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HomeMy WebLinkAbout41965-Z Q,�pUFOt' Town of Southold 12/5/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39380 Date: 12/5/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3290 Alvahs Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.4-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2017 pursuant to which Building Permit No. 41965 dated 9/12/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Simon,Howard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t o ' ed Signature gUfFTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41965 Date: 9/12/2017 Permission is hereby granted to: Simon, Howard 3290 Alvahs Ln Cutchogue, NY 11935 To: construct an accessory garage as applied for. At premises located at: 3290 Alvahs Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 102.4-7.3 Pursuant to application dated 9/6/2017 and approved by the Building Inspector. To expire on 3/14/2019. Fees: ACCESSORY $445.60 CO -ACCESSORY BUILDING $50.00 Total: $495.60 Building Insp r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A: For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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 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 I Date. i 2 41 New Construction: "' Old or Pre-existingBuilding: check one Bug ( ) Location of Property: S 2 q © OL( v a,\.\ `S C_LV4C�h pWe House No. Street Ha et Owner or Owners of Property: 440 WG a4 4 Lyda h p :7 Suffolk County Tax Map No 1000, Section ( o 2, , 0 Q Block C) , ®Q Lot Subdivision Filed Map. Lot: Permit No. L Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ,[ (check one) Fee Submitted: $ Applicant Signature f L BOE SOUjy �o� olo o1�coum® 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) [ ] ELECTRIC L (FINAL) REMARKS: hh to Lle— DATE INSPECTOR `� SOF SO(/Ty �o� Olo �o Ory UNTY,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: *41f) OV- 7 DATE I :?- INSPECTOR ` L `� Ir 11 IrnqsF So � o TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL i4C;6- 6AVAI [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE ANSPECTOR /i r 1 ' i � '• " r . b ,M�wrs7vw1N1►, . fill- e. • 1: t fir C _ 1 STATE r • • r .a. � MEMQ&I M, M AV ME 0,00710IMME&A-1 o.MIM 60K - Y n r fill 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 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 _ ourvey Southoldtownny.gov PERMIT NG,. `� Check J Septic Form --NY.S.D.E.C. Trustees [EC[E5 �J;.O.Application Flood Permit Examined '20 R DD —Single&Separate `0 � jlTruss Identification Form SEP ® 6 201 4torm-Water Assessment Form IContact: Approved 17 20 t SUMDING 1DM1'. Disapproved a/c TOWN OF SOUTHOLD Phone:_ 3 f �j cZ�� Expiration ,20 BNUIiayInspe APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to-the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all app�c#e laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and-in-building for necessary inspections. (Signature of applicantYr name,if a corporation) 3 2 RD A J va Vs Lie Cc, ala (Mailing address of appl cant) AJr J L3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /1—0W V":5a td L,, rr e Ike �'t-rt.Lat i (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: 3 , - a D A L V cr,L+ ' S G.vti'e_ p House Number Street Hamlet County Tax Map No. 1000 Section o� Block }, 'µ_ ,F Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i"N-, i cfe n a;ar b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Worlc (Description) 4.' Estimated Cost ` eel `a I \9 R �' "(134 paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling ut n each floor If garage, number of cars fi q3� 6. If business, commercial or mixed occupancy, specify,naturp.and extq of each type of use. �rsdL rj,'.�Ja .iw,r��� s� ro1�Fac 7. Dimensions of existing structures, if any: Front ler 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 t Depth�� C Height --,,Number of Stories S-VI 9. Size of lot: Front �� � Rear i Depth 's 4-&7� r 10. Date of Purchase �! / C3�t- Name of Former Owner ��� \ 0,\OSICa 11: Zone or use district in which premises are situated G � 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO L/' 13. Will lot be re-graded? YES /NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Lp"Amp S,manAddress .321`0 ALb'415 to - Phone No. �31 73 -92 71 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO -✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.ph 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSA ) .1JowaAd S moon being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the nen)`moo r (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 +� day of Qr 20 1-7C11 eta / �&' 4, 'j l Notary PublicTRACEY L. DWY Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2di ' 1 Scott A. Russell f �J p N[A�1�A(G)EN1IENIF SUPERVISOR � �, - ,� i T SOUTHOLD TOWN HALL-P.O.Box 1179j 53095 Main Road-SOUTHOLD,NEW YORK 11971 :y'F �S Town of Southold CHAPTER 236 - STORMWA.TER MANAGEMENT 'WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No 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- : ❑[`j C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El [� 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 ` en==F1RM-Ma-p=-0f any-wat-em--au - El 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 Tag Map Number! Chapter 236 does not apply to your project. Ifyou 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. S.C_T.M. *: 1000 Date- APPLICANT- (Property Owner,Design Professional.Agent.Contractor.Other) District i NAME f19 W6bd 6, A- Section Block Lot Pruni ! ,ten <... —`rCR BUIL Di\G lEPARTNIIENT USE UNLY Contact Infornut.on_ l L� - - — — — — — — — — — — — — - - �— Reviewed By: Date- ,Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. �2,q 0 � ��'�; L,n, p i Stormwater Management Control Plan Not Required. — C- Stormwater Management Control Plan is Required. r (Forward to Engineering Department for Review) FORM " SMQP _TOS MAY 2014 --' / � s { } ��lhA it i�lrw�riti^rr „- — - Cori DECLARATION OF COVENANTS AND RESTRICTIONS DEC,LARATION.made this 3 day of July,2007,by HOWARD SIMON AND LQFRAINE l_SIMON.residing at 27-Stacey Lane,Madison,Connecticut 06443,and MICHAEL KAL08KI and 1RENE KALOSKI,residing at 1930 Alvah's Lane,Cutchogue,New York 11935, referred to as the Declarant. WHEREAS,the Declarant is the owner of certain real property located at Alvah"s Lane, Cutchogue,Town of Southold,County of Suffolk and State of New York,SCTM# 1000-1024-6.2 and SCTM# 1000-102-4-7.1,more particularly bounded,and described as set forth in Schedtile"A" annexed hereto„(the"Property's and WHEREAS,the Declarant has made an application for and has received-conditional approval' from the Planning Board of the Town of Southold for a subdivision of Tax Lot 6.2 into two(2) parcels and to increase the size of Tax Lot 7.1,asshown on map of"Minor Subdivision of Michael Kaloski Plat”,prepared by Stanley Isaksen,L.S.,last dated Nov. 15,2006,which map will be filed,in the office of the Suffolk County Clerk;and WHEREAS,in consideration of granting subdivision approval,and as a condition of said approval,the Planning Board has deemed it to'be in the best interests of the Town of Southold and the owners and prospective owners of said lots that the within Covenants and Restrictions be imposed upon the Property,and as a condition of said approval,the Planning Board has required that the within Declaration be recorded in The Suffolk County Clerk's Office,and WHEREAS,the Declarant has considered the foregoing and has determined that the same will be for the best interest of the Declarant and subsequent owners of said parcels. NOW!THEREFORE,THIS DECLARATION WITNESSETH: That the Declarant,for the purposes of carrying out the intentions above expressed,does hereby covenant and agree that the Property shall hereafter be subject to the following covenants, which shall-run with the land and shall be binding upon all purchasers and holders of said premises, es,successors-and assigns,to wit: their heirs,executors,legal representatives,distribute 2. NATURE OF DRAINAGE EASEMENT. The nature,character and extent of the drainage easement hereby granted is the right of the Grantee to enter upon the Premises at all reasonable times: (i) To install,create and maintain the Facilities in the Premises and to repair,replace or remove same as needed for the effective purification of road runoff and surface waters from Alvah's Lane in the immediate vicinity of the Premises. To perform such grading and excavation and the planting of such vegetation and the installation of such facilities shall be required for the construction,operation,repair,replacement and maintenance of the Facilities,and for restoration of the Premises if required as a result of the drainage flow. This shall include,without limitation,a culvert under the driveway through the swale and such clean fill as shall be necessary to properly cover such culvert. 3. GRANTOR'S OWNERSHIP. The Grantor reserves the right to the ownership,use and enjoyment of the Premises to the fullest extent possible without unreasonable interference by the Grantee in the exercise of the Grantee's right granted herein. 4. DAMAGES AND INDEMNIFICATION. The Grantee further agrees to pay all reasonable damages to the premises of the Grantor or property damage(except as required for construction of the Facility)or bodily injury sustained as a result of the construction and/or operation of the drainage easement thereon by the Grantee. In addition,in the event any work performed by Grantee in the installation,creation or maintenance property in the drainage easement creates an adverse effect on other property of Grantor or on an adjoining or downstream of that of Grantor,Grantee shall rectify such adverse effect and indemnify Grantor from any liability incurred by it in relation thereto,including,without limitation,reasonable attorneys fees. 5. ADDITIONAL DRAINAGE FACILITIES. In the event that additional drainage facilities become necessary to properly accommodate the now of storm water through the swale,as a result of the passage of water from Alvah's Lane through the Swale,the Town agrees to install on its property or in the easement area such necessary facilities as may be necessary to properly accommodate such run off and curtail the now on to neighboring properties,at it's own expense. 6. PERMITS. The Grantee further agrees to obtain all necessary permits from all governmental agencies necessary to carry out the operations contemplated by this agreement. 7. RESTRICTIONS. Grantor agrees to construct no fences,walls or the like in the drainage easement area,and to refrain from filling in the drainage easement area. 8. PLANTINGS. Grantor may plant in the easement areas provided Grantor does not change the grade or interfere with flow of storm water drainage,and Grantee shall not be other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. 8. The aforementioned Restrictive Covenants are intended for the benefit of and shall be enforceable by the Town of Southold,State of New York,by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. 9. The within Declaration is made subject to the provisions of all laws required by law or by their provisions,to be-incorporated herein and made a part hereof,as though fully set forth. IN WITNESS WHEREOF,the Declarant above named has executed the foregoing Declaration on the day and year first above written. r Ioward 'anon orraine 1.Simon Michael Kaloski v ' Irene Kaloski J I I i - GRANT-OF DRAINAGE EASEMENT and CONSERVATION EASEMENT May, 2007, THIS indenture made this 31"'day of ISPAbar,IM by and between HOWARD SIMON AND LORRAINE I. SIMON,residing at 27 Stacey Lane,Madison,CT 06443 (hereinafter"Grantor")and the Town of Southold,a municipal corporation of the State of New York,having its office at 53095 Main Road,Town of Southold,Suffolk County, New York(the"Grantee"). WHEREAS,the Grantor is the owner of a certain parcel of land containing 7.8 acres, more or less,of land identified by Suffolk County Tax Map number 1000-102-4-6.2; located on the east side of Alvah's Lane in the Hamlet of Cutchogue,Town of Southold, Suffolk County,New York,generally bounded northerly by land now or formerly of Reinhardt;westerly by Alvah's Lane;southerly by Kerrigan,acid easterly by Reinhardt and Batuello,said land being depicted as"Proposed Lot 2"on a certain map prepared by Stanley J.Isaksen,Jr., licensed land surveyors entitled"Proposed Minor Subdivision of Michael Kaloski Plat",survey dated June 11,2002, last revised November 15,2006,which has received Sketch Plan Approval from the Southold Town Planning Board and which said parcel of land is hereinafter referred to as"the Premises";the Premises being more fully described on Schedule A annexed hereto,and WHEREAS,Grantor has permitted the Town to maintain a drainage pipe at the northwest portion of the property from Alvah's Lane for road runoff from Alvah's Lane through the swale on the Premises;and WHEREAS,the Grantee,for drainage purposes proposes to remove the drainage pipe and to construct,maintain,and repair a storm water drainage'system,including leaching pool(s),pipes,rip-rap and culvert,in,order to contain and direct storm water runoff from Alvah's Lane in the vicinity of the Premises into the swale on the Premises;and WHEREAS,the Grantor has agreed to grant to the Grantee a drainage easement to impose over and in the portion of the land of the Grantor as described above for such purposes and a conservation easement in a portion of the land as described herein; NOW THEREFORE, IN CONSIDERATION OF Eight Thousand Five Hundred ($8,500)and other good and valuable consideration paid by the Grantee to the Grantor,the receipt of which is hereby acknowledged. WITNESSETH: 1. GRANT OF DRAINAGE EASEMENT. The Grantor does hereby grant,transfer and convey to the Town of Southold,a drainage easement in gross,of the nature,character and to the extent hereinafter set forth,over and upon the portion of the Premises described in Schedule B. 1. A portion of Lot 1 on the subdivision map is encumbered with a Drainage and Conservation Easement Agreement granted by the Declarant dated 5/31/2007 and intended to be recorded in the Suffolk County Clerk's Office simultaneously herewith. 2. Declarant agrees to:a)refrain from clearing the Property except to the extent permitted by Chapter 240-49 of the Southold Town Code;and(b)within areas in which clearing is restricted,to remove only such trees and vegetation as are dead or extensively damaged or diseased. The clearing restriction shall not apply to those portions of the Property which are in agricultural production. 3. Grantor agrees not to conduct or permit any activity within the Conservation Easement area which would change the grade within the Conservation Easement area. 4. These covenants and restrictions may be terminated,revoked,or amended only at the request of the then owner of the lot with the written consent of the Town granted by a majority plus one of the Planning Board of the Town of Southold,after a public hearing In addition,any modification of the restriction contained in Paragraph 3 herein shall require the consent of the Highway Superintendent of the Town of Southold. 5. Prior to any construction activity,the project will require a General Permit for the storm water runoff from construction activity(GP-02-01)administered by the New York State Department of Environmental Conservation under Phase 11 State Pollutant Discharge Elimination System (SPDES)Program. 6. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT,its successors and assigns,and upon all persons or entities claiming under them. 7. If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall be adjudged illegal,unlawful,invalid or held to be unconstitutional by a Court of competent jurisdiction,the same shall not affect the validity of these covenants as a whole or any i liable for damage or destruction of such plant material as a result of operation of the Facility. Grantor is not required to prune,clear or maintain vegetation or trees in the easement area. 9. NO EXTENSION. The Grantee agrees not to connect the Facilities to any other storm water drainage system on Alvah's Lane which collects or directs water from the surrounding area. 10. CONSERVATION EASEMENT. In addition to the drainage easement granted herein,Grantor hereby imposes upon the portion of the Premises identified on the attached Schedule C,a Conservation Easement running with the land. Grantor agrees not to conduc+or permit any activity within the Conservation Easement area which would change the grade within the Conservation Easement area_ Such easement may be modified only as may be required by the Planning Board in connection with the approval of the subdivision,with the consent of the Grantee herein. 11. NON-EXCLUSIVITY OF EASEMENT. The grant of the drainage easement and the imposition of the Conservation Easement shall not preclude Grantor from granting further easements to public utility companies,easements for vehicular access,or other purposes on terms which do not conflict with or interfere with the easements hereby granted. In no event,however,shall such easements permit the change of grade in the easement areas without the Grantee's prior written permission. 12. ENFORCEABILITY. The terms of this easement shall be enforceable by the parties by injunctive relief or any other remedy in equity or by law. 13. PERPETUAL EASEMENT. The rights granted herein shall continue and remain in effect in perpetuity. 14. MISCELLANEOUS. This Agreement and the easements and rights granted herein shall run with the land and be binding upon the parties hereto and their respective successors and assigns. lT1 SS WHEREOF,the parties hereto have executed this agreement the day and year written abo H(6)#ARff SIMON LORRAINE SIMON TOWN OF SO OLD By: SCMT A.RUSSELL,Supervisor vJC L 8 l jo o /D - O O o N/F ANDREW C AND ANDREW T FOHRKOLATRTUCK.NDYREW T FONRKOLB WELL L SOX G oO MATTTUCK.NY ••// f TMM1000-102-04-005 5 atyal� TM81000-102-04-0054 VACANT LAND N/F RICHARD REINHART 11535 MAIN ROAD MATRTUCK.NY. 11952 1 " 706.98' - - S 49°04 29 E fa PIPE N 49'04'29"W 637.20' — — S 49'94292E-69.7$r 1261 / // t EL E` 34 TEST HOLE WELL PA 0 AP 1000-102-04-06.2�/ / � _-- $ 4' PR SED LOT /TWo ►� 29 �, LOT AREA = 233,405 S.F. / // "` - — -- = —. .•._ , /' PART OF TAX Mi RP�� �EL32\ OR 5.358 ACRES G / P \ / / ------P+ 3 \ / 4.O' COVERED ENTRY // \ /// // /// E 0 \\ // EL 34 � LLI PRn t =I- ---_�\ `SEPTIC b ' TANK / 20 ` - — CESSPOOL W \ _ _ VACANT LAND Q / / — 2O•, - T 1\ \\\ \ --. EL 22 - N/F RICHARD REINHART - X' /' / V 1 \ \ \ --=• .' (nom - \ — LOT AREA = 8f 11535 MAIN ROAD - \ L 30_ Ik ` -----— %F3RIWATTITCK NY. 11952 \ ' O t \ \\ EL 26 // / `'-281.6.�' I \ D — g✓) — / N I �, OR 2.027 ---- — \� / 55 w; \ \ � \ / / yrs , ) V) / � f<?6 �I 0 moi`\ \ \\ S57°49 45 E. •T'r• // __—————— ' — \ / a TREELINE m ----�'----------- --- 10 Lij I EL 24 FA \ 1 \ X — W/ ' � 107.24,, 40 � PNSOV6 4 °040E 9220706'.�! , r\H l\s 00, \i� p '9 —— _ 22a --4 APPR6 O PROPOSED PROPERTY LINES //0 \e\ \\AND L O 09'19" 60�� INE S E 450 N z71�3 I _— — �� / �O 0-4 E 89. 9-5 0. 4 ` •i' EL 28—— //N N PROP: E_ l \ 4542 LOT THIREE y z `I� \o RESIDE — \\��� o ,moo o C cRET 1� $00 /� // i'`�•N�o1 — EL�00---`'/// FORMERLY O 3 x 36.1 J / CESSPOOL �p PIP // EL�2— / TM#1000-102-04-07.1 \ ---- \ O, 36y EL,34 —— 24.6 LOT AREA = 40,000 S.F. I ;n � p4.,W 8�•/ // / �/ ----- OR 0.9918 ACRES \\� \ Q ��c N43'09'19'W 61.0 X60 45'—// // /%//// ——— ----- GARAGE co FRAME STONE DRIVEWA Z \ �� 3 Ory 'LF 25.7 6. / / f_ W 150'FROM CESSPOOLS A-Zo� �/ ' N4 N N 00 FRAME \\ — \ RESIDENCE co WELL PROPOSED S4T08'40'E /\ --- / --` 34 80' - W E LL ----------- ' o o - ON 47' 40" (PROP to OED) LE PIPE AR' OP ERT� N 4708'40W PROPOSE$FoLPOLE E 479.78unr o LIM EXISTING DRAINAGE PIPE IoPv�n oRuxAcr: POLE POLE `/'' N 47°08'40"W I - ALVAH9S I = 50 (it -1-0 �w ) LANE NO WELLS OR CESSPOOLS WITHIN 150' OPPOSITE THIS SUBDIVISION ON ALVAH'S LANE FIRST FLOOR TYPICAL SANITARY DESIGN EL 38 0 ----1 OP ID: MEL , 11,. O CERTIFICATE ®F LIABILITY INSURANCE DATE(M0/2017 �,� os/3o/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Unruh Insurance Agency,Inc. PHONE 2 a -335-2923O.Box 5Ext:717-35-298 C No):717 Denver,PA 17517 E-MAIL Mallory E.Leath ADDREPRODUCER CUSTOMER IDH:SHIRK-2 INSURER(S)AFFORDING COVERAGE NAIC H INSURED Shirk Pole Buildings LLC INSURER A:Erie Insurance Exchange 26271 807 Reading Rd INSURER B:Erie Ins.Prop/Cas Co 26830 East Earl,PA 17519 INSURER c:Flagship City Insurance Co. 35585 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM D M D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY Q45-0153561 H 09/01/2017 09/01/2018 DAMAGE TO RFNI ED PREMISES Ea occurrence $ 1,000,00 CLAIMS-MADE I—XI OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS 009-0131793 H7 09/01/2017 09/01/2018 PROPERTY DAMAGE X HIRED AUTOS (PERACCIDENT) $ X NON-OWNED AUTOS $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONX WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS X ER C ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A B (Mandatory In NH) 093-5100926(093-5101231 09/01/2017 09/01/2018 E L EACH ACCIDENT $ 100000 OFFICEEXCLUDED? N 09/01/2017 09/01/2018 E L DISEASE-EA EMPLOYE $ 100000 In If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 500000 A �Leased/RentedEqulp Q45-0153561 H 09/01/2017 09/01/2018 Equip/Ded 100000/1000 A Builders Risk Q45-0153561 H 09/01/2017 09/01/2018 BR/Ded 150000/100 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES Attach ACORD 101,Additional Remarks Schedule,if more space Is required) W 5 Polic /500 5101231 for states other than ND,OH,WA,NY&WY has a limit CERTIFICATE HOLDER CANCELLATION TOWNOFS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11979 Mallory E.Leath ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) IN Business Telephone Number of Insured 717-445-6888 Shirk Pole Buildings LLC 807 Reading Rd lc.NYS Unemployment Insurance Employer East Earl, PA 17519 Registration Number of Insured Work Location of Insured(Only required if coverage is specifically ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property&Casualty Co 3b.Policy Number of entity listed in box"la" Q93-5100926 Town of Southold 53095 Route 25 3c. Policy effective period PO Box 1179 09/01/2017 to 09/01/2018 Southold, NY 11971 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani (Print name of authorized representative or licensed agent of insurance carrier) 1��/ Approved by: 94,1_1 07/27/2016 (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us N� Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation UNDER THE NYS DISABILITY BENEFITS LAW Board PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured (717)989-5393 SHIRK POLE BUILDINGS LLC 1c NYS Unemployment Insurance Employer Reglstratlon Number of 807 READING ROAD Insured EAST EARL,PA 17519 Work Location of Insured(Only required if coverage is specifically limited to 1 d,Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i e.,a Wrap-Up Policy) Number 260-90-2567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 3b.Policy Number of Entity Listed in Box"1 a" TOWN OF SOUTHOLD DBL 6026 70-3 53095 ROUTE 95 SOUTHOLD,NY 11971 3c.Policy effective period 01/11/2011 to 01/11/2018 4.Policy covers: ® A.All of the employer's employees eligible under the New York Disability Benefits Law E] B.Only the following class or classes of employer's employees. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 2/21/2017 By � Joseph J.Masi (Signature of insurance carriers aulhomed represcatalivc or NYS Liccu,cd insurance Agent of that imurance carrier) Telephone Number (866)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mad it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220.Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"41b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature ofNYS Workers'Compensalion Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance tamers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) Certificate Number 417151 i • ' l 'T APPROVED AS NOTED 00e,fa)12�' V',r) E H ALL ODES OF -- - NE�,'vJ YOFiI•� STATE & TO�'�WN CODE S 2. DATE: �• I3 B.P.#�` Q� ,� �_ �,sEQUlF1ED :� _ FEE BY: 4f111Tun�n:main+,gin NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE $0 r, I. + I d u v RD FOLLOWING INSPECTIONS: +, ,+s, },_ T� 1:5 1. FOUNDATION - TWO REQUIRED FOR POURED CQNCRETE 2. ROUGH - FRAMING 8� PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST -- BE COMPLETE FOR C.O. ' OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY ELECTMCAL 1 + t All exterior lighting installed, replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE, BUILDER a 36' 4 _ 8 8 I 8 I 8 �s �a d Z� 2-2X10 MSR SYP n TRUSS CARRIERS / Ln ALL GABLE POSTS NEW BUILDING SPECIFICATIONS �g DESIGN EXTEND TO TOP 26' X 36' X 12'5' POST & FRAME BUILDING � o E OF ROOF TRUSS O_18" X 8' CONCRETE FOOTINGS (TYP) / co - (5301 LB CAP, 4480 LB COLUMN WTD a`) > rn E 101-3'0' X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR a Q C 2 1-16' X 10' STEEL INSULATED OVERHEAD DOOR W/ a) c a WINDOWS & DUTCH CORNERS Q- U > 21► 1-12' X 10' STEEL INSULATED OVERHEAD DOOR W/ o 0 'D, WINDOWS & DUTCH CORNERS Y J a ❑3 4-36" X 48" THERMALPANE DOUBLEHUNG WINDOWS Q d V) CL. � (D ® -3-PLY 2X6 GLU LAM POSTS 8' OC (TYP) Q 0 T'o 2X8 TREATED GROUND CONTACT SKIRT BOARD CD Q0 -D w N N O 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24' OC O ^I OWNER 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS ` V Lf) (991 PLF CAP; 560 PLF ROOF LOAD) cl TRUSS CARRIER TO POST= 04" GRK STRUCTURAL SCREWS W 7 OEAPOSr (2 PER SPLICE MIN) 2331 SHEAR RATING Z Z r PRE-ENGINEERED ROOF TRUSSES- o r 4/12 PITCH, 48" OC, 30-5-5 LOADING ' 4 ROWS 2X4 BOTTOM CHORD TIES (72' OC.) 683 LB UPUFI; H-10A HURRICANE CUPS WO Z 12'��& GABLE OVERHANG W/ VENTED SOFFIT & Q = W 1- 2'X2' PAINTED STEEL CUPOLA W/ WEATHERVANE / 12 GA G-100 PAINTED STEEL ROOFING & SIDING 12 Q J O " PAINTED STEEEl.VENTED RIDGECAP ® Q 5 = = N / 2-2X10 MSR SYP A Ln M TRUSS CARRIERS Ij IN ALL INFORM TON SHOWN ON THIS DRANANG IS THE PROPERTY OF SHIRK 4' �' - - �' �' _ _ �' POLE BUILDINGS LLT TilS DRAWING MAY NOT BE REPRODUCED WTHOUT PERMISSION BUILDER AND BLE 36' }` �G•ep „')) Iw ®® BEFORE CONS MENS ON FLOOR PLAN ®��.LP�.P,e� Pp.--% O� �AMVBY ALS t REVIEW REVISIONS SCALE: 3/16" = 1'0" rrQ 74:�t M. Lu i 2 DATE 8/30/17 % v SITE SIMON s`•%�p•'O 14Z••'��,�®®`� FLOOR PLAN A . BUILDER J za'x za"x � a 24" 24" CUPOLA CUPOLA p k d = v O T 12 s r DO 28 GA PAINTED I O oQ Ln a STEEL 1�"X6" a u ac HEMMED FASCIA ri 36"x 48" 36"x 48" 12'0" X 100 THERMAL PANE THERMAL PANE DESIGN WINDOW WINDOW OVERHEAD DOOR o 0 co 28 GA 6" V2811GAII PAINTED STEEL N Q PAINTED STEEL WALL PANELS Q CORNER TRIM ATTACHED W/ SCREWS BASE Q- oT a > ANGLE o o Q d a 0 BACK SIDEWALL LEFT ENDWALL Do o o s ".6 SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" 0 . E Ld OWNER 24"x 24"x Lo 24" 24" CUPOLA 28 GA PAINTED STEEL CUPOLA Z L Q� 12" RIDGECAP(VENTED) 28 GA. o r PAINTED STEEL } 28 GA PAINTED STEEL T 4 2 6" RAKE TRIM N Z SCREWDOWN ROOF i = PANELS �t 28 GA PAINTED uJ ANGLE ZOUBLE TRIM 1' aQ0 36'x 48' 36"x 48• 1 6'0 X 10'0 THERMAL PANE THERMAL PANET �+ WINDOW WINDOW 3'0'x 6'8' i. ENTRY ;r, OVERHEAD DOOR ccom in DOOR � (V AIL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAWNG MAY NOT BE REPRODUCED WTHOUT PERMISSION BUILDER ANO OWNER ARE RESPONSIBLE TO VERIF ALL DIMENSONS FRONT SIDEWALL RIGHT ENDWALL e��Nat11L1p"'"c''Iq�aIoe BEFORE CONSTRUCTION ` F•'.c°Y�''<A DRAM BY ALS W SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" \�' Q` • • KOP•ti O '®�� REVISIONS n �4m.•¢ a DATE 8/30/17 fn ; SITE SIMON N _` ELEVATIONS %SOA•.. 142 �Z��� ra SSeew0a°`��®� A � 2 BUILDER a r � 2X4 ROOF PFRLIN o r PAINTED PoDCECJIP S NAILS 20 GA. PAINTED �g ROOF TRUSS PER iR1155 7RF STEEL ROOFING = u VENTED OR 2'WENTERTITE PAINTED SCREWS _SEALTITE AINTED STEEL GALKx.20 2X4 ROOF \ \ RAID: M CLOSUREUN 24 ON CENTER GIOC WAIL 2X0 F PAINTED TRUSS 2X0 H � LL LS PUC£ INTO a SCRE15 DOD METSIDDRO VENTED G X- AL a1`NEK!ERT TE OVERHEAD Ilu SOFFIT 1L a �P4EidJ '�F� PAINTED ON OQ OVERHEADSCREWS SMTRWtJMMRAL �EAD R M AL FSI TRIM o•,�a DOOR WEATI ERSTRIP SIDING //1 SYP ORK STRUCNRAL 12'RIDGE CAP PETAL 8mIN0 ! ROOF PURLIN 'TIONS$ SCREW TO POST OVERHEAD DOOR GABLE OVER DETAIL ROOFING FASTENERS FASTENINO DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL SCALE 1/2'- 1.0' SCAIE: 1/2'- 1'0' SCALE 1/2'- 1.0' SCALE: 1/2'- 1'(' SrrLLE 1/2'- 1'0' SCALE: 1/2'- 1'0• DESIGN W O O PAINTED STEEL a- — 0 WALL POST ROOFING L N ( o 3-3� WALL POST g NAILS �4 ROOF PERBINED DOOR JAMB 2X0 FACE BOARD j Q F GALV.WULS / CRIT Tr -N PAINTED \ GALVAN® FASCIA C Q a D SCREWS N o (1 6-3i' ROOF VEMm O 0 a�0 CI1LV.NNIS PER GA PAINED STEEL CHANNEL DE PST FmI T J C a RW� METAL SIDING a O •� SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12•EAVE OVERHANO 0) O = FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL E T p srAIE 1/2•- 1.0- SCAM. 11r- 1.0. sCJIF• 1/2•- ro• SONE 1/2'- 1'0• w 28 GA. PAINTED STEEL OWNER ROOFING INSTALLED W/ `2X44PERBO BOTTOMENT CHORDSCREWS ds WASHERS W M BRACING(SEE TRUSS Z Z WG FOR SPACING) 0 Z(6 SPF T 2X4 ROOF FACE BOARD C URLINS 24'OC. PAINTED 2X4 F DIAGONAL BRACE G Z FFASCIA ma�!.Fz ASTED FROM Rm 11 1 DlE 10 BDM FA1A:S PRE�CIl� N = W 48' PRE-ENGINEEREDF PANELS 11 J nI 111 111 TRUSSES 48'OC. STEEL H-10A HURRICANE CLI F&J TRIM Q 2-2X10 MSR SYP TRUSS CARR 2X10 MSR SYP TRUSS CARR INTO POST O 31 V 3 PLY 2X6 GW-IATA 2X4 SPF SIDEIMALL GIRTS 24'OC. M = , N POSTS B' OC. TYP. 1 V WALL BRACING REGUIREAENIS. 28 GA.STRUCNRAL STFEL ALL INFORManON SHOWN WALL BRACING PANELS INSTALLm TD EXTERIOR AWPA U1 TREATED POSTS 8'OC.TYP. ON THIS DRAWING IS THE REGUIREMEIRTS: OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK STRUCI RAL POLE BUILDINGS LLC STEEL 'IN THIS DRAWING MAY NOT 2X4 SPF WALL GIRTS 24'OC FMNES DRSST BE REPRODUCED MiHOUT WITH SCREW PERMISSION BUILDER AND GRADE OMER ARE RESPONSIBLE GRADE .4 TO VERIFY ALL DIMENSIONS 2X8 PRESSURE TREATED PRESSURE TREATED \\G N /,'14 BEFORE CONSTRUCTION �5'N-�4010E0l DP0S(tI SYP SKIRT BOARD SYP GROUND CONTACT �� V e:V �,ro�® pRgNtV BY ALS GRADE OF SIC(BOTTOM ( P�FNAU 2XB SKIRT BOARD a`�1��. °�� ��P REV EW v. \/\/\/\/\/\/ /\/\/\/\/\/\/\/\/\/ \/\/ m ��5 '°'9 REVISIONS 3/4' NE BAS COMPACTED \ �BPTIONAL� SOIL BACIOILL / OD \\\�\ \\j\ \ \ \j 3D00 P9.OONCREIE,/\j�\jam\j \ m o 3000 PSI.CONCRETE FOOTING / I i\%/\\% /\\/\\//3000\PSF/SOIL/�/\\/\\/// \\% ON FLOO(RPLAN)/\/\\\/\\%/ \\%/ m 1TL g� �°W DATE 8/30/17 / / / / / / / / / /Ug (SEE SITE ON FLOOR PLAN) / SITE SIMON \\/\\/\\/\\/\\/\\\\\\\\\�'\•.- r FQ`°°1 SECTIONS TYPICAL FRAME \\j/\\j/\\j/\\j/\\j/\\j/\j\\j/\\//\\/ TYPICAL FRAM E /\�//\�/�\�// �'s,p 142•..•`��`` 3 SECTION i./i/i./i./i/i./i,/i/i,/i. (SIDEWALLCTIO VIEW) (ENDWALL VIEW) A SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" BUILDER vJ BUILDING DESIGN NOTES AND DETAILS A4 1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) n k FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE c SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN � � NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4 9 STRUCTURAL DESIGN PARAMETERS ® „ LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED BUILDING USE= STORAGE p a A42 FOOTINGS USE GROUP=U STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=5B UNPROTECTED � LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN r FOLLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED TOTAL FLOOR AREA (SQ FT)=936 DESIGN A4 3 FRAMING LIJ O E LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=13,716 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND i a) m o YELLOW PINE TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER GUST), AND 103 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. > Q rn FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE o CL USE CATEGORY 4B AND SECTION 52) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND 30 PSF(LIVE) MIN SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS o a �> SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP A4.10 APPLICABLE BUILDING CODES J A4 4 ROOF TRUSSES U) a ROOF TRUSSES SHALL BE PRE-ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q - o 2015 IRC/2016 NY SUPPLEMENT CODES l E COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE A4 1a� o - TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 1 DESIGN CRITERIA: a E SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING _D w OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11 1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) Lo & IBC 107 3 4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) Z Z r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) o r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) - () Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9 1. 2308 10 1, AND 2308 10 6 A412 WARRANTY NOTES 0 < Uj A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN J REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND O FOOTING CONNECTION ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC O cl V TO MEET DESIGN LOADS SPECIFIED NAILS USED IN 60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE M SHALL BE 120 HOT DIPPED GALVANIZED, ASTM A 153 PLATED 1 2 MIL SCREWS, AND A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 65 CLASS G 185 HARDWARE THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS IS 2 THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3 THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS MINIMUM # OF 12D NAILS IN 12' STRUCTURAL TIMBER IS 1 PER 2" BOARD WIDTH SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORM AT ON SHOWN ON THIS DRAW.NO IS THE TRUSS CARRIER CONNECTION TO POST ids"x4" GRK RSS STRUCTURAL SCREWS SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK VALUES, SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POSE BUILDINGS LLC THIS DRAWING MAY NOT LBS, HEAD PULL THROUGH=825 LBS, MIN BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRODUCED WITHOUT FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OMER ARE BUISDER ANO A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE L DIMENSON NOT APPROVED BY A CERTIFIED ENGINEER ��-..•� TO VERIFY ALL OIMENSOVs WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED �. 11111 10 0 0111 / BEFORE CONSTRUCTION COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `®off F"f��(�y, DRAVNJBY ALS MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED %* < p O�s� REVIEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED o q) Q Fi% `� �� REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, =C1 % zo� 2 DATE 8/30/17 BOTTOM EDGE OF STANDARD ROOFING MATERIALS.,' P o SITE SIMON N ' S =`� DETAILS 142 a`� QFESsloxll�e ````aA � 4 Job Truss Truss Type Qty Ply 26 Stock Truss 130mph 129072922 8702270 T26 FINK 1 1 Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7 640 s Sep 29 2015 M7i ek Industries,Inc Tue Feb 21 10 14 212017 Page 1 ID CIY2zi510nLMsLlyH01 Sy9zy2Xm-dQQ7egsBXdcsk_QMr6evMnr4KIA?ppc4v2WnBgzOcwW 0-10-8 Gi 614 13-M 19-1-2 26-0-0 6-/0-B 168 6-1x14 6-1-2 6-1-2 6-10-14 0-10-8 5x6 = Scale=1 471 4 00 12 2x4 3 11 12 5 1 2 6 7 A 0 Io 10 9 8 0 4x8= 3x6= 4x6= 3x6= 48= 6-11-4 13-60 17-0-12 26-0-0 6-11-4 + 4612 40-12 8-11-4 l Plate Offsets(X,Y)— f2 0-1-2.Edge).[6 0-1-2 Edoel LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.34 2-10 >904 240 MT20 197/144 (Roof Snow--30.0) Plate DOL 1.15 BC 0.97 Vert(CT) -0 54 2-10 >565 180 BCDL 5.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.17 6 n/a n/a BCDL 0 0 BCDL 5 0 Code IBC2015/TP12014 (Matrix) Wlnd(LL) 0.18 8-10 >999 360 Weight 1181b FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP NCA TOP CHORD 2-0-0 oc pudins(2-9-9 max.) BOT CHORD 2x4 SPF 1650F 1.3E (Switched from sheeted Spacing>2-8-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing REACTIONS. (Ib/size) 2=2166/0-6-0,6=2166/0-6-0 Max Harz2=146(LC 9) Max Uplfft2=-683(LC 10),6=683(1_C 10) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-3=4693/1396,3-11=-4055/1217,4-11=-4028/1240,4-12=4028/1240,5-12=-4055/1217,5-6=-4693/1396 BOT CHORD 2-10=-1211/4312,9-10=708/2955,8-9=708/2955,6-8=-1211/4312 WEBS 3-10=1083/443,4-10=297/1308,4-8=-297/1308,5-8=-1083/443 NOTES- 1)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf,BCDL=3 Opsf,h=15ft,B=45ft,L=28ft,eave=4ft,Cat Il, Exp C,enclosed,MWFRS(directional),cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL ASCE 7-10,Pf=30 0 psf(flat roof snow),Category ll,Exp C,Fully Exp,Ct=1 2 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20 0 psf or 1 00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads 5)Dead loads shown include weight of truss Top chord dead load of 5 0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load 6)Plates checked for a plus or minus 2 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 Ib uplift at joint 2 and 683 Ib uplift at joint 6 9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysts and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building N� designer ® / 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �JPN GARC 09� r tu m , �, �O 01 0800 SOF SS10�� February 21,2017 WARN/Nr-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/032015 BEFORE USE. *,AN R' Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing ��6'��° is allays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fa incation,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 16023 Swmgley Ridge Rd Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandna,VA 22314. Chesterfield,MO 63017