Loading...
HomeMy WebLinkAbout41707-Z �� gUfrFOtcp�, Town of Southold 2/12/2018 o, yam. P.O.Box 1179 .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39505 Date: 2/12/2018 THIS CERTIFIES that the building BARN Location of Property: 57995 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 55.-6-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/13/2017 pursuant to which Building Permit No. 41707 dated 6/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: FARM STORAGE BUILDING AS APPLIED FOR The certificate is issued to Polak,Kevin&Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41707 01-12-2018 PLUMBERS CERTIFICATION DATED out tignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 41707 Date: 6/6/2017 Permission is hereby granted to: Polak, Kevin & Donna 55 Fanning Blvd Riverhead, NY 11901 To: construct a farm storage building as applied for per site plan approval. At premises located at: 57995 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 55.-6-34 Pursuant to application dated 4/13/2017 and approved by the Building Inspector. To expire on 6/6/2018. Fees: FARM BUILDING -NEW $150.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 2110 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$15.00 Date. 2-11 / New Construction: Old or Pre-existing Building: (check one) Location of Property: -5799.3' House No. Street Hamlet Owner or Owners of Property: 4"1"1 k-R) .1- )4-mt 4= 4& Quffolk County Tax Map No 1000, Section Block�O Lot Subdivision Filed Map. Lot: Permit No. `"l t Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ _�rpxk Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.richert@town.southold.nv.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Polak Address: 57995 Route 25 city,Southold st: New York zip: 11971 Building Permit#: 41707 Section: 55 Block: 6 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elec Tec Inc. License No: 4814-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: "BARN" 2- Garage Door Openers Notes: Inspector Signature: Date: January 12, 2018 0-Cert Electrical Compliance Form.xls _ -. . - - - , - - - , 1 q-0 qf SOUTyO h� l0 M'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V] FOUNDATION 1ST-" [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J. [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMA KS: e�$A3 n �l INSPECTORUA- DATE - �I�O� �OFSOUTyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ])PISULATION [ FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) y - REMARKS: fiAw�in Old i ry Nnvllv[Q 470Avd, 40ov ofV6?��(, tb -1-L" pe, 5�- 6v�✓d� �� t�� o� a! � I d DATE Q INSPECTOR SOUTo17 yolo N O cOUNIN,� � 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) REMARKS: W6�JT nljf�em Del DATE �� � INSPECTOR - OE SO�ryolo 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) REMARKS: <77 DATE INSPECTOR ;r q Ro SOF so how y�lo _ cou H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULA ION [ ] FRAMING / STRAPPING [ FINAL ��`� {✓L ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 - n G ;Awo.-L z " �' M pct 0 6v oA �* , • G) DATE INSPECTOR I o F so �0 Uly N o o 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL f i1✓ �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: NO -S) 9 )UM 4nvi Akn V\ jo:l DATE g INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��OF SO(/jP.O.Box 1179 54375 State Route 25 hQ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 N www.southoldtownny.gov ol,Y�OUiVTy,�� "\.17 r" PLANNING BOARD OFFICE D TOWN OF SOUTHOLD FEB - 8 2018 February 8, 2018 TOWN OF SOUTHOLD Mr. Kevin Polak 57995 Main Road Southold, NY 11971 Re: Approved Agricultural Site Plan for Polak Agricultural Building 57995 Main Road, ±800' s/w/o Arshamomaque Avenue & Main Road, Southold SCTM#1000-55-6-34 Dear Mr. Polak: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made February 2, 2018. The site is now in conformance with the Site Plan shown on the Survey for SCTM#1000-55.-6-34 for Kevin Polak, prepared by Nathan Taft Corwin III, dated February 28, 2012 and last revised May 23, 2012. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector D ' � - LYS + t► i1 ; II �, �f `c 1--tml AA I • � IMS - (moi ' r y - rill 9 7W OAF FF M r �i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY%1,197T`�:. , ' , _ \'; ' ; ''' 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 = �' ,• w Suryey SoutholdTown.NorthFork.net PERMIT NO. ` I I---Z7— Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate D � d Storm-Water Assessment Form Contact: Approved 20 DEC , a: No Disapproved a/c At , 1, �o F SOUTH LD Phon F� L Expiration ,20 Building sp cto APPLICA FOR BUILDING PERMIT Date a B�i —Z® "�� , 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 dateAf 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. n (Signature of applicant or name,if a corporation) r (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �JUtT/�l�i? Name of owner of premisesytoo;0 `�' G�a�rr4— D L."OAC (As ori 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: l A House Number Street Hamlet County Tax Map No. 1000 Section 5.5 Block 6 Lot 1 , Subdivision Filed Map No. Lot, I2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy j b. Intended use and occupancy lql Arl' ���" S - 3. Nature of work(check which applicable): New Building X Addition Alteration j Repair Removal Demolition Other Work i (Description) 14. Estimated Cost Ede r-7144=q(To,-be,pa-i on filinglthis application) 5. If dwelling, number of dwelling units i PThmer1dif t WiAlft g•,unilsionl each floor 1 If garage, number of cars77 0 ' c; e. 16. If business, commercial or mixed occupancy, specify nature and extiit-of each type of use. 17. Dimensions of existingstructures if any: Front �_ IRear'. ,; 'Depth. Height Number of Stories I � Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories LjA 18. Dimensions of entire new construction: Front 7V Rear Depth 60� Height a�f� � Number of Stories D �9. Size of lot: Front 150.60 Rear /Yo, Sb Depth e 3S Z,3J•�� , 110. Date of Purchase 'Ui 01 Name of Former Owner At CX 4 to In 111. Zone or use district in which premises are situated C I �12. Does proposed construction violate any,zoning-law, ordinance or regulation? YES „NO 113. Will lot be re-graded? YES NO Will.excess fill be removed from premises? YES NO 14.Names of Owner,of premises " � ✓,yA- A&k AddressS7Q��s�n►,R� �ne N I.g3/- Q®.3 Name of Architect" 'Address - Phone N8 Name of Contractor Address Phone No{. 15 a. Is this property within 100 feet of a tidal'wetland'or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &ID.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet-of a tidal wetland? * YES-' NO I * IF YES,'D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. i�17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.'Are there any covenants and restrictions with respect to this property? * YES NOL j IF YES, PROVIDE A COPY. !STATE OF NEW YORK) 1 SS: (COUNTY OF� ; being duly sworn, deposes and says•that(s)he is the applicant (Nanfe of individual signing contract)above named, I I(S)He is the (Contractor,Agent, Corporate Officer, etc.) jof said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; 4hat 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. worn to before me this l0-M— day of -Dt,-emVn�r 20 1(v I T P- 0-a- (�Kotary TRACEY L. WYER Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,261 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 15, 2017 TO: Kavin&Donna Polak PO Box 381 Southold,NY 11971 Please take notice that your application dated December 20, 2017 For permit to construct an agricultural building at Location of property: 57995 Main Road, Southold,NY County Tax Map No. 1000—Section 55 Block 6 Lot 34 Is returned herewith and disapproved on the following grounds: The proposed use requires site plana roval from the Southold n nnin Board. ---- ---- ---- --------------------_----- Authorize ignature Cc:File,planning ti MAILING ADDRESS: PLANNING BOARD MEMBERS `QF SUlP.O. Box 1179 DONALD J.WILCENSKI � lO Southold, NY 11971 Chair ~ OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G ® Q 54375 State Route 25 JAMES H.RICH III '0 a (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR l��'oU � Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD o IRCF=OV[E April 11, 2017 D APR 13 2017 Mr. Kevin Polak EUILDINGDEPT- 57995 Main Road TOWN OF SOUTHOLD Southold, NY 11971 Re: Approval - Site Plan for Polak Agricultural Barn 57995 Main Rd., ±800' s/w/o Arshamomaque Ave. & Main Rd., Southold SCTM#1000-55-6-34 Dear Mr. Polak: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2017: WHEREAS, this Agricultural Site Plan is for a proposed 60' x 40' (2400 sq. ft.) agricultural storage barn on 2.28 acres in the R-80 Zoning District, Southold; and WHEREAS, on February 17, 2017, Kevin Polak, owner, submitted an application for Site Plan 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 February 27, 2017; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-1318 (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 Polak Aqricultural Barn Page 2 April 11, 2017 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 there is no need to provide for parking - the application is for an agricultural use, the building is for storage only, and owner use and the parcel is large in size relative to the proposed structure (less than 3% lot coverage); and WHEREAS, on February 27, 2017, the Planning Board formally accepted the agricultural application as complete for review with additional information required; and WHEREAS, on February 27, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action as a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) 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. The action is for the construction of a 60' x 40' (2400 sq. ft.) agricultural storage barn accessory to an existing farm operation including production, general farming and a farm stand; and WHEREAS, on February 28, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on March 7, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Storage Building as a permitted use in the R-80 Zoning District; and WHEREAS, on March 8, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on March 21, 2017, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 27, 2017, the Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on April 5, 2017, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on April 6, 2017, the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed building and site meet the minimum requirements of Chapter 236 for Storm Water Management; and Polak Agricultural Barn Page 3 April 11, 2017 WHEREAS, on April 10, 2017, 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; and WHEREAS, on April 10, 2017, a Public Hearing was held and closed; 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 has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the Site Plan shown on the Survey for SCTM#1000-55.-6-34 for Kevin Polak, prepared by Nathan Taft Corwin III, dated February 28, 2012 and last revised May 23, 2012 and authorizes the Chairman to endorse the Site Plan with the following conditions: Conditions: 1. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this barn must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. 2. This building is approved for agricultural storage only. It may not be used for retail sales or access by the public. AgriculturaU storage includes the storage of equipment, tools and other items necessary for growing crops on site, as well as produce grown on site. Storage of produce grown elsewhere is not permitted. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 2. 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. Polak Aqricultural Barn Page 4 April 11, 2017 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to 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 unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer 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: i Vl A < , Applicant/Agent Signature: k-e� Date: J1/1Y119 i O��Of SO�l�ol , Toxin Hall Annex 4 54375 Main Road N {(31)7fi5-gg5Q DD P.O.Box 1179 G c� roQer.rlChG'rt _Ow J.soutnOltl.ny.uS Southold,NY 11971-0959O�y�U N �S DEC 1 4 2017 E Ulil1`I, '4� BUAILDaG DEPT. I ' BUILDING DEPARTMENT OWN OF SOOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. � a,n ��j�-� I Date: Company Name: Name: License No.: Address: Phone No.: tle-A SIGP �j JOBSITE INFORMATION: (*Indicates required information) *Name: �V tN L,F�� CSP_ U I er e -}-,,4&v-nS *Address: qct n4 fav *Cross Street: *Phone No.: _ 13 3-5- Permit No.: q/`7 09 i- Tax-Map District: 1000 Section: A Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) co ta Q (Please Circle All That Apply) l *Is job ready for inspection: YES NO Rough In Final � i *Do you need a Temp Certificate: YE / NO I Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other - *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION d'4� 82-Request for inspection Form I n � A FEB 2017 SURVEY OF PROPERTY SIT UA TE Southold Town S 0 UTH 0 LD Planning Board TOWN O F S O U T H O L D SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-55-06-34 (Mrn) SCALE 1"=60' 012 LNNDO/gplL ROAD , 5t w000�° 59 I4 MAY 23,FEBRUARY2012 DED HOU,SELEASE AREA �\ AREA = 99,492 sq. ft. 2.284 cc. BN Oq \ r' CERTIFIED T0:od 5 \ O+ \ KEVIN POLAK 45J fro O , , LP, N oa �t, a aoa^-zP Q.N 4-yt P _ r O T 1 WAV SrnKE &(� g ,l 1 r CJI c qLAS1 Z ` r PP -C� Pte— 5 4aA-cl SD ` , , , PRS -�ae�l s�2� tJ ;e5 , n— SEIE I yQp,��c2 C�urPa►►, °}— /1/�la•ft/��� w000�� l'(/� 11,1 S-�oR F 13r,vs cs F 7,(+L( , I0 , H \ 9� , n+1 , , b 1 , WOOD , O , THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION 'm 280.131(n,ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN nx x APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED M121 /LPIOj_—LARE ACCEPTED(SEE CONDPNS ON OLID ZION). \1 1P1r.rA1qF. N ". (��`J` v� u, "iL. x 0—W X2,1/ -�rL-3n�!2T, p 2�'?l� ' cG AUTHORIZED SIGNATURE TITLE DATE .� �� ���11 t Q TOWN OF SOLITH®LD APPROVED BOARD `� r✓� Q�I� r larz®1'1a WP%E °ST PERs®NSIGNATURE DATE NOTE:The approved site development plan shall be vaUd for a period of eighteen(18) months from the date of approval as per code section 280-132A. S� �Nct y ER EEN ,BJ' oEKeE. ' a d T $fONCAY d � • .DM� ` S r •e t�-�'� 1�eef� Gtr i C� cavil • � r, tj 0 w ��' 1,rY 11 m Z SIC. Sr, QLD, (/�•1l�/� "C-)T e)eC? ) P• It t— 11 �FRpME ftix �`D rn bz DECK �'a U' PREPARED`N1DANCE WITHItLHE.MINI UMy p °Da° � • S A .• /e STANDARDS FQR•``Tfrl.E<SURVEYS.4 E'STABLISHEd 5i f e° • ° Q� By T}VE L.('A L'S„rAND APPROVED AND.PDOi#1'ED $��. e \�P• • �O• FO SUCH)USE°BY TNE,NE1'7 AOR �T TFC LAR n y • / •� TIE ASSOCIATION'S /'l '�y � • .• .,a ,• e Jr<q : W I +i�c 'Y'0467 ° VT$Corwin III UNAUTHORIZED ALTERATION OR ADDITION . TO THIS SURVEY IS A VIOLATION OF p11 tib • ad• Nathan Ta#t'. �O SECTION 7209 OF THE NEW YORK STATE tFP' EDUCATION LAW a Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR YYY EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To, Stanley J Isaksen, Jr, L S ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS IS PREPARED,AND ON HIS BEHALF TO THE ITTLEI Title Surveys — Subdivisions — Site Plans — Construction Layout LENONG IIPANY GOVERNMENTAL D INSTITUTION HEREON,REON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Rood P 0 Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. ROD Kevin Polakz F gI� i i�3'i 0"V'il 0 1fi�,""J' r, -0r C-4 A M in I JATE: 0 rq CA atr� < ,n tb to cc POST FRAME BUILDING OT I;-'Y NT AT -65-`!E" 8[J', TC 4, iL! FOR THE Ln 57995 Main Rd 'TO Rr, Z FOUN.3A T�NO REW11-ED Po Southold, NY 11971 FOR l,!"" "D CO,",ICRETLE 2. ROUGH - FP,,''\N!'N,'3 LM 9 E 3. INSULATIC'N TABLE OF CONTENTS: CODE NOTES: WOOD GLUED LAMINATED TIMBER NOTES: 4. FINIAL - "01',1STRUC TION MUST IM 2303.1.1 Sawn Lumber. DE CO,"!,PLETE FOR C.O. LL 0 M0 rri Notes&Elevations Sheet A-1 2303.1.3 Structural glued-laminated timber. Structural glued laminated Umbers shall be manufactured to meet the ALL CONSTHUCTIOIN' SHALL MEET THE .4 Plan reviews,construction,and installations shall be done in compliance with w- Ln Ln Architectural Details Sheet A-2 0 r�' 00 applicable codes. 2303.1.9 Preservative-treated wood. requirements of ANSI 190.1. REQUIREMENTS OF THE CODES OF NEW r-i 00 Structured Details Sheet S-1-2-3 2303.4 Trusses. YORK STATE. N107' RESPONSIBLE FOR COL< I? tA 6- International Building Code,2015 Edition 2304.10 Connections and fasteners 3-ply 2x6 laminated Umber Fb 1550 psi DESIGN OR CONLn STRUCTION ERRORS. I* rl� GENERAL NOTES Fc 1150 psi 4a -, I " ' . 1 )':7 S M C: &- REFERENCED STANDARDS: 4-ply 2x6 laminated Umber Fb 1750 psi C M -C IBC 2015 NOTES: O'NiN C 0 D E S (D CL All materials included in the post ham construction building system are in ACI 318-14 Building Code Requirements for Structural Concrete Fc 1900 psi J C-4 LU accordance with the manufacturer's standard materials and details unless ASABE EP 486.2 OCT 2012 Shallow-post and Pier Foundation Design 3-ply 2x8 laminated timber Fb 1550 psi A S R,E LJ I FIE F) A C u!m D!T 10 N S 0 F otherwise specified in the order documents. USE AND OCCUPANCY CLASSIFICATION ANSI/AWC NDS-2015 National Design Specification(NDS)for Wood Fc 1150 psi q("J M I,[r,11�1-I--1 00 302.1 Group U(Private Garage) Construction with 2012 Supplement 4-ply 2x8 laminated Umber Fb 1750 psi DESIGN RESPONSIBILITY NOTES: GENERAL BUILDING HEIGHTS AND AREAS ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Fc 1900 psi Structures with Supplement No.1 5-ply 2x8 laminated timber Fb 1750 psi 503.1 General heights and area limitations The manufacturer is responsible only for the structural design of the post frame Area:2400 S.F. Fc 1900 psi construction building system it sells to the purchaser/customer.Neither the CONNECTIONS AND FASTENERS NOTES: manufacturer nor the manufacturer's engineer is the design professional or LUMBER NOTES: engineer of record for the construction project The manufacturer is not TYPES OF CONSTRUCTION The proper tightening and inspection of all fasteners is the responsibility of the ;ir'in IDA rY OR responsible for the design of any component or materials not sold by it,or their Type of construction:VB erector.Nail and screw spacing shall be sufficient to prevent splitting of the tANU 0 Lumber shall be inspected,graded,and stamped by an agency accredited by I Z interface and connection with the post tame construction building system wood and shall meet the minimum spacing requirements of the manufacturer. , Nr- is UINILMMFUL unless such design responsibility is specifically required by the order the American Lumber Standards Committee. U 3.E 0 MEANS OF EGRESS J f— documents.The manufacturer is not responsible for the erection of the post CU TABLE 1004.1 Design Occupant load:2 ��ixv' ITHO T CERTiFICATE — tame construction building system,the supply of any tools or equipment,or DESIGN NOTES: 46 SYP#2 Treated Timber Fb 1250 psi 0 M any other field work.The manufacturer provides no field inspections of the post Fc 1600 psi 0- UJ EXTERIOR WALLS OF OCCUPANCY :E Z frame construction building system during or after erection. 6x6 SYP#2 Treated Timber Fb 850 psi U-J '0 1405.11 Metal veneers Top Chord Live Load 30 psf Fc 525 psi FOUNDATION DESIGN Top Chord Dead Load 5 psf LL U-)2x12 MSR 240OF 2.OE Fb 2400 psi MUSS pLAWDINIG REOTPED 0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Bottom Chord Dead Load 5 psf 2x1 2 SYP#1 Fb 1000 psi Cf) 1507.4 Metal roof panels Total Roof Load 40 psf U) The manufacturer is not responsible to verify adequacy of existing soil 2x10 SYP#1 Fb 1050 psi 0 conditions. STRUCTURAL DESIGN Basic Wind Speed!(3 Second Gust) 135 mph 2x8 SYP#1 Fb 1250 psi 1600 Thru 1608 Structural design 2x8 SYP#2 Fb 925 psi PRESUMPTIVE LOAD-BEARING VALUES2x6 SYP#1 Fb 1350 Table 1604.5 Occupancy category'I I" ENGINEERED WOOD PRODUCTS NOTES: psi Vertical foundation pressure 3000 psf 1609 Wind loads 2x6#1/#2 SPF Fb 875 psi D �����R DD Lateral bearing pressure 200 psf/f 1609.4 Exposure category"C' Engineered wood products shall meet the manufacturer's minimum 2x4#1f#2 SPF Fb 875 psi R ADJACENT STRUCTURES SOILS AND FOUNDATIONS specifications. WOOD TRUSS NOTES: JUN - 5 2017 1806 Soil bearing onCENTER®2.0E LVL Fb 3100 psi The manufacturer does not investigate the structural integrity of any adjacent Trusses shall be installed in accordance with BCSI(Building Component rUMMG DUPT• buildings or structures,the influence of the post frame construction building 1809.8 Plain concrete footings RigidLame 2.OE L'VL Fb 3100 psi Safety Information),published by TPI(Truss Plate Institute,218 North Lee TOWN OF SOUTUOLD system on adjacent buildings or structures,the influence of adjacent buildings Street,Suite 312,Alexandria,VA 22314)and WTCA(Wood Truss Council of Ld or structures on the post frame construction building system,or any America,6300 Enterprise Lane,Madison,WI 53719)and in accordance with connections between the post frame construction building system and adjacent the truss design drawings.Truss design drawings shall be provided by the buildings or structures. truss manufacturer. W > CD ERECTION NOTES a) T- CC) < W The erector,by entering into contract to erect the building,holds itself out as Z < 0- CP skilled in the erection of post frame construction buildings systems and is W a- CU responsible for complying with all applicable local,federal,and state im construction and safety regulations. 0 .n f-o" Cn 4 00 0 v E C> 0 The erector shall erect the post tame construction building system in CV) >. accordance with the building design drawings and the BCSI Guide to Good Q Practice for Handling,Installing,Restraining&Bracing of Metal Plate Connected Wood Trusses. WTTT W The erector remains solely responsible for the safety and appropriateness of all techniques and methods its crew makes use of in the erection of the post I EF91 frame construction building system.The erector is responsible for supplying any safety devices such as scaffolds,runways,nets,etc.Mich may be required to safely erect the post frame construction building system.The manufacturer expressly disclaims any responsibility for injury to persons in the course of erection or for damages to the product itself Field erection of a IARDUD O F N 1:ti:1 rt:] ctl D EliD r1[3 Ll 11 t] 11 t] C1 D Eli:) pre-engineered post frame construction building system,as in all construction L---i L-J t--H-J--i L---1 L-J L--J L-i L-i L--J .........• projects,involves hazards to persons within the area of construction and risk C, damage to property itself.Only experienced persons who are skilled and qualified in the erection of post frame construction building systems should be = A co -M apermitted to field -erect a building due to the hazards of this construction Z- activity. 1""'SS The erector shall furnish temporary guys and bracing where needed for squaring,plumbing,and securing the structural framing against loads,such as wind loads acting on the exposed framing as well as loads due to erection NOTES&ELEVATIONS equipment and erection operation,but not including loads resulting from the 3/32"=1'-0" performance of work by others.Bracing furnished by the manufacturer for the 40'X 60'X 16' post tame construction building system cannot be assumed to be adequate i i-T . POST FRAME BUILDING during erection.Temporary supports such as temporary guys,braces,false 2400 S.F. work,cribbing,or other elements required for the erection operation will be determined,erected,and installed by the erector. DATE: 5/24/2017 DRAWN BY: EMZ DWG It. 771797 SHEET A - 1 II II cti-i r -I r r -1 cti- CUD 111:1 �0 ILI 00 C11D ti--I cti -t1-1 Frl-i rtt3 13 -ti L---A I- I Z V '0 C14 ca N in cc < Ln a >: botD J 60-0" 1Q� a M Qj 16'-0" 28'-034 15'-11Y" ��/ Z a 12"Overhang(typ.) V) t 1r M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z ® ® ® ® ® ® E E ® I LL c-v0 N O ON � u, Ln3 I� 7 I —1 i Q a Q Q I I � a- Ln N I I I Stairs&Landing I ® I I I ( I r4 n Q 000 w I I I I I I 36"x 48"Single Hung 36"x 48"Singleung Vinyl Window(W.) Vinyl Window I ® I I I � I I Z I I Y � � M 0 20x60 2nd Floor Area with Dormers I o o W z cZ> M -0 I I '> ® ® I Y u- ' o I 36"x 48"Single Hung F F —136"x 48"Single Hung I 0- Vinyl Window(W.) I I I I V'nyl Window(typ.) ® 14'x14' I I 14'x14 Othead Door I I I I Overhead loor I 3'-0"x 6'-8"Entry Door I I I I T-0"J 6'-8"Entry Door I I ( I r I I W I L I I I I I L— I 36"x 48"Single Hung —J I � _ L — — Vinyl Window(typ.) L — I ESE E E ® E E E E E E I 4x5 eye-brow over 4x5 eye-brow over T = amici a' Crn T entry dol rn,doors z > 0') W cv cn —3=@— 14'-0' 8'-0" 8'-0" 14'-0" 3' �-6"— '= I` O _j �_ �t t_ •art Q () W a OF N6Gy�'�i�� Universal Ridge Cap/ �• t'. • Fti•09 Outside Closure or Vent(typ.) Inside Foam Closure Strip/ � , rn• _ Gambrel Trim/ Base Angle/ Rake&comer trim ,y o Outside Foam Closure Strip , �7142.••� � �. Fascia Corrosion Barrier/ Fascia �''��9�>,�ss�o1 P4 2x8 Treated Skirtboard 2x4 Purlins Soffit -5% Soffit — — — — Grade Truss Top Chord F&J Channel - - � - F&J Channel Metal Plate Connected Wood Truss FLOOR PLAN Actual truss design may vary.See the 3/16"=1'-0" Painted Steele 2x4 Girts @ 24"o.c. Metal Plate Connected Wood Truss Truss Design Drawings for details. 40'X 60'X 16' Embedded post per Actual truss design may vary.See the POST FRAME BUILDING foundation detail Truss Design Drawings for details. 2400 S.F. EAVE OVERHANG DETAIL WALL BASE DETAIL 12" GABLE OVERHANG RIDGE DETAIL GAMBREL HIP DETAIL DATE: 5/24/2017 1/2" = 1'-0- 1/2' c 1'-0' 1/2•=r-0• 1/2•=r-0• 1/2`=1'-0` DRAWN BY: EMZ DWG#: 771797 SHEET A - 2 F1060•-0" L 0 rq LCf1 a �� � 0-1Xz• 7-,014" 8•-0" $-0" 8'-0" 8-0" 8-0 8'-0" -10)4• O'-1J4" J V a1 a m � � 12"Over o g(typ.) Z c 2 4PX8 F4--PX--81 F4—PX-8-1 4PX8 4PX8 4PX8 4PX8 4PX8 4PX ROOF O� c F2 H1 F2 H1 2 H F2 H1 F2 H1 F2 H1 F2 H1 F2 H1 F2 H1 rn — — — — — — — — — — — — — — — — — — — — — V 0 I�/ I 3-PLY 2X6 GLUED—tANMAIED TiIABEIt /�\ "z .Q 1\ \ _ --- \ /I W LL " (2)11-7/8'LVL TRUSS PLATES cAOE I J I • 0 ccLnLn in o _ —Iii=1 I L:717- -11 I,..I I I = a o � Co I �-a I ain Stairs&Landing I (1) co ch I M r^, l 2x12 MSR Floor Joists 1 P Wal COMPACT BACKFILL saa UNDISTUMED t7 CL 3PX I (© 2x12 MSR Floor Joists F1 n/a I / 1 I N W \` PIt LATE O UP-UFT SOL 50" 00 I I PLATE eons sDEs CONCRETE FOOTING 10 I 1 tIl'rxe- 1 Double 2x12 Plates Double 2x12 Plates 1 Double Girder Trusses 1 co a d • —�- 36"x 48'Single Hung Every 12 O.C. Every 12 O.C. \ 1 8" Vinyl Window(typ.) Double Girder Trusses ` Double Girder Trusses X I (®1 PX8 I-- t 8" --I I� f F1 n/a NolEs 1 n/a I I USE THIS DETAIL FON FOUNDAMNS AT NON-LOAD BEARING WALLS V I I z I o I 40 FT GAMBREL ATTIC TRUSSES @ 24"O.C. ca 1 0 0 °° I I 1 FOUNDATION DETAIL O m 1 Double 2x12 ®F1 n/ 1 (®/ Plates @Stairs (®1 I X8 I Opening 1 1 n/a Y LL Ln o 4-PLY 2x6 GLUED—LAMINATED 7%M*RC/) ^ e v' 36"x48"Single Hung F 36"x 48"Single HL ng 1 O o I Vinyl Window(W.) I I I I Vinyl Window( .) i `BADE a o 00 COMPACT BACKFU SM r3—PX-8-11 (®) 14'x14' 1 'x14' 13PX8 RBED F1 n/a I I Overhead Door I I Ove ad Door I ER F1 n/a 0ND15OIL PNo-FooIu � PLATE S M SI 44" 3'-0"x 6'-8'Entry Door I I 3'-0""6'-8"Entry Door 1 I ( d (2)16"LVL TRUSS PLATES I I a o I 36"x 48"Single Hung I 0ONCF&M FOOTINGg 0 X r • 8" W Vinyl Window(typ.)-,/ / 1( I �----- 28" \ \ \ '--'" \ - - - - - —\-- - - - - - - — \— Zi / NOTES: — — — — — — — — — — — — — — — — — — USE THIS DETAIL FOR FOUNDATIONS AT LOAD BEARING WALLS W O 45 eye-brow over T 45 eye-bro N over Q �r X en doors 4PX8 X 4 X X8 4X8 s2 PX8 en d rs PX o 2 2 F2 H2 F H2 F2 H2 F2 H2 F2 H F2 H2 2 H2 a Z 2 FOUNDATION DETAIL W = �,� CL c crn 0 Cl) v 0'-tYz" 7'-1014" 14'-0" 6'-0" 8'-0" 2•-0" 14'-0" 7•-1014" 0'-114" Q E s, Q (n W METAL-PLATE CONNECTED WOOD TRUSS DETAIL PER TRUSS DESIGN DRAWINGS W(P.) TIE DOWN BLOCK(TYP.) TRUSS CARRIER CONTINUOUS CONNECTION WITH(10)sX,e X 4'GRK RSS SCREWS `,��\1Tt,Utltlrllp�°0 co Y ,k TRUSS CARRIE SPLICE CONNECTION WITH(10)5116-X 4•GRK RSS SCREWS 4X6 p1 BEARING BLOCKS FASTENED YM(9)(s�3)i X 0.731'NAILS 1'-3' '', •'•. 17142 :'��?: fS 2x4 GIFTS @24•OZ. Structural Details IL TREATED TIMBER SIDE VIEW 40'X 60'X 16' NOTES: POST FRAME BUILDING J FASTEN TRUSS CARRIERS AND BEARING BLOCKS ON EACH SIDE OF TIMBERS. 2400 S.F. MAINTAIN)P MINIMUM GAP BETWEEN TRUSS CARRIER ENDS AT SPLICE CONNECTIONS. DATE: 5/2412017 MAINTAIN MINIMUM FASTENER SPACING REQUIREMENTS. NOTCH TIMBERS FOR TRUSS CONNECTIONS. DRAWN BY: EMZ INSTALL TIE DOWN BLOCKS AT INTERMEDIATE TRUSS CONNECTIONS. DWG-P. 771797 POST FRAME DETAIL SHEET uz•=r-0• S . Z U ^ Ln l O V-1 Cn Wn Painted steel/ Q `I 2x4 Purlins @ 24"o.c. J :a ai n a CC (L m 4, z c V L9 ` z E til t0 20'-0" 3 3'-474 0 O I=M Ln"" Ln ?� co 8'-0" a Q Lh � M -2%7 Approx. Window Heigth V�-{ t n O. cV W 00 2x6 Face Board 2x6 Face Board 4'-4V' Rafter Length (2)16"LVL (2)11-7/8"LVL Z_ Painted Steel/ CIO 2x4 Girls @ 24"o.c. p pp 16"-4" E- L1J 2 Z C Lp -r3 'j CDo N LO Y W 1 W, O Skirtboard 4'-0" Grade 3,:.i:t.4.,,,.._...._.�.;:is+,^.-y;L;4}f},'!.;i:�i�.:',��}a�`�;``��'�;''!�7'`r'!:i.���"'S;�J{�'*(ar�:�`�r+i�,+a,�.r,ii.Yi±;�i.y.5. �`l"�'r:1 y r{n,��ara,� 7•t;±c,�.�,'n Y'tii?�,et y:ns;n,?r+(n.i'f;'f3,7 'i:i*,i. .Y;a. %{`F��Y'+<'i i'S; ?n• ...,. `� �d..s. .....,,,......."'���:,h�...G'�irr'.ki�.F•..,.>,.,..wt.,.r-..+.s.;,..,��,a.,.��i.,."%�s't�,7w.,+,,.s...a.'�` i:?�...,7t���3.���':�. Embedded post per foundation detail 3'-0" 1 SECTION W S-1 1/a•=r o" o_ NOTCH TIMBER FOR TRUSS TIE DONM BLOCK AT EACH INTERMEDIATE TRUSS < CO, CONNECTION CONNECTION Z ¢ d rn W ' Q- J 2 4 O Ev Y C:) �;, W Q TRUSS CONNECTION NOT TO SCALE � pFN -j ,,�tt1111tIHll//p/� � Double Girder trusses 48" O.C. . ,,��' .•" Y Fti°qy �-.,, � 4'-0" * 74 `� .,,t :Q , w _ FASTENING SCHEDULE y '••.02'71 a2 .:���,•`. ssloN'���o�``. 2x4 purlin to truss (3) 3%" x 0.131" nails '"'" Section Details 2x4 girt to stud or timber (3) 3%"x 0.131" nails 1 SECTION 40�x 6a x,6� 2x8 skirtboard to timlber (4) 3%" x 0.131" nails (galvanized) POST FRAME BUILDING 2400 S.F. DATE: 5/24/2017 S-2X16-inch-thick rated sheathing panel edges to blocking or timber 23/" x 0.113" nails at 4" o.c. DRAWN BY: EMZ DWG#: 771797Notes: SHEET Face nail at connections unless otherwise specified S - 2 Z V a Painted steel/ 0-4o I- rn 2x4 Purlins @ 24"o.c. E"'� cc Q rrl 041 p, 0. = p, a M � a) V Z t 20'-0" ]' Z .E 0 p N 3 8'-0" w to L 3 Q a Q< � No- Ln a) � . MM � Q) Q N W "o 2x6 Face Board 2x6 Face Board (2)16"LVL (2)11-7/8"LVL Painted Steell 2x4 Girts @ 24"o.c. 1 11 V t Z cu ? -0 O _ r 0 m G LU Z 'j o 2x6 Face Board N U_ � Y H cn U) (2)16"LVL O Painted Steell 2X4 Girls @ 24"o.c. -- Skirtboard Grade `F't.• 7'rt • ,Ih t'n�> 4it a Y't• :{`+(n�r(. - a'.iq.,5^xCn1W'+7i 3, ^rT i., ? .y. Y?, `F+tet$ 'tt" ,.^". ,.4 r�w,.s;a��e�;ai,•.S?a�q 'n ,a,tJ:a.t.iJ.t.. n I.. x+,t}+i..y}.w t.S..a,,t.�+�i.t .:t.f...s, Tx .a.`'i.-i .♦tai t.`t.., , 'Ji ♦..� :, ....:.,..5�:,'�i��i M-BROW RIDGE POLE 2x8#1 YP.BRACING BETWEEN POSTS Embedded post per foundation detail � SECTION _ Diagonal E raft( 10 peak) -2 L.1. 1.1.. • W _O Q CD EYE-BROW RAFTER CARRIERS 2: !1.2 2K8#1 YP.BRACING � O (4)%'X 4'GRK RSS SCREWS Q d O ^W c v LL C O 0 � �� O *- E v Y c:) �. EYE-BROW SUPPORT B.RAc.1NG (2)s/is X 8'E(2)tis"X 4"GRK RSS SCREWS Q cW G Q SECTION `��1,1,1111►1,,, OF IUF1,1,'jo�' `*����• •��yO 34"-38"S 3 9� .. -T 7N '9 s Z� . g,�•=4, t..077142 e. 111181.,111 Section Details 40'X60'X16' POST FRAME BUILDING 2400 S.F. DATE: 5/24/2017 DRAWN BY: EMZ DWG#: 771797 SHEET S - 3