Furthermore, the applicant was asked to research other similar rear yard setback variances in the area that were previously approved by the Board of Appeals. In response, the following were submitted by the applicant: File #2738 dated October 9, 1980 in which the applicant was granted a 45 foot rear yard setback, and File#4533 dated January 22, 1998, in which the applicant was granted a 28.6 foot rear yard setback where a 35 foot minimum was required by code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1,2017 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(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. According to testimony and historical photographs submitted by the applicant's agent, the new as-built deck is a replacement in kind of a deck that existed prior to 1927. Additionally, the Historic Preservation Commission issued a Certificate of Appropriateness granting an approval for the as built deck. When researching comparable variances issued in the area, it was determined that two variances for year yard setbacks were granted in close proximity to the subject parcel. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house already exists with the current non-conforming rear yard setback. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 29.8%relief from the code.However, the deck is a replacement in kind of a deck that existed prior to zoning and it does not affect the footprint of the dwelling. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has/has not 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a replacement of a second story deck 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 Acampora, seconded by Member Dantes, and duly carried, to Page 3, June 15, 2017 #7056, Black-Peyser SCTM No. 1000-24-2-6.2 GRANT the variance as applied for, and shown on the Survey prepared by Nathan Taft Corwin III L. S., dated December 9, 2016 and As-Built Floor Plan dated January 3, 2017 and As-Built Elevations dated March 30, 2017 both prepared by Mark K. Schwartz,AIA. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The as-Built second story wood deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 ofAppeols. 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) Dante, Goehringer and Planamento and Acampora. This Resolution was duly adopted (5-0). Leslie Kanes Weisman Chairperson / Approved for filing / / �� /2017 ��o�osu�Foc�-�oGy H James Garretson,Chairperson � • Town Hall Annex Anne Surchin,Vice Chair �lQ! �.a0� 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION #4.18.17.1 April 18, 2017 Certificate of Appropriateness RE: 1420 Village Lane, Orient, SCTM# 1000-24.-2 - Owner: Leslie Black(Peyser Family Trust) 6, 1 RESOLUTION: WHEREAS, 1420 Village Lane, Orient,NY is on the Town of Southold, New York State, and National Registers of Historic Structures/Places, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application to legalize an"as built" second story deck on an existing single family dwelling was submitted to the commission on January 5, 2017, and WHEREAS, a public hearing was held on March 21, 2017; and on April 18, 2017, and; WHEREAS, amended plans were submitted, dated March 30, 2017, and; NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application and plans has met the criteria for approval under Section 170-8(A) of the Southold Town Code and, BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Webb SECONDER: Commissioner Parker AYES: Webb, Parker, Grathwohl, Garretson NAYS: Harper, Surchin RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commissio eTlSigned: Damon Peter Rallis,Application Coord' oricPreservation Commission Date: o � ca $ W James Garretson,Chairperson Town Hall Annex Anne Surchin,Vice Chair 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant CERTIFICATE OF COMPLETION May 16, 2018 Leslie Black (Peyser Family Trust) 1420 Village Lane Orient,NY 11957 This letter is to certify that you have completed your project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with your Certificate of Appropriateness, issued on April 18, 2017. D Should you have any questions, feel free to contact me at the number above. Sincer ter Rall s Application Coordinator Southold Town Landmarks Preservation Commission FQ(�-�1� James Garretson,Chairperson Town Hall Annex Anne Surchin,Vice Chair 54375 Route 25 Donald Feiler W PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper �Ol .�`b Fax(631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Application Coordinator Town of Southold Historic Preservation Commission I have reviewed the enclosed application and determined the following action to be taken: Exempt: Administrative Permit Required: Public Hearing Required: V Notes: r-I i s ST rZ u G+ v 1Z L. %. ,5 V i S i E K-7 Signed: LAJ "�"�'`-- Date: U M TOWN OF SOUTHOLD HISTORIC PRESERVATION APPLICATION Meetings are on the third Tuesday of the month at 3:00 pm in Town Hall, 53096 Main Road, Southold, NY. All applications must have a representative at the hearing in order to be re- viewed. Questions? Call Historic Preservation Commission (631) 76.5-1800. Date: Property Address: Owners Name: Sections of local laws authorizing review by the Historic Preservation Commis- sion of proposed work on designated town landmark properties are in Chapter 56 of the Southold Town Code. Categories of Proposed Work X Repair 0 Storm Windows & Doors 0 Alteration 0 Additions & other 0 Painting new construction 0 Roofing 0 Signs Please attach a detailed description of the proposed work to the application. At the earliest stage of planning of the proposed work, the applicant should contact the Chairman or Secretary of the Commission in order to establish a dialogue of the proposed work. I understand and agree that no work on this request shall commence until written approval has been given by the Building Inspector if a Building Permit is required. Owner's Signature: e-rvz 6 B C le—, Note: Applicants should review Commission� Standards before planning work to insure that the application conforms to these requirements. 1. APPLICANT Name: Address: P a fox' 1047. L64C�l Al, V J2,1 Telephone/email/fax: V6 2. PROPERTY Owner's Name: sa. Address: Telephone/e-mail/fax: 6`a .���- Q�2 a Tax Map Number. .2 — e6./ Date Acquired by Current Owner: Status: Local Landmark ] In Local'Landmark District ( ) On National Historic Register or in NHR Dist. () Use: Current: .PSS'/1»iV,?-lgL Proposed: 3. PROPOSED WORK Scope of Work: 0 F/ac le AE c G O f'7-1TG.PY //4 US;E f,2ACU� IVAE f.�iV -649ZZl'-LLY - Reason for Work: O,P/G!/,4Z I CRC WAY Architect/Engineersl,�,�'/cSC'�y1�J,r�i�TL 414 Contractor: Construction Schedule: APPLICANVAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplQyees,The WMgse of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same_ YOUR NAME: j f/(W AZ-L Q. k1 kM CAC (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as s a company.If so,indicate the other person's or company's name) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance. _ Tmstee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) L/4N1__jgQ?,JC f��l//�T dJ✓ Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Sbuthold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%ofthe shares. YES NO C If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agendrepreseutative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 4 day ofL7 Signature— PrintName Form TS 1 FOR LPC USE ONLY I have reviewed the enclosed application and determined the following action to be taken: Exempt Administrative Permit Required Public Hearing Required Sign IN Date "� .F. ® �s 1j r � �. � � .` f" a _ k :,tea t - v .r r d� —w, ..n LA t ��f �4 7` 11 q y -.�,• .�-""`�"�" -,�+.,�,p ' �^-rs�.f�' „� t f �'4'"• .rte '�. >�`1� •.ic'C �-' �#� - , C '�" ��#�-�• T rte•, ley q � ,�+'���Y�� �\ ywe� t � Y� .yam. .� �- �.:'�ti �: ^��� �• t _ Y f�,�� :' �/, �1 Li'l;� L N. 1 I _. ..�.. ��f ..� .� �. �_ `� ��r+. psi.,.. ._ - �A'•s]i � ...t• .��'.,. A ` w j_ tL 7 1 iicfi Owd S i R �4 .i 3 { a x PP r` i Al AW o� f _ 2 i ". r ,• � t jw /Q 6 G �'�a Scott A. Fussell ° �� ST0]KMWA\`]F)E)R,- SUPERVISOR AMIA NA\G]E LENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 -ill Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOZES T H'S 1PROJ ECE INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®LrA-71C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on-FIR-M-Mag of-any-watercourse:-- - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design rofessional, -tractor,Other) S.C.T.M. #: 1000 Date: District NAME- L C L(/ —z LUZ �J; OSection Block Contact Informat�Information- Gs�am FOR BUILDING DEPARTMENT USE ONLY J 7 reied� �mmrr• - - — — — — — — — — — — — — — — — — Reviewed By: Property Address/Location of Construction Work: _ _ _ _ _ _ _ _ Date_ — MApproved for processing Building Permit. Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 CpHc Fp�Np 64 4S' SURVEY OF PROPERTY 40,' F UT�ILL SI T UA TE ORIENT %( TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S. C. TAX No. 1000-24-02- 6. 1 wopp res SCALE 1 "=20' a9s �N°F c 4?' DECEMBER 9, 2016 G \? O O '� N� 46 S• aHp F0� p zag�Fc� rye' d FR 6' `S. yon 20,, 113k e-- ! 'sA. OgRgGF �� Fay o��N�F '07 F AREA = 25,436 sq. ff. 0.584 ac. 3g p• p RF h NC...• :.. 16. '190 41 0.1� h 1'` v�O• ss ° ° d °••d• •° •a�'PS•' J��O F .l�Q O' G G. .. • °• o�� v To�FA lC °tip+, 9�ca 9 1" : '°'4' �§ Gerry p Ilk? tioGs c� ' ' 711 j� 2FiecF �/ 6,S("0.41 �F �` ti °' ° '° A� A a ?F�N 6 SO Axys � C� k6 Cb,(/•� de �. '�`' � Nom• N 60. 4 0 • :° Q d UNAUTHORIZED ALTERATION OR ADDRION TO THIS SEOF CTION 7209 OFSTHEN EWTION YORK STATE d ' �( °• °a \ � Q EDUCATION LAW. �Q� COPIES OF THIS SURVEY MAP NOT BEARING ° ~ / EMBOSSED SEAL THE LAND SHALL INKED BE CONSIDERED a G° °: ,a < • TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN QMpNp ,3 7 SNBEHALFHTHE SURVEY ° PREPARED, AND ON HIS O TH TITLE COMPANY, GOVERNMENTAL AGENCY AND �T� ° N° LENDING INSTITUTION LISTED HEREON, AND Ad N Ory TO THE ASSIGNEES OF THE LENDING INSTI- O�/Q ./, d 6'00 �ry TUT1oN. CERTIFICATIONS ARE NOT TRANSFERABLE. AA : 04 �O ° d f� N " ° 00', 7 THE EXISTENCE OF RIGHTS OF WAY jAa °�Q �/ (T/^) ANY, NOT SHOWNTAREFNOTCORDGUARANTEED. 1S'Qcj g / X, e i ° Q' p •C. PREPARED IN ACCORDANCE WITH THE MINIMUM o ° STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED 9( :. FOR SUCH USE BY THE NEW YORK STATE LAND "' a FSTaNF ORr� .e' Q� a� , �f�' TITLE ASSOCIATION. ° Ary TVA0'P)d'VS1U G , //y�,am� (0• N.Y.S. Lic. No. 50467 \�N ° " Nathan Taft Corwin III 60 Z82' °� . A Land Surveyor U° .!,'•�O Jim ° ` "` G •' ' Successor To: Stanley J. Isaksen, Jr. L.S. Y Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout a PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 "P 644°°�N° °�'� %� SURVEY OF PROPERTY S w 40•, h'ILL SITUATE ORIENT TOWN OF SOUTHOLD s00�-o SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-24-02- 6. 1 1?S SCALE 1 "=20' DECEMBER 9, 2016 F�oNC 640 o N 4 06' O •e�zk ,o R,q,y �,• 0 6 �0�, 04 R4 F ojNCE '01 F AREA = 25,436 sq. ft. cF CgF�Np 0.584 cc. s°, SSP °Nc`'Y .s, 1 0S ��� s. d.• 2J^ O6 00 s a •. ryOap Final ldg Dreviiewed documeept copy from nts 'V s�o C P9 'y, y P p d e,d. 0 4 Q N' Rf �'1j�G,'f *_-0 ZBA FII # OcS(o o°0bT q 'o �g e c� �j � � � • �o� 'Pe N fq C,k. LA'S oG 'F 64 e �jS Aft A 5��� dFeN 6 0� JW BOO d. /y a e Oa . 02 •e '.I� e J�0 � �� O � U 40JV2, e • :�• 3�0 y~�,� 7 0h'CFQy�. :y, A,0 ,. .. N 1600 o vv 00 01 d '�a ea UNAUTHORIZED THIS E SURVEY ISAT10N OR ION VIOLATION ON OF TO SO(Ir d • ! e I (� �J\ O�Q` EDUCATION 2LAW.09 OF THE NEW YORK STATE R91� peNCF •' e• e•d 2c 3' e9\ COPIES FTHIS SURVEY MAP NOT SURING SURVEYOR'S INKED SEAL OR THELANDV •' . . �i"� / EMBOSSED SEAL SHALL NOT BE CONSIDERED A t TO BE A VALID TRUE COPY. e •' • 4e ;d �` CERTIFICATIONS INDICATED HEREON SHALL RUN �Q°V ONLY TO THE PERSON FOR WHOM THE SURVEY•; oNC °Uyp , IS PREPARED, AND ON HIS BEHALF TO THE O e ,, ypN. v O TITLE COMPANY, GOVERNMENTAL AGENCY AND •f'� �° •' �/ 0.41 ry LENDING INSTITUTION LISTED HEREON, AND �'� • A, 0� TO THE ASSIGNEES OF THE LENDING INSTI— A, d • 'V R ',�', TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. AOlYY/° 60a c� 7 • • 04, � THE EXISTENCE OF RIGHTS OF WAY • �j� AND/OR EASEMENTS OF RECORD, IF 04 4, / �/`rJ ANY, NOT SHOWN ARE NOT GUARANTEED. g • ei Ty /���47 • e a • tP C?��ILl PREPARED IN ACCORDANCE WITH THE MINIMUM ° • o� BY STANDARDS FOR TITLE SURVEYS AESTABLISHED AND APPROVED AND ADOPTED •: • 6�� TEASSOCI FOR SUCH USE BY Thi NEW YORK STATE LAND d °NF pR� " •• a ,� Xs.OF kEk$'\ �y1AF- �'0 e Ary ^ �•{_ �• /� V 01 C-7 4 41 0 (o• \ d , M� ►� 1 N.Y.S. Lic. No. 50467 ,d • ,. . o 4° J ,• SRF �NCF ' . . '�(kc' :,.. :• . . Nathan Taft Corwin III •60 ' Land Surveyor o�o Successor To: Stanley J. Isaksen, Jr. L.S. ?u• Joseph A. Ingegno L.S. ° o°, • ,� > y Title Surveys — Subdivisions — Site Plans — Construction Layout a �y PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 RISMONS: _ __ ___ _____2- --__=________ ______ _____ .DISAPPROVAL -------- ------ -- ----- --- a BOLT GIRDER TO POSTS (Z 2X6 GIRDER (MIN. 3/R'THRU•BOLTS .) a w/WASKHERS AND NISTS, GALVANIXEDORSSa tp2 INSTALL 42h RAILING � (BALUSTER SPACING PER CODE) CV 5/4X6 DECKING (TYPICAL) EPDM TO BE INSTALLED MRIP13 H UNDER DECIONG(OVER ROOn. LEAD COATED COPPER RASHING TO BE INSTALLED ALONG PE;UMErF AND INTERSECTION WITH WALL (MINIMUM P UP SIDE WALL) EXISfI G a � a0C � V �o PARTIAL 2ND. FLOOR PLAN SCALE: 1/4" = 1' mo:_ Z17 &MNm/'� A /�L (�f REVISIONS: 0 - ��, C � q cn O e, e PHOTO No. 1 PHOTO No. 2 PHOTO No. 3 x Aa F D MAR 3 1 2017 BUILDING DEPT. TOWN OF SOUTHOLD z � M�M �y�, se DRAWN: MH MS SCALE 1/4"=1'-0" JOB#: M=h 30,2017 PHOTO No. 4 PHOTO No. 5 SHEET NUMBER. A- 1 REVISIONS: 0 � IL--Jl0 a U m a e a � U tai b FM FFF ® 1 0,® ® ® I 0: 4 EXISTING NORTH-EAST ELEVATION EXISTING NORTH-WEST ELEVATION SCALE: 1/8"= 1' SCALE: 1/8"= 1' z a w c �¢ elm __ BDNDV WALL l ; 1N'SIDING TO MATCH EXISTING N 2W2'SCUPPERS TO GUrrER E 6-VERSn-EX FRE72E BD ^\ 1-a AGAINSrWALL l J a y WO U � �n PROPOSED NORTH-EAST ELEVATION PROPOSED NORTH-WEST ELEVATION SCALE: 1/8"=1' SCALE: 1/8"= 1' DRAWN MH/MS SCALE' 1/4"=1'-0" JOB# March 30,2017 SHEET NUMBER: A-2 REVISIONS: 0 -6 ®n❑® o 21'-a" U h BOLT GIRDERTO POSTS (3)3%6 GIRDER N ►7 q b (MIN.(2)3/8'THRLLBOLTS 4%)ST '+ /WASHERS AND NUTS. GALVANU(ED OR SS) c� W INSTALL42%RAILING U ^ (BALUSTER SPACING b PER CODE) N S/4%6 D1 ECKING o (TYPICAL) ® 4 EPDM TO BE INSTALLED KWFY) UNDER DECKING(OVER ROOF) kZ7A - LEAD COATED COPPER FLASHING TO BE INSTALLED ALONG PERIM AND INTERSECTION WR}i WALL (MINIMUM P UP SIDE WALL) EXISTING SOUTH-WEST ELEVATION SCALE: 1/8"= 1' F-4 Z a TO FO 1 ING a o W CION a �❑❑® 2%6 CEDAR CAPPING AND TOE RAIL STAINLESS STEEL CABlF.4.00 4X4 WHITE POSTE .... __... .__••_ ___ HT ® O PARTIAL 2ND. FLOOR PLAN o N Q SCALE: 1/8"= 1' PROJECT NORTH PROPOSED SOUTH-WEST ELEVATION `4 F SCALE: 1/8"= 1' DRAWN MH/MS SCALE 1/4"=1'-0" JOB# March 30,2017 SHEET NUMBER A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONSTO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4'MAK 4•MAX 4•DIA MAXIMUM {}. 4•DIA MAXIMUM I I POST GIRDEA/HEADE0. 2 POST/COWMN E) xl2.xlr a � CONCRETE FOOTING •i DE(KPOfT FTG CONNECTON ,�-, nE[annR�CH Aln ISN(. LOCATION USPNUMBER a 4DESCRIPTION APPLICATION STAIR MLN[ EO4OPpW —juEAMANCOAPPLY TO EACH FOOTING M12 : GARLVOBOLTSrnNN Qi Na WASHERS AND NUTS a.POST PAU660RWE66 POST/BEAMANCHOR APPLY TO EACH FOOTING U tD a m I-1(Y SPACE � N m� `�-• MINIMUM HANDR.ULS •n t9 ° e°yyp•I� GIRDER 4 e} n POST Q U GIRDEAMEADEA /v POST/COLUMN BALUSTERS RIM/DECKJOIST o CONCRETE PIER C 0 OPEN BALUSTER ATTACHED TO WAIT HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS HANDGRIP PORTION OF ALL HANDRARS POST.TO-DESK mNNErnON HFenER/fdRnER-TO-POST CONNECTON SHALL NOT BE LESS THAN 1 I/4'NOR MORE THAN 2'IN USE MIN(2)V2'DLA.MV BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONALDIMENSION.ORTHESHAPESHA11 R)BEAMS PAU440R WE44 POST/BEAM ANCHOR PLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GiRnE:/H AnER TO POST trued ONNEGT1oN (3)BEAMS IPAU660R WE66 POST/BEAM ANCHOR PLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND ZAPPED OVER FIRST CONT W GIRDER/HEADER I PIECE OF SIDING BELOW 2-VY DIA IAC BOLTS w/wASHERf l F CONNECTED TO BLDG @32-OC UNDIm IRaED SOLS lW/•1� STAIR TREAD LAY PLASTIC BASE DIRECTLY ON y1--1 POST/COLUMN oo LEVEL 1NDDI UNDISTURBED SOIL(ORGANICS REMOVED) ,7..s ROA BOARD FITCONSTRUCTION TUBE AND PLUMB O STRINGER FLOOR FRAMING BRACETUBE M l� 2x JOISTS FW.AS PER MANUFACTURES[NsmucnoNS W o ls�1 POP. EOST-T .IanEan+FenPR ONNFrnON BLOCKING�,B TS ,e- JOIST HANGER @N=,�p@Ill_IOJ11 WgW la_W—CJI V1 r�r�� LOCATION USP NUMBER DESCRIPTION APPLICATION RIMIOIST/BD H x450LID COLUMN PBS44/PBSE49/KC44 moTCAPANCHOR PLYTOEACHCOWMN STRINGER TO DEfI(/PORCH fONNERION 6x6 SOLID COLUMN PBf66/PBSE66/KC66 POST CAP ANCHOR PLY TO EACH COLUMN V HOLLOW COLUMN SIMPSON STRRIn HC ANCHOR PLYTO EACHCOW.N DECKIPORCH LEDGER CONNECTION DISTURBED/POOR SOIL LAY 4-W LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES INSTRUCTIONS StiUNGER D) TI-IR WOOD JOIST JOIST BOLTS P Na NS 4 r ANCHOR ER GIRDER(HEADER SONG DIFR EOOnNC• p, .ER 1w TREAD BIGFOOT SYSTEMS FOOTING FORM �•° WOOD JOIST s ,Q GIRDER/HEADER INACCORDANCEWITH THE INTENT 104110E NYS THE MATERIAL TERILOFFERIS DESIGN AT LEAST THE THE U4NTI OFTHE CODE ITYAND THEEMVENESS OF THAT U • •—CONC.SUB .+Q AT LFASTTHE EQUNALFM IN DURABILITY AND EFFECTIVENESS OFTHAT h'a (�AEQ4 •4'Pn PRESCRIBED IN THE CODE • Flt 15H IOISri fylfTH HFADER/GIanE0. THE OMS10N OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT .118'dla. 1.10. DTIX PIER ALLIOlfTS CONNECTED TO A FLUSH HFADEILTO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N YS BASED UPON ICBO EVALUATION SERVICE REPORT O d„•CANC' Pm PUN THER10PROPER STEEL CONNECTOR SPI IfED JOISTS OVER HE nERn-.IRnFa ER-5496 AND SUBJECT TO THE CONDITIONSTHEREIN W r„ ITER P'•4 IF ABLE SET Fl1ST5 APROX V4'HIGHER THAN 1V1.HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION (J ICL^ P+• • TO AVOW FOR SHRINKAGE 4•. .'�-�:: .h.TO GIRDER/HFADER RTID TYOOWN ANCHOR CONNECT TO EACH 101ST QS •d•o 1.5..1(((777y]]] HANDRAILNOTES DECK&PORCH NOTESN All required h,,d lb shall be of ore of file fdlowhrg typer ).Ulm otherwise noted.all Gaming material to be/l ACQ pharara heated lumber NAILING SCHEDULE NAIL NAIL ~ or provided equlvalmt WWablBry All fariemr,hanger,and anchor,ro be pWU,d or Rulnlws Reel JOINT DESCRIPTION NOTES QTY. SPACING A 1)Type L Handrails with dtalor coO mc"cn"I hman )Gird-for dale lPbb to be boltW or and—d ro each port or pler with wadlen end nub JOISTTO 4-Bd COMMO EER TOE ` oddde diameter of at lean 1-I/4 Imha and not greater Wen m mnvete pleas den be meMled with proper Reel mnneeb—anchored LL TOP PLATE OR GIRDER JODT NAIL ,1-11 Was 2lrcha If the hadmil b not dralar O shall have a Edo�r with a miNmum l/2'die K T long aruhm bolt with .h-and mdf. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING OJON 2-8d COMMO EACH TOE END NAIL /4 Pori—dimmdon of at 1..4 lad.and not greater 3)PORs R+pporti^8 girtlen Shen be androred ro e 121125t12'tNdt mnoMe footing. GROIN W WD SEISMIC FROST WI ICFSHIEID FLppD BLOCKING EACH TOE W then bU4lrcha wlihemaxlmum avn Salim of SNOW SPEED DESIGN TNERIN LINE TERMITE DECAY DESIGN UNDERLY 2-ed COMMO • dlmeMon oft 1/O IMes. U¢a minimmr,V2•rite x T btq ersdlar bale with washm end mdf.Footlngt Stall LOAD (MM G7EfARY DEPTH TEMP. REQUIRED /IALIRDS 70101ST ENP NAIL be 4 R below grade ' 2)Type ll Hwsdraib with o ped na aj aab,,Man 6.V4 4)Dedr)obb ro have blodd t 8D— 20 PSF 130 B SEVERE 3 FT. MODERA WrZH O I7 NONE - SILLOLURTO IS To' 3.16d COMMO BLOCK NAIL I.t.Mail rodde graspable flog., ^g0 TO EACH TOE HEAW MODEM p ger IemR arra with both LEDGER STRIP EACH FACE ddn o/the profile The rad Tema dell begin with e A Mo of IO b,ulldl g shall be InRaitedbetweenthe IWId n aM ledger TO BEAM 3-16d COMMO JOLT NAIL DRAWN pans m fth.hull mean ch verticallydq from ofthe anfaller!5/ to be feRmed to bundingwlih 1!Y rile.bulb with warner,and not; JOIST ON LEDGER PER TOE SCAU 1114"�M$ paMon o/the proflieeM achlevee depth o/at Jena SA6 ae t6•R r. CODE:2015 IRC,2016 NYS ToeEAM 3.8d COMMO )olrr NAIL SCALE: 1/a^=1'-0" Ind,within 7/B la h below thewdeft por of the profile TMrequlreddepth shall wntiwefm#kaR3/8 6)Conadeplan"IbeamlNmom6'°bmegrade UNIFORM SUPPLEMENT aro olpsr� B-I6deoMMo Jo�r NAIL JOB#. Inch to a level that Is not IED than la/4 Urdh below the eager, of tha profile The minimum width of the AE)aha tR be supportedwbh hangers and atdlm.Fath jot sban also w—h—d BAND IONTTO• PER March 30,2017 handrail the reins sle0 be I-V4lndm to a ro glyder(d 2-Ibd COMMO TOE NAIL SILL ORTOP PLTE FOGS ...,do—of 2.3/411d—Edgs dINI nova a minimum 8)Use dopa n haagm and archon with Z-MAX hipPte proteedw coatlog or equI SHEET NUMBER hallus of O 01 Iridam for airy mntaot with ACQ A-3 REVISIONS: MAY u92017 r Bldg Dept copy from ZDA Final reviewed documents ZBA Fi # o .Rate: U a j Off ` cn � O SOYo � � U 4 EXISTING NORTH—EAST ELEVATION EXISTING NORTH—WEST ELEVATION Coll _ 1 SCALE: 1/81,-1 - SCALE: 1/8"= 1' . E� o W w+ MEIN ---------- BUIL)UP WALL 1'-3'SIDING TO MATO? E%UTIMG 2%W SCUPPERS W ® ® CUEBACKSOFETO GUI7U! IZ MOVE GUTTER WfTEi 1-a AVE WFAE12E BD. ® ® ® ® aIN Ps N Q PROPOSED NORTH—EAST ELEVATION PROPOSED NORTH—WEST ELEVATION SCALE: 1/8"=1' SCALE: 1/8"= 1' DRAWN: MH/MS SCALE' 1/4"=1'0. JOB# March 30,2017 SHEET NUMB"— A-2 REVISIONS: � U m R)m GIRDER BIM P)3 ff POSTS 4x4 POST •N'` "') ti aw (MRL ./WASHERS A D NU S. Q Qr omi�• rGALVNCKEE)O NUTS. cAI.vANo®oRESJ aL � � P TALL4YhSWLENc !d. !�- d WS (BAWSTEit SPACING (TYPICAT) IF] ® ■ ■ a PER CODE) [V 5/41L%cAt)G EPDMTO BE WSTAUM(VERIFY) LENDER DECPJNCOG P(OVER ROD) D . TO BE INSTAUID AIONG PFIUM AND INTERSECUON TV ITH MALL FA (MINIMUM 1'LW SIDE MALI) EXISTING SOUTH-WEST ELEVATION SCALE: 1/8"= V a Oo ; dao mNa W w? wz� a t w .aa■ M CEDAR CAPPING ANDTOE IUUL STAINIESSUPEL CAB POC 4.41E6— POSTS I ® � ■ ■ o FA PARTIAL 2ND. FLOOR PLAN N Q SCALE: 1/8"= 1' PROJECT NORTH PROPOSED SOUTH-WEST ELEVATION SCALE: 1/8"= 1' DRAWN: MH/MS - JOB#: Mazch 30,2017 SHEEP NUMBER A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACIFURPS RECOMMENDED INSMUATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. V MAK. 4'MAX {'DIA MAKIMUM MAKIMUM POSE GIPOFR/HFADER Z f Z POST/cow" iri11412' F CONCRETE FOOTING O DECl:DOST Rl..(ETNNF[r10N N nFf.mnR�MRARmIf. LOCATION USP NUMHEA DESCRIPDON APPlIGT10N - TF1CIRnF0.•uF tA[ONNFCTON 4X4 POSE PAU4400.WE44 POST/BEAM ANCHORYTO EACX FOOTING � n STAIR A��LIN•. B%6 pOSf PAU660R WEb6 /BEAM ANCHOR YTO TACH i00DNG USE AHIN(J)V2•DIA CAM BOLTS WITH WASHERS AND NUTS N a 1.vr SPACE Q LT.I w MINIMUM HANDRAILS GIRDER POST ti U GIRDEPMEADER �b•- POST/COLUMN BALUSTERSRD,VDECK10l5T o CONCRETE PIER OPEN SAILISTIER. ATTAMED TO WAIL ,- HANDRAIL CONNECTION ALL HANDRAILS SHAD.BE CONTINUOUS THE FULL LENGTH PO5TTOnFA .DECKCONINFGOM HnFpjCutnE.TOAOST CONNECTION OFTHE STAIRS.HANDGRIPPO0.71ONOFALLHANDRAILS LOC�STION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-114'NOR MORETHAN r IN USEMIK(2)VYDIAGALV.MLTSWHHWASHERSANDNUrS R)BEAMS PAU-.0 V 44 FOST/BEARS ANCHOR PLYTOFACHPIER GROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE [.iRDERsIHE nFR TO POSTA^_OLUMN CONNECTION mIIIAMS PAU66 OR WEE6 POST/BEAM ANCHOR PLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND SAPPED OVER FIRST CONTIN. GIRDEP/NFADER PIECE OF SIDING BELOW F 2-V2•DLA.LAG BOLTS W/WASHERS W CONNECTED TO BLDG.93Y OC NNDim�uFn SOI Q LAY PLASTIC BASE DIRECTLY ON SFAIRTREAD POST/COLUMN •• UNDISTURBED SOIL TORGANICS REMOVED) O _ LEVEL BASE RIM BOARD •o FIT CONSTRUCTION TUBE AND PLUMS BRACETUBE STRINGER AO f—?� F1D00.FMM04G 2a JOISTS FILLASPESt MANUFACTURES INSfitUCTIONS U _ BLOCKINGFOR �-t MIST HANGER �— POST-TOfmnN/HFAOFR[ONNFlT10N LAO BOLTS 'A Q ��s -� � y LOCATION USP NUMBER DESdIPfION APPIlUT10N RIMm1ST/B0. Q A45011D COwMN PB544/PBSPA4/KG44 PCOT.VrIONOR LY TO FALX COLUMN '� U —FULID COWMN PBSaofFwl:oai C66 FOSTCAPANCHOR YTOF—SUMN XOLIOWCOWMN SBAPSONSDIRV] H.C.ANCHOR YTOEACtHCOWMN DIMIRBED1pom SOLL pCCSmOR[H LFtX__CONNFGTION LAY 4b•LAYER OF CRUSHED STONE O0. GRAVEL IEVELAND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILLAS PER MANUFACTURED INSTRUCTIONS SIRDIGER $ at �2III� Qm WOOD JOIST JOIST BOLTS t Ew POST CO CONIC PIERFOOTING �1 'WAR PI t GIRDESUHEADER BIGFOOTSYSTFMS F0071NGFORM —/ p 16'TPFAD i� V=DJOIST GIRDERIHEADUI IN ACCORDANCE WITH SECTION 104 U OF KYS.READENIALCODETHIS DESIGN t • COMPILES WITH THE INTENT OFTHE CODEAND THE MATERW.OFFERED IS f Tl (AADECONCfIAB rY� AT LEASTTHE EQUIVALENT IN DURABILITY AND mECTNENESS OFTHAT f•L� "P • (Af REQS I d Yy PRMCWEIM IN THE CODE /1 . •.. FlNDH KTISTS 4"TT!HFAnERFGIRnFa THE DIVISION OF COHSE ENTORCEMEf1TAND ADMRJISTRA710Nf FI1DS THIP PROWCT F'�I •�'<PAs. +:<� DKK.PIER ALLIOLSTSCONNECTEDTO AMISH HEADERTO BE SUPPORTEDWITH ACCEPTABIEFORUSEIN N.YS.BASED UPON LCBO EVALUATION SERVICE REPORT •� 4l...COONC. + PDI NAN THE PROPERSEEELCONNECTOR SPIICFlE IDISISOVERN Arxam.IvnER ER-5495AND SVBIBCTTOTHE CONDITiONTTHERETN 4•,• IABMSETF10.JOISTSAPROX.V4'HLGHMTHANWLHFADERS LOCATION NUMBER DESCRIPTION APPLICATION AI .'• ^,',: TO ALLOW FOR SHRINKAGE ITTOGIRDEWHEApER Ri10 ANCHOR ONNEGT TO EACH JOIST w a F N Q HANDRAILNOTES DECK 6.PORCH NOTES. NAILING SCHEDULE mowed Imrb<aW Amo 6e d deha TdlowBg type )Uldm off—I.nota,a0 fsuaBtg nv.US to be/I ACQ pnmre treated lumber. - NAR HALL or fAa,kW q&velwt gmspab(llty. AftfiaaeeeilwR Wantlimtobe HeMWttdw..ftle"amd - JOINT DESCRIPTION QTY. SPACING NOTES 1)Type LtUdrells tthmader—dondmBMeul ).[Ardmfl derkjoubWbeboltedorardared.-dpW-P�w%wd—WMT JO`TTG 4-Bd PER TOE outride dlusmindnt kart JOUT NAIL l•V41rdmSW rot Better to mraete pica da beendased wm p.M ded mntRCoOesldamd TOP Mm�INGCRDER EACH TOE Nen2 b,d—If 0.luMml b mt drahr It dull tmwa Imo.taete wx,asnM1+brurn W dV a T long anchor bolt who taashmT W nub. CUMATIC 6 GEOGRAPHIC DESIGN CRITERIA 2-Bd COMMON pedmelndmoolo—f leut41drmadooigreater GRWN \HND SElRA1C FROST ICFSFIIUD TO JOIST END NAIL am 6.1/4 btda wfh aInaddmum Dom Wdbnd 3).Porn suWartng glides dmB be arwhomd W a 12412411•tblko—ate fooft. SNOW NEED DESIGN UNE TERMITE DECAY DESIGN 11NDERIAYM Fi00D BLOCKING 2-� EACH TOE dlmtndon d2-V45Mm6 mWmmn VT dLtT bnH at,d�orbWLWN wdmn aM ruRC FooKngr SlmO SOAO (MPEQ CATEGORY DEPT TEMP. REQUIRED TO MIST END NAIL {R beluav gredz I.TypeLLNmdrNlswA apednutargvter dmr16V4 10 PSF 130 B SEVERE 3FT. MODFRA NGFZt TO 11 HONE - Bl<XgNf.70: 3-I6d COMMO �� TES 1.D tJobb to tm,e bi ddn at gD oz TO HEAW MODERA SILLORTOPMTE BLOCK NAIL k dm d0 p�o, graspable MHe aacem arm ru boll dde of the prat5a.The Mgr—dmB begin Wtha )A kJmum d lO to RaAing dull be bumtled bea—the bIDAnHW Her. L ER STRIP 3-16d mMMo ,o� FewL DRAWN: MH MS ciltunteepoNondNe�W—red�r�.U.tted Ledge ttobfiam d to bugding wth Vr die.bolts wm wdweW nim m15T0BE1Al 3-Bd CO ,a F L SCALE' 1/4"=1r-0" Bdlwwa>'JBBdlbaIowtk,wlmtpmtm„dum CODE:2015 IRC,2016 NYS pmNa The mgdrtd depthshaO oanMRe far at 1a 3/B )Caaete plea m"B beendd-6•ebove grede. UNIFORM SUPPLEMENT 3-16d COMMO , rwuDu. JOB 4' bate a lcual that b rot tm than 1-3/4 bdme betty,tla Mazch 30,2017 dlht pomoo fth pcfI.TtmmWmmnwdthofthe All Ik.tob:aW..d wth hang-.rd andtor".EDA lad 0.9 ala be-d-ad SILLLL 00.TOPPULE •16d COMMO FO�QT TOE HALL hudmR above Dm term d"FI b<1-Vllad-o. idd"F(") SHEEN NUMEEL med—d2-3/4 W—Edgedult have a mWmme r9)Umdmpanteagm W mdaualth ZNS dpe ExoteWe mo&%aqual msndammdleA DoRdwdAeO - - A-3 REVISIONS: Bldg Dept copy from ZBA Final reviewed do�cuu ents IeA Fi # -W bbte: 1 �1 le 21'-8" 0 r BOLT GIRDER TO POSTS- ----------- -____-_--(2)2X6GIRDER # -------------- as (MIN,(2)3/8"THRU-BOLTS 4X4 POST Via: w w/WASHERS AND NUTS, (TYP') 'S GALVANIXED OR S.S.) °a INSTALL 42"h RAILING ` (BALUSTER SPACING I PER CODE) N 5/4X6 DECKING `— (TYPICAL) EPDM TO BE INSTALLED(VERIFY) UNDER DECKING(OVER ROOF). LEAD COATED COPPER FLASHING o TO BE INSTALLED ALONG PERIMET AND INTERSECTION WITH WALL qq (MINIMUM 1'UP SIDE WALL) N a EXISTING W � W a d� U �o PARTIAL 2ND. FLOOR PLAN SCALE: 1/4" = 1' DRAWN. MB/MS SCALE: 1/4"=1'-0" JOB#.. Immy 03,2017 SHEET NUMBER A-2 REVISIONS: Beal eevewedYdtrom ZBA Z File# 'Zp� uments Date: � o w - A 'i H � 0 PHOTO No. 1 PHOTO No. 2 PHOTO No. 3 M� x w F roa it F�� -_ --i 5`'Tj { -q9 I' `C } �f i I 3 ' i■ P4 f° L DRAWN: MH/MS SCALE. 1/4"=1'A" JOB#- January 03,2017 PHOTO No. 4 PHOTO No. 5 SHEE'rNUMBER. A-1 REVISIONS O - -"FRI Z-A I B - fO D e e °o o °o 0 N a Q. M rr O opo r EXISTING NORTH-WEST ELEVATION SCALE: 1/4" = V Qo w � 0a � aW mr4p I-III 11IR 11 � Hx wo - z E-+ 3'-0" W W F� ZZ W Z 2"X12"SCUPPERS Q Z TO GUTTER 0 C) O l � 04 DRAWN: MH/MS "� TZ x , " �? SCALE: 1/4"=I'-0" JOB#: y � � March 3Q 2017 PROPOSED NORTH-WEST ELEVATIONw SHEET NUMBER: SCALE• 1/4" = 1' .,�,,,F hE� `s� - REVISIONS �J TrF lO ® O D N x 0 a EXISTING SOUTH-WEST ELEVATION SCALE: 1/4" = P Q o � oy � w ad cn cH 0 wp o- rn 2X6 CEDAR CAPPING AND TOE RAIL STAINLESS STEEL CABLE,4"OC W W a Z 04 WHITE O J POSTS _----- W Z - ----- ------------------ Q F_ J Z J W 1 � O ILI gra scy� ik'q DRAWN: MH/MS SCALE: 1/4"=1'-0" ��+ ^'�R �#r�3 •' JOB#: March 30,2017 PROPOSED SOUTH-WEST ELEVATION 4y = T SHEET NUMBER: SCALE: 1/4" = 1' REVISIONS le 21'-8" 1 110 -------------- -------------- -------------- -------------- p ©� ------------------------------------------ ----- --- --------- BOLT GIRDER TO POSTS (2)2X6 GIRDER (MIN,(2)3/8"THRU-BOLTS 4X4 POST w/WASHERS AND NUTS, (T'P•) GALVANIXED OR S.S.) b e-i INSTALL 42"h RAILING zc N (BALUSTER SPACING w PER CODE) cV U 5/4X6 DECKING N (TYPICAL) m EPDM TO BE INSTALLED(VERIFY) '�c> ° I Z 00 UNDER DECKING(OVER ROOF). O SYoo LEAD COATED COPPER FLASHING M TO BE INSTALLED ALONG PERIMET „y AND INTERSECTION WITH WALL U m (MINIMUM 1'UP SIDE WALL) " m z 0 vrv, n } Y , .. �_ "^'MIA^'�.!wNryn..�,yh.•..«n•:.*. ,fig` EXISTING — a O N PHOTO No.1 PHOTO No.2 PHOTO No. 3 C� d o Ile w 9 �rl b h } Z PHOTO No.4 PHOTO No.5 g } w j W CD O r PARTIAL 2ND. FLOOR PLAN SCALE: 1/4" = 1' IN scy'� DRAWN: MH/MS �+ aY.�� SCALE: 1/4"=1'-0" PROJECT NORTH , 1� JOB#: �; March 30,2017 RC2- SHEET NUMBER: A_4 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. ISI••' 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER 0 Z e POST/COLUMN 12"x12"x12" '.• � CONCRETE FOOTING • + to m DECK POST FTG.CONNECTION DECKIPORCH RAILING LOCATION I USP NUMBER I DESCRIPTION APPLICATION 4X4 POST IPAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION .moi 6X6 POST PAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING N USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE U H MINIMUM «N� HANDRAILSw GIRDER U 2 0000 Ci POST GIRDER/HEADER a M a POST/COLUMN °s•" � `• BALUSTERS R1M/DECK101ST o CONCRETE PIER o o '' R OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER I DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLYTO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. C/1 GIRDER/HEADER PIECE OF SIDING BELOW 2-1/2'DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG.®32"OC UNDISTURBED SOILAY PLASTIC BASE L RECTLY ON STAIR TREAD o o UNDISTURBED SOIL I(ORGANICS REMOVED) Q RIM BOARD POST/COLUMN a o LEVEL BASE ~ z FIT CONSTRUCTION TUBE AND PLUMB O STRINGER FLOOR FRAMING BRACE TUBE U 2x JOISTS '•'' FILL AS PER MANUFACTURES'INSTRUCTIONS BLOCKING FORIII=1�I�1= BIII_i�l= �i JOIST HANGER VIII=��� IIS-�II POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p LOCATION USP NUMBER DESCRIPTION APPLICATION ° a RIM JOIST/BD. C e 4x4 SOLID COLUMN PBS44/POSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN • OU STRINGER TO DECK/PORCH CONNECTION 26 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR JAPPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 H.G. ANCHOR JAPPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION DISTURBED/POOR SOIL LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES INSTRUCTIONS STRINGER — 1— -�I= (2)THRU- WOOD JOIST BOLTS I JOIST PB44 POST 4 t ANCHOR "dia. CONC.PIER FOOTING PIERGIRDER/HEADER 16"TREAD BIGFOOT SYSTEMS FOOTING FORM �• 4 WOOD JOIST GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN 1 0_ G e CONC.SLAB v,a� COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS n_, z o;p' -4 o v AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS REQ.) , 4.11 PRESCRIBED IN THE CODE. q o'•� FLUSH JOISTS WITH HEADEP/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT �+ }- a"d B"dia. °"b� DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT W Z " CONC. ae "' PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Ur 3'-0" G� PIER ,• . vb4a P.e4 , IF ABLE,SET FIR JOISTS APRON.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION Z TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST ` W •°'v d,v° � / O UN HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL f� or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NOTES QTY. SPACING 1).Type 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: PER TOE 4' • i A '�4} W SILL TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL � JC C d outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored �'� L4 IN Sc � into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE � �• 7/,r_ than 2 Inches.If the handrail is not circular it shall have a 2-8d COMMON v perimeter dimension of at least 4 Inches and not greater TO JOIST END NAIL P g GROUN WIND SEISMIC FROST WINTER ICESHIELD 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE +. than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNR E REQUIRED N 2-Sd COMMON f i rit Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.footings Shall HAZARDS TO JOIST END NAILI _. dimension of 2-1/4 inches. LOAD (MPH) CATEGORY DEPTH TEMP- REQUIRED r 4 DRAWN: MH/MS be 4 ft.below grade. 1' :.r BLOCKING TO: EACH TOE i 1 MODERATE SLIGHT TO 3-16d COMMO m � ��'"� SCALE: 1/4"=1'-0" 2).Type if.Handrails with a perimeter greater than 6-1/4 20 PSF 130 B SEVERE 3 FT. 11 NONE SILL OR TOP PLATE BLOCK NAIL 9s51� 4).Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE Inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE An 7 sides of the profile.The ringer recess shall begin with a 3-lbd COMMOa �e . JOB#: P B g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL / distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts `s' g g JOIST ON LEDGER PER TOE •� March 30,2017 portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-Sd COMMON q inch within 7/8 inch below the widest portion of the CODE: 201$ IRC. 2016 NYS TO BEAM JOIST NAIL $ SHEET NUMBER: profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3-16d COMMO PER END �C� 'q OP M ll � Inch to a level that Is not less than 1-3/4 inches below the UNIFORM SUPPLEMENT TO JOIST JOIST NAIL tallest portion of the profile.The minimum width of the ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored I BAND JOIST TO: 2-16d COMMON! PER TOE NAIL handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum 8)•Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal radius of 0.01 inches. for any contact with ACQ.