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HomeMy WebLinkAbout43563-Z ��Q���FFOt,f�dGy Town of Southold 3/10/2020 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41126 Date: 3/10/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 400 Waterview Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-7-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2019 pursuant to which Building Permit No. 43563 dated 3/18/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory storage building as applied for. The certificate is issued to Haase Jr,Robert&Rachael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43563 1/17/2020 PLUMBERS CERTIFICATION DATED A rize Si ature SUFFnc�-�, TOWN OF SOUTHOLD BUILDING DEPARTMENT 1w z 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#: 43563 Date: 3/18/2019 Permission is hereby granted to: Haase Jr, Robert & Rachael 400 Waterview Dr Southold, NY 11971 To: construct accessory storage building as applied for. At premises located at: 400 Waterview Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-55 Pursuant to application dated 3/4/2019 and approved by the Building Inspector. To expire on 9/16/2020. Fees: ACCESSORY $580.00 CO -ACCESSORY BUILDING $50.00 Total: $630.00 Bui n spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: q®® LJAT672VZFw &,�, Out t{c o House No. Street Hamlet Owner or Owners of Property: ke,&E T d- P_NC1(AC-c. 0A+\5c Suffolk County Tax Map No 1000, Section -7$ Block 01 Lot 0 Subdivision 0 Filed Map. Lot: Permit No. 4�60) Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ��►/ 0 Applicant Signature oF sovey®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.deviina-town.Southold.ny.us Southold,NY 11971-0959 �` y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Haase Jr Address: 400 Waterview Dr city Southold st: NY zip: 11971 Budding Permit#: 43563 Section: 78 Block: 7 Lot- 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric Inc. License No: 4926-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower Range Reept Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment 100A Sub Panel 20 Circuit- 7 Used Notes: Garage r Inspector Signature: Date: January 17, 2020 S.Devlin-Cert Electrical Compliance Form.xls �4 a OE SOU # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION r [ ] FOUNDATION 1ST rco� [ ] ROUGH PLBG. -[ ] FOUNDATION 2ND ` [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ` [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION% [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL- (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v oc�w At., ol AV, AV I -"w f DATE ® INSPECTOR Of SOUIy� 1� ! 56 ✓ - t-W / Y v W /�1( ) LL * # -TOWN OF SOUTHOLD BUILDING DEPT.' `ycourm, '' 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] -ROUGH PL13G. [ ] FOUNDATION 2ND- J_ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFEWINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL-) C is [ ] CODE VIOLATION ril PRE C/O REMARKS: C� DATE INSPECTOR ���/ SOF SOUTy o� O� # # TOWN OF -SOUTHOLD BUILDING DEPT. �o • ,o `��nuMr 765-1802 , - 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND-- [ -],JKSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: i ow �✓�- o F) 6u - `ok ow 11A W�_ t Tyo- DATE D INSPECTOR FIELD INSPECTION REPORT DATE COMMENT ol 4 lq FOUNDATION (1ST) um ' H ---------------------------------- 'FOUNDATION (2ND) O ROT JGH FRAMING& PLUMBING INSULATION PER N.Y-. y STATE ENERGY CODE q3ol,dot 9411S A SA ws FINAL E-71 ov- ADDITIONAL COMMENTS -1 oa 5 t z ' rn z z H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you.have or need the following,before applying? TOWN HALL _ Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board appioval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. _ Check ' Septic Form N.Y.S.D.E.C. ! Trustees C.O.Application Flood Permit Examined_ ,204_( Single&Separate_; Storm-Water Assessment Form ! Contact: ! Approved I '20 Mail to: Disapproved a/c Phone: (031—92'fv--3-73'1 Expiration / ,20 D FJ �(�,� Bu' I ector ' DD APPLICATION FOR BUILDING PERMIT MAR — 4 2019 Date 31y , 2019 INSTRUCTIONS a. hd be completely filled in by';typewriter or in ink and submitted to the Building Inspector with 4 sets of Ia *aMwo scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises ibr 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 shal I 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 Insp�ctor may authorize, in writing,the extension of'the permit for an addition six months. Thereafter,a new permit shall be requiiied. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - — (Signature of applicant or name,if a corporation) 4100 UM6RvZ&w bN S�AgXjkc.p WJ Ili- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises K® &&K MSAINCKAeL 4AASG (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: 1-100 W PTem-W SoUrT�la m House Number Street Hamlet County Tax Map No. 1000 Section 113, 0 Q Block ®1.0 0 Lot p SS i 00 0 J 1 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 PesAe4m, b. Intended use and occupancy 5-raao,G C 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work J$ Removal � Estimated Cost VAI,000 Fee . (Tb be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling u its on each floor If garage, number of cars - i �If business, commercial or mixed occupancy, specify nature and extent or each type of use. Dimensions of existing structures, if any: Front -12 q` Rear -17 t,(4 ° Depth 29(8' Height Number of Stories I 1 i Dimensions of same structure with alterations or additions: Front d--, r�..-z. Rear Depth Height Number of Stories Dimensions of entire new construction: Front 30' Rear �0° ' ' Depth qd a Height 11' II'° Number of Stories Size of lot: Front Rear Depth �0. Date of Purchase 2(, I Name of Former Owner UTUrk QoS15o5kL ' Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Qc, m d- kmmc tamnst,Address 466 U hynuxL-w bix Phone No. 631 9U. 3-13-1 Name of Architect Address I Phone No Name of Contractor P. 8-1 an5g Address o, Jo alb Phone No. CAST FAQ I-1A / 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 gEQUIRED. b. Is this property within.300 feet of a tidal wetland? * YES NO I * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. I 17. If elevation at any point on property is at 10 feet or below, must provide tl pographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. I STATE OF NEW YORK) SS: COUNTY OF , being duly sworn, deposes Lid says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6155050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk noun xy Commission Expires April 14,2 M'o of said owner or owners, and is duly authorized to perform or have performed the sad 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 (/A ^� l� 201 t� Notary Publicignature o icant I i r ' 4 � Scott A. Russell °su p ��C'��>1KMWA\T)EIK soft \NA\(G IEMJENT SUPERVISOR z MCA SOUTHOLDTOWN HALL-P.O.Box 1179 47Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O CHAPTER 236 - STORIVIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY OF THE F011-OWING: (CHECK ALL THAT APPLY) Yes No ❑[9 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. E]o C. 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 f loodplain as depicted on FIRM Map 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 Informatlon, 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 withyour Building Permit Application. S.C.T.M. 1000 Date: APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) District Q� i -73 0-1 OSS408- NAME: p J� �`i� Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information Reviewed By: — — — — — — — — — — — — — Date: F3" 7"'j Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. //C)o f. p'tERVsgw — Stormwater Management Control Plan Not Required. Jper'rtttdc D N`'l l 191 ❑ Stormwater Management Control Plan,is Required. (Forward to Engineering Department for Review.) FORM w SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.*: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �� — 4�' �civo� S-s- Stormwater Management Control Plan CHECK LyST NAME: z l- Section Block Lot - S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pin"Rml Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklists ignatui a Tekpb—Numbe, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. /7100-0- Tl4+4.%J o 6&ou*4&gv1rr e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) 00 g. Location of all existing & proposed structures,roads, O� driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& �}cc C-jEVATs'aWS P,e.cs AT 6AAH4No C"A#4 ar _VO4 b-ccuvtru+UV, proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 I.Jb CONTROLS j. Location of proposed Soil Stockpile Area(s). 0 00 T tai 2E MCI— k. Location of proposed Construction Entrance/Staging Area(s). 0 a Entrance, 1. Location of proposed concrete washout area(s). Awe & r M.Location of all proposed erosion&sediment control measures. vVlre Backed 1 2. Stormwater Management Control Plan must include Calculations showing Se edin o expose that the Stormwater improvements are sized to capture,store,and infiltrate on-Site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. DRAINAGE INSPECTIONS ARE REQUIRED MAK 3. Details&Sectional Drawings for Stormwater practices are required for approval. - l 560 F5 fare Items requiring details shall include but not be limited to: ''�• a. Erosion &Sediment Controls. 0 hat b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERI EPART N USE ONLY**** ® Additional Information is Required. Stormwater Management Control Plan is Not Complete. Reviewed & F I — - - - - - - - - — — — — — — — — — — — — — — Approved By: IStormwater Management Control Plan is Complete. 3 —0 I �" SMCP has been approved by the Engineering Department. Date: FORM SWCP heck List-TOS MAY 2014 ��SUFFI!tA,- BUILDING DEPARTMENT- Electrical Inspector ��O Gy TOWN OF SOUTHOLD CD � ` 9 20 Town Hall Annex - 54375 Main Road - PO Box 1179 o A� - Southold, New York 11971-0959 y�,01 Telephone (631) 765-1802 - FAX (631) 765-9502 ,rogerrpsoutholdtownny.gov - seand(c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 Company Name: 7uc E ZLFcrprc _:�?-wc Name: r2Awk RAy06n License No.: 2/1IZI6 ME email: Address: pe & 1 D6 S- COTC H 0C'U KY-1 119-ss— Phone No.: &31 LI-78" Z80l JOB SITE INFORMATION (All Information Required) Name: 1Z0a&R% "Ae"s Address: 1lpp GJAT&kVx-&c4 p Cross Street: M,��,,,� <<,✓ 12� Phone No.: (,03 S 01 3`13`1 Bldg.Permit#: G/3.15 63 email: Rosi"-3�37F� �ltiay.cc�^� Tax Map District: 1000 Section: '�$ Block: '7 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) W&cc , Accessag�j s-rz5R.A6(�7 1Ruzccc1rra3G - 15LA No,*sc, L--rGwrzzu& Awb 6FCT 6 FC6-PrAccE- Circle All That Apply: Is job ready for inspection?: (�a/ NO ou Fina Do you need a Temp Certificate?: YES /� Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals v Sao 1 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the c� day of �.�G�! U , 2015 r between WILLIAM J.'DOROSIU and PATRICIA L.DOROSKI,husband and wife, residing at 352 Division Street,P.0.Box 2075,Sag Harbor,New York 11963 party of the first part,and ROBERT HAASFAand RACHAEL�HAASE,husband and wife, residing at 23530 Main Road,P.0.Box 534,Orient;NY 11957 lF party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Southold,in the Town of Southold,County of Suffolk and State of New York. SEE SCHEDULE`A'ATTACHED HERETO AND MADE A PART HEREOF Being and intended to be the same premises as described in deed recorded February 27, 1997,in Liber 11818 page 237. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to- said osaid premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. M J. ROSKI kkFkICLA L. R SKI NYSBA Residential Real Estate Farms on HolDoci (9/00) Copyright Capsoan Development Df. e, e LIBE?7407 F>f4a 341. Stmda,l N Y 11 7.U, roan 11110:— — •-Bargain and Sale Deed,with Covenank against Gnnnv s Acts—individual or Corporation, (single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD lE USED NY LAWYERS ONLY THIS INDENTURE made he ll t th day of May ,nineteen hundred and seventy-three � BETWEEN M G JULIUS ZEBROSKI, residing at (No Number) Bayview Road • fir Southold, New York 11971 party of the first part,and JOSEPH J. DOROSKI and JENNIE M. DOROSKI, his wife as tenants by the entirety both residing at (No Number) Main Road, Peconic, New York 11958 party of the second part, WITNESSETH,that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County'of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING, at a monument set on the curved easterly line of Watervie 'r.- Drive, 343.00 feet northerly along said easterly line from Bayview Road, RUNNING THENCE, along said easterly line of Waterview Drive three (3) courses, (1) Northerly on a curve to the left, having a radius of 225. 07 feet, a distance of 83.10 feet, (2) North 15 degrees 01 minutes 30 seconds West 179.23 feet to an iron pipe, (3) Northerly on a curve to the right, having a radius of 61.12 feet, a distance of 50.80 feet to a concrete monument, =THENCE, along land now or formerly of the party of the first part South ^39 degrees 09 minutes 40 seconds East 394.19 feet to a concrete mono- ment, THENCE alongland now or formerly of the y party of first part South 25 ti� 1 degrees 05 minutes 30 seconds West 104.17 feet to a concrete monument, THENCE, North 59 degrees 01 minutes 00 seconds West 185.96 feet along land now or formerly of the party of the first part to a concrete mon- o ument set at the point or place of beginning. BEING AND INTENDED TO BE, a portion of the premises conveyed to the par= ty of the first part by George M. Tisdale and Helen B. Tisdale, his wife, by deed dated January 17, 1944 recorded at the Suffolk County Clerk' s Office on February 7, 1944 at Liber 2341 cp 164. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises ]herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in Compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvemt•nt before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above } written. :;32r / IN PRESENCE OF. 1 4 t JULIUS ZEBROSKI I' LESTER M. ALBERT-SON E C 0 R D E D MAY 30 1914 Clork of Suffolk County l �5 4:,3 a I � \ • 1"1 m 0 o 0 �S �M f �. ... .�...ra.-e��, �°° ,� a m- N er _ a..a N� � _ ,,�.. _ _ 3 ��.�`` tiw� ,�.�` �.,�� � � '4. �•�_ 1 �' � ��, •.� � � � - �� � r, :«� � , � -,-- � ' r, 1 � :, a � 3 ` , 1 1 ,. a _ 1 r. , � -- . . :, \ rr 1 1, dl�au e _ :' .. �.fF a��lanr �d�t�nTgcP �LM�'•Es..Ww'wAw.• r. c _. C g ,:r m � K n �� � —...— � n ArR�111P1� w c• � _ �- i �R �. �� ` _... >. L � i � " r - i' 1 t. i � ' .. -i // �_ ,a+' . ., i �� � ' F i � �/•' �� /� r i • . � e ?s ''�z s//%//�/��i /i% � ����%r� � � ��z, j ew - ... j r ___x - *� �_�� -� _�' � �. - ;� +. 1 ✓ -,YJ 1 1 . � r tr r �:- 4 .�. ji1�„gym”"II�' o11� llr""INI IId'1111 I �1 �11111 } e .., . ... ':� �,: w� ..; ,. s�o ........_�._._. .r_�: o. _ , .� V R �.-.n.m—.--- SURVEY OF PROPERTY N AT BA YVIEW .�� TOWN OF SO UTHOLD FMON ND. % SUFFOLK COUNTY, N. Y., <\ p 1000-78-07-55 �.� SCALE.• 1'=40' c Cr � '�i JUNE 17, 1998 ca �� FEBRUARY 11, 2015 FEBRUARY 21, 2019 (STORAGE BLDG.) .S, APPROVAL OF STORM TER MANAGEMENT CONTROL -To n ode Ch t r Date: /� � Approv d y: A �• �. SOF EROSION & DIMENT CONTROLS Shall include but not be limited to: p A well maintained Construction Entrance, IP-0 Wire Backed Silt Fencing, stabilization & V+- 4i Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Sp Backfill, OR Provide Engineer's Certification /Ij that the drainage has been installed to Code. Jv N Co Y W ' e 5' 28'8 CONC. N ' STOOP w UNDER70 f � 1 Ln 1 -C v Ln 1 �Q W 90F • z = � MON. 6e.7' 29.8 o IT X FND. rONC. fi � rn MON. FND. �o moo. �P\• ^ Q- --'a NS9o', P5Q � C 40.0. O hj q 9 pe oRgOSF° T ,�o h' ..0. 11 S R -Z. °'q D C ' otiT �ry �o n, F 110D 5T- X 2/12 = 2fb C,f 2fb of a' 421 - 9,11 vee u5 x 6! deep LV ,A Q O � Uh a� CERTIFIED T0: FIDELITY NATIONAL TITLE INSURANCE COMPANY ASSOCIATED MORTGAGE BANKERS, INC„ ISAOA 'CEOF NEW ROBERT HAASE O RACHEL HAASE g �� �Er�0 AREA = 41,431 S0. FT. ' < � ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON lC. N0. 49618 pE .P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77F7CA77ONS (631) X (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX'909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET Q f� IMIOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 vv_ —212 i 1 SURVEY OF PROPERTY AT BA YVIEW .�� TOWN OF SO UTHOLD MON �� � � SUFFOLK COUNTY, N. Y. �p� O 1000-75-07-55 SCALE.• 1'--40' JUNE 17, 1998 I� � B1( FEBRUARY 21, 2019 2015 # STORAGE BLDG. s oo, 0 O � vis Z- O,L t� 0 64.5 CONC• STOOP UNDER f r � N N � � } s l0 AT' O Oc) ( �R w9oF n T N � 68.7' 29.8 / MON. FND• co C. rn MON. I I FND. ti$ , Q 900 � P5 moa O !y 40. � o jORpp p• o O q S M �0 pSfp Cdo Rpq C .01 CERTIFIED T0: FIDELITY NATIONAL TITLE INSURANCE COMPANY ASSOCIATED MORTGAGE BANKERS, INC., ISAOA ROBERT HAASE �� Q� � 3-p RACHEL HAASE AREA = 41,431 S0. FT. * Y. lC. N0. 49618 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC71ON 7209OF THE NEW YORK STATE EDUCATION LAW. C P t,�• �,! t~;'`� ' • EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER70CATIONS (631�� � j (631) 765-1797 HEREON ARE VALID FOR 774IS MAP AND COPIES THEREOF ONLY IF P.O. BO .. t SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET (�f� WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 vv-212 JAN 2 8 2020 N SURVEY OF' PROPERT Y AT BA YVIEW TOWN OF SO UTHOLD = SUFFOLK COUNTY, N. Y. 1000-78-07-55 - ^'a SCALE.- 1'--40 JUNE 17, 1998 — ��, FEBRUARY 11, 2015 JANUARY 28, (AS BUILT GARAGE) - s / oma, 0 o '4F -)3 vis Z— O41, cf- 41-5 ti 64.5 29.8' J O CONC• �' OD STOOP � UNDER � � W (Nj1 diw �� i a sTo�, /lJ m 68.7' T 29.8 C MON. FND. CONC• s rn MON. I ' I FND. 90� Py o� OO Al 8596'' •�s' h O Fl7i CERTIFIED T0: FIDELITY NATIONAL TITLE INSURANCE COMPANY ASSOCIATED MORTGAGE BANKERS, INC., ISAOA �l� E� p ROBERT HAASE •�. RACHEL HAASE �� , A��`� AREA = 41,431 S0. FT. f � „ %I,G`. ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON °.� N0. 49618PECONIC ,�c . OF SEC77ON 72090F THE NEW YORK STATE EDUCA770N LAW. EXCEPT AS PER SEC770N 7209—SUBDIVISION Z ALL CER77F7CA77ONS (631) 765-5 2-01-A (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. 98-212 SOUTHOLD, N.Y. 11971 6&1 APP 0 ED AS NOTED DATE:C B.P.# 3 COMPLY WITH ALL CODES OI- FEE: 5 BY: NEW YORK STATE & TOWN CODE NOTIFY BUILDING DEPA AT AS REQUIRED AND CONDITIONS O ELECTRICAL 765-1802 8 AM TO 4 PM FOR THE INSPECTION REQUIRED FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED `S@dfi+�8t£ @ttf{�N�ggARC FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ®�UT_He6iF NSR ES 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 ,of the Town Code OCCUPANCY O DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification USE IS UNLAWFUL that the drainage has been installed to Code. WITHOUT CERTIFICA7 OF OCCUPANCY W NOT PROCEED-WITH PRAMING'UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPR0VED. =+� BUILDER 40' 8' =I_ g' -8' -I 8' g' n o H e � � r R Y 2-2X12 MSR SYP TRUSS CARRIERSF2_1 F2_1 v NEW BUILDING SPECIFICATIONS g0 ALL GABLE POSTS EXTEND TO TOP 30' X 40' X 10'6" POST & FRAME BUILDING OF ROOF TRUSSO-18" X 8" CONCRETE FOOTINGS (TYP) / DESIGN (5301 LB CAP; 5080 LB COLUMN WT) � o u 12-3'0" X 6'8 iii FIBERGLASS ENTRY-DOORS L Q) co •o a> > E 01-16' X 9' INSULATED OVERHEAD DOORS / o Q p W/WINDOWS & DUTCH CORNERS c Q a ]7-36' X 44" THERMALPANE SINGLEHUNG WINDOWS Q6,° o o 0 00 _]l-TWIN 36"X44" THERMALPANE SINGLEHUNG WINDOW Y J Q ® nn -3 PLY 2X6 GLULAM POSTS 8' OC (TYP) W/POST O L $ SAVER POST PROTECTION o 2X6 TREATED GROUND CONTACT SKIRT BOARD E Ui O 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC CV Qo O ovv ff LLNJ 2-2X12 MSR SYP TRUSS CARRIERS @8' SPANS (1270 PLF CAP; 1200 PLF ROOF LOAD) Q 1� TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS = T_ 8 @EA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING J co PRE-ENGINEERED ROOF TRUSSES- W W >. 4 & 14/12 PITCH, 24" OC, 30-10-10 LOADING = - Z H-1 HURRICANE TIES UQ w Q �16' ATTIC STORAGE ROOM W/ 40-10 FLOOR LOADING FW- _J J" T&G ADVANTEK FLOORING IN ATTIC STORAGE ROOM D Q 0 42" WIDE STAIRS W/RAILING TO ATTIC STORAGE ROOM t _r_FOT1-FACEDlRSIJ9MN UNDER RWMG 42"X42" 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIAW CD O LANDING 28 GA. G-100 PAINTED STEEL ROOFING & SIDING m d' co 12" PAINTED STEEL VENTED RIDGECAP 0 ALLI� 17-7 3" RISERS 1 ON INFORMATION SOTHE 4 2-2X1 2 MSR SYP PROPERTY OF SHIRK BUILDINGS LLC 15-11 " TREADS TRUSS CARRIERS THISEDRAWING MAY NT BE REPRODUCED W17Hour PERMISSION.BUILDER AND _ OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSION S or ��ry� 0`y, BEFORE CONSTRUCTION 8, Q, -� Q, �- Q, _�^.t�VO, . c. ° �--�'per DRAM BY ALS U 4Uo' U CJ `mom.,,k,> � `r /�Ci!°°t'P�E REVIEW � REVISIONS FLOOR PLANS uJ ` DATE 1/14/19 „ o cyT oo o SITE:HAASE SCALE: 3/16 = 1'0" � � ,°.,(, ,h�oo°�_ FLOOR PLAN BUILDER 41 1 E b�a tr 36"x 44" x 44" Z u THERMAL PANE THERMAL PANE Cd 12 WINDOW WINDOW n 14 28 GA. PAINTED STEEL 1j"X6" J11 1s HEMMED FASCIA "AA x"dL "AA x"dI, 1' "PA x"dE "AA x"d& 3HA9 JAM93KT 3HA9 JAMA3HT 30A9 JAMA3HT HA9 JAMA3HT DESIGN WOOHIW WOOHIW WOOHIW OOHIW is 28 GA. BASE PAINTED STEEL Q ANGLE CORNER TRIM 0) o 11 IIILLLL[Lil 1111 11 0- 0 cCC — m cn CL Q 0 rn o BACK SIDEWALL LEFT ENDWALL co n o Y SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" w 28 GA. PAINTED STEEL 12" RIDGECAP(VENTED) 28 GA' Dwff PAINTED STEEL co 4 2 6" RAKE TRIM Q T J ?! r = W Z 28 GA. PAINTED STEEL 141 V 0 SCREWDOWN ROOF Q PANELS TWIN 36"K 44" NX THERMAL PANE � � F— CD WINDOW N = W 0 '0 N J'0'X m 1' S'0"x E O y urE "AA x R3 y DH[ DOOR 3HA9 JAMawiw T DOOR WOOHIW doorsI.I. 11111111 16'0 X 9'0" \\ - ALL INFORMATION SHOWN 01 ® O a ON THIS DRAWING IS THE Y� I PROPERTY OF SHIRK \\ p POLE BUILDINGSLLC 28 GA. PAINTED STEEL OVERHEAD DOOR THIS DRAWNG MAY NOT REPRODUCED WTIHOUT •� WALL PANELS �• �PERMISSION RESPONSIBLE ATTACHED W/ SCREWS ,I,s TO VERIFY ALL DIMENSIONS ® BEFORE CONSTRUCTION `a .'ma aC�m v �!s•O DRAWN BY ALS ti �mmaa ��^''`e�• "ao��OBe°s REVIEW FRONT SIDEWALL RIGHT ENDWALL< �je s•. ,ye�v REVISIONS' SCALE: 1/8" = 1'0" SCALE: 1/8' = Al G' a� I DATE 1/14/19 SITE:HAASE ���•amm yt�2 ��� ELEVATIONS N91i;f°le7Et�tt' A . 2 ti.� BUILDER 2%4 ROOF PERUN � PAINTED RIDGECAP 6 �� ROOF � 29 GA PAINTED �hit h 21NEATERRTE ,ROOF TRUSS PER TRUSS TRUS5� STEEL ROOFING = VENTED OR PAINTED SCREWS 28 CA STRUCTURAL 2-3}"%.120 2X4 ROOF / \ RAKE TRIM C � � SEALTITE PAINTED STEEL i CURE 2%4 GIRT OR PERUNGALV' � PURLIN WALL pOgT 2X6 FA*PAINTEI 24"ON CENTER A'X4"GRK OARTRUSS STRUCTURAL 2%8 HEADE WGAW�NAIL.S PUCE INTO CPDD SCREWS METAL SIDING p X �2X4 R00% PAINTE SCREWS DOOR TRIM RHEADGABLE TR SS FdW TRIMU. v SOFFIT URAL PERU S 9.ON CENTER STRUCT. OOF� y RUSSES POST OVERHEAD DOOR SIDING n ATHERSTRIP //1 SYP ORK STRUCTURAL s r 12' RIDGE CAP METAL SIDOOR DING E ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG m DETAIL ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL CARRIER FASTENER DETAIL SCALE: 1/2'- 1'0' SCALE: 1/2• 1'O" SCALE: 1/z• 1'0• SCALE: 1/2•- 1'0' SCALE: 1/2" - 1'0" SCALE: 1/2" - 1'0" DESIGN LLJ L 00 PAINTED STEEL 0 WALL POST DOFING L a WALL POST WALL 6 NAILS 2X4 ROOF PERLIN DOOR JAMB 2%6 FACE BOARD tv Q (71 ROOF PAINTED GALV. NAILS 2%GI PER TRUSS TZ, US 21"GALVANIZED F� o O a DECK SCREWS 6-31" PLICE I ROOF TRUS VENTED d o - p 2X4 BOTTOM CHORD OALV• NAILS S PER 8 G4 PAINTED STEEL CHANNEL SOFFITYPERMANENT LATERAL SIDE POST Fein TRIMU) o..BRACING (SEE TRUSSWG FOR SPACING) 2S CARRIER METAL SIDING d O .y - SIDEWALL GIRT Fz BLOCK - TRUSS TO-TIE BLOCK- - --- - ENTRY DOOR 1-1 2'EAVE OVERHANG M O FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL T O SCALE: 1/2"= 1'0' SCALE: 1/2"= 1'0" SCALE. 1/2- = 1'0• SCALE. 1/2- 1'0- 7 E 29 GA STRUCTURAL PAINTED OWjJ-ER STEEL ROOFING INSTALLED •LL•I• W/ SCREWS & WASHERS cn 2X4 ROOF 2X4 SPF DIAGONAL BRACE ir i W J" T&G, PURLINS FROM RDGEUNE TO BDIH EAVES PLYWOOD ' 2X6 SPF PRE-ENGINEERE = 24OC. W Z FLOORING FACE BOARD ROOF 11 11 11 11 11 11 11 11 11 11 '24' TRUSSES I VU C. > Q STEPAINEL I W —i FA CIApr mi mi Ill Ill Ill Ill Ill Ill ol -77 Ill Ill0 LL�LLt RE-ENGINEERED GAMBREL w Q ROOF TRUSSES 24' OC. VENTEDRUSS NOTCHED- SOFFIT OTCHED SOFFIT Q1 SYP TRUSS CARRIERS INTO POST a/ PANELS PANTED STEEL CD W O.O 2-2X10 MSR SYP TRUSS CARRIERS in F&J TRIM 2X4 SPF SIDEWALL GIRTS 24" OC. O N WALL BRACING REGUIREMENTS: I 28 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN 3 PLY 2X6 GLU-LAM WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS B' OC.TYP. ON THIS DRAWING IS THE O POSTS B' OC. TYP. REGUIREMENTS. OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK 28GA STRUCTURAL POLE BUILDINGS LLC, STEEL SIDINQ THIS DRAVJNG MAY NOT 2X4 SPF WALL GIRTS 24" OC PANELS:NST i.,,;:.r;,i.Ttr BE REPRODUCED WITHOUT WITH SCREW 9 a�" jVT:.:��f6�•°gF PERMISSION ARE BUILDER RE�oNaAND GRADE GRADE "ya�`•� ..°� e°V mfrrTO tNES 2X6 PRESSURE TREATED PRESSURE TREATED �.��' , "°p/j-., l�'; d� BEFOREE CONSTRUCTION (BOTTOM 4"-4000 PSI SYP SKIRT BOARD SYP GROUND CONTACT 4, �a.• �•' OF OARD) CONCRETE 2X8 SKIRT BOARD DRAWN BY ALS (OPTIONAL) g `� ✓ }'';I n ° REVIEW • / /\ \ \//v /\/ / / /\/ \/ / v /\// v I_ acT �,' r �'T° REVISIONS 3/4"STONE AS t COMPACTED i\/\/ / \/\ \\/\/\/ /\//��j�\/\�.//�/\//\//\// \//\ C7 J } L* (OPTIONAL SOIL BACKFILL / /\/ / / / \��3000 PSI CONCRETE \ \ Tfl o Ll R n• 'uo /\\//\\01 / \�%\ /\/iC\/.�//\//\\//\ \\/ V. FOOTING (SEE ". 3000(SEE PSI. CONCRE OR PLANG / \\/�/ /\ 30 0\S\SOIL \N\L\R\ )\/\ '\� �� e° a' �t7�a DATE. 1/14/19 y\\//1cct;:i1 \/\\j�j�j\�\�j\\/\/`r•�•; \\/\ \/���\/\/\ /c,;, r h,�B"^o, aso fie o"' SITE HAASE 1 \ /\\//\//\/ / \//\/ /\/j�/j\���/\/\/ °,,✓..,r;�, asp%3° � .,m +••,''• J \\//\/ T \/T\/\\// /�\/�\ \ \ \ \ \ \ \ \ \//�\//�\j °P�f wt ,"t�q�'# qA°�� SECTIONS TYPICAL FRAME /\\� \��\� \\ �\l�\/ TYPICAL FRAME SECTION �/\ \ /� /� /� /�/�✓/�///�///,!� SECTION /✓/� /�/ / \ c (ENDWALL VIEW) (SIDEWALL VIEW) SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" 3 BUILDER BUILDING BUILDING DESIGN NOTES AND DETAILS a� 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 _ SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN � r NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS m a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. X �° A42 FOOTINGS BUILDING USE= STORAGE a °g USE GROUP=U � STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C Z° FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=513 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN �n FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED TOTAL FLOOR AREA (SQ FT)=1200 DESIGN A4.3RF AMING Lv o BUILDING VOLUME (CU FT)=19,000 O_ LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND U LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN L Q) M E 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 E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF 0 0 Q. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, ©48" BELOW GRADE UNLESS NOTED OTHERWISE. (o a- USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW, 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. Q o ID SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES Y J A4 4 ROOF TRUSSES U) n ROOF TRUSSES SHALL BE PRE-ENGINEERED, GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: p • 0 COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT-CODES V) r7 O - TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS -o OF 120" OC SPECIFICATIONS R AOS REQUIRED DRP PER TRUSS SHALL HAVE ROOF TRUSS DESIGN.PERMANENT THE DESIGN LPROFESSIONALAL BRACING OF DESIGN CRITERIA: W A4.11 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11 1 DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 LLNJ & IBC 107 3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) a A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) a PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) _ r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) J WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) = LV >.UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) (� > Z ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10 6 w Q A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) A4.12 WARRANTY NOTES 0 EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 06 REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN H FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND CD TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. W O 0 SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A 153 PLATED 1.2 MIL SCREWS, AND A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE' m N 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF 0 PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER 4" BOARD WIDTH. PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS ALL INFORMATION SHOWN ON THIS DRANING IS THE TRUSS CARRIER CONNECTION TO POST: A"x4" GRK RSS STRUCTURAL SCREWS SCREW SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE- PROPERTY OF SHIRK VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644POLE BUILDINGS LLC, ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC THIS DRAWING MAY NOT LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35• STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BE REPRODUCED WITHOUT PERMISSON.BUILDERR AND AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING OKNER ARE RESPONSIBLE TO VERIFY ALL DIMENSONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS BEFORE CONSTRUCTION COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING NOT APPROVED BY A CERTIFIED ENGINEER $9$ffir9AteEtttat�,td`°r DRAM BY ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED OFE�9`° REVIEW #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED °�o ��'�� " I' �� 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; _® DATE. 1/14/19 BOTTOM EDGE OF STANDARD ROOFING MATERIALS "j`: m w z; SITE.HAASE a $; <<H1- �' DETAILS JA . 4 Cust.116697 JRef,1WIY66970008 T28 SEAN:789163 GBRL Ply' 1 Job Number: 19705 orwNo: 058.19.0554.20480 FROM: Qty: 10 -Shirk P01elHaase CAT I BAF 02/27/2019 Truss Label: 30RIGAMAT/30/412-16rm 15 284'6 64'6 6At0 64.6 ' 6^10 6T70 15 18'6 78P6 ?:Q2 � 333 6T10 11'S74 35^ YIQS 87'12 271-14 33-J 34'6 4'10'5 3'62 �F4 p F 415X4 ?1 G4 E QS%B 0� !1 O ez O 0 15%4 I^ 115X4 12 C m 14M 1 o5X1IXeBRJ ®5X10(B6R1 16 J 6 K i P _7%10 c1t 912 =7X70 3W i 10'a 61P4 61'1 i' 23'1'7'1'12 6�10'a aLB 1• 610'4 16 18' 12 '7 Snow Criteria(Pg,Pf in PSF) DefllCSI Criteria "Maximum Reactions(lbs) Loading Criteria(psf) Wind Criteria Gravity Non Gravity TCLL: 30.00 Wind Std: ASCE7-10 Pg:30.0 Ct:1.2 CAT:it PP Deflection in loc Well L/# Loc R+ !R- /Rh /Rw /U !RL TCDL: 10.00 Speed:130 mph Pf:25 2 Ce:1.0 VERT(LL): 0.108 L 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL). 0 212 L 999 240 P 2881 P !- 1806 /214 1373 BCDL: 10.00 Risk Cate cry,Il Snow Duration:1.15 HORZ(LL):0.072 M - Q 2881 !- 1- /806 1214 I- EXP;C Kzt:NA FIORZ(TL):0.141 N - Wind reactions based on MWFRS Des Ld: 50.00 Mean Height 15 84 ft P Brg Width=6.0 Min Req=2.4 NCBCLL:10.00 Code f Misc Criteria Creep Factor.2.0 Q Brg Width=6.0 Min Req=2.4 TCDL•5.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.870 Bearings P&Q are a rigid surface. Soffit: 2.00 BCDL:5.0 psf TPI Std:2014 Max BC CSI: 0.976 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 CSI:0.694 Spacing:24.0" C&C Dist a:3 00 ft Rep Fac:Yes Max Web Maximum Top Chord Forces Per Ply(lbs) Loc.from e:3 00:Any FT/RT/PT:2(2)/2(2)/2(0) Chords Tens.Comp. Chord's Tens. Comp, GCph 0.18 Plate Type(s): VIEW Ver.16.0201.011817 B-C 574-3771) F-G 692 -1685 Wind Duration:1.60 WAVE,HS C-D 640-3610 G-H 873 -2276 Lumber D-E 876-2277 H-I 631 -3629 E-F 692-1685 1-1 575 -3771 Top chord 2x4 SPF#11#2 Bot chord 2x10 SP 2400f-2.0E.B2 20 SPF#1/#2: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SPF Stud :Lt Wedge 2x6 SPF#1/#2::Rt Wedge 2x6 SPF#11#2: Chords Tens.Comp. Chords Tens. Comp. Purlins B-N 2356 -230 M-L 2350 -117 In lieu of structural panels or rigid ceiling use pudins N-M 2350 -117 L-J 2359 -248 to laterally brace chords as follows' Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 24 -0.88 30.88 Webs Tens Comp. Wetis Tens. Comp. BC 120 0.15 29.85 N_p 1533 -6 O-G 289 -586 Apply purlins to any chords above or below fillers 0 -955 at 24"OC unless shown otherwise above. D-O 0 -954 0-H Collar-tie braced with continuous lateral bracing at E-0 293 -588 H-L 1539 0 24"oc.or rigid ceiling. F-0 722 -242 Loading Bottom chord checked for IBC-15 sec 10.00 ed Oer non-concurrent bottom chord live load app p tion 1607, 0. N%Fes" z +_ Attic room loading from 7-0-0 to 23-0-0:Live Load.40 PSF.Dead Load:10 PSF Ceiling:10 PSF,Kneewalls: 10 PSF :� 1r Truss designed for unbalanced snow loads. Wind �a ,�'rl2i:' + Wind loads based on MWFRS with additional C&C y ;:_ A member design. 2 �� "'•n%^4e'' Q 4 Additional Notes Refer to General Notes for additional information I I 02127/2012 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS'DRAWINGI "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricatingq,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Componpen Safety Information,by TPI and SB A)>o)safety practices prior to performing hese funcptions: Installe shall provide temporar attachetl nq Id ceilingnl Locaooncoshowo fotpermane t!"legal resualnt of webs shall have brahcen tiinsfaaled pelt BCSI Sections 63 67 oro810y as a• c- 1 , P. totes to each face,of truss and position as shown above and on the Joinf9Deta1ls, unless noted otheruvlse (iefer to A' ^p� drawings 160A-Zfors�andard plate positions. L�'I �1 Alpine,a divlslon of ITW Bufldin Components Group Inc.,shail not be responsible for any deviation from this drawing,any failure to build the 13723 Riverpon DnveO11",n Ilsting this drawing g�rndicates�accep'taricehof dpi roess'ona 'engineenngan esponslbjlity solely for the design Shown r The Suitability Suite 200 and use of this drawing for any structure is the responsibility of the suildmg Designer per ANSI/TPI 1 Sec.2. Maryland Heights.MO 6304 For more infomta8on see Blis'ob's eneral notes a e and Ihese web saes ALPINE www.al ineitw win TPI-.www 1 insfor:SBCA:www sbandust cam.ICC:wwwiccsafe 0