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HomeMy WebLinkAbout49323-Z =�o�OSUFFO(if'�'pGy� Town of Southold 2/7/2024 0 P.O.Box 1179 o �b� 53095 Main Rd �*A' �ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44951 Date: 2/7/2024 THIS CERTIFIES that the building FARM BUILDING Location of Property: 12025 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-2-13.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2023 pursuant to which Building Permit No. 49323 dated 5/31/2023 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: agricultural storage building as applied for. The certificate is issued to Zuhoski,David&Zuhoski, Steven of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut r' e Signature S FFe�c. TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49323 Date: 5/31/2023 Permission is hereby granted to: Zuhoski, David 3870 Bridge Ln PO BOX 277 Cutchogue, NY 11935 To: construct agricultural storage building as applied for per Planning approval. At premises located at: 12025 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-2-13.6 Pursuant to application dated 5/3/2023 and approved by the Building Inspector. To expire on 5/30/2024. Fees FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Building Inspector SO(/Th�� . TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oe Zr -r b�A I 0 coA-,-clwN wl SAE� NA v m�� ct4wo�'on m oft DATE II INSPECTOR SOUlyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qop� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING/STRAPPING [ NAL �AVn [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR /V � w�{{ ,.., �;�Q ��. C,t . #' � . I OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex d�'�dUr P.O.Box 1179 54375 State Route 25 �` yo. Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov ..� .. O� DD January 26, 2024 PLANNING BOARD OFFICE 1 TOWN OF SOUTHOLD JAN 2 6 2024 Mr. Steven Zuhoski P.O. Box 545 WELDING Dom'. Cutchogue, NY 11935 TOWN7 GF solmffxt, Re: Approved Site Plan for Zuhoski Ag. Storage Building 12025 Oregon Road, Cutchogue SCTM#1000-83.-2-13.6 Dear Mr. Zuhoski: The Planning Board has found that the requirements for the 1,200 sq. ft. agricultural storage building of the above-referenced Site Plan have been completed based on the site inspection made January, 19, 2024 and the Planning Board work session on January 22, 2024. This building is in general conformance with the approved site plan of property for Steven Zuhoski prepared by Steven Zuhoski, dated March 16, 2023; and, the Planning Board supports the issuance of a Certificate of Occupancy for this building. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, '�vt,�X1 � Ywc�S Brian A. Cummings Senior Planner cc: Michael Verity, Chief Building Inspector FIELD INSPECTION REPORT DATE, COMr4&TS -t FOUNDATION (IST) V N ►= A on w ------------------------------------ qr.. an, FOUNDATION (2ND) t� v IV U) �n O -9 ROUGH FRAMING& PLUMBING y 1 T 1 �1 INSULATION PER N.Y-. n `� STATE ENERGY CODE IN PIA-v\r% FINAL ADDITIONAL COMMENTS N to fie e zF S a ' " no z m 0 z Y x d r� b y �vs"rt``gin` TOWN OF SOUTHOLD—BUILDING DEPARTMENT a ))gg ry24, "'y;` Town Hall Annex 54375 Main Road P. O.Box 1179 Southold NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www. nn . Qv ed APPLICATION ° -1 'BAH 3 AIM For Office use 01, D E U II�P E �(] (L` PERMfr NO. .�'- Building Inspector: U DEC 0 7 2022 Applications and forms must be filled out in their entirety. Incomplete BUILDINGpEK applications will not be accepted. Where the Applicant is not the owner,an 'iOWNOF80UT ft Owners Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name:Steven/David Zuhoski scTM#l000-473889 83--2-13.6 Project Address:12025 Oregon Rd Cutchogue NY 11935 Phone#:(631) 734-5036 Email:steven.zuhoski@optonline.net Mailing Address:P.O. Box 277 Cutchogue NY 11935 CONTACT PERSON:. Name:Steven Zuhoski Mailing Address:P.O. Box 277 Cutchogue NY 11935 Phone#:(631) 872-3269 Email-steven.zuhoski @optonline.net J DESIGN PROFESSIONAL INFORMATION: Name:Fetterville Sales' Mailing Address:245 Fetterville Rd' East Earl PA 17519 Phone#:(717)354-7561 Email:larry@fettervillesales.com CONTRACTOR INFORMATION: Name:Same as above Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION INNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition E iniated Cost of Project: ❑Other $ 41 000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Farm buildings Intended use of property:additional building Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to vac farmland this property? ❑Yes ®No IF YES, PROVIDE A COPY. The owner/contractor/design professionaI is res Pons ible for a I I drainage and storm water issues as provided by Chapter 236 of the Town Code.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,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(s)for necessary inspections.False statements made herein are- punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. 1"Ou OAuthorized Agent BOwner Application Submitted By(print name): � Signature of Applicant: . Date: STATE OF NEW YORK) SS: COUNTY OF ) Steven Zuhoski being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Corporate Officer (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 ZZ N P blic STM L.HARNED 4 �,T Public State of NOW York .<,... ` ...............'t� .... '. - ___...,.. �` .a_.a,.�.",. ° ry }. No.OikA6071848 (Where the applicant is not the owner) Qualified inSuffolk County COMMiSsion Expires March 3, � I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 9, 2023 TO: Zuhoski, David 3870 Bridge Ln PO BOX 277 Cutchogue,NY 11935 Please take notice that your application dated December 7,2022: For permit to: construct a pole barn at: Location of property: 12025 Oregon Road, Cutcho ug e,NY County Tax Map No. 1000—Section 83 Block 2 Lot 13.6 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town PlanningBoard. oard• You may now apply to this agency directly. qMZ4 z - hw Au rized Signatur Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board t� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex O�soy P.O.Box 1179 54375 State Route 25 ®�� PHA,//__ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) +t `G� Southold,NY Telephone:631 765-1938 www.southoldtownny.gov COUNtY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD ED April 11, 2023 MAY U 3 2023 �UtLteOi�aV UEPI Mr. Steven Zuhoski TOWNOFSnirmnar P.O. Box 545 Cutchogue, NY 11935 Re: Site Plan Determination —Zuhoski Agricultural Storage Building 12025 Oregon Road, Cutchogue S CTM#10 0 0-8 3.-2-13.6 Dear Mr. Zuhoski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2023: WHEREAS, this agricultural,site plan is for a proposed 30'W x 401 (1,200 sq. ft.) agricultural storage building on a 2.79 acre parcel in the AC Zoning District, Cutchogue; and WHEREAS, on March 16, 2023 Steven Zuhoski, applicant, submitted a Site Plan Application for review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use, the details of which are included in the Staff Report dated March 27, 2023; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because Zuhoski Agricultural Page 2 April 11, 2023 Storage Building there is no need to provide for parking -the application is for an agricultural use, the building is for storage and owner use only, and the parcel is large in size relative to the proposed structure; and WHEREAS, on March 27, 2023, the Southold Town Planning Board formally accepted the agricultural application as complete for review; and WHEREAS, on March 27, 2023, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4),which states that the following actions are not subject to review under this Part: "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming"; and WHEREAS, on March 30, 2023, the Planning Board, pursuant to Southold Town Code §280-131(C), distributed the application to the required agencies for their comments; and WHEREAS, on April 5, 2023, the Southold Town Fire Marshall stated there were no objections to the proposed site plan; and WHEREAS, on April 7, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on April 10, 2023, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan of property for Steven Zuhoski prepared by Steven Zuhoski, dated March 16, 2023, and authorizes the Chairman to endorse the Site Plan after Condition A below is met: Conditions: A. Prior to endorsement of the site plan, a use certification must be obtained from the Chief Building Inspector as required by Town Code. B. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this storage building must be Zuhosid Agricuitural Page 3 April 11.2023 Storage Building reviewed and approved by the Planning Board prior to installation and must meet Town Code§172 Lighting. C. The proposed building shall have no public access and must be used only for agricultural purposes. In addition, please be aware of the following Town Code requirements: 9 Approved site plans are valid for eighteen months from the date of Approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. P. Any changes from the approved site plan shall require Planning Board approval. D Prior to the issuance of a Certificate of Occupancy,the Planning Board must inspect the site l o ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records_ One copy will also be sent to the Building Department/ If you have any questions regarding the above, please contact this office_ Donald J. VA41MInski Chairman End. cc: Building Dept.w/map By signing this letter,the applicant acknowledges that there are Town Code requirements and conditions, including those listed above,that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: ApplicantlAgent Signature: Date: D - -Z3 DISH Scott A. Russell -10 Ir STOR1��! WA TIER- SUPERVISOR o MANA\G]EME NIF SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 — STORMWATER MANAGEMENT REFERRAL FORM i (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER.) - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ;f (( NAME: ,;MW Z✓1tDSP Date: ` �tl Contact Information S TL'�-V�'N, 2 vy+o Sit D�toNl.IwE. N�7 IE-Mad 8 Tfthwx Hum6e+➢ r s �O 3 l- 8 72 -326 4 I E Property Address / Location of Construction Site: # l2025' 0,490A 1 R+0 S.C.T.M. #: 1000 T A f{,� 9 Q 2 District /� ih (i V I G"a0 F- /y I /) Section Block Lot i f ti TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Required! ti 13 - Project does Not Discharge to Waters of the State. No S.P.D.E.S.Permit is Required! ®- Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. O Area of Disturbance is Greater than 1 Acre&Storm--water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. l eta Reviewed By. Date: �F jt = FORM s CMf P-TOq At-rn}wr 9n19 ISApp �Y RECE,' .E 0 FOR INTERNAL USE Utv JAN 182023 SITE P LAN USE �ETE.RMINATI� out}iold-Town Planning Board _ In.i•tial Determination � � 18 r 23. �3 Date Seri Date: Q �— - � 1 - v,d I �1 project Name: &h o� ��. -- ,! ICI �-- Project Address: 1 J _l3 Zoning District: . S C�un uf€olK ty Tax map No.:11000' _ Request ri c-ul f ortin do cumenfation'as to of Building Permit Application and supp g (t�iote: Copy .. proposed use onuses should be submitted.) - tnitial Deterrriination as to whether use is permitted: • tar► is required: Jnitia[ Determination as to whether site p Signatur Building IMO e: r ' e ar{rnent(p_D.} pefeirak Planning D P i �g a _ pate of Cotni' ent; t 1--------- P-D,Hate Received:�_�—- 11 e 1WT Comments: a� Signature of lilan g Dept.-Staff Reusewer Final Determ[r►afton Date: � 1 • Decision: c7 ,nnhiro of Riiiiciino lncnw-tor �__ _ _ _,-J,L� __ ___�.- �.`. -__—.__-._._ _ -•--,. _ - __—.-�-...-'-w----: _ -_.--_ .- —._ :...^C - f':, � " .rya d '•tit. - q',r�u - �a (I� .} a"�,r, - __ r7`' -r"fJ•�:.11 't� - n-' - - �J, c-t,1 •_` -., .. � .Fa J.L -27 .r_ • �' - - _1- .�. - � _- - 'Lo .:5�f- - ''a I mac'? •. - ' � - _ - I`3'I'�l'� �-i5,:'i - -SL C. i 1af�-7,,fny@ I,�. �� ,.J• _� - •AL:k�r, - - - •a'�'.' _ _ _ u' l _ems ^-%�•, ='i_t - -' - - - �. '-; •�� -Yl' _ L - , a Old �r,.�`i •� - _ �J •F- _ rtyy'' �1•.. - '�xC.� li•• _'I-_S ,, •M9.A. -..Yn'S�. `11J'-• .Y, - - -',., YIJ, «2r`�;',� _ :G:-- ��• �. - "i ,•c, c,S, . :.-_ -- _�' ='4 - _:. _." :' .'-:,,' -fs p,- `u VA, ,f, - yam_■ - �D_' 'A � _ ..,� -. - - , 1 - __ - _- ,,- _ �/'ry�,r. _•• - _ � l%f$�._';.f, _ I.j - - - - _ , - - f•LT. [ ••,,. .-_ Ow-T,` - - _: - -A' 3.� _l lr, �j'=yy kt zu LUG it �.' �,�" - �. ' SIB. _.�o�' _�'�,•�! ` - •' .1.. r _ - u-y'. .. ... 'u , . .- ' �` ,� r, .'mot', _.'; - -- - - - - L'.-" .r�, ". '� - - .�',+ `��_�'•% STORM WATER CALCULATIONS FOR PROPOSED POLE BARN LOCATED AT 12025 OREGON ROAD CUTCHOGUE 1,512 sq/ft roof x 2" rainfall/hr(.167) =252.50 cubic feet requiring a 4' deep by 10' diameter dry well. Center of dry well will be placed 18.75' north of proposed building, 56.25' east of property line, and 93.75' north of property line. Leaders and gutters will be connected to dry well using 4" PVC pipe. Attached survey indicates location of dry well. l. Dwyer, Tracey From: Dwyer,Tracey Sent: Thursday, February 09, 2023 8:20 AM To: 'Steven Zuhoski' .Subject: RE: Revised pole barn site Received, I will be writing the disapproval today for planning board approval only. With that you will have to pay the $50 for the disapproval and apply to planning is you haven't already. While you're doing that please send me two copies of your stormwat r calculations Thank you,Tracey Dwyer for the engineer to review. �) Will be- Alec i*d in plann i n , From:Steven Zuhoski [mailto:steven.zuhoski@optonline.net] Sent:Sunday, February 05, 2023 3:20 PM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject: Revised pole barn site ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. The southwest corner is now 25' off McBride property and 43.75' off of Lucille Zuhoski's property.Let me know if you have any questions. Steven On Feb 2, 2023, at 10:13 AM, Dwyer, Tracey<tracey.dWer@town.southold.ny.us>wrote: Received,thank you-and enjoy. From:Steven Zuhoski [mailto:steven.zuhoski@optonline.net] Sent:Thursday, February02, 2023 9:21 AM To: Dwyer,Tracey<tracey.dwyer@town.southold.nv.us> Subject: Re: building dept Thank you, I am out of town until the 6th,when I get back I'll move the building so we have the proper . set backs and resubmit. Steven Sent from my iPhone On Feb 2, 2023,at 9:03 AM, Dwyer,Tracey<tracey.dwyer@town.southold.nv.us> wrote: Steven and David, I have just received the site plan use determination back from the Planning Dept.,which enables me to write the disapproval for the barn at 12025 Oregon Rd. However, if the barn is placed 19.2 feet off the western side yard property line where 20 feet is required you will have to apply to both planning and ZBA for a side yard variance. If you are able 1 to move the barn one additional foot east to achieve the 20' required setback then you can save yourself a step and just apply to planning. Let me know your decision. If you can move it, please email me a survey showing the new side yard setback. I have attached the survey you previously submitted. Thank you, Tracey Dwyer <12025 oregon_20230202090301.pdf> z Dwyer, Tracey From: Dwyer,Tracey Sent: Thursday, February 02, 2023 9:04 AM To: 'steven.zuhoski@optonline.net' Subject: building dept Attachments: 12025 oregon_20230202090301.pdf Steven and David, I have just received the site plan use determination back from the Planning Dept.,which enables me to write the disapproval for the barn at 12025 Ore Rd. However, if the barn is placed 19.2 feet off the western side yard property line where 20 feet is required you will have apply to both planning and ZBA for a side yard variance. If you are able to move the barn one additional foot east to achi a the 20' required setback then you can save yourself a step and just apply to planning. Let me know your decision. If ou can move it, please email me a survey showing the new side yard setback. I have attached the survey you previously bmitted. Thank you, Tracey Dwyer �oc� 1 RECEIVED ►� ►: ►�_: rMAR 16 2023 �oLlchoid Town Planning Board LLJ cc o tA R I - ® z L � 0 � LLA a e1ppeueurenr� Contract: 086FELG22 i�`°' 'Y�•°.��% Free Standing Building installed-on your level site ='� •� ��: = 30'width x 40' length x 10' inside height = :¢ ' Z W 4 Roof System: 4'o/c trusses Pitch: 6/12 Loading: 30-5-5 " m ' 2 Walls: 8 o/c 3-Ply 2x6 Glulam Load-Bearing Posts - F Siding: 27 Gauge Painted Steel (Heron Blue) %� •''. �. . Trim Color (Ash Gray) �F'S5�d�1'"t" Roofing Type: 27 Gauge Painted Steel with Ridge Vent (Ash Gray) �„"'t„"��„�a Overhangs: 12" Boxed Vented on 2-eaves&2-gables (Ash Gray) soffit and fascia Special Conditions Insulation: 1495 sgft of 1/4" Solex Insulation on Roof **2x8 Skirt Board for future 6" Concrete.talk to 1 -9 x 9 Insulated Steel-Backed (White) Overhead Door (Model 4053) Customer about Floor Height Placement** with 1 Row Plain Long Glass 2nd Row and Low Head Room Kit Construction to begin 1-14 Days After 2 -3'X 6'8" Fiberglass 9-Lite Entry Door (WHITE) Delivery. Customer responsible for Trash. 3 -36"x 44"Single Hung Insulated w/ Half Screen Windows(WHITE) with grids For Contract: 086FELG22 1 - 2X3 Slider Insulated Window w. Grids (WHITE)- Engineered plans 1 THIS BUILDING MEETS OR EXCEEDS THE 2018 IBC Cover Sheet BUILDING CODE FOR POST FRAME CONSTRUCTION Client Name: Steven Zuhoski My Signature affirm this drawing&design to be correct&accurate. Contact: I have received my building permit and have forwarded any changes from code Larry Gill Address: officials to Fettervllie.I understand that there are no changes that can be 11825 Oregon Rd made from this point forward without extracosts being Incurred at my expense 800-331-1875 Ext. 108 Cutchogue, NY 11935 Email: PhonLarry@fettervillesales.com �` 631-872-3269 X Customer Signature X Date Drawn By: GB o - bo ® ® Front of NeW CO J - Q (Y! Z �'•2 W m ,,, ,y •........ Q ,,�FfSS10��A . o M Z Z ,< Rear Q a p W H a 0 30`-0" Elevation View Scale:1/8"=1' Client Name: Steven Zuhoski Contact: Larry Gill Fetterville Sales ►t'.:'`' Address-, 245 Fetterville Rd. East Earl, PA, 17519 11825 Oregon Rd 800-331-1875 Ext. 108 Cutchogue, NY 11935 Email: Y` Phone: Larry@fettervillesales.com 800-331-1875 631-872-3269 Drawn By: GB 00 Right ® o r 0 ' �'1e►►etu�soUya QF Neil,' 6..a q'........... 0 •'' `� � OFESS10�1G```0 f^ � � 'rrunrr�rtr��` V z 61. Left a � z Q a Lu a 0 40r-Orr Elevation View Scale:1/8"=1' Client Name: Steven Zuhoski Contact: Larry Gill Fetterville Sales ►/i "'";/ �,� Address: 11825 Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. rr rl, PA, 17519 Cutchogue, NY 11935 Email: East Ea 800-331-1875 Phone: Larry@fettervillesales.com 631-872-3269 Drawn By: GB CONFIRM FINISH FLOOR Floor Plan HEIGHT WITH CUSTOMER Personal use, 1200 sq. ft. 8'-011 8'-0" 81-011 8'-011 8'-01' w 0 2x4 Int Girts 23" o/c from Top of Conc to top of girt 0 3'x6'8" 9-Lite in w O 0 0 Ridgeline M o � r o w O I o I O o 3'x6'8" 9-Lite N �} W �y�►u�uowap4j Z u. OF NEW ', 0 Ile a + J $,-0„ 8,_0„ 8,_0„ 8,_0,� 3�_0�� 5'_0„ •� M. - a O =i 0 40 -0 y •.. ....... °FE,slot' Post Layout / Header Height is 9' 11" from Top of Skirt Board to Top of Header Scale:1/8"=1' Client Name: Steven Zuhoski Contact: :: . .• Larry Gill Fetterville Sales 1/ . i �:`►"' Address: 11825Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. Cutchogue, NY 11935 Email: East Earl, PA, 17519 .,� !ER 800-331-1875 Phones" Larry@fettervillesales.com 631-872-3269 Drawn By: GB Purlin Attach Via 3 12D Nails Per Connection 0 Posts Notched for Truss Hurricane Ties •• 2x6 Truss Block Attach g 2x10 #2 SYP o•e• Via 5 3"x.131 Nails 10-3 1/4" 12D Nails Per Connection 2x4x12" Support Block •° Attach Via 12 12D Nails e o a° Girts Attach Via 3 12D Nails •° Per Connection � o Q S m Q = W CD Q `1►►unw,by�a�y Of O Z u- �a`� ��r0Ce •p''i ZO (T w ��(7 ���'.i a. a 771 A? Client Name: Steven Zuhoski Contact: Fetterville Sales Larry Gill 245 Fetterville Rd. ►( 'ij;i''' y Address: 11825 Oregon Rd 800-331-1875 Ext. 108 " ; Cutchogue, NY 11935 Email: East Earl, PA, 17519 800-331-1875 Phone: LarryWettervillesa/es.com 631-872-3269 - Drawn By: GB 1/4" Solex Under Steel AppROVED By 2x4 #2 Roof Purlins 24 , o/c BOARD PLANNING 27 Ga Ptd Steel Roofing 12 TO!!WN OF SOUTMOLD Engineered Trusses 48" o/c 6 r— 2 2x6 Tie Down Block DATE 5� H2.51-lurricaneTies R PLACEMENTS: 2 Ply Truss Supports oor sets 1-1/2" Down 2x4x12" Support Block I from top of Skirt Board Garage Door sets 2" Down 27 Ga Ptd Steel Siding Treated/Laminated Post Truss Support Size: 2-Ply 2x10 #2 SYP 10'-0" Inside Height Fastened Via 10-3 1/4" Coil Nails Per Connection Truss Bracing: 2x4 Diagonal, BIC Laterals, Web Bracing Per Print 2x4 #2 Girts 24" o/c .131 x 3-1/4" 12D Nails for All 2x4 &2x6 Girts, Purlins, Fascia 2x8 Treated Skirt Board FINISH FLOOR HEIGHT: 1.5" Down from Top of Skirt Board Grade Line 01ti111110lfI,,b Conc. FTG 4000 psi 42-48" Depth ,° o�N �P^ SCREW PATTERNS I I _rY Q i't fn• •• •*-1-8—"Y ',,`�a t•.. Purlins .and All Siding i.�FE5S110 ,�```` No Scale Typical Section-View Client Name: Steven Zuhoski Contact: Larry Gill Fetterville Sales /;; ,''� :'►W Address: 11825 Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. Cutchogue, NY 11935 Email: East Earl, PA, 17519 tTE.R � Larry@fettervillesales.com 800-331-1875 . 631-872-3269 Drawn By., GB Job Truss Truss Type C1y Ply 22102019E T30 COMMON J 9 1 Zuhoski Jab Refaetrce UFP Site Built,LLC,UFP 20/20 Run:8510 s Oct 22 2021 Print&510 s Oct 22 2021 NYTek Industries,Inc.Wed Oct 261431:10 2022 Page 1 ID:oKfcCSfWm7HT g6DByDPr(yPXDI-LDCxGNTY ijyWzk5cXw73nEjmtYR7JOMuiKeFlyPXC 1 7-9.4 15-0.0 22 2-12 30-0-0 3 1 1 7-9-4 7-2-12 7-2-12 7-9-4 10 Scale=1:53. 6x6= 6.00 F12 5x6-51_ 21 22 5x6 6 2x3\\ 20 23 2x3 3 7 2 24 19 1 1 2 89 m dI d' 12 11 10 5x6- 44= 3x8 MT20HS= 4x4= 5x6= 10-2-3 19-9-13 30-0-0 10.2-3 9-7-11 10-2-3 Plate Offsets - 2:0-1-1 E 3:0.1-80-0-8 5:0-3-00-34 :0-180-0-8 80-1-12E 10.:0-1-80-1-1 12:0-1-841-1 LOADING(psQ SPACING- 4-" CSI. DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.2510-18 >999 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.4010-18 >891 180 MT20HS 148/108 BCLL 0.0 Rep Stress Ina NO WB 0.71 Horz(CT) 0.12 8 n/a n/a BCDL 5.0 Code IBC2M8frP12014 Matrix-MS Weight:148Ib FT=20% LUMBER- BRACING. TOP CHORD 2x6 SP 2400F 2.OE-Except' TOP CHORD 2-0-0 oc pud'ms(3-1-0max.). T1:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11 8 oc bracing. BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=272NO-8-8,8=272VO-&B Manx Harz2='217(LGi2) Max UplWt _89(LC.14),8-589(LC 15) FORCES. Qb)-Maximum Compression/Mannun Tension TOP CHORD 1-22= (48,2-19=-0611/1633,3-19--4402H662,3-20=-4001/1598,4-20-3850f1606,4-21-3725/1617,5-21=3700/1633,5-22-3700/1633,6-22=3725/1617,6-23=-3850/1606,7-23=-4001/1598, 7-24=-44021166Z 8-24=4611/1633,8-9=0/48 BOTCHORD 212-1251/3937,11-12---644/2808,10-11-644/2608,8-10=-1251/3937 WEBS 312=1371/633,5-12=497/1602,5-10=-497/1602,7-10=1371/633 NOTES- 1)Unbalanced root five loafs have been considered for this design. 2)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=-3.0psf;BCDL=3.Opsf,,h_-20t5 Cat.11;Exp C;Enclosed;MWFRS(envelope)and GC Exteior(2E)-0-8-6 to 2-3-10,IMerW1)2-3-10 to 12-0-0,Exterior(2R)12 0-0 to 18-0-0,Interior(1)I B-0-0 to 27-",Exterior(2E)27-8-6 to 30-"zone C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL.1.60 3)TCLL:ASCE 7-16;Pr=30.0 psf(roof LL:Lum DOL 1.15 Plate DOLa1.15);Pg=40.0 psi;Pf=33.6 psf(Lum DOL=1.15 Plate DOLa1.15);Is=1.0;Rough Cat C; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12-0 psf or 1.00 times flat roof load of 33.6 psf on overhangs non-concurrent with other live loads. 6)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof.Architect to verify adequacy of top chord deadload. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psi bottom chord live load nonconaare t with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 589lb uplift at joint 2 and 589 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Cade section 2306.1 and referenced standard ANSVTPI 1. 11)Graphical pudin representation does not depict the size a the oriedati or bottom chord. LOAD CASES)Standard A P r pO Y E D BY 0 F NE IN Y 5 PLANNING BOARD TOWN OF SOUTHOLD BATE �j/ .-P1la0 oA 101355 90�E S S 1 ONP 10/26/2022 I �� . .- ,J, . ... 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DEPARTMENT OF STATE DIVISION OF CORPORATIONS AND STATE RECORDS ALBANY, NY 12231-0001 CERTIFICATE OF AUTHORITY_ UNDER SEC. 805 OF THE LIMITED LIABILITY COMPANY L7q ENTITY NAME: FETTERVILLE POLE BUILDINGS, LLC DOCUMENT TYPE: APPLICATION FOR AUTHORITY (FOR LLC) COUNTY: NEWY FILED:03/22/2017 DURATION:*********--CASH#:170322000009 FILM #:170322000009 DOS ID:5106175 FILER: EXIST DATE LIZ DEWALT C/O BARLEY SNYDER LLP 03/22/2017 126 EAST KING STREET LANCASTER, PA 17602 ADDRESS FOR PROCESS: -------------------- CORPORATION SERVICE COMPANY 1133 AVENUE OF THE AMERICAS NEW YORK, NY 10036 REGISTERED AGENT: ------ ---------- =g—VP L'4_ �- Y Me N IF 3_ z�- -ni�.� vim' The limited liability company is required to file a Biennial Statement with the Department of State every two years pursuant to Limited Liability Company Law Section 301. Notification that the biennial statement is due will only be made via email. Please go to www-emai.l_ebiennial.dos.ny.gov to provide an email address to receive an email notification when the Biennial Statement is due. SERVICE COMPANY: ** NO SERVICE COMPANY ** SERVICE CODE_ 00 'FEES 250-00 PAYMENTS 250.00 FILING 250.00 CASH 0.00 TAX 0.00 CHECK 250.00 CERT 0_00 CHARGE 0.00 COPIES 0. 00 DRAWDOWN 0.00 HANDLING 0-00: OPAL 0.00 REFUND 0.00 -- DOS-1025 (04/2007) STATE OF NEW YORK WORKERS'COIONSATION BOARD CERTIFICATE OR NYS WORKERS'COMPENSATION INSURANCE COVERAGE 1n-LeW Name&Address of Insured(Use street address only) 1b.Bnelness Te%&=eNumber of Insured Fattervi119 Pole Baildinos MC 717-354-7561 245 'Fetterviile Rond EMIL Nazi, PA 27529 ic.NYS Une"loyment Insurance Imployer Registration Number oflns nd World,;noun ofbommil(Onlyrg&&edifaoYwWkspeo j1 * 1d.Federal Employer Identification Number of lamed limed to aertoix locafinu in New York SYale, Le, a Winp47p or SocialSecurtly Number May) si-4s1aael 2.Name and Address ofthe BnlityRegaesting Proof of 3a. Name of lamancx Carrier Coverage(Entity Being Listed as the Certificate Holder) Belective insurance Coepmr of 3 wleriea 3b.Policy Nmdw of eaft Isted In box-127 WC9049332 Town of Southold 53095 Routs 25 3c' eftve period PO Box 1179 11212022 to 1/2/2023 Southold NY 11971 3d. ThePiapdetor,Partners orFaeeative Officers are ❑:ieeladed. W,*a=kb-,f9ArwuadofAasakdMQ 0 all excluded or cerk4n.parbaeraloSieaa exdnded. This certified that the haun men easier indicated aboire in bnc"T insures Ilm bu&=Irdere nced above in box"la"for woks' CoMpMWW=dCrtWNewymkststeWO&ae C onLaw.(Tometkbform,NewYoric(NY =dbeNMd mde lbm-U on tlte INBORMATION PAGlt of*e workers'am4mandanim m=mpolley).IUInsmanoe C7atrier or its licensed ageotwihamd Ma C7erdficdc of Inmin mre to the entity listed above as Ste certificate bolder in box-r_ Thelna vmceCarnerwillalsanotifytheab w vaWfYcatzhaWwwll=IOdg)wLFapnikyvemladedduato nog"wentafpreminsor tvdfikft 30dayalF'ihem are rewowoMff titan eonpayment ofprernina that eamd the policy or guts tbeinmvd,from&eoovmW hwhcadedn ff*Certificaw- flfiesenaiiaesmrrybasenlbyregukwnrr Q odurwhrdiuCodfleatoisvaffdformwywaftwdkfom is approved by 9u mammies cwriQ or ftr hivvned gpmf,or wdff thepo iW cgdnsllw&&Kzfed in boa 103e;whkharw-ftje�ra- Please Note:Upon the cancellation of the worhms compensadon policy indicated on this form,if the badness continues to be named on a permit,license ercontractissned by a to rtificate holder,the badness atastprovide that cerdlicste holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business to complying with the mandatory wveragenegniremeub afthe New York State Workers'Congwmth=Law. Under penalty of perjury,I certify that I am an authorized representattve or licensed agent of the'maarance carrier referenced above and that the named insured has the coverage as deplefil on this form. Aplunvedby: l i7E,5paillat �iotmimaafa edngm�tiaeoruemudacartatinow"aREW 11/30122 Appoved Tii Underwriter Telephone No ber of authorized reprawntadve or licensed agent of insumnee comer: PZwm Note:Only vmw=w carriers and thetr haeased ago&am authorized to issue Fom C-105.Z Jh anx bmkm are NOT auftrftd to iwue A G105.2 C9-07) � A� „/3o rz022® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/ YI oz2 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ' CONTACT Certificate Department NAME Robertson Insurance&Risk Management a NN Ext: (717)6253770 fA No: (717)6253777 3399 Jetstar Drive ADDDDRESS: certs@robertson.insure INSURER(S)AFFORDING COVERAGE NAIC i Lititz PA 17543 INSURERA: Selective Way Insurance Company 26301 INSURED INSURERB: Selective Insurance Company of America 12572 Fetterville Pole Buildings,LLC INSURER C: DBA:Fetterville Sales INSURER D: 245 Fetterville Road INSURER E: East Ead PA 17519 INSURER F COVERAGES CERTIFICATE NUMBER: 2022-2023 REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTOTHE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE IN WVD POLICY NUMBER MMIDDIYYY PAD EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000 CLAIMS-MADE ©OCCUR PREMISES Ea occurrence) '�rrence $ MED EXP(Any one person) $ 15.000 A S 2273820 01/02/2022 01/02/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIESPEP: GENERAL AGGREGATE $ 2'000'0oo POLICY©JECT LOC PRODUCTS-COMP/OPAGG $ 2'�'� OTHER: AUTOMOBILE LIABILITY (Ea acBlc10tSINGLE LIMB $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED S 2273820 01/02/2022 01/02/2023 BODILY INJURY(Per accident) $ AUTOSONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY er accident UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1'000'000 A EXCESSLUIB CLAIMS-MADE S 2273820 01/02/2022 01/02/2023 AGGREGATE $ 1,000,000 Dm I>eJ RETENTION$ 0 $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY YIN STATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE EL.EACH ACCIDENT $ 500,000 B OFFICERIMEMBER EXCLUDED? NIA WC 9049332 01/02/2022 01/02/2023 (Mandalory In NH) EL.DISEASE-EA EMPLOYEE $ '� If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ Job Site $150,000 A Builders Risk Coverage S 2273820 01/02/2022 01/02/2023 All Locations $300,000 Deductible $1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION J 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 Southold NY 11971 , ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD n', - .':: ::: :. ­-.. Io k�` -w� 6 ,� , , , . �: . , . 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FINAL - CONS-PP JCT!ON MUST N. . .DE—O_ BE COMPLETE ;:_O;; ALL CONSTRUCT!CN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 7_•',:"J OT PRbb98b'WitH CRAM*ING.UNTIL SU VET, f fOUNDATION.L80AT1. RETAIN STORM WATER RUNOFF ELECTRICAL PURSUANT TO CHAPTER 236 INSPECTION REQUIRED OF THE TOWN CODE. °TRUSS PLACARDING REQUIRED ' Ti ER'VIrLjL' 9� D pF NE►v Contract: 086FELG22 GAP p" OPp 7`i O'p d 7 Free Standing Building installed on your level site * � 30'width x 40' length x 10' inside height _ Q 9L Roof System: 4'o/c trusses Pitch: 6/12 Loading: 30-5-5 m 9`" Q -a ) OD W Walls: 8' o/c 3-Ply 2x6 Glulam Load-Bearing Posts tr t W Siding: 27 Gauge Painted Steel (Heron Blue) ZN Trim Color(Ash Gray) Roofing Type: 27 Gauge Painted Steel with Ridge Vent(Ash Gray) �.oA 7142 Overhangs: 12" Boxed Vented on 2-eaves&2-gables (Ash Gray) soffit and fascia OFESSIONP� S Insulation: 1495 sgft of 1/4"Solex Insulation on Roof Special Conditions 1 -9 x 9 Insulated Steel-Backed (White)Overhead Door(Model 4053) **2x8 Skirt Board for future 6 ete.talk to with 1 Row Plain Long Glass 2nd Row and Low Head Room Kit Customer about Floor Height Placement** 2-3' X 6'8" Fiberglass 9-Lite Entry Door(WHITE) Construction to begin 1-14 Days After 3 -36"x 44"Single Hung Insulated w/ Half Screen Windows(WHITE)with grids Delivery.Customer responsible for Trash. 1 - 2X3 Slider Insulated Window w. Grids(WHITE) For Contract: 086FELG22 Engineered plans THIS BUILDING MEETS OR EXCEEDS THE 2018 IBC Cover Sheet BUILDING CODE FOR POST FRAME CONSTRUCTION Client Name: Steven Zuhoski My Signature affirm this drawing&design to be correct&accurate. Contact: I have received my building permit and have forwarded any changes from code Larry Gill Address' officials to Fetterville.I understand that there are no changes that can be 1182S Oregon Rd made from this point forward without extracosts being incurred at my expense 800-331-1875 Ext. 108 Cutchogue, NY 11935 Email: Larry@fettervillesales.com Phone: 631-872-3269 X Customer Signature X Date Drawn B GB y� CONFIRM FINISH FLOOR Floor`Plan 'HEIGHT WITH CUSTOMER Personal use, 1200 sq. ft. 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" w 2x4 Int Girts 23" o/c from Top of Conc to top of girt En - o 3'x6'8" 9-Lite o w 0 0 0 Ridgeline ob co o — — — O fu O (V s I w O o x , 3'x6'8" 9-Lite pF NE1v w KOP F��O CO �y ti 8'-0 8'-0" 8'-0" 8'-0" 3'-0" 5'-0" m W " 2N �� 40 -0 0 077 4% 9OFES S10NP -Post Layout / Header Height is 9' 11" from Top of Skirt Board to Top of Header Scale:1/8"=1' Client Name: Steven Zuhoski Contact:' Larry Gill Fetterville Sales ►/���f�'° _►�: Address: 11825 Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. T:E_ 'I�L�L��� Cutchogue, NY I I935 Email. East Earl, PA, 17519 i1dL ;Ilt/ Phone: Larry@fettervillesales.com 800-331-1875 631-872-3269 Drawn By: GB 1/4" Solex Under Steel 2x4 #2 Roof Purlins 24" o/c 27 Ga Ptd Steel Roofing 12 Engineered Trusses 48" o/c 6. 2x6 Tie Down Block 1-12.51-lurricaneTies DOOR PLACEMENTS: 2 Ply Truss Supports Entry Door sets 1-1/2" Down 2x4x12" Support Block from top of Skirt Board Garage Door sets.2" Down 27 Ga Ptd Steel Siding Treated/Laminated Post Truss Support Size: 2-Ply 2x10 #2 SYP 10 -0 Inside Height Fastened Via 10-3 1/4" Coil Nails Per Connection Truss Bracing: 2x4 Diagonal, B/C Laterals, Web Bracing Per Print 2x4 #2 Girts 24" o/c .131 x 3-1/4" 12D Nails for All 2x4 &2x6 Girts, Purlins, Fascia .; of- NE�y yO 2x8 Treated Skirt Board FINISH FLOOR HEIGHT: * �cv� 1.5" Down from Top of Skirt Board Q cc w Grade Line m z Conc. FTG 4000 psi 42-4 1" Depth A 0771 2 P AOFESSk SCREW,PIjj Purlins and'A1 Sidin Typical Section View No Scale Client Name: Steven Zuhosk/ Contact: Fetterville Sales Larry Gil/ ►.(j(("�''�,.�. Address: 11825 Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. F Cutchogue, NY 11935 Email. East Earl, PA, 1751 9. Phone: 631-872-3269 Larry@fettervil/esales,com 800-331-1875 Drawn By: GB Purlin Attach Via 3 12D Nails Per Connection Posts Notched for Truss Hurricane Ties 2x6 Truss Block Attach 2x10 #2 SYP Via 5 3"x.131 Nails 10-3 1/4" 12D Nails o o Per Connection 2x4x12" Support Block Attach Via 12 12D Nails Girts Attach Via 3 12D Nails Per Connection o OF NEW y ! P. Ko P 0 < I W �(P�pA 0771 ROFESS O� Client Name: Steven Zuhoski Contact: Fetterville Sales Larry Gil/ ► �'"' Address. 245 Fetterville Rd. i 1182S Oregon Rd 800-331-1875 Ext. 108 = Cutchogue, NY 11935 Email: East Earl, PA, 17519 F- �TtW , I Phone: 63I-872-3269 Larry@fettervillesales,com 800-331-1875 Drawn By: GB 0 co ® ® Front 0 12 16 NE(N YD YCOco CO P (V G CC ® ® W -Q W ® ® Rear Zo 077 OA�"OFESSNO�P� 30'-0" Elevation View Scale•1/8"=1' ^� Client Name: Steven zuhoski Contact: Fetterville Sales Larry Gil/ ►1 III �;', Address: 11825 F Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. Cutchogue, NY 11935 Email: East Earl, PA, 17519 Phone: Larry@fettervi/lesa/es.com 800-331-1875 631-872-3269 Drawn By: GB O BO Right o 0 o � �y- NEVV y® _ ';3 w Cr ® 77P, AA�FESS\0 r 40'-0" Elevation View Scale:1/8"=1' Client Name: Steven Zuhoski Contact: Larry Gill Fetterville Sales /�{{ {� ;,► . Address: 11825 Oregon Rd 800-331-1875 Ext. 108 245 Fetterville Rd. Cutchogue, NY 11935 Email; East Earl, PA, 17519 s� !TI 1E; y'I�LL Phone: 631-872-3269 Larry@fettervillesales.com 800-331-1875 Drawn By: GB :• N 460 34' 47" W . • ��. • lad 393.81 Nora Mueger, PE Cell: (631) 655-8489 noramueger@gmail.com Professio V NLWyp MUE� �k �r AREA = 2.787 ACRES 104784 • SS10���. ' EXIST ME Tq� BgRN , 00 �M. 0 EXIST B qRN Q gXI ST EXIST 0- CpG. BCpG w J H ' I-- v J^ LO C o Mo Z Z 00 EXIST w BARN D E t w Cn loft 0 CV - C) N 310 o 31 46 w FX/ST 157 00► B�pG Revisions No. Date Description 30.0► 1 10/31/23 FOR PERMIT 2 --/--/-- o 36 01 3 --1--1-- ---- O 4 --/--/-- -- B�pG. 0 5 -/--/-- ---- Designed By : NM (O 'O O Drawn B NM O y � co 00. Checked By : NM Date : 10/31/2023 Scale: AS NOTED �t CV 0i M 188.00' 157.00' Cei SITE PLAN SCALE: 1" = 20' sheet#