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HomeMy WebLinkAbout46373-Z O� FOh{(�oli Y Town of Southold 6/29/2021 a P.O.Box 1179 0 o s 53095 Main Rd t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42127 Date: 6/29/2021 THIS CERTIFIES that the building ACCESSORY Location of Property: 27835 Route 25,Orient SCTM#: 473889 Sec/Block/Lot: 18.4-7.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in,this office dated 6/7/2021 pursuant to which Building Permit No. 46373 dated 6/7/2021 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 building as applied for. The certificate is issued to Droskoski, Shawn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ` ELECTRICAL CERTIFICATE NO. 46373 6/3/2021 PLUMBERS CERTIFICATION DATED t e Signature guFFO��` TOWN OF SOUTHOLD Sao �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY 4 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 #: 46373 Date: 6/7/2021 Permission is hereby granted to: Droskoski, Shawn PO BOX 137 East Marion, NY 11939 To: Construct accessory building as applied for. Replaces BP#43313 At premises located at: 27835 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-4-7.9 Pursuant to application dated 6/7/2021 and approved by the Building Inspector. To expire on 12/7/2022. Fees: PERMIT RENEWAL $305.40 Total: $305.40 Building Inspector 4 f' 1 TOWN OF SOUTHOLD a�c�gvtFQt��oay 'BUILDING DEPARTMENT =' TOWN CLERK'S OFFICE V. • ® 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#: 43313 Date: 12/17/2018 Permission is hereby granted to: Droskoski, Patricia 27835 Route 25 Orient, NY 11957 To: construct accessory building as applied for. At premises located at: 27835 Route 25 SCTM # 473889 Sec/Block/Lot# 18.-4-7.9 Pursuant to application dated 10/30/2018 and approved by the Building Inspector. To expire on 6/17/2020. Fees: ACCESSORY $560.80 CO -ACCESSORY BUILDING $50.00 Total: $610.80 wilding Inspector Form No.6 w 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. -- New Construction: Old or Pre-existing Building: (check one) — Location of Property: 27935' M-41AI R0- House 0House No. Street Hamlet — Owner or Owners of Property: � y �S)70- -- Suffolk County Tax Map No 1000, Section I Block l Lot i Subdivision Filed Map. Lot: Permit No. 9? Date of Permit. Applicant: ,au,/ ,1 s��d1,LlT Health Dept. Approval: Underwriters Approval: Planning Bbard Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature of so�r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Shawn Droskoski Address: 27835 Route 25 city,Orient st: NY zip: 11957 Building Permit* 46373 Section: 18 Block: 4 Lot. 7.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Q 8'LED 9 Exit Fixtures 11 Pump Other Equipment. Well Outlet, Welder Outlet, All Outlets on GFI Breakers, 42 Circuit Panel- 21 Used Notes: Acc. Garage Inspector Signature: Date: June 3, 2021 S.Devlin-Cert Electrical Compliance Form.xls Of SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [' FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I Q4vl 1 DATE Y INSPECTOR ho�aq SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. '� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e DATE // INSPECTOR 50Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] XRGH PLBG. [ ] UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l �Si VIS '�v WAI DATE INSPECTOR VA"X/ 4$5 11 ��OE SOUTyo h� l0 TOWN OF SOUTHOLD BUILDING DEPT. �o • �o u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] MGH PLBG. [ ] F UNDATION 2ND 14 INSULATION [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE--SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE INSPECTOR 4L4037 - �O�apFSOUTyO� E-I& 3S A4�' L # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrou�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j =] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION a [ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: Ate. �s .'C [n/A2- t AJJ- _ Pry/ DATE INSPECTOR LfTm 73 aOE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. � • 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ KFINAL ULATION/CAULKINGFRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ofkt*-V� ✓ V P on � p VIVfit.✓ - gib . m OAA Cd� L/ DATE INSPECTOR II I .I 1 0 ;gip ,r L ti, 3 �1I kr I N 4. I i f 1 R A II, I 1 'p"- r• ��� +Y � >, h kms;� � ` !4 ti; ` ,+. ` � 1« ; �� �.e-a !-� .1. � fr�j�},' � � � •� �. dw !a i k 4 3t r ve OK i . r I 'r v • 4 !r a z .1 '�K Y a r� l � � FOUNDATION(1ST) CEJ Z7ROUGH FRAMING& IM Iff, 4712 PLUMBING INSULATION ' • . , ADDITIONAL COMMENTS �J _I ��ti TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL BUMrM Health SOUTHOLD,NY 11971 Gis of Building Plans TEL: (631) 765-1802 Planning Board pproval FAX: (631) 765-9502 /� &ey Southoldtownny.gov PERMIT NO. � "ick '!Rept1C Forrn • 1' ..�.D.E.C. s C.O Application l�Z+ D hermit Examined ®,2 separate 0 CT 3 0 2018 TDi- ss Identification Form -- Orn-Water Assessment Form ✓ sU1tY mG Dom- Contact: Approved ,20J OF (�q : 6'11A WW M. "bRCSlCtstlA Disapproved a/c Phon • C. Z�s°�-773Lj Expiration 120 B ing nspector 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 applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder p Name of owner of premises 5-It A -V�/ !�( S Kd3 K (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 SectionBlock,, Lot 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 10! FF= ,ry\- 4Z\Q-:� r " b. Intended use and occupancy ., 3. Nature of work(check which app'licable): New uI ' g Po Ic 'Ct Addition Alteration Repair Removal :> Demolition-1 >n ,y�, , Other Work `„ ,l (Description) Estimated Cost ee COT] 1.4 - s h � (To be paid,on filing this application) If dwelling, number of dwelling units Number of dwelling units or�iydh floor f garage, number of cars If business, commercial or mixed occupancy,,specify nature;and exten'C"6f e'ach type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth . Date of Purchase Name of Former Owner 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 V, Will excess fill be removed from premises?YES NO 14. Names of Owner of premiseswwr kas Address Z7F3f—MA-W RD Phone No. 6T/ 7/� 77-'� Name of Architect Address Phone No Name of Contractor S ff/2 K—' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES N06�<` * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-k, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFS l ) �L1a 'l )n Q 5 05 I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named,' (S)He is the 1.1�1(1� (Z• (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 tl II,^, t� day of Tv� 20J ACEY L. D Notary Public NOTARY PUBLIC,STATE OF NW NY0RKSigpature of Applicant NO,01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2022 Scott' A. Russell �_°Su � S�C'�0>]E�I��][\�vA\T]EIK SUPERVISOR ;( l I��1[A1�A\G]Eli IENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road!-SOUTHOLD,NEWYORK 11971 Town of Southold 0� DEC 04 2018 D c- CH4PTER 236 - STORMWATER MANAGEMENT W SHEET D .! - � X018 ( TO BE COMPLETED BY THE APPLICANT ) ulu DOES TI-HS PROJECT INVOLVE AN-Y OF THE F'OI,LONVIJOP SO (CHECK ALL THAT APPLY! OZZ Yes No ❑� �. Clearing, grubbing, grading or stripping of land which affects mere than 5,000 square feet of ground surface. ®� B� Excavat-ion or f illing.involving more than 200 cubic yards of material within any parcel or any contiguous area. ®® 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 j erosion hazard area. ❑EI .Ei. Site preparation within the one-hundred-year f loodplain as depicted j 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-youi answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you!answered YES-to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a(completed Check List Form to the Building Department wit�your Building Permit Application. k S.C.T.M. ': 1000 Date- ; APPLICANT- (Property Owner.Design Ptofevional,Agent,Contractor,Other) DLtrict NAN•IE 51� N� -D2SsKessK( ; 7'9 a� Section Block Lot FOR BUILDING DEP.1R"I tEN I� USE ONLY*`*# Contact Information. 31 7 y�_ / 73 Y" ` Reviewed By: Date_ Property Address /Location of Construction Work: — — — — — — — _ — — — — — Approved foi piocessing Building Permit Z7 13 M Al R�• Stoimwatei Management Control Plan Not Required. p R ANT /�`f �� 9 Stormv�ater Management Control Plan is Required i (Forward to Engineering Department for Review.) f ' FORM SMC P-TOS TRAY 2014 S.C.T,tvt.#: 1000 CHAPTER 23 6 APPLICANT: —, dOk (properry Owner,Design Professional,Agent,Contractor,Other) y -79 stormwater�Management Control Plan CHECK LIST Section Block lot m S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, NAME: AAWa $LOSIWS�1 `�5 * The applicant must provide a Complete Explanation and/or Reason for not providing Date; J yob y all Information that has been Required by the following Checklist! `Y Tekplwne NVIIIOte I. 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! If you need additional room for explanations, Please Provide additional Paper, show all of the following items; a. Location & Description of Property Boundaries A-1661 b. Total Site Acreage, c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). CAI uS'rLr,— .,vdX_S __6F RAS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. _ iti Sf« FE 'Q to f. Existing & Proposed Contours of the Site (Minimum Z intervals) �, cit 2 ,,� ¢ g, Location of all existing & proposed structures, roads, �" driveways, sidewalks, drainage improvements cW&utilities, Sia !C o rA" h, Spot Grades & Finish Floor Elevations for all existing & pl'oposed structures, AINAUt S ECTI I'll ARE REQUIRED 1, Location of proposed Swimming Pool and discharge ring. Contact TOS Engineering at 765-,1560 before ). Location of proposed Soil Stockpile Area(s). Backfill, OR Provide Engineer's Certification k, Location of proposed Construction Entrance/Staging Area(s). D11 lid drainage has been installed to Code. I, Location of p-oposed concrete washout area(s), M. Location of all proposed erosion&sediment control measures. EROSION & SEDIMENT CONTROL 2. Stormwater Management Control Plan must Include Calculations showing Shallinclude but,not be limited that the stormwater Improvements are sized to capture,store,and infiltrate w, c;! maintained Construe i on-site the run-off from all Impervious surfaces generated'by a two(2")Inch V1/ire Backed Silt Fencin s a rainfall/storm event. • eeding of ex osed and 3. Details&Sectional Drawings for Stormwater practices are required for approval. — Items re uirin details shall include but not be-limited to: a. Erosion & Sediment Controls, b. Construction Entrance & Site Access, c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leachin Structures (e, Infiltration bas►ns,swales,etc.) -�-: _ --- _ ____~_.' �_- ; __,___„-- ____... ._..____•-.•:.c._..;._•••••: -"••"-"" ,•••a,• y Itl DF.PAIZ1'1 SEN"r USE ONLY Additional Information is Requi O f� 11. L'�NGII 1 F 1 e, Stormwater Management Contro —an ,Iso Reviewed & - - - - - - —' - —• - - Approved By; Stormwater Management Control Plan is Complete. ® SMCP has been approved by the Engineering Department. Date: TnS MAY 2014 ®SUFFO(-fe® Gy1 BUILDING DEPARTMENT-Electrical Inspector y i TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # �p Date reT5 77 2019 Customer Name Electrician Electrician Namei� Address 2_79:51-_ zX- (Gt4*e4e iQ Phone 63j- e-mail ew- e-mail3 ,0 ,d6pi Phone License# Size o A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days trom the date above. Authorized by , OF SO�I�o` o r Town Hall Annex q Tile-phone(6$1)-7$5-1802 54375 Main Road ��,�''�'�-', •'� cn ,c (031)70 - � 2 ;. southolo.Box tt � O o roger.richert(a�fown sotrfn ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION I REQUESTED BY. Date: 2 Company Name: , Name: Ne z Own, License No.: _ C- . - - CO(y) Address: Tb 10 O 10 r eA-4 c G �� - Phone.No.: , JOBS,TE WFORMAT(ON: (*Indicates required information s � 'Name: �r�trJ r1 o - *Cross Street: *Phone No_: b a t -7Y S '7 73 Permit-No.:-- Tax-'Map, ermit- -Tax-'Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (P(ease Circle All That Apply) Is job ready for inspection: �/ NO. Rough In Final *bo-you need a Temp Certificate: NO Temp Information (if needed) *Service Size: 1 h s Whase 100 150 200 300 350 400 Other *New Service: Re-connectnderground Number of Meters Change of Servicxe Overhead Additional Information: PAYMENT DUE WITH APPLICATION Al .82-Request for Inspection Form I PERMIT# Address: • Switches Outlets GFI's !i 1 Surface Sconces H H's UC Lts Iz-W Fans Fridge HW Exhaust Oven Dryer Smokes DW ServiceP� , Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: r L °T Comments all e v � � 4f Dec 1 t-a/?C L Fol,��oo Town Hall Annex �� y Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O. Box 1179 y Southold, NY 11971-0959 • __ - BUILDING DEPARTMENT. __- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Z_70 M A ° (Z-1 CAI l� Please take notice that the(check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to.an existing commercial or residential,structure to be,constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood.construction (PW) Timber construction (TC) ' in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof f ing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 " DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANT®NE #187 I 1 .77 The construction type STROKE designation shall be 661799 661177' 661119!' 661V77or 66 77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the RCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ® "F77 FLOOR FRAMING, INCLUDING ® ® GIRDERS AND BEAMS ::!!Nfi ccR77 ROOF FRAMING BUlu, "FR" FI_®®R AND ROOF FRAMING STANDARDS AND CODES Bunch, Connie From: Glew, Claire Sent: Friday, November 16, 2018 8:51 AM To: Lanza, Heather; Bunch, Connie Cc: Michaelis,Jessica Subject: 18.-4-7.4 &7.8 Please move any pertinent information on the above parcels,they have been merged. The new number is 18.-4-7.9 Thanks. ClcLCrel(�lew Sr. Assessment Assist. Town of Southold Board of Assessors (631)765-1937 SUi�Y�Y O f�f?O� R'TY N SOZ14 ORIENTO�; � r fors`yK�� / W E Lan aN°�}a�00� 1d & TOV�I�I OF SOUTHOLD r av a , Stanley�0� 5 th S , I SUFFOLK GOUNTY, NEVq YORK Ta 36� Ore SURVEYED: FEB. 10, 2018, 05-10-2018 0� � e I 11-30-2018 ��.�,16D L ` SUFFOLK COUNTY TAX MAP NUMBER ockoy,�` NOV 3 Q 2Q18 I y�h�°fid `- 1000 - 18 - 4 - �.cl oc co'4otir ®J. o�°Q°0Cq0�` �FQoP���io�,c° mfr `�✓o TOWN OF SO�JMCLO ` �� CERTIFIED TO: 69 + JO ee°pv `b� ^� 0 �A PATRICIA DROSKOS19 �3ISTIF3IE DROSKOSEI <yy o p f °^moo^ Ir SHAD DROSMOSIIU CMCAOO TITLIE INSURANCE SERVICES,ILC C, stio� APPROVAL OF STORMWATER MANAGEMENT s Date: T n Code r 236 otios ,�� �� 7a- ,t ,�,� gyp{ to Approv IAOXA S�3 merry OF - or far klid DRAINAGE INSPECTIONS ARE REQUIRED 01 1-aod lawn Oras �9� ,r`� ` �N°vim Contact TOS Engineering at 765-1560 before �S ® s" sd I v i D � AO Backfill, OR Provide Engineer's Certification g79 p0' that the drainage has been installed to Code. F6NLC� �� 6?�� �oS'i��5. T^�� �y BARN DRAINAGE CALCULATIONS BARN AREA 1,152 SQUARE FEET 1152 S.F.X OJT (2 INr-W RAIN = 195.84 j 195.84/42.2 = 4.64 VERTICAL FEET OF 8' DIA. DRYYVELL ��C11 PROVIDE (2) 8' DIA. 3'DEEP DRYWELL5 �,° EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, f V• f f \1r`�`� Nan YorK 4Na E0.v.�a tam j Wire Backed Silt Fencing, stabilization & �" t' r ``�! �' —J-P-—--q-„l�">.,-y NOTES: Seeding of exposed and/or inactive soils. _3 _ a,� MONUMENT FOUNDcy,z t'-o'3Sve V ttivGs"riesYeorautsG'l!o+W— .1 — tJ .A ,. lG.: p PIPE FOUND s STAKE FOUND Co�.q ra.da Pot"a[C,ues,svarl',aeakaV`usi°v-a!:o.+vm]ta"(iSCxwaaa`rs,:t9a za.•qhuiope'lrlleVc_earSnttQn!t.rmatsa.MW yCYy ,11”` JOHN C. EHLERS "L r D SURVEYOR AREA = 52,769 S.F. or 1.21 Acres =I 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 SRAPHIG SCALE 1"= 50' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.-C:\UsersVohn\Dropbox\10\10-168 PROP BARN.pro I --- 5URYE1® OF FROPrERT1' N /nAwl ORIENT f{°``�S 1 ° k° � i W E TO��l�l OF SOUTHOLD LQ Pam°L,���yk°the jr.I ® 5tajo� °{ 5° SUFFOLK GOUNTY, NEN YORK ,36A Nov 3 0 2018 SURVEYED: FEB. 10, 2010, 05-10-2015 11-30-2018 ° 9 SUFFOLK COUNTY TAX MAP NUMBER °ty�o� `�® OF SOj1'Tffi „ 1000 - 18 - 4 - 7.9 o�Qt°�oJ��o 0 C9 CERTIDPMED TO: PATRICIA DROSKOSKE CHRIS=DROSKOSKI <g � � 9 Is � BEHAWN DIIROSKOSIEU ClHCAGO TITLE INSURANCE SERVICES,LLC oso� I l�3a' o0 1 � MOS' S O(Tn OR Of' F \y yQf,d ,°ham °5k I 140"W so 1 3m' + P pa l IT BARN DRAINA6E GALGULATIONS '00 � 13 5ARN AREA 1,152 SQUARE FEET +30 1,152 S.F. X O-Iti (2 INGi ) RAIN = 195.84 �� _ _ 195.84/42.2 = 4.64 VERTIGAL FEET OF 8' DIA. DRYWELL , PROVIDE (2) 8' DIA. 3' DEEP DRYINELLS P5 - ��k�� y.•-""' -"�+>,y�'o'a � m. teary a 1<ensea 4md�r�ey7r9 aeA b a F a Eti f`�`F P5'+:a i �blat.a of sacs ar 109 c.b E.1--- . ]d llm I NOTES: {� g en Yak_4m a E0. a L— s, n' n,�,`,f v �+� 4 �acop�me,rorr!rs w�g�roi nF the,wvey y • L��.' "" etolt�e�ro��toli �o`�c:x°'rza MONUMENT FOUND 141 - s kI.' _ ><� 'Ctrtltat�oro Mra!etl MRmn 5 Vmt tnc PIPE FOUND 'sf •� �°a,� a a�mr«, e;,t� O :; .iy> a'an of Prcxtea hr Lw}r.�.:Wpt'a p R c;�».+ o.F.hc den York 4ote.sxclallon of Protea I + r("t"; <^��; ��- lard S,i'.ey�..rc u..aw ccvti V.alImM1S J'OII rn aryy STAKE FOUND <: t� ma m ee YStiN imn 1,otBa ere a a ="�� t -.��x. ,:�+' a.m e°e o-ana•' ease<oryani gm.armz,. 1 i�.'/ ri•_(i(. .•.' !,>I"x b LM�o^•� e.of N 9!c.�.ro Irolitut.on CMJea- �F`.��`"^� �E� 'r� t rns ae nmt lroreleroale!o nGaaleroi'rc,'14•tk� AREA = 52,769 S.F. or 1.21 Acres JOHN� C• ��ERS R1�x SURVEYOR ;r4 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SGALE I"= 50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\UsersVohn\Dropbox\10\10-168 PROP BARN.pro Dhccoor.I IYWm of Bavhu menhd Q..My {I a f� o G 5.pe.slow or poi y �1Ovi or r- p d ToW�o s/a�ar'►�I ZLc¢ �yW F F oJpoth thold THIS IS-TO CERTIFY,BA=cD,UppN EVALUATION AND VISUAL INSPEGTIQN,OF THE .. - ✓L.rv..:�`✓�vry E-,--�-���i- '-hirfi►v%T'tM SvrF=i 1 st��cv�i�v 1 Hit c l TO AO��c, � _ 5 ,20 12'Y' THAT THLY APPEAR TO BE rUNGTIONING PROPERTLY AND TO BE ADEQUATE TO �T� SERVE THE EXISTING USE OF THE HOUSE. AP�E i u's�g Y r ® X109,4 52,478 Sy w S� W L D. MAPF N.Y.S.PE. LIG.#70501 5` Seib ` �ssoo���'� .��,. Irk��� S73 •S0"a'X38• � w 1 �, Q� . Land o / Johh �os�lu l9 of: � , - I QVvew� �• � I dOz ra 57 TY 11 0 —�, Ll 5 F� re• � �9 f C. S74'ft'30 O r rea W �O K 13539. RAWNM Yokes FdCdlanla� .e.p��aw lr.m.gun,lr,a nu. H,qL 7 Ro"ONAY bbttffqq cm Aa'Ptauc„er5.u�wan�m..c- t� lead NsYak alae I•wcl�lm d Rp�� �_n�s' `4 ��O - w nsv ',x..sm a tsrclwe.1n11 M my V V S�(�O"'fn. p..m ra.lwn a.w.,.y�awaea LAND SSP 6 tM mxs,,,,a Imes„lrlmae,. � ill'elal unda:�do leca-Nrl ok- SURVEY OF PROPERLY N .WIU4M ORIENT TOWN OF SOUTHOLD SUFFOLK GOUNTY, NEW YORK 5th o~ gou1l'o 1560 S SURVEYED FEB 0_200,05-10-2018 t. 1ps II-30-2018,05-28-2019 tae s af"' SUFFOLK COUNTY TAX MAP NUMBER 1000-18-4-l 9 CERTIFIED TO ! �® PATRICIA DROSKOSIa CHRISTINE DROSKOSKI SHAWNDROSKOSKI CHICAGO TITLE INSURANCE SERVICES.LLC 0 n Nr/W�°skOyp �I b FW �o .a g14`00'js;Oo 57 �ON r+A R MONUMENT FOUND o PIPE FOUND i A STAKE FOUND AREA=52,769 S.F or 1.21 Acre= JOHN C.EHLERS LAND SURVEYOR GRAPHIC SCALE "=50' 6 EAST MAIN STREET NYS LIC.NO 50202 RIVERHEAD,NY 11901 369-8288 Fac 369-8287 REF-C\Us XloboVDmpboz\1OI10-168 bam fimLpm JUN 1 6 2021 ~'K9 TCV —"'mo"I OP ID:JO A��`�� CERTIFICATE OF LIABILITY INSURANCE D 0912812018 91281 201 8 Y) 09/28/2018 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(ies)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 ofsuch endorsement(s). PRODUCER CONTACT Unruh Insurance Agency,Inc. PHONE FAX P.O.Box 259 Alc N Ext:717-335-2929 (AIC,No]:717-335-2923 Denver,PA 17517 E-MAIL Jeff Oberholtzer ADDRESS: CUS ONCIER ID a:SHIRK-2 INSUR S AFFORDING COVERAGE NAIC# 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 1S 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 TYPE OF INSURANCE D POLICY EFF POLICY EXP LIMBS LTR POUCY NUMBER MMIDD MIDD GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A X COMMERCIAL GENERAL LIABILITY Q45-0153561 09/01/2018 09/01/2019pOREMISEs(Ea occurrence) $ 1,000,00 CLAIMS-MADE F—y-1 OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOPAGG $ 2,000,00 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 (Ea acddent) ANY AUTO B ODI LY INJURY(For person) $ ALL OWNED AUTOS BODILYINJURY(Peraccident) $ A X SCHEDULED AUTOS Q09-0131793 09101/2018 09/0112019 PROPERTY DAMAGE X HIREDAUTOS (PERACCiDENT) $ X NON-OWNEDAUTOS $ $ UMBRELLA L1AB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WC STATU- I x OTH- AND EMPLOYERS'LIABILITY TORY LIMITS -ER C ANY PROPRIETOWPARTNER/EXECUTIVE YIN Q93-5101231 09/01/2018 09101/2019 E.L.EACH ACCIDENT $ 100000* OFFiCER1MEMBEREXCLUDED? I] NIA B (Mandatoryin NH) Q93-5100926(NY) 09101/2018 09/01/2019 E L DISEASE-EA EMPLOYEE S, 100000 be under DESG�RIPes desTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 500000 A �Leased/RentedEqulp Q45-0153561 09/01/2018 09101/2019 Equip/Ded 10000011000 A Builders Risk Q45-0153561 09/01/2018 09101/2019 BR/Ded 15000011000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) WC 500/6001500 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 AUTHORIZED REPRESENTATIVE PO Box 1179 Jeff Oberholtzer Southold,NY 91979 ©1988-2009 ACORD CORPORATION. All rights reserved. 5(2009109) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name 8c Address of Insured(Use street address only) Ib.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-445-6888 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 Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le, 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"Ia" Q93-5100926 Town of Southold 53095 Route 25 3c. Policy effective period PO Box 1179 09/01/2018 to 09/0112019 Southold, NY 11979 3d. The Proprietor,Partners or Executive Officers are ❑included. (Only cbeck box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 9" insures the business referenced above in box"la" for workers' compensation underthe 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 4621t. The Insurance Carrier will also not o the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IFthere are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insuredfrom the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valld 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 19c",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 nnaame of authorized representative or licensed agentof insurance carrier) Approved by: � 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 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave 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 SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i a,a Wrap-Up Policy) 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) TOWN OF SOUTHOLD 53095 ROUTE 95 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DBL 6026 70-3 3c.Policy effective period 01/11/2011 to 01/11/2019 4.Policy provides the following benefits: ❑X A Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ 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 and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 5/24/2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Acting Head of Disability Insurance Unit IMPORTANT- If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carner,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 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 and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By Signature of Authorized NYS Workers Compensation Board Employee Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 497511 e D� APPROVED AS NOTED DATE: LJ� B.P.# 4 33 FEE: BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TOWN CODE 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONSOF OCCUPANCY OROGFE I. FOUNDATION TWO REQUIRED USE IS UN FOR' POURED CONCRETE UNLAWFUL 2. ROUGH -'FRAMING & PLUMBING T RC WITHOUT CERTIFICA , 3. INSULATION T S OF OCCUPANCY 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 ELECTRICAL DRAINAGE INSPECTIONS ARE REQUIRE® installed,replaced or INSPECTION REOUIRED Contact TOS Engineering at 765-1560 before repaired shall conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code. of the Town Code TRUSS PL.ACARDING REQUIRED DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. 48' 2TRX MSR SYS ❑ TRUSS CARRIERS an _NEW BUILDING SPECIFICATIONS /c05 24' X 48' X 12'5" POST & FRAME BUILDING DING 0-18" X 8" CONCRETE FOOTINGS (TYP) / 0 (5301 LB CAP; 4160 LB COLUMN WT) 1-3'0" X 6'8" ENTRY DOOR SUPPLIED BY OWNER C14 2 1-10' X 8' SINGLE SLIDING DOOR BY OWNER / 7A 1-12' X 11'3" SPLIT SLIDING DOOR BY OWNER 3]5-36" X 48" THERMALPANE WINDOWS SUPPLIED BY OWNER 3A 2-30" X 54" THERMALPANE WINDOWS SUPPLIED BY OWNER ® —3 PLY 2X6 GLULAM POSTS 8. OC (TYP) N W/POST SAVOR POST PROTECTION 2X8 TREATED GROUND CONTACT SKIRT BOARD N CV 2X4 SPRUCE WALL GIRTS & ROOF PERUNS 24" OC ALL GABLE POSTS 2-2X10 MSR SYP TRUSS CARRIERS ®10' SPANS EXTEND TO TOP (858 PLF CAP; 520 PLF ROOF LOAD) OF ROOF TRUSS /TRUSS'CARRIER O(POPTR SPLICE MN.)STRUCTURAL3HEAR RATING / PRE—ENGINEERED ROOF TRUSSES- 8/12 PITCH, 48" OC, 30-5-5 LOADING ❑ 2 ROWS 2X4 BOTTOM CHORD LATERAL SRACING(96"OC) / 374 LB— 00 P NTED FACE NAILS FIN LB (PG A4.5) 28 GA G-100 PAINTED STEEL ROOFING 5/8"PLYWOOD SHEATHING W/TYVEK FOR SIDING BY OWNER 12" EAVE & GABLE OVERHANG WITH VENTED SOFFIT Cc.- & PAINTED STEEL FASCIA 00 4'X10' EYEBROW ABOVE ENTRY DOOR (CEILING & FAUX POSTS BY OWNER) / 12" PAINTED STEEL VENTED RIDGECAP � INTERIOR FlNISHES 0 2-2X10 MSR SYP 2 R-30 BLOWN—IN CEILING INSULATION TRUSS CARRIERS 29 GA. WHITE STEEL LINER PANEL ON CEILING 8 8p 48' F —10, ` FLOOR PLAN ® � �.�R �%%fie°•°�'°Kp ° ®fid. .' �. SCALE: 3/16" = 1'0" ro m� 7. s mokpm •• 6 `°•0>714 FLOOR PLAN DRAM BY. ALS ALL INFORMATION SHOWN ON THIS DRAWNG IS THE O 96111 07 REVIEW PROPERTY OF SHIRK SHAWN DROSKOSKI m James A. KoppenhaverBUILDINGS LLC , P.E.,, pl"E gll� o REVISIONS- POLTT111SEDRAWING MAY NOT 304 Logan Ave Z P �p�NG3 BE REPRODUCED WITHOUT 27835 MAIN RD. Wyomissing, PA 19610 PERMISSION BUILDER AND � ' R K DATE: 9/28/18 TA � O VER ARE RESPONSIBLE ORIENT, NY p p p g TOVERECONSIRUCTINS Email; ko enhaver e© mail.com 807PFADINGPiOAD EASTFARL,PAM19LLC SITE:DROSKOSKI BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 N 12 81 28 GA. PAINTED 00 ?C o l� s, , me w , STEEL 14"X6" m �;w J]H HEMMED FASCIA - W"TYVEKOFOOR -_w'^;0 SIDING BY OWNER 36"x aa" 36"x 48" 36"x 48" THERMAL PANE THERMAL PANE 36"x 48" 36"x48" WINDOW WINDOW THERMAL PANE THERMAL PANE THERMAL PANE WINDOW WINDOW WINDOW 117 I / / N 00 BACK SIDEWALL LEFT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" 28 GA PAINTED STEEL 12" RIDGECAP(VENTED) T 28 GA. 8r 6NTED STEEL � RAKE TRIM 28 GA. PAINTED STEEL 00 SCREWDOWN ROOF PANELS 12 6� 12 1 '3" 10 X 8 D"6'8' LIT L 4 S I N G D ENTRY 9 LITE SL G OR 1�11 DOOR N IN, -11 �t� 1] 0 :91 °� 30"x 5A 30"x 54" THERMAL PANE THERMAL PANE WINDOW WINDOW FRONT SIDEWALL RIGHT ENDWALL SCALE: 1/8' = 1'0" SCALE: 1/8" = 1'0" ELEVATIONS DRAWN BY. ALS ALL INFORMATION SHOWN W ON THIS DRAWING IS THE C REVIEW PROPERTY OF SHIRK SHAWN DROSKOSKI James A. Koppenhaver, RE.Zt4l; ILo REVISIONS POLE BUILDINGS LLC 3 0 4 Logan Ave �$ THIS DRAWING MAY NOT OWN A BEREPRODUCED N.BUILDRAND 27835 MAIN RD. Wyomissing, PA 19610 PERMISSION.BUILDER AND 2DATE: 9/28/18 TO ERARERESPONSIBLE ORIENT, NY pp p g TO VERIFY ALL DIMENSIONS Email; ko enhaver e� mail.com HLLC NK SITE:DROSKOSKI BEFORE CONSTRUCTION I 807READING ROAD EA5rEARI,PAM19 717-445-6888 FAX '17-445-3001 BUILDER PAINTED RIDGECAP 6 NAILS 2%4 ROOF PERUN ROOF 29 GA PAINTED I J C VENTED OR PANTEE SCR 29 CA STRUCTURAL ROOF TRUSS PER TRUSS TRUSS STEEL ROOFING � u v PAINTED SCREWS \ RAKE TRIM SEALTTTE PAINTED STEEL GALS 2X4 ROOF �3 CLOSURE 2X4 GIRT OR PERUN WALL POST tFA.E ,J STRIPS 24'ON CENTER 1'X4'GRK TE 7TRUSS STRUCNRN. J4-31'X.120 NOTCHED SCRL:__ 2%6 HEADER ul I"WEATERTITE GALV NAILS PDCE INTO POS ° METAL SIDING D ��2X4 ROOF? PAINTED SCREWS OVERHEAD GABLE TR 6 VPERDyS 9.ON CENTER STRUCTURAL DOOR TRIMYYYYRRRR RIM POST OVERHEADOVERHEAD DOORROOF USSES DOOR EATHERSTRIPDG 12' RIDGE CAP METAL SIDING h ROOF PUR ET #1 SYP GRK STRUCTURAL OVERHEAD DOOR CABLE OVERHANG DETAIL ROOFING FASTENERS FASTENING DETAIL TRUSS SCREW 70 POST HEADER DETAIL DETAIL CARRIER FASTENER DETAIL SCALE: 1/2' 1'0' SCALE: 1/2' 1'0' SCALE: 1/2' 1'0' SCALE: 1/2' 1'0' SCALE. 1/2' 1'0' SCALE: 1/2' 1'0' DESIGN Ld O o WALL POST PAINTED STEEL Ofl _ OOFING 3-31' j IXALL,,$W� 6 NAILS 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD � > - GAIN. NAILS PER TRUSS ROOF > Q o' GIRT TRUSS DECCK SCREWS PAINTED s a ID \ FASCIA C C o GALV.NAILS LICE 34" ROOF TRUS VENTED 0- 0 _ p 4 NAILS PER 8 GA PAINTED STEEL J CHANNEL SOFFIT Y J EACH SIDE POST-, F&J TRIM •� d. • TRUSS d- 2 o_ .• CARRIER METAL SIDING Q O s 2X6 TI SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12•EAVE OVERHANG V) n 0 FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL T O SCALE: 1/2' 1'D' SCALE: 1/z' 1'0' SCALE: 1/2' 1'0' SCALE. 1/2' 1'0• 7 � W 29 GA. PAINTED STEEL ROOFING INSTALLED RS OWNER \2X4 BOTTOM CHORD SCREWS & WASHERS PERMANENT LATERAL BRACING (SEE TRUSS Y WG FOR SPACING) 2X6 SPF 2X4 ROOF FACE BOARD O 0 4 L BRACE— PANTED EL11 PFASCIA FROM PoDMJNE TO�BOTH EAVES '^ Z Z v, PRE-ENGINEERED ❑ R-3 INSULATION ON ROOF TRUSSES ^ 29 G PAINTED STEEL VENTED 48 OC. Y./ Q LINE PANEL CEUNG FFIT Z PRE-ENGINEERED ROOF PANELS W TRUSSES 48' OC. PAI STEEL N�/ 2-2X10 MSR SYP TRUSS CARRIERS F&J TRIM X I Z 0y, 01 SYP TRUSS CARRIERS--- TRUSS NOTCHED— co O INTO POST 3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24'OC. POSTS 8' OC. TYP. N N 1 V) WALL BRACING WALL BRACING REGUIREMENTS: ALL INFORMATION SHOnN REGUIREMENTS: 5/8•PLYWOOD INSTALLED WITH AWPA Ut TREATED POSTS 8' OC. TYP ON THIS DRAWNG IST 5/8•PLYWOOD NAILS PROPERTY OF SHIRK INSTALLED WITH POLE BUILDINGS LLC NAILS THIS DRAWNG MAY NOT 2X4 SPF WALL GIRTS 24'OC. BE REPRODUD WTHOUT GRADE GRADE PERMISSION CUILDER°r^ OWNER ARE RESPONSIBLE 5"-4000 PSI D 2X8 PRESSURE TREATED PRESSURE TREATED I ���y�H6lCBi89@g� aB TO VERIFY ALL DIMENSIONS OF (BOTTOM,OARD) CONCRETE FLOOR SYP SKIRT BOARD SZ'%BG SKIRT BOARD ®®®CONTACT ®e®®��•opO'0Om BEFORE®�®✓,p DRANK BY.CONSTRUCTION • • (OPTIONAL) . _.. .-•:.,. ®�.tP°•P. K PA°B.O ®Bsm REVIEW. \ /\/\/ \/ /\ \ /i\/i\�/ /\/\ \ =5 '1,`'•9� 3/4'STONE BAS COMPACTED � y°o REVISIONS (OPTIONAL SOIL f34CKFlLL _ //\/ //\/\,f\//\/j\//\/ '\/\� /\//\.✓/ / /�/ /j/\//\// //\ •c 0 \\/ \ \ \��\ \ \ 3000 PRI CONCRETE\ /\ \ =r :4 '��,• .m � /\//\/�/ /FOOTING (SEE SIZE//\\ �/\\// \/ {') �;'�`'• '"I m a / I /\/ / \/\/\//\/\. ,� / i 3000 PSI. CONCRETE FOOTING y\\\ \ \ y, FLOORLIJ (SEE SIZE ON FLOOR PLAN /// \3000\S\SOIL / \/\ \/ \ Z'.• - o ® DATE: 9/28/18 i'a:> \/\//\/\/ cP Zo SITE DROSKOSKI \\\/\ \ \�\ \\/�\\�\\/\\/\\/\ /\\fir\\/\\/\�/\\/\�/\/\`," ',�o'°•° o TYPICAL TIOFRNAME / \\\ \ \�\\\\ \ TYPICAL FRAME /\ \ �Y i�o A `• 4••L•°•° SECTIONS i . i/ / SECTION \��\ °� ��F • (ENDWALL VIEW) (SIDEWALL VIEW) /\/�// ' Bpg,M 8t111111 SCALE: 1/4" = l'0' SCALE: 1/4" = 1'0" A . } 3 BUILDING DESIGN NOTES AND DETAILS BUILDER 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 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 �„ A4 2 FOOTINGS BUILDING USE= STORAGE a a STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U 6 3 EXPOSURE CATEGORY= C g FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=56 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OTHERWISE SPECIFIED TOTAL NUMBER OF FLOORS= 1 A4.3 FRAMING TOTAL FLOOR AREA (SQ FT)=1152 DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BUILDING VOLUME (CU FT)=18,800 CL: o E 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 co YELLOW PINE TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER GUST), AND 103 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE a> > �' 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 Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. Q o 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. 0-0 � > SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. 0 0 r A4.4 ROOF TRUSSES A4.10 APPLICABLE BUILDING CODES YJ inn ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES d Oo •� o COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT CODES V) o Y TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E >w SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA 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 R502.111 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) & IBC 107 3 41 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Y A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) W PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) Y WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) V) Z Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN Q ACCORDANCE WITH IBC SECTION 2304 9.1, 2308.10.1, AND 2308.10 6 A412 WARRANTY NOTES A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR UJ EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Z Lo M REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND FOOTING CONNECTION ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC 1`co O TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN 60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE- Q N SHALL BE 12D 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 14" STRUCTURAL TIMBER IS 1 PER 4" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHOIVN ON THIS DRAING IS THE TRUSS CARRIER CONNECTION TO POST: "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 POLE BUILDINGS LLC TI' DRONING MAY NOT E S, HEAD PULL THROUGH=825 LBS, MIN BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING �REPRODUCED IMTMWT PERMISSION.SUILDER AND METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, " HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED NOT APPROVED BY A CERTIFIED ENGINEER x E CONSTRUCTIONOR COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING BEFOREDRA BY ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED eeeegeeoe�eeoo�� '�®® REVIEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED �9�`�.(�i OF o�®�®/® REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. eo�`.�P,•P�tCe Pp'°.�Q W, METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE 9/28/18 BOTTOM EDGE OF STANDARD ROOFING MATERIALS '� y�L rGng SITE.DROSKOSKI LU DETAILS 0�714 .AQ �sS; A�o` JA . 4 i Job Number. 18794 Pty. 1 SEON•768674 1 T391 COMN Cust:R6697 JRef:1WeN66970006 Shirk/24"seal-Shirk/24'seal City: 10 FROM: DtwNo: 267.t8.0808.49740 Truss Label: 30Ags/24/812-130 CAT I BAF 09/24/2018 24' 677 =8X9 0 �r r 12cDCw / s E4 m 87 r F � A G v5n(M) =4%5 �HO308 m4x5 eSV(B R) ,_ 24' • 10.8 erlo s•10 a r10 s 811"10 to e� 8.1.10 14' 151 24• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.2 CAT:II PP Deflection In loc Udell L/# Gravity Non-Gravity TCDL: 5.00 Speed:130 mph PL•25.2 Ce:1.0 VERT(LL): 0.117 H 999 240 Loc R"' !R- 1 Rh /Rw 1U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.158 H 999 240 B 2303 /- /- /941 1688 /510 BCDL: 5.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.049 H - - K 2303 !- 1- 1941 /688 1- Des Ld: 40.00 EXP:C Kzt NA HORZ(TL):0.066 H - - Wind reactions based on MW FRS NCBCLL:10.00 Mean Height 16.08 it Code!Misc Criteria Creep Factor.2.0 B Brg Width=8.3 Min Req=2.9 TCDL:3.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code:IBC 2015 Max TC CSI: 0.613 BearinK Brgs B 1£K are a rigid surface.Width=8.3 Min Req 2.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC,CSI: 0.966 Members not listed have forces less than 375# Spacing:48.0' C8C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.823 Maximum Top Chord Forces Per Ply(Ibs) Loc.*am endwall:Any FT/RT/PT:2(0)/2(2Y2(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:160 WAVE,HS VIEW Ver.17.02.020.0211.16 B-C 1088-3231 D-E 1215 -2864 Lumber C-D 1216-2864 E-F 1088 -3231 Top chord 20 SPF 2100(-1.8E Maximum Bot Chord Farces Per PI lbs Bot chord 2x4 SPF 2100f-1.8E Chords Tens.Comp. Chords Tens.C Web2x4 SPF Stud Comp. :Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud: B-J 2499 -762 1-H 1687 -515 Special Loads J-1 1687 -515 H-F 2500 -762 -(Lumber Dur.Fac=1.151 Plate Dur.Fac=1.15) TC:From 144 plf at -0.88 to 144 pif at 24.88 Maximum Web Forces Per Ply(lbs) BC:From 10 pif at -0.88 to 10 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 1000 C-J 599 -718 D-H 1153 500 BC:From 120 plf at 10.00 to 120 pif at 14.00 J-D 1151 -500 H-E 599 -500 BC:From 20 plf at 14.00 to 20 pif at 24.00 BC:From 10 plf at 24.00 to 10 pif at 24.88 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stert(ft) End(ft) TC 24 -088 24.88 BC 96 0.15 23.85 Apply purfins to any chords above or below fillers at 24*OC unless shown otherwise above. Wind e% rte Wind loads based on MW FRS with additional C8C � * f�•1,11,G F �. �e member design. r ch, A A •~ li J 092412618 "WARNING•" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating,handliT s%ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building omponent Safety Information,b TPI and SBCA)for safely practices prior to performing these functlons. Installers shall provide tempora bransn er BCS.L ess noted a erwise•to chord shall have Dro erg attached s achiral sheathing and bottorrl chord;hall haw a pro�er� attach�Srlg id ce�Iinq Locabans shown far �rmanent lateral re§tr�int�f webs shall have bracin installed per BC 51 sections 83,�7 or B10y ^ a-plicab�e. AAoo u7 ptales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE NE Arran�ings 160A-Z'forystandard plate positions. AI ire,a division of ITW Build's Components Group inc.shall not be res risible for any devia0orlfrom this drawl pp anVV failure to build the wvm�c.:•vwr irt�ss in conformance with ANSIII�PI 1,or for handlin shiapin ,installation and brawn of bussesA seal on this�rawlrtg a1"cover pa a 13723 Rive rt Drive listing this drawing,!ndiea(ta� �ceep�ance r�f proesalonalq en_gine�rin� re>�gns�b�lgity soS re�I�sl�q�Zhown. The Sul? Suite 200 and use of this rawfn y fracture s the rasponslbill of t e u0d n Des ser Far mare infamlat)on see this ob's enerei notes a e and Ihase web sties ALPINE•www al ineilw oo TP4 www tar•aBCA:wwwstxindus wan•ICC•www.ictzsateOro Maryland Heights,MO 6314