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45035-Z
�oo�OSUFFOIy Town of Southold 10/9/2021 P.O.Box 1179 * 53095 Main Rd Southold,New York 11971 I CERTIFICATE OF OCCUPANCY No: 42437 Date: 10/9/2021 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11900 Oregon Rd. Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-3-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/6/2020 pursuant to which Building Permit No. 45035 dated 7/27/2020 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: storage building(for empty pods only)as applied for. The certificate is issued to 11900 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45035 11/24/2021 PLUMBERS CERTIFICATION DATED tho izq6SiTnature �S�FF LQ K TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45035 Date: 7/27/2020 Permission is hereby granted to: , 11900 Oregon Rd LLC 11900 Oregon Rd Cutchogue, NY 11935 To: construct a buildingfor storage of ( g empty pods only) as applied for per site plan approval. At premises located at: 11900 Oregon Rd. Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-5.3 Pursuant to application dated 7/6/2020 and approved by the Building Inspector. To expire on 1/26/2022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,002.00 CO-COMMERCIAL $50.00 Total: $5,052.00 uitding In pector _ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction. Old or Pre-existing Building. (check one) Location of Property: I /&0�� 6(o� TC A� ?Ue� House No. Street Hamlet 7` Owner or Owners of Property: t4A 11 /)p J ya y Suffolk County Tax Map No 1000, Section ® Block ® Lot OC) Subdivision Filed Map. Lot: Permit No. Date of Permit Applicant- Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ i4_ Applicant Signature pE SOVr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 MUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 11900 Oregon Rd LLC Address: 11900 Oregon Rd city Cutchogue st: NY zip: 11935 Building Permit#: 45035 section: 83 Block- 3 Lot- 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt EmergencyStrobe 4 Time Clocks 2 Disconnect Switches 4 4'LED 32 Exit Fixtures 4 Pump Other Equipment* Notes. " AS BUILT, NO VISUAL DEFECTS " Storage Building Inspector Signature: QR�� Date: November 24, 2020 S.Devlin-Cert Electrical Compliance Form.xls � / ��OE Ulyo ✓ # TOWN-OF SOU OLD BUILDING DEPT. °`y aurin ' 765-1802 ANSPECTION [ 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 (F AL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR ✓ �� UE SOUTy�6 # # TOWN OF SOUTHOLD BUILDING DEPT. `y�uuKn � 765-1802 INSPECTION [ "] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 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 REMARKS: Sri( DATE ?,D)oo INSPECTOR Of50blyO H /lee, * # TOWN OF SOUTHOLD BUILDINGMEPT. °�yrouxn '� 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 REMARKS: DATE AN- l INSPECTOR ��- vs ��- ,`o to # # TOWN OF SOUTHOLD BUILDING DEPT. - �o . �o `ycourm��` 765-1802 INSPECTION [' ] -FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` u [ ] -IW6LATIOWCAULKING [ ] FRAMING /STRAPPING [vej FINAL 6M-*ne*✓ [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o C & aAwl « av �W1 VJr _ CO 44 °C v I✓'eWlrt40,� `t Pcw 1 "� fjM4 R� � � DATE ///30400 INSPECTOR "TOWN OF SOUTHOLD BUILDING-DEPT: 765-1802 y i s �E,`C [ ]s F4tlNDAT1�IV"1ST ' ''�"x`Rt?UGH-`t?LBG: � 21VD iIN$UM:ATiOtVlCAt1"LICING -�" '" =wFRA"MING%�STR 4PPING ����, A`,SINAL,, r'AT-,f jR EPLAC',, MImNEY" W `, FIR SAFE` `1C NIN "E TiCI R R RE ftAl4'T QNSTRlJCT1,t?N==', '^=1:'; E is AN7? Wit,r,e3 .ya",'";Nm, ,}�``�4',:>,s,..y T `;,fs =E�w,>'m.,ues '�a' F. ,j._��t;:STRI ►L: R( tJGH)'' ' " _ ELECTRGAIrm" FIA"L r x: v �F� ""y`�`�� *-.��a „3£' .1p, � e.>;C a� CQt 'LATIQ[d` " P-,RE' llt >y -r� P „.. 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T � I ~ � +a"��'1�,�,,,fir• •v.,' �e+�' l �yR ,s '� �,�„-��'s„ -i � '' ,.-5'` _,,'• i► ' a L�� Yt_' is , ..� _ •- � ,�, S� pC �R:�V� y D!J`T�,� �` � �.��. _ 9'x `, ,, . _rt t.a•3i :,y ,'• �+y M_•�,( Lam'����1`•.>,'. kk If�_- ���'. a ii' .� .�., _. �_ -ti !. iL , �i ..• �,. n l �t}45�'��. � � .4-i~•y _ y yj r s � ... _ re v AL CC cn 0 VE _ N n N- G � OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex Q� SQA P.O.Box 1179 54375 State Route 25 O� jyOl Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) O Southold,NY � � Telephone: 631765-1938 www.southoldtownny.gov COUNM PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Approved`Site Plan—Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for the 797 sq. ft. office building and two storage buildings at 11,880 sq: ft. each, a/k/a Phase 1 of the above-referenced Site Plan, have been completed based on the site inspection made September 22, 2021 and the Planning Board work session on September 27, 2021. These buildings are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for Phase 1 of the site plan. Please note that there are ongoing conditions and elements of site plan approval including exterior lighting and landscaping that will be assessed as the site continues its multi-phase build-out. - 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. Respectfully, Donald J. Wilcenski Chairman a r�' cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer DAA ■ ■ DiGiovanni and Associates Architects 26 prestos avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.rom December 14, 2020 Town-of Southold Building Department 54375 Main Road Southold,NY-11971 Attn: Senior Building Inspector John Jarski Re: 11900 Oregon Rd Cutchogue,NY 1000-083=03-005.3 Dear Mr Jatski `Please note that the spray fdam.insulatibn at the above referenced project has been covered with.the passive fire resistant coating -Nb-Burn plus THB Intumescent Coating. This material is manufactured by No-Burn Inc.Tlii' product is also in compliance to Various Building Codes and National testing standards. See attached technical data sheet for additional information. Do not hesitate to contact me,with-any comments and/or questions. Resp y U�\9 p.. Z -a z N _ Da ' G�Q���nn ;.aia NEW Tosoutho d of %it 1 .t t�., 11,:42 >��., ' "' tea. re .j r ,y"�f ,yam-sG► 1 �J"�► • .. r �d�'S'cR+F;J�rt+'�ry�, f r "'.}� t' +Lt `" ,� , 3 t r m Alo— PAR 1-4 CII cn I WA fm en _,. m J w 1� lII ' N K i 4.< Y >`• Y t p t y J' k r a rr JIF+. r n.+ .aS►Y .,�,� �. `. a�,. _ _ -•_--•�•-.._ _.- � +.� "i,ijuY ,/_ �.u�,, ` t �� � .a�` +1c� {�.. •.A• �� �''�' �yVa� w 'R��t'� .w'•_ -��"�'•�Sgir a`����`� ���_� -:rD .►f%►»+t`'y~A, yN�,c_ _ ,, ,. - i '�". �Ww�� SK..t..v r � ti. 4011 w rT b»-2!' ��Ta•-:w 1p7 f�' ' . Mon a r.L�"' '�� '•L+ S I-.t�' ,v t — a � x�. / ." .r,. '.,'Vay..���� ��n :...q. Y AL \ v NOW Q-LM .a,e, ��$ s AE Q= Q= a 6- �M n c•y � W ' • a i lr a P. N W N t` Y Amw . L WO@ -- `mss_fie" s"�►�� ..r''�»"'-.�,s/!.T ti l 4 , N .e.,r' .�µ;rti� _ is � Rrs- L• i' H x n 4. N a R S i. •a,.y ` ,tip Y��'"""J-' ` f \ }P t 1 9'� , e,h +•'""n ';A' S.. 11 J u W £ -I�`ya.• 'r .,1 � ct .�.�`^ . t a :\� 1ST ��•�. �., .'� F � 7•t, rs.- DAA DiGlovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com July 24, 2020 Town of Southold Building Department 54375 Main Road Southold,NY 11971 attn : Damon Rallis Re: Unit to Go 11900 Oregon Rd Cutchogue,NY 1000-083-03-005.3 Dear Damon, Please be advised that buildings 1 and 2 in the above referenced development are of Occupancy Group S-1. The material being stored are empty non-combustible storage pod boxes of approximately 8'x 16'x 8'high, stacked 2 high Contact me with any comments and/or questions. Respe , DIG/ Da ' ,.aia OF NE`11 TOSouthold 7.24.20 1 1 r r • • • • _ ► ® r ► �r FOUNDATION(IST) ROUGH FRAMING •►� PLUMBING . . - STATE ENERGY • r �ilEi]G+Cik"I'M '"r..�E , nom. :�. a �►.. r � �y WAWIN �i�t� 4 X11.1,:1 JIr. TOWN OF SOUTHOLID BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN.BALL Board of Health SOX'T11OLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. � J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form r Stonn-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c _ Phone: "I Expiration ,20 APPLICATION FOR BUILDING P t - .,,� JUL m 2 Zo2® Date , 20 INSTRUCTIONS a.This application MUST-be completely filled in by typewriter or in inlc 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. 1l°lAo Or-r=MDA 4�A_ 11C_ (Signature,of applicant or name,if a corporation) 4100 owe.3aw1 CAI CL) CIncmo r, NY U (Mailing address of apply nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises MOO O rbc vvi P-41 41c (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer kt A vn �— nvcvn -)- (Name an title of corporate officer) Builders License No. Plumbers License No. ® � 01*11 Electricians LicenseNo. ' �'1 5 Other Trade's License No. 1. Location of land on which proposed work will be done: \lvl®y 0 enn �. Gt. - fit, 14,T la`s House Number Street Hamlet County Tax Map No. 1000 Section 053 Block v:?;, Lot clos._� Subdivision Filed Map No. Lot 2.;, Statmexisting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VO-C-6 yOr 1"A b. Intended use and occupancy Ri vAl - 3. Nature of work(check which applicable):New Building V"' Addition Alteration Repair Removal Demolition Other Work (Description) , 4. Estimated Cost � 2-,CO 104;0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ' Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. R1 ✓l't 7. 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 Q A l A 4 tA 8. Dimensions of entire new construction: Front (Po -c) Rear kc)—o Depth lctib Height '31t- Number of Stories 1. 0 v � 9. Size of lot: Front q6ft,3'I Rear -35t.ft Depth `4-1�,Acl 10. Date of Purchase t►It 111oll Name of Former Owner, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-Z-111, 13. Will lot be re-graded?YES NO ✓ Will excess fill be reproved from premises?YES NO lkcvt� or-%C'Ve MCC d r CrA � 14. Names of Owner of premises � Ilo Address Cvi% n yr Phone No.(P31 3� �d'ij Name of Architect 1�►C�tey�.n�� a Arc, Address'Up frz*f n A byre" hone No 51(e uM" !W* ,Name of Contractor 6awr, " OLOnley- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) ��S�S: COUNTY OF3 ��? i4"+cn murnla being duly sworn, deposes and says that(s)he is the applicant (Name of individual s gning contract) above named, (S)He is the W AgwY X a 4- 1 B00 (2 1 G (Contractor,Agent, Corp rate 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. Swornbefore me this �' day of O 1 20AC) TRACEY L. DWYER P!OTARY PUBLIC,STATE OF NEW YORV't4Z9! 06900 Notary blic QUALIFIED.IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2QaP- r� f ` OFFICE LOCATION: MAILING ADDRESS: + To"Hall Annex P.O.Box 1179 54375 State Route 25 O��QF S��ryOl Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) !` Telephone: 631 765-1938 Southold,NY j* wvaw.southoldtownny.gov CO2- PLANTQNG 130ATW' OFFICE TOWN OF SOUTHOLD June 30, 2020 _. Mr. Martin Kosmynka P.O. Box 946 JUL - 2 2020 Cutchogue, NY 14935 BLTII.T)TNG DEPT. TMOLD Re: Site Plan ,Approval: Site Plant for Oregon Read Storage - 1.�90D_�:2reg9n_F2oad.Cgtcho�u�: " SQTM#1,000-83.-3-5.3 -Zontryg-DistFict: Light lndustfiad(L-1y Dear Mr. Kosmynka; The following resdlution.was adopted at.a meeting of the Southold Town Planning Board- on,June 29, 2020:' ' WHEREAS, thissite plan is for the proposed construction of a 4-69,360 sq. ft. self=storage facility, .and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1- story buildings, two 14,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft, garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial ' Zoning District; and WHEREAS, on August 2, 2019 and August 9, 2019, Martin Kosmynka, owner, submitted a Site Plan Application for review; and WHEREAS, on August 19, 2019, the Southold Town Planning Board determined the application as incomplete for review and required sufficient plans and information to be submitted; and WHEREAS, on September 25, 2019, Martin Kosmynka, owner, submitted a Site Plan Application fee and other information for review; and I i I : t Oregon.Road Warehouse Storage Page 2 June 30, 2020 WHEREAS, on October 10, 2019, October 28, 2019 and October 30, 2019, Martin Kosmynka, owner, submitted revised Site Plan sheets and other information for review; and WHEREAS, on November,4, 2019, the Planning Board accepted the application as complete for review; and WHEREAS, on November 4, 2019, the Planning Board, pursuant to State Environmental ' Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and, WHEREAS, on November 21, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 13, 2019, Martin Kosmynka, owner, submitted a request to the Planning Board to commence interior work to the pre-existing dwelling by relocating an a, existing, bedroom and constructing an ADA compliant rear- access; and WHEREAS, on December 23, 2019, the Architectural Review Committee (ARC) approved the,proposed action as;--.,submitted; and WHEREAS,,on December 26, 2049, the Cutchogue l=ire District determined-there was adequat :fire pf©tecfi'�6n for the-site; and ' WHEREAS, on January 2-, 2020;,the Planning Board granted permission of the Decop t or 13, 2019 request for interior work in the pre-existing dwelling to begin prior to site plan approval; and -WHEREAS, on January 8, 2020, the Suffolk County Department of Health Services (SCDHS) determined that a wastewater permit is required; and WHEREAS, on January 13, 2020, a Public Hearing was held and closed; and WHEREAS, on January 22, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on January 23, 2020, Martin Kosmynka, owner, submitted a request to the -.Planning Board to demolish the existing swimming pool to be removed and commence interior conversion work to convert the existing garage to an office with no building footprint expansion; and WHEREAS, on January 27, 2020, the Town of Southold Local Waterfront Revitalization i Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and ' I ' i i Oregon,Road Warehouse Storage Page 3 June 30, 2020 i -WHEREAS, on January 30, 2020, the Planning Board granted permissionto proceed with ' demolishing the existing pool and interior conversion work to the existing garage prior to site plan approval; and WHEREAS, on February, 17, 2020, the Southold Town Engineer reviewed the proposed application and deter-mined that revisions to the site plan were required ip order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and 1NHERE AS, on February 21, 2020, Martin Kosmy_nka, owner; submitted a request to the 'Planning Board to commence planting of front yard landscaping; and WHEREAS, on February 26, 2020, the Southold Towh Fire Inspector reviewed and -determined,that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS,-on March 2, 2020, the Planning Board granted permission to proceed with the front yard landscape plantings prior to site plan approval; and WHEREAS, a#a Work Session on March 9, 2020, the gu#bald Town Planning Board reviewed-the proposed application and requited revisions to the Site Plan to make it ,comply with various applicable sections of the Town Code; and WHEREAS, on March-9, 2020, the Southold Town Planning `Board, as t_ead Agency ,pursuant,to SEQRA, made a determination of rnon significance for'-the proposed action and granted a,Negative Declaration; and WHEREAS, on March 13, 2020, the Suffolk County Department of Health Services <<(SCDHS) granted approval,for this project under their reference #C1049-0006 for "Multiple Uses Per Plan at 1,298gpd"; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on March 24, 2020, Martin Kosmynka, owner, submitted a revised site plan, grading & drainage plan, photometric plan, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and c i i' Oregon Road Warehouse Storage Page 4 June 30, 2020 WHEREAS, at their virtual work session held--on June 15, 2020, the Southold Town F=1 Planning Board reviewed the revised site plan, revised photometric plan, revised erosion J control & planting plan, and the approved SCDHS plan; and WHEREAS, on June 15, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article MV, §280. Site Plan Approval of the Town of Southold-were met; and WHEREAS, on June 23, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Warehouse Storage as a permitted use in the Light Industrial (Ll) Zoning District; therefore be it 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 hereby grants Approval with Conditions, listed below, of the site plan entitled "Oregon Warehouse Storage" prepared by Kenneth H. Beckman, L.S., dated May 2019, and last revised June 16, 2020, and authorizes the Chairman to endorse_the site plan. Conditions 1. All exterior lighting on the property shall comply with the proyisions,of Chapter 172 of the Town Code,and the lighting.plan of the approved site plan. Any suture exterior light fixtures not shown on'the approved 'e to plan must be reviewed for compliance and approved by the Planning Board,prior to installation. 2. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the i approved site plan during the next planting season for the particular plant material.. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. i i i Oregon Road Warehouse Storage Page 5 June 30, 2020 2:;:-.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. 3. 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. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. 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. REspeotfully, Donald J. Wilcengki = Chairman Encl. ce: Michael Verity, Chief Building Inspector Mict�ael Collins, Town Engineer 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: , Applicant j Signature: Date: 1i • I BUILDING DEPARTMENT- Electric al Inspector TOWN OF SOUTHOLD ; J 1 4 2020 _ -, � Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 . .. PNG r Telephone (631) 765-1802 - FAX (631) 765-9502 aN X1,114)0y��'�gerrCa-Dsouthoidtownn y.gov -_teandOsoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: /,b 020 Company Name: g S Name: (Z . C Lf A (Zr? ,c License No.. S-72 - � email: Address: , o a U I-1-, C�,1, Phone No.: L g-e-1.9 S--L / JOB SITE INFORMATION (Ali Information Required) Name: _Z 00 O fZG 67CVd Aye LLQ Address: /q oo C--L) Cross Street: v- Lori �' Phone No.: ! 3, '?,9 7 Bldg.Permit#: S-D 3S—' email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) STo12 G,i! JqPX-AJ Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YESJ� Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: k PAYMENT DUE NTH,APPLICATtONI Request for Inspection Formals V� >� 73 g Vp BUILDING DEPARTMENT-Electrical Itis dor a � . TOWN OF SOUTHOLD 1 4 2020 Town Hall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 t���J'� �� � Telephone (631) 765-1802 - FAX (631) 765-9502' ]LD err oid"�aunn. a��.s d uthold�own av APPUQAATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (An informawn Required) Date: /g '2o Company Name: LF Name: FL, C U tg OZR License No.: S 7 &c— email: 6 Q ,A C'� Address: , o 4.2(:g,-- s o U-Vt� C�'j> Phone No.: JOB SITE INFORMATION (All Information Required) Name: ZZ OD 6-0^j Address: /q-oo c) - Cross Street: <2� L,,t3a•J r-- Phone phone No.:_ �.3/.. , 38 y `� 7 Bldg.Permit . —0 3-5— email: Tax Mpp,District: 1000 Seotiorr Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' '-r � Circle All That Apply: Is job ready for inspecfion?: YES I NO Rough !n ,Final Do you need a Temp Certificate?: YEStD Issued On lamp Inl1br ation: (Ali informatton required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New S ervice..- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead Uncle round Laterals 1 2 H"Frarne Pole Work done on Service? Y N Additional Information!' - " PAY E14T ERJE H1H AP LtCAMN' Request for Imspec wn-Form* PERMIT# Address: Switches Outlets GFI's Surface Sconces 1� O H H's � UC Lts 3-2" ��o 'k Fans Fridge HW Exhaust - Oven Dryer Smokes DW Service Carbon Micro Generator_ Combo Cooktop Trans er AC AH Mini Special: ` Comments �0 0, W DEPARTMENT APPROVAL Z o ,t SUFFOLK.i t)tlts�t' i�6=.v c�c c=.'�1 CF REAL i i;SERVICES APPROVAL C CONSTRUCTED i W ORKS Date OV 0 5 1020 H.8 Ret.No. CIO—19_6066' The sewage c1`sc:p0.?2u^nd ivaltcr sSlp ty 1:.4sitjcs Ct t`9isIle-catim haw '_-'z;Pn ti espgcty!t.ft 16e c ce", ead by�t1his�.epaf,. q lg c, i+ -_ bbi W rl lSXN f=_ y. %CEIVEDCralgKnepper, P.E., Chief Office of Wastewater Management OCT 2 2020 G��,v / �riz ��,• .CO-H EAUJI SE RV10ES AS-BUILT SURVEY OREGON -WAREHOUSE STORAGE SITUATED AT _CU TCH AGUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: KENNETH H. BECKMAN; L.S. 11900 OREGON ROAD, LLC SURVEYING AND LAND PLANNING P.O. BOX 946 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SUITE D RIDGE, N.Y. 11961 SCALE: 1" =30' REVISIONS: DRAWN BY: KAK UPDATE AS—BUILT 9/14/2020 DATE: SEPTEMBER 2020 REV. 10/19/2020 CHECKED BY: , KHB DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 AC RV CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 02/05/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 CNOAMEACT Robyn Ferre Unruh Insurance Agency, Inc. PHONE FAX (717)335-2929No, 717)335-2923 P.O.Box 259 EDADDRESS: robyniMunruhinsurance.com INSURERS AFFORDING COVERAGE NAIC# Denver PA 17517 INSURERA- Erie Insurance Exchange 26271 INSURED INSURER B: Flagship City Insurance Co. 35585 Shirk Pole Buildings LLC INSURERC• Erie Ins.Prop/Cas Co 26830 Allen L Shirk D/B/A INSURER D: 807 Reading Rd INSURERE: East Earl PA 17519 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IETR TYPEOFINSURANCE ADDLSUER POLICY EFF POUCYEXP LIMITS POUCYNUMBER MMIDD MMIDD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 RENTED CLAIMS-MADE a OCCUR PREM SES(GE To a occurrence $ 1000000 MED EXP(Any one person) S 5000 A Q45-0153561 09/01/2019 09/01/2020 PERSONAL&ADVINJURY s 1000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2000000 POLICY PRO- F �LOC PRODUCTS-COMP/OP AGG S 2000000 JECT OTHER:Rented Equipment Rented Equipment S 100000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 Ea a. .'l ANYAUTO BODILY INJURY(Per person) S OWNED / AUTOULED dent) $A AUTOS ONLY SQ09-0131793 09/01/2019 09/0112020 BODILY INJURY(Per acci X HIREDX NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY S er accident) UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1000000 A X ExcFssLIAB CLAIMS-MADE 033-0172188 09/01/2019 09/01/2020 AGGREGATE $ 1000000 DED I I RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE X ER ANY PROPRIETORPARTNERIEXECUTIVE EL EACH ACCIDENT S 500000 B OFFICEFUMEM13ER EXCLUDED? a NIA Q93-5101231 09/01/2019 09/01/2020 (Mandatory in NH) E.LDISEASE-EAEMPLOY S 500000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT S 500000 E L Each accident 100000 Worker's compensation C Q93-51D0926(NY) 0910112019 09/01/2020 E L Disease-ea emp 100000 E L Disease-policy 500000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 11900 Oregon Road LLC ACCORDANCE WITH THE POLICY PROVISIONS. 11900 Oregon Road AUTTHHORR,ED\REPRESENTATIVE I Cutcho ue NY 11936 1f`�' - \-)�\'� Fax: Email: ©1 -2015 ACORD CORPO ION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD "mW 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) ib.Business Telephone Number of insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Onlyrequired ff coverage Is specifically Amited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 260902567 2.Name and Address of Entity Requesting Proof of Coverage $a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 11900 OREGON ROAD LLC 11899 OREGON ROAD 3b.Policy Number of Entity Listed in Box"1a" DBL 6026 70-3 CUTCHOGUE,NY 11935 3c.Policy effective period 01/1112020 to 0111112021 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits [] B.Disabilitybenefits only C.Paid family leave benefits only 5.Policy covers: ® 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 2/5/2020 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,Director 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 carder,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 13902-6200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B 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. 1313-120.1 (10-17) Certificate Number 584552 a . STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(Use street address only) IN Business Telephone Number of Insured 717-445-6888 Shirk Pole Buildings LLC 807 Reading Rd lc.NYS Unemployment Insurance Employer East Earl, PA 17519 Registration Number of Insured Work Location of Insured(Onlyrequiredifcoverageisspecificaffy Id.Federal Employer Identification Number ofInsured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property&Casualty Co 3b.Policy Number of entity listed in box"la" Q93-5100926 11900 Oregon Road LLC 11900 Oregon Road 3c. Policy effective period Cutchogue NY 11936 09/01/2019 to 09/01/2020 3d. The Proprietor,Partners or Executive Officers are ❑included. (Only check box ifall partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "ta' for workers' compensation under theNew York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the IN FORNIATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agentwill send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier ivi11 also notes the above certificate holder within 10 days 1Fa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for oneyear after thisform is approved by the insurance carrier or its licensed agent,or until the polley expiration date listed in box 113cr',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,Iicense 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 agent of insurance carrier) Approved by: /V/9111:;- 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 authorised to issue Form C-105.2. Insurance brokers are NOT authorised to issue it. C-105.2(9-07) wwrv.wcb.state.ny.us SEQN:162WS COMN Ply:' 1 Job Number 22072 "R6e97 JlletlWSveB97op13T14 FROM: Dty ZO Shirk PtilelOtepn Rd DnwNo: 050.20.0718.30643 TrussLabel. 30AICom160/412 / SLS 112119/2020 2016-114• 30' 39'6 4' �49�1-/18' �2-11I1 r 8'4-1/2"q 3'2/4' 1 , 3'41/lir " 27-1 3'4.1/2 459-3/B 60' 416 3z-11100H6" 42 1 1010.9/1 ti• =H1F10 8gX T ;6 T T4 I 12 06X8 -E G z�jii;X8 4 D D 'H le 08X88X8 VAX4 C _ (a (a) I 414X4 B J (a (e) ( (a) wi • 7 w K S 171 S0615(•') =5XX7 Q 05X8 ism 510 N M 6 C7 =SSQB 5( '") =SSW12 1115 =SS0612 WI 129-012• i -112' 10'3.3/18' 5'8-13/1 58-13/1 3=70' 3/18' . 1'1!2" 12'9-11r 128 f!2' i '• 24'33/16" 30' 35'8-131 6' 46 4 -irl W Loading Criteria(p6Q Wfnd Criteria Snow Croatia ftftln PSFj De=SI Ctrfteria A Maximum Reactions(lbs) TCLL' 30.00 Wind Std: ASCE 7-10 P9:30.0 Ct;1.2 CAT:II PP Deflection In be I IM L!# Gravity Non-Gravity TCDL 10.00 Speed:130 mph Ph 25 2 Ce- .1.0 VERT(LL); '0.935 N 765 240 I= R+ )R /Rh /Rw /U /RL BCLL 0.00 Enclosure:Closed Lu:- Ca 1.00 VERT(CL): 1.417 N 505 180 S 5465 !- P 12369 11516 1,467 BCDL: 5.00 Risk Category:it Snow Duration:1.15 F(ORZ(LL):0.322 L - - K 5465 % 12369 /1516 /- EXP:C Kit NA Des,Ld: 45.00 Mean Height 20,00 ft HORZ(Tl):_0.487 L - Wind rebellions;based on MWFRS NCBCLL 10:00 Code/Misc Criteria Creep Factor:2.0 S Brg,Width=8.0 Min Req=4.5 TCDL:3.0 psf K B Wdth-8,0 Min"Req-4.5 Soffit 200 BCDL•3.6'0 Bldg Coda IBC 2015 Max JC CSI: 0.938 Load Duration;1,15 TPI Std:2614 Max BC CSI: 0.955 Bearing§S 8i K are a rigid sudace., MWFRS Paragd Dist 0 to h/2 Membets not listed have forces less than 375# Sporting:48.0' C&C Dist a:6.00 ft Rep Faa No Max Web CSI:0.869 Maximrim Top Chord Forces Per Ply abs) Loa from emiwa8:Any FT/RT/PT2(0yAq)12(0) ` Chords;Tens.Comp, Chords Tens, Comp. GCpi:0,a8 PlateType(sr A-B 7327-13948 F-G 5808-100/6 Wind Duration:te0 18SS,WAVE,HS VIEW Ver 19,02 028. 122.16 Lwnber- VdInd B-C 7149.13106 G-H 5783-10246 C-D 717+13030 H-1 7174-13030. Top chord:2x8 SP.2400f--2.OF;T3, Wind loads based at MWFRS with additional C&C D-E 6783.10246 14 7149-13206 T4 2x8'$P SS Dense;; member design. E-F 5809-10078 J-K .7327-13948 Botchbrd:-2x8 SP 24001-2-.OE;B2, 83 2x8 SP,S6 Dense; AJditfonai Notes Webs 2x4 SPF#1192;W1,W8 2x4 SPF Stud;W2, Maximum Bot Chord Forces Per Ply(lbs) Refer to General Notal for additional Information W7 2x4-SPF 2100f-1.BE; Chords I Tiihs.Cbmp. Chords Tens.Comp. 'WARNING:Fumisti a copy of Elis DWG to the Bracing instatlal ort donttactor.Speclal cube must be taken A=R ,12996-8613 O-N 8143 =3818 during handling,shipping and insulation of tiu "' R-0 10697-5322_ N-M 10697 -5309 (a)Continuous lateral restraint.,equally spaced on See"WARNING"trate below.,-, q-P 10697 5322 "M-L 10697 -5309 member. P-0 , 8143-3Q16 L-K 12996 -'e627 Plaft-Notas (")2 plates)require spsew positioning.Etelar to Maximum Web Forces Per,Ply'(Ibs) scaled OWA plo6f6talls for special positioning Wabs i Tens.Comp. Webs Tens. Comp. rq B-R 1097 4442 F-N 24P -1451 Putin R-O 218$-1222 N-H 1597 -253,4 ,In lieu bf structural panels or rigid ceiling use puffins D-P 1597-2534 H-L 2183 -1222 to laterally brace chords as follow&- P-F 2809-1451 L-J 1097 -1442 Chdr& Spaclng-in oc) Start(ft) End(ft) TC 24 0.00 30:00 TC 24 30.00 60.00 OF a jr Sc 59 0.15 69.85 4�N R Apply pudins to any chords above or below fliers �� �• at 24"OC unless shown otherwise above. r+ oC Loading ? LL Bottom chord checked for 10,00 psf non-concurrent bottom chord We load applied pm IBG16 section 4 C� 1607. •e1s41- Truss designed for unbalanced snow loads. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWINGTO ALL'CONTRACTORS INCLUDING THE INSTALL S TTrussas require a came tale in fa catinra handling stir ping,installing and bracing. Refer to and follow the latest edition of CSI(Building Corgponan?Safety Information,b�TPI pnd'SBCA)toF sa�ty practices pri r to performing these If cti ns Ir>stal arrr sh II provide tem ra bras r;3CSl.Unless no otherxnse,top chord shall have properly a�tached s�cWral sh#athing anti bottQ� shall have a�roge�r attac�i ri id cetlin . Locations shown for rrnanent lateral restre'nt bf webs shat have b nA ns lied per ti I s��nor B3,87.or B10y ads ap icaWne. Appr dates to Qech face o trtruss and position as s�lown above and on the oint details, uniess�noted otherwise. Refer to ALPINE swings 160,0-Z fo�s ndard plate positions. Ilvi j AI ins,a di isfon of IT1N B ild'n Components Group Inc.,shall not be responsible for any deviation from this d g an falure to build the MrT cos,,,,, ss in n ormance w�h�NStI PI 1,or for handlin sht piny,installation and braan trusses sal on thf, �rawir� or over 73723 Rive rt Drive I sting thh a fW, n ,Indicates acceptance of r611=1 nai a in rfiq r8spot�s�b�fty solehp�t�or the tea n Shovm. r`The su iii m° and use of tats ng, for any structure is�ie reaponsibilil�j of the auilding Dea�grier pefANSUiPI 1 ec.2. �n Suite 200 For more hdarmatlon see Ih(s D's eneral notes a and these web sties•ALPINE vwiw al ihvoom•TPI:www t insRo SBCA•www sbandusl tom•ICC wwwi=eafe.o Maryland Heights,MO i PLUST h B TECHNICAL DATA SHEET(TDS) CSI 09 98 46 1-800-989-8577 www.nobum.com MANUFACTURER 4. APPLICABLE STANDARDS No-Burn,Inc- No-Burn1°Plus ThB may be specified in compliance of the following: 1392 High Street,Suite 211 AC377 ECO17 Wadsworth,Ohio 44281 AC456 GSA PBS-P100 www.n6bum.com. ANSI/ASHRAE/ICC/USGBC Standard 189.1 ICC/ASHRAE 700 NGBS ANSVNSF 51 IgOZ DESCRIPTION ASTM E84 LEED v3 2009&v4 No-Burri°Plus ThB is a water-based thin film intumescent coating when ASTM"E96" NFPA 286 ekposeci to high temperatures anti flame,'intumesces creating a char- CARS SCAQMD Rule 1113 barrier protecting treated Substrates from fire. Certified to be applied CDPH(CA Spec 01350) UL 1715 to a variety of Substrates,fire performance compliance,is achieved with .CHPS the appropriate wet film thickness. 1. PRIMARY USES For use in new and existing buildings,compl`y`ing with the 18Cma IARC+, 0` tk sed BP Ttadatass Rahe IRC+,IEBC•and other applicable cones or standards,Plus ThB is utilized rk'7 ,GSPF TB " -14xet 115sq ft/ga1 in applications where it provides: �"WQpeiiCelSPF T8 14wet 115sq.ft./gaL • Interior Finish Classification Class IorCiassA.F50/SD.10 0'1a418opence]sPF TB 14 wet 115sq.tttA • AiternativeliirNon-0iesetiptive.Thermal Barrier 0ATFSPr4v0tLASP Ce1SPF TB 14wet U5sq it/pi, 8A4FSpraAW1M0xedCeUSPF TB 14wa 11Ssq.ft/pL + Alternative or Non-prescriptive ignition Barrier BASF °81"IClased(D&SPF TB 14wet n5A ftjgaL + Class iII Vapor Retardency BASF �l78�edCAWF Ta 17wet 94s 8A%WWtitee812W0osedCdSPF TB 17we3 94_%ft/gal. Code Compliance Evaluation Reports:ER 305&TER 1905-03. Bnsi:wa usaasedCe1W 78 27w2t 94sq t&t BASFwalrxe•us-0osedC SPF TB 17ma 94sq.lt/saL Instailafion Verification:SPFA-148. BASFWaltae•HP+0asWCeISPF TB 17wet 94sq R./gai. BASF*%tte°CanfbrtCmedCd5K TB 14wet n5sgft(gal. 2. SPECIFICATIONS &WeCarfatP>Sc d0&$PF TB .14wet insq.fLg "Color:, Opaque/White%Gray/DarkChartoai/rinted TB 14wer 115sEafrj1pL 94SF*af&'LW.LGowdCe1SPF TB Uwe I154ftkg Wh)te BASFw~LWPCmseiCeiSPF TB 14wet 115sgftM& 8ASFiNsBlite WtS0ctsedCe1SPF T8 14 wet I15stift/gA Finish: Flat TB 17 wet 94s4ft*iL VOC Content: 18 g/L EPA Method 24 CWWSeattMrh°CmCel5PF TB 14wet 115sq.ft/pL GvWeFoarnwkAe50W0penCe0sPF TB 14wet nssq ft./gp. DryTime: 60-90 Minutes Carrisksea<rt2eftKt,%4bpmCe75PF TB 14wet 115s4ft&4 Pails: 5 Gallons(19 L),58.5 lbs. Ca W'ft=0.A 500penCelSPF TB 14wet 115sq.ftlpI. Drums: 55 .Gallon Drum,i208 L),net,45 Gallons Carbie5edraeProPbP&0pek lSPF TB 14wet 115sq.ft/ge. (176,Li586.5lbs. i;rweseatraefwaosedcelspF TB 14 wet 115s%k/gal. Cwlisle6oaikst@a60C edWSPF TO 14wet Msq.ftjga1. Shelf Life: 12 Months Qfif eSedft Pioo6eZemawed CdSPF TB 14wet Ms4ftj�A Cute Time: 24 Hours Carlisle FoarnsubteH dtlosedCdSPF TB 14wet USsq,ft/pi, Boiling Point: 2127 TB 26wet lMsq ft/gaL Freezing Point: 32'F be r9ec °openceISPF TB 16wet 100sq ft/st 1 cHe.�HF6Koi Lftaoswa&wF TB 16wet lWsq.ft/0. %.Volatile by Volume: 33% -0=&cNeedck FOProelosedCs9SPF Ta 16wet mosq ft/w. Specific Gravity: 1.25 Dw4wHeatbltXrsCaSedcelwf TB 16 wet M0sgit)ga'. DernilecHratbkXi�waosedCel5PF TB 16wet 1Ws4ft/PL View product Safety Data Sheet (M)SDS and Best Practices for Safe Enewoneeyn*r=e0azaooaasWCe1SPF 14wet i1Ssq' ' GaooWestern 03pWF45MOpenCelSK TB 14wet 115sq.R/gaL Handling&Storage for more information, GamWe;temU38 0owdCASPF TB 14;va Msq tjg4 GamWewn0nePassFM00osedCdW TB 14 wet n5sgtt)OL 3. PRODUCT PERFORMANCE CamwesternOnePmLow GWP F1880sPF TB 14wet n5sgtt/gai.. No-Burn°Plus ThB may be used for the Primary Uses expressed. As a et"nwWU;ah`sUkra' R'0OpenCe°SPF Tia 14wet 115sq.ftApL component in an alternative ignition barrier assembly orthermal barrier GenerA n�Ula-nw*0WMax0 rdSPF TB 14 wet 115sq.ftfgA G&lealC viQaTt>ane�MafcProopencelspf Ta 14wet n5sq.tt)ga1 assembly,Plus ThB is an intumescent fire protective coating for interior Ger>eralCa3tirgsU6 Vunei mopenCd TF TB 14wet 115sqA4.pL spaces where spray polyurethane foam is installed. Applied in a one- ceneriCoa Ukr-Tt,arlev0oasedCegSPF TB 14 we: 115sq ft/pf. coat application,Plus ThB is passively protecting the spray foam surface Ger*rWCmWCsUkra-Tttane202GnsedSPF TB 14wet lissq-tt/gk by delaying the temperature rise of the foam, and by delaying or Geral Coatirgs utraahx*202 K&MAGmdCeqSPF TB 14 we, Msq ft/;pL preventingthefoamfromigniting. Gemco Ukw1 20510 Ce05K TB 14wet n5s'ft/gd' Gam Co&wUha-Thane2(5FMKgMftTB 14 wet 1154ft/gaL nene Applicable for open cell and closed cell spray polyurethane foam,Plus 0as°`ope"ceRSK TB 16wet 10Dsq.ftAPL icyneneaasskUlba0penCelSK TB 16wet 1Msq R./ga. ThB provides the fire protection and Class III vapor retardency as code kvneneaw=UtaaSe1ecS0penCe1W TB 16wet 10041iJg1 requires for residential,light commercial and commercial construction. I ley aassicPkis Open Cel SPF TB 16wet I 100sq Complies with USDA requirements for incidental food contact and t Ahernathee Tl ermal earrier FB)Assemb6n,EwWation Reporw ER 305 Table 2&TER 1905-03 Table 1. ANSI/NSF 51 Food Zone Materials. 'Kiernative igrivon Baffler tlel Assemblies,Evdtatwn Rep"ER 305 Table 3&TER 1405-03 Table 2 NO-BUIRN- Pageiof9 FIRE WISETM -PLUS Th B TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.nobum.com Material 7itt or Film- ' Spread t4atedel' Tel or FOM >" Spread'. 18= . Thickness Rate 182- thickness Rabe kyraetePra C,aWOPffll: lsPF TB 16wet MCS11.1tJget Dwv1ecSeAr6W5co0penCdSPF B 6t et 267sel #.ylteleN M%0pmCe1SPF TB 14wet US-sq.ftjial• Derl9ecAvhAwcLA0penCdSK 18 lower 160sgtt1gal. kw=lePmfieiiIllOsedCel1SPF 75 14wat 115sgft4d. GaaaWeftnU!SprayF45000penQASPF B 6wet 267sgftjgal' ityna>ePr ikdLECiosaiCe11SPF 78 14wet ]1S4ftU W"ZP5ystmePS1wz wag PaTA(R-3&R-5} a SUwet lwms k&6i. ICY 93WAtSedEoDclosed Cell SPF T8 14wet 1154ftW JC) td-fh m•E4?40az1(A)C iCdSPF 8 10wet lw 4ft./gat lip t ►$aoapecafis TR 1dwd 11sSri ft/ojl 6wct 2b7selk/sA tram FmSealHF0QNClosedCe415PF Te 14wet 115sgftp: 4iXft0ass LftaOpenCel5PF 13 6wet 267sg.'t/ga1 ky+0*MDC2co0Zed6BSPP 1B" 14 wet 115sq ftjo. 1gTjemaa=Ukm$ele¢0penCe11SPF S 6Wet 2674t/gal. )d-a 7anv4eJMCorhorsd0pW0d5PF 7B 14wet n5sgft.Jgat. b1mle PksopmCeISPF 18 6wet 267s4.ktpL blxwManv&Jlforhan 0Ct 0penGASPF TB 14 wet I15sq kynl*Prkr*Gdd Open Cel SPF 18 6wet 267sq kj&jL 11=WnVae1MCWb0MI1 Cd PF TB 14wet 115sq{t/gaL tVmxleMDG2M0osedCdSPF 18 16wet IMsgh/Sal.• k>}vsMarnile�i[ IN CdSDF 78 ' 14wet 115sgftjjPL ttynesePmGedEaa(MDI1-2q0asedCdSPF i8 swa- mosq.ft/ga1. )6lnM64eJlylbaboW 6Z CamdCdSPF lB 14wet 115skft/o. 1apdIalFL45D0pWGASPF is 6we4 W74ftfsal. lapo6Fomrt4j*R:4500pm&SPF TB, 16wet 100sgA/9A IaPdaFLM0penWTF 18 6wet 267sq.ft./gpL L*o1aFomteLdFL!W0peACdSPF 76, Xwet 11Ss).k/g1l SwDCiuk9ie1d7D60peraCdSPF 18 6m 29sq.fttV tapa!UFba"FL7500pavWtF6 7B 16wet =sq,ft*'I 7%mkF &E44chmISPF IS Iowa- 1w4ft/01. iapabftm"1`1.200l 00ledCd-W T¢ 14wet 1155q ft 'Altemau"Tbermal earOerl7essa )AmWc EvakWcnReparW.ER309T"2&TER 1385A3Tabk,1. l�o6af»amldcFL200DCk sICeASPF 7B 14wet 115sq.ft/gl. 'Aham 11-IgdhimRare.!(tR)AuembRarE+.lU=l nPWJrep. x305 Tab?e 3&TER34b"3Tabta2., SSEW4aaS0pWCASPF iB 14wet 115sq.ft ipl 5. EQUIPMENTSESSraaSealtLSCpenfelSi� Tll 14wet USs4fc/gai sEst zutl dc4,PF. 78 14%e hSs4f AA Methods of application include airless sprayer, roller or, brush. SFSN=eilI2..0LEbwdCel1SPf 7t3 i4`A 115sq.kjgA Manufacturers and Models of alriess'sp"ray Equipme4v0ryand examples ` "CdSPF 7B zawwett 'q' OA of applicable Equipment follow. Alrless spray Equiprrienr SWDC�&-SWe1d1=CbenCe9SPF 7B lawet ��'� recommendations have been linked`for reference to manufacturer swoet�csf112xCCI�e�SPF TB 14,r�eer 11ss4ft/gal, . aw0C2uic51 iileCkw-dQOSPF 78' 14 wet 11ssgftipl, specifications. SwDQA-_%dd133OasedCe11SPF 7B 14wet 1194fr/gat. UPcSWopenCeASPF 7B 14tvet 2134ft,/pL• UPC5WMax0pMCdSPF 711 14wet n5sq.h/gal.. UPC500MaxPro0rAuCei1SPF T8 14wet IISs040-, 7airlessspnp/er rer"<� UPcSM=openceflSPF Te 14wet 115sq.ftfgal, UltraMax 11.795 UitraMax81595 UPC1.70aP6dca1SPsF TB 14v& "Ils 4ft/gl, Ultra Max t 'T ' ark�VUPC2ACfasedC(ASPF 7B 14wet 115s4ftJ�. Imoac't 6"UpcZo l.ClasedCeaw, 7B 14wet 115sq.ft/�t. im x2'":1 40 P Te Ius UPCZOMAXtlosedCeASPF TB 14wet 115s4f4W, Recommended tip orificeslzesof.025-.033 andUkiUPC2HF0C Cd�f TB 14wet 179sq.ft& hosesinsidediameteraiWat.larger. lIPC2.0�tfF01{ti�ll.il'tCi;set)CeASPF TB 14wet 11Ssq.ft/�t WC-M dC 1a- 16%stwet vo=4k/pl. Spray,Equipment must be capable of producing'a minimum'of 3,300 psi, 'tyrrsvx-ocSdC�dce>fsPF 7a 16wet -loosq.ftlr�L - xaerrle5ea12oLEtkzedCeB�F -7a 1 14 wei I n5stl f bA and recommended tip orifice sizes are.025-.031. Removal of filter f1`om Bd Er fte'GOpertCeA 18 - 6wet 2674fc/St the spray gun to allow for the passage of solid content is recommende& 9ASFEr~l4A0penC4SFF Is 6wet 21574t/Sal. Airless sprayer hoses are recommended to have an inside diameter of " BWSpraylkee25aclp5edjC d5PF to 6wet 267sq.ft4tA or larger. Variations in spray pattern width°and tip size may be required BrsPsprai0rE•8l2osce>ISPF Ie 6wet 267s4hl depending on the surface area and the Substrate(s)icl which Plus Th6 is. 8AS*aY�eSP dceffSPF Is 6wet W7s4 k& BASFSp W91aeCal fortQosedCdSFF is 6wet 267sci ftjWL being applied. Cleanup of Equipment may be with water, or other BASFS;xWJe_-Un ortPiusOosed61SPF f8 6wer 2674tthA methods recommended by the Equipment manufacturer. iW5F5pra1o6ieeGmif 0tarredCellSPF IS 6wet 267sq.VgaL BASfsve im,16'La-Aceispr M 6Wet 'q 6. PERSONAL PROTECTION & EXPOSURE CONTROLS B45Ffn SL-USCpenCdSPF 10 12 wet 134sq.ft./gal BASFSpraidtee178C1ssedCet5PF � �f Wearing a certified respirator and goggles to avoid overspray and BASFSpraydeee812050aseciCeASPF to 12 wet 1344sgft.)�pil. splashing are recommended. ,Eye and face protection should be in 11wWaftel sclos oellsPF IB IZwet 134sittjgal. accordance with OSHA 29 CFR 1910.133. Rubber'-or plastic glovevare BASFWafabe'U5-NCased Cell,SPF IB 12 wet lsasq fi0 recommended for hand and arm protection.Personal cleanup may be BASFW~Wt 00sedCdsi,F 18 12"xt 134sci t/B' with soap and water. if sprayed, wear an air-purifyingirator BASFwaNteol.w sedCel5PF is 12 wet 134sq.tt/gal. respirator BA5Fwatl6t H:4SdasedCdSPF fB 12 wet 134sq t/oapproved by NIOSH in accordance with OSHA 29 CFR 1910.134(d)(1)(ii), B4SFwafhitee2000bsedCeESPF IB 12 wet 134sel.k1gaf. If used in a confined area,a full-face,powered air-purifying respirator CxWe5mMteFra0 sCe1SPF 18 Ewer 267sq ir./gd. (PAPR)or supplied-air respirator(SAR)is recommended. Use respirators CaMer 5DWOpenCdSPF Is 6wet 267%t/0. in accordance with 29 CFR 1910.134(d)(3)(i)(A) Table 1, 29 CFR CarteSe�rteProt ShY1dd0pm6I1SPF 1B 6wet 267sq.tt/gal' GvfideFb 50 Open CEIJSPF Ie Ewe, 267-sq-ft/gal. 1910.134(d)(3)(iii)(B)and 29 CFR 1910.134(d)(3)(iv)(B). CarWaSearrrteRmNoMix(pMCeBSPF 18 6wet 267sc.k/gal. C.wmieraeToaxh'nSai°2.0pefCbsedCASPF tB 8wet 2mq.R1i;aL Use appropriate engineering controls,such as properventiiatlon.Where 'Aher VveThtMelBsl*(Ta)Aucmb43,Evabxatia+Rep m.Ell 305 Table 2&TER 1905.03 Table such systems are not effective, wear suitable personal protective tNtematave lsn7um Barrier lie)Assembrier Evahadw Repo=ER 335 Table 3&TER 190 MTawe2 equipment, which performs satisfactorily and meets OSHA or other recognized standards. NI-BURK. Paga2arS 1 FIRE WISETM PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.nobum.com 7. MIXING, TINTING and OVERCOATS Substrates)shall be in the final position in the building,directly exposed Plus ThB must be thoroughly mixed before use in accordance with the to the interior, protected from the weather, in conditioned and manufacturer's recommendations. Mix with a 5 gallon power mixing unconditioned locations. Furthermore,Plus ThB shall be applied to areas wand at or between 800-1200 RPM for a mixing time of 5 minutes per within the weatherproofing membrane or surfaces not exposed to pail. Shaking No-Bum"Plus ThB with a paint shaker is NOT sufficient. weather. Filtering orstraining,PlusThB is notrecommended. If No-Burn®Plus ThB is mixed more than 24 hours prior to use,mix it again according to Surface and ambient temperatures before and during application shall manufacturer's instructions. be 40'F'(4.4`C)minimum. Surface temperatures shall not exceed-100T (37.7-0)during application.The coating shall beapplled st an application Thinning is usually not needed;if Plus ThB has been exposed to high heat, rate set forth by spraying,roller or'brush. Dry time is typically 60-90 water may evaporate from the,plastic.5 gallon container. If the paint minutes and cure time is 24 hours minimum,depending on the ambient level is below 3-4 inches"from the top of the container,add enough water temperature and relative humidity conditions. If more.than one coat is to bring the level back up-to within 3 inches from the top in order to required,allow No-Bum"Plus7lieto dry completely between coats. ensure proper consistency. Mix Plus ThB again according to manufacturer's instructions. Its always best to follow SP,F Manufacturerguidelines first and foremost when,it comes to installing Plus ThB,following the spray installation After mixing-for 5 minutes,if the viscosity is still too high,you may add 8 instructions closely. For high heat,humidity or extreme cold,.Plus ThB ounces of water per 5 gallon pail and mix to reduce the viscosity. Mix guidelines are as follows. Plus ThB again according to manufacturer's instructions. Use Caution A. Ideal installation'temperatures are.65 degrees Fahrenheit arid)ess not to add too much water or the product may run and drip during than 6,095 relative,humidity, application. B. Continuous high humidity cdndltions may require a top coat like Behr Premium-Plus outdoor paint; those decisions are best Plus ThB should nevef he allowed to freeze 32'F(D'C),•stored between determined bythe installer;Ie.:70%humldityand higher. 4&F and 90'F(4.4'C and 32.2`4 and kept out of direct sunlight;if you C. Consistent temperatures must be maintained for at least 3 days cannot verify thattthese conditions have been maintained,the product for the Plus ThB to cure properly in temperatures of 60 to 70 may be disposed of in accordance with the manufacturer's(M)SDS. degrees Fahrenheit and f0 to 6M relative humidity,with readings taken daily;any conditions outside of`these guidelines must be If tinting Is desired,Plus ThB,may be tinted at a maximum rate of-2 oz.of approved by No-Burnet,Inc.tech service. tintpergallon. It is recommendecithatNo=Bum°Green Dye or No-Burn® D. Always iheck with the SPF Manufacturer and/or.No-Burne, Inc. Black Tint,manufactured by.No-Burn,Inc.,be used for tinting. Contact when questions arise regarding ambient conditions on a specific the manufacturer for additional tinting information project. When a specified color or black color.is desired,an overcoat may be Non-hazardous paint container free of paint or debris. Pails may be used, such as black Sherwin Williams A-100 or Behr Premium Plus, recycled in accoidance with your local recycling and waste management Overcoats shall be water-based with a pH of 7-9. Priorto the use of any requirements.'If construction includes deconstruction and reclamation overcoat,it is recommended that an inconspicuous area be tested for of plastic=construction'products, it may be,necessary to sort plastics compatibility before widespread application. Compatibility may be according to designations. noted as the overall satisfactory condition of the Substrate(s)once No- Burn°Plus ThB and amoveecoat have been applied. 8. APPLICATION When applying No-BumO Plus ThB, the coating shall be applied to Substrate(s), as applicable, in accordance with.Evaluation Report(ER) 305;Evaluation Report(TER)1905-03 and/or manufacturer's technical data sheet instructions. Copies of relevant technical data and/or documents shall be available at the jobsite. Before and during coating application,the Substrates'surfaces shall be dry,clean and free from loose debris,dust,dirt,grease,oil,and all prior coating materials,such as paint,stains and sealers. The foam should be allowed to cool to ambient room temperature pnor to the application of No-Bum"Pius ThB,minimum 1 hour. The Substrate(s)shall not have, nor have been exposed to,treatments,,chemicals,coatings,etc.prior to the application of Plus ThB. Visual observation of the intumescent coating is naturally and distinctively white in color. For verification of the wet applied thickness,a standard painter's thickness gauge shall be used during the application. The finished dry mil thickness will be 0.55- 0.70 times the wet mil thickness. 16 N)-BURN... Page 3af9 _- 1 FIRE WISETM mm"LUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-1077 www.nobum.com Chapter 8 Interior Finish Chapter sihWirforFinish 803.1.1 interior wall and Ceiling Finish Materials NFPA,286 803.1.1 Interior Wall and Ceiling Finish Material 8011:2liTterior Wall and Ceiling Finish Matedals ASM E84 or UL 723 803'.12 ComerTest for Interior Wall or Ceiling Finish 803.4 Foam Plastics 803,4 Foam Plastics, Chapter 26 Plastit: Chalpiei2li Plastic -2663.4/2603.9 Thermal Barrier Special Approval 2603,4/2603`9 Thermai barrier Special Approval 2603.4.2.6 Attics and Crawl Spaces, 2603A.16Attics and Crawl Spam Chapter S Interior Finish Chapter 8 IW*dor Finish 803.1-1 Interior Wait and Calling Finish Material 8034 1 1 Interior Wigand Ceiling Finish Material 803.1.2 CornerTest for interior Wall or Ceiling Finish 810312 CornerTO;tfor Interior Wait or Calling Ftr4h 803.4 Foam Plastics 803A Foam Plastics chapter 26 Plastic Chapter 26 Plask 2W3A/2603.10 Thermal Barrier SpecialAppruval 2603.4/2603.9 Thermal BarrierSpecialApproval 2603.411.6 Attics and Crawl Spaces 260 ,11±' and Crawl Spaces -INTUMTIONAUMECHWCAL CODE*(IMCO) 602.2 Plenums Construction FSI/SDI PlAunns Corismictim F%/SD1 Chapter 6 Duct Systems Chapter fi,Duct Sy'steimii; 6022 Plenums Construction FSI/5DI 5022.Plenums Construction FSi/SDl INTBMTIONALRESIDERMODDEOtMC!)',', ap ter 3 Building and Planning Chapter 3 Bulhiling'and Pliquilag 113029 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes 83025 Ftime,Spread and Smoke Developed Index fdrWall and Ceiling Finishes A 'vat RjlfiR316.4/R31&6 /R31&6 Thermal Birder Specific ppro 616.�/RUG.ifheirnall Bah�WSpedApproval R3.16.53(AC377APpY.)C)Foim PlzrstOAttics R316 5.3(A677_Ap'px'X)'Fo5m PlasdOn'Aida R316.5.4(AC377 AppxX)Foam Plastic in 6awl Spaces Ii(Ac377 Appx x)Foam'plastic in ciawi spices Chapter 3 Building and Planning Chapter 3 BuAtfing and Planning 8302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes 83019 fthi Spread and Smoke Developed Index for Wall and Celfing Finishes R316A/R316A Thermal Barrier spectricApprovai, R316AM16:67hermal Barrier SpecificApproval 1131&S3(AC377 Appx X)Foam Plastic in Attics, R316.5.3(AC377 Appx X)Fdam Plastic In Attics R316-5.4(AC377 Appi Xf Foam Plastic in Crawl Spaces R316-5.4 IAC377 Appx X)Foam Plastic In Crawl Spaces NATIONAIL FIRE MOTECWNASSOCIATION*(NFPAO)101, Chapter 10 interior FInM Chapter 10 Interior Knish Chapter 1D interior Finish 10.2.3 Interior Waft/Ceiling Finish Testing&Classification 10.2.3Interior Walf/CeifingFinish Testing&,Clmirtmti6,n 10.2.3 Interior WalljiCeillnj Finish Testing&Classification 10.23A Rdquired to be Tested ASTM EU or UL 723 10.23A Required to be Tested ASTM E84 or UL 723 16.23.4 Required to be Tested ASTM E84 or UL 723 10 1 2.43 Cellular or Foamed Plasticl(Slps) 10.2A.3 Cellular or Foamed Plaisot;(Slps) 10.2 4.3Celfu-lar or Foamed Plastic(Sips) 10.2A.3.3 Cellular or Foamed PlasticTesting(SIPS) 26.2'.4.3.1 Cellular or Foamed PlamicTesting(SIPS) 10.2.43.1 Cellular or Foamed PlasticTesting(S)Ps) 10.2.43.4 Cellular or Foamed KasticTrim ISIPs) 10.2A.3.2'Cellular or Foamed PlbstkTrim(Sips) 10.2.43.2 Cellular or Foamed Plastic Trim(SIPS) 20.2.6.1 Fire Retardant Coatings FSJ/SO 20.2.6.1 Fire Retardant Coatings FSI/SD 102-6a Fire Retardant Coatings F51jSV Chapt;er 33 Existing Residential board/care Ciewpandes Chapter33 Existingitesidential Boatd/Cm 0octipancles Chapter 33 Existing Residential Board/Care Occupancies 33.2.35.7.2(4)11A Attics 33.23.5.7.2(4)/IA Attics 93,2.35.7 2(4)/IA Attics M!!!LAgWAI�ICC/USGBCSTANDARD 129.1:', AM21 .8 rI nd7r' Environmental uardy(IFQ) Idoor Enironmental Qua ity( O 1-422 Paints and Coatings 3.4.2-2 Paints and Coatings g 4 2.2.1 Emissions Requirements 8.4.22.1 Emisilons Requirement r N 8.4-2 2.2 VOC Content Requirements-a and b 8.4-2Z2 VOC Content Requirements 8.5.2 Materials 8.5.2 Materials S.The Buildings;Impact on the Atmosphere,Materials,and Resources 9.The Building's Impact on the Atmosphere,Materials,and Resources 9.3.1.1 Diversion 93.1.1 Diversion 9.3.1.2 Total Waste 9 3.12 Total Waste 9.3.13 Construction Waste Management Plan 9.3.1.3 Construction Waste Management Plan 9.4.1.2 Regional Materials 9.4.1.2 Regional Materials N$)'.BURN-- Page 4 of 9 FIRE WISETM PLUSTh B TECHNICAL DATA SHEET(TDS) CSI 99 96 46 1-800-989-85T7 www.nobum.com U.S.GREEN BUILDING COUNCIL°LEER* BUILDING DESIGN(BD)AND CDNSMUC17ON(G) NEW CONSTRUCTION AND MAJOR REN NOVA7IONS Materials and Resources(Plot) Materials and Resources f rAR) MR Prerequisite:Storage and collection of Recyclables MR Credit Ll Building Reuse-Maintain Existing Walls;floors&Roofs MR Credit:Building life{ycie impact Reduction:Option 1 or 0ption2 MR Credit 1.2 Building Reuse-Maintain interior Nonstructural Elements MR Credit:Building Product Disclosureand Optimization-Material ingredients: NIR Credit 2.eonstruction Waste Management Option 2 International Altemative Compliance Patin-Reach Optimization MR Credit 5 Regional Materials MR Credit:construction and Demolition Waste Management indoor Fmdronmental Quality(EQ) indoor Environmental Quality,(IEQ) EQ Credit:Loo4mitting Materials:,Option 1 IEQ Credit 4.2 Low Emitting Materfats-Paints&Coatings innovation in Qesigd(ID) innovation In Design(ID) Credit 1 Innovation in Design Credit 1'Innovation in Design HOMiS DESIGN(NO)and CONSTRUCTION(C) Materials and Resources I*) MR Credit:Cphstructlon Waste Management, Indoor Emelionn"tai Quallty(Eke .EQred it'Loci-Emir 6ng,Pro&Icas` INTERIOR DESIGN(ID)and coNMUCTiON(C) Matedal3and Resources(MR) MR Prerequisite:Storage'and Collection bf Racyclabies MR Credit:Building Product DLvAmure acid Optimisation-Material'ingredients: option 2 international Alternative Compliance Path-Reads Optimization MR credit:Construction and Demolition of Waste Managembrif indoor Environmental Qualtty(EQ) EQ Credir.Low-Emitting Materials:Option 1 innovation in Design(10)' Credit 1 innovation in Desi n SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCA14MD)RULE 1113 Table of Standards L VOC Limits able of Standards 1,VOC Limits Fiats Fiats (e)Test Methods (e)ITest Methods (e)(1)(A)U.S.EPA ReferenceTest Method 24 (e)(1)iA}U'.S.EPA'Reference Test Method 24 TRADEMARKS No-Burn,No-Bum logo and Fire Wise are trademarks awned by or licensed to No-Bump,Inc- No-Bum,Inc. LIMrrED WARRANTY No-Bum°,Inc.warrants that the No-Bum°formula will be manufactured to the same specifications and SALES INFORMATION AND ORDER PLACEMENT quality,and will perform equally to the tests performed by the independent laboratories when property-applied. Warranty 1-800.489.8577 coverage is limited solely to the cast of product purchased hereunder and specifically excludes incidental expenses and TECHNICAL INFORMATION consequential damages.The applicator warrants that the product,in its original form from the manufacturer,will be stored, 1-800-984-8577 mixed and/or applied as directed In the guidelines published by No-Bum°,Inc.,to every reasonably accessible area that has www.noburn corn been specified for protection. All implied warranties,from No-Burn',Inc.or the applicator are excluded. There may be situations and materials for which No-Burn°will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Bum,Inc are subjected to our Policy&Procedures available at httP-1/nobum.com/polices-proce4ures 0 2020 No-Bum,Inc. UPDATES AND CURRENT INFORMATION Revised 23-Nov-2020_The Information in this document may change without notice Page6of9 ; FIRE WISET'm 4• 20• 6' I 8' jb' j-6' 20' 6' I 8' 198'j9' j--6' 20' 6' I 9'— -)- 6' i-6• 20• 6' 3-2X10 MSR SYP 1-7X17�' GLUCAN BEA / OTRUSS CARRIERS TRUSS CARRIER O 2 O 1 NEW BUILDING SPECIFICATIONS / 1 60' X 198' X 20'4" POST & FRAME BUILDING 0 O —18" X 8" CONCRETE FOOTINGS (GABLES) ALL GABLE POSTS O —25" X 8" CONCRETE FOOTINGS (SIDEWALLS) EXTEND TO TOP (10227 LB CAP; 9765 LB COLUMN WT) F ROOF TRUSS N —36" X 8" CONCRETE FOOTINGS (SIDEWALLS) (21,205 LB CAP; 18135 LB COLUMN WT) O1 2-3'0" X 6'8" 6—PANEL FIBERGLASS ENTRY DOORS O8-20' X 14' FRAMED OPENINGS FOR DOORS BY OTHERS —3 PLY 2X8 GLU—LAM POSTS 8' OC (TYP) / (3 PLY 2X6 POSTS AT GABLES) to 2X6 PRESSURE TREATED GROUND CONTACT SKIRT BOARD Io 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC / 3-2X10 MSR SYP TRUSS CARRIERS 08' SPANS— (HEADER CAPACITY=1486 PLF; ROOF LOAD=1395 PLF) 1-7"X17 J" GLULAM BEAM TRUSS CARRIER ®20' SPANS— (HEADER CAPACITY=1603 PLF; ROOF LOAD=1395 PLF) TRUSS CARRIER TO POST= ?g"X4" GRK STRUCTURAL SCREWS / 15 ®EA.POST (4 PER SPLICE MIN) 4995 SHEAR RATING PRE—ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48" OC, 30-10-5 LOADING 11 ROWS 2X4 BOTTOM CHORD TIES (62" OC) 4 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG) H-10A HURRICANE TIES 28 GA G-100 PAINTED STEEL ROOFING & SIDING / 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA _ / PAINTED STEEL 12" VENTED RIDGECAP 1O 1-7"X17 GLULAM B O 3-2X10 MSR SYP O 2 O USS CARRIER TRUSS CARRIER s' a zo 8'===—o 120' 8'TV zo' tea' T 1 —20' s' 198 FLOOR PLAN SCALE-.S/M'.YC I tjkG4Y�g�u�i�il f A. �F i FLOOR PLAN DRAWN BY- ALS ALL INFORMATION SHOWNp ON THIS DRAWING IS THE F_ REVIEW: PROPERTY OF SHIRK 11900 OREGON RD LLC A James A. Koppenhaver, REAt;H71i ® M REVISIONS: POLE BUILDINGS LLC. �7 1�G$ THIS DRAWING MAY NOT 11900 OREGON RD. 304 Logan Ave P=4 BE REPRODUCED WITHOUT AN Wyomissing PA 19610 PERMISSION BUILDER AND , K K DATE: 10/7/19 OWNER ARE RESPONSIBLE S O U T H O L D NY p p p g LLC TO VERIFY ALL DIMENSIONS Email; ko enhaver e@ mail.com 807READINGROAD EAST EARl,PA17519 SITE: BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 1111110 mill ING, ---------- --------- .......... --------------------------- ---------------------------------------------- ------------------ -------- ........ ------------- ...... ........------------ ........ ------------------ ------------------------ .................... ............... -------------- OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR F28 GA PAINTED STEEL S REWDOW PANE OVERHEAD DOOR OVERHEAD DOOR EWA= "IN ON THIS DRAWING IS THE PROPERTY OF SHIRK IPOLE BUILDINGS LLC. THIS DRAWING MAY NOT PAINTED RIDGECAP 6 NAILS 2X4 ROOF PERUN 29 GA. PAINTED BUILDER PER TRUSS ROOF STEEL ROOFING J VENTED OR 2"WEATERTTTE ROOF TRUSS TRUSS\ 28 GA STRUCTURAL S�•� PAINTED SCREWS 2-34"X.120 2X4 ROOF RAKE TRIM a PAINTED STEEL GALV. NAILS CLOSURE 2X4 GIRT OR PERLIN PURLIN WALL POST 2X6 FACE rTEDNid``t STRIPS 24" ON CENTER A"X4" GRK oARO CIA TRUSS STRUCTURAL 2X6 HEADERS 4-3 "X.120 puCE NOTCHED c SCREWSGALV. NAILS INTO PO METAL SIDING D1"WEATERTITE OVERHEAD ME& 2X4 ROOF�RO�OF PAINTED SCREWS GABLE TRUSS TPERUNS9" ON CENTER STRPOOSRAL OVERHEAD DOOR TRIM M RIM d OVERHEAD DOOR z RUSSES DOOR SIDING WEATHERSTRIP #1 SYP GRK STRUCTURAL 12" RIDGE CAP METAL SIDING do ROOF PURLIN OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FASTENERS FASTENING DETAIL TRUSS SCREW TO 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" DESIGN LLj PAINTED STEEL O C) R ROOFINFIN28 GA.G INSTALLED W/ PAINTED STEEL SCREWS & WASHERS A\\ <2j'GALVANIZED L POST OOFING 2X4 BOTTOM CHORD O m O PERMANENT LATERAL WALL POST 2X4 ROOF PERLIN OR JAMB 2X6 FACE BOARD O > — E BRACING (SEE TRUSS 3-3" / 2X4 WALL 6 � U Q � WG FOR SPACING) GALV. NAILS GIRT PER TRUSS ROOF PAINTED � 2X6 SPF \ I I FASCIA ccQ CL X4 ROOF FACE BOARD CK SCREWS Q URLINS 24" OC. PAINTED 6- ROOF TRUS O0 o 0) FASCIA GALV.NAILS puCE 4 NAILS PER 28 GA. PAINTED STEEL SOFFIT :--,,4 J a VSD EACH SIDE J CHANNEL POST F&J TRIM Q u) o FFlT TRUSS PRE-ENGINEERED ROOF PANELS CARRIER METAL SIDING O —_ TRUSSES 48" OC. PAI STEEL T 2X6 TIE F&J TRIM SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12"EAVE OVERHANG CE 3-2X10 MSR SYP TRUSS CARRIERS FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL w SCALE: 1/2' = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" - 1'0" OWNER V J 3 PLY 2X8 GLU-LAM Q POSTS 8OC. TYP. Q/ Ir 2X4 SPF DIAGONAL BRACE LL Z FROM RIDGEUNE TO BOTH EAVES PRE—ENGINEEREDO ROOF TRUSSES O X11 48" OC. vv EY (!) LLI 0 o W _ N 2X6 WIND UPLIFT TIEDOWN BLOCK �+ O #1 SYP TRUSS CARRIERS TRUSS NOTCHED M INTO POSTO O 'O v r / 2X4 SPF SIDEWALL GIRTS 24" OC.11 / t r" r" WALL BRACING REGUIREMENTS: WALL BRACING 28 GA. STRUCTURAL STEEL / ALL INFORMATION MOWN REGUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE 28GA STRUCTURAL OF WALL PURLINS WITH SCREWS I PROPERTY OF SHIRK STEEL SIDING POLE BUILDINGS LLC 2X4 SPF WALL GIRTS 24" OC. PANELS INSTALLED / THIS DRAWING MAY NOT WITH SCREWS BE REPRODUCED WITHOUT PERMISSION BUILDER AND GRADE GRADE OWNER ARE RESPONSIBLE 4"-4000 PSI 2X6 PRESSURE TREATED 9C�;�k Aj TO VERIFY ALL DIMENSIONS GRADE BOTTOM SYP SKIRT BOARD PRESSURE TREATED ,b� a ,�� BEFORE CONSTRUCTION OFD TBOARD CONCRETE FLOOR SYP GROUND CONTACT ;y a ;k qj „ . DRAWN BY: ALS (OPTIONAL) 2X6 SKIRT BOARD �� _z�''��• �.� t_ REVIEW. Yo /\/ /\//\//\//\//\//\//\//\// /\// /\//\//\//\// \//\//` e REVISIONS: 3/4" STONE BASE----- COMPACTED /\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/ ?= �a1 b (OPTIONAL) SOIL BACKFILL /\//\//\//\//\//\//\// //\/i�/i�/i�/i�/i�//\//\//\// \//\ e � 4 „a r / 00 /\\/ /\\/\\/\\/\\/\\/\\/\\/ \\� 3000 PSI. CONCRETEac<fi5 `ra //\/ /\//\//\//\//\//\//\//\/ FOOTING (SEE (SEE S3000 SZEI. CONCRETE FOOTINGF FLOOR PLAN) 3000\SF SOIL\/ \ \ ON FLOOR PLAN / / , DATE: 10/7/19 t r 1 \\� .. %-. j\\j\\j\\�\\�\\�\\�\\�\ :.:y f; \\��\\��\\��\\��\\��\\\\\\\\ :• •• r�° �n'° gr SITE: TYPICAL FRAME /\///\/////\//\\//\\//\\//\\//\\//\\/\ \ \ \ \ \ \ \ \\//\\//\\//\ <. a ` SECTIONS AL I SECT 10 N ii \%i\%i\/%\ \ \ \ \%i\/ TY P S E C T I O NA M E (ENDWALL VIEW) (SIDEWALL VIEW) SCALE: 1/4" = 1'0" SCALE. 1/4 = 1 3 " 0t' BUILDING DESIGN NOTES AND DETAILS BUILDER A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR (OPTIONAL) 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. 9 NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS m a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. xulcBUILDING USE= STORAGE A4.2 FOOTINGSIV USE GROUP=U d STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT ?,rl EXPOSURE CATEGORY= C d FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS-5B UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=11,880 DESIGN A4.3 FRAMING BUILDING VOLUME (CU FT)=300,560 Lv o E LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. a: c LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH .o YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. Q) > — E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF 0 Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. c c USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. Q c o' SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES Y J A4.4 ROOF TRUSSES cn a ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: Q o o COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT CODES ( o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA: E SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) () & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) J Q A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) 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) Z Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES C7 W p A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR W W EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN W O REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND O O = FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. O O TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: C (j) SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY O' r 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 11" STRUCTURALTIMBER IS 1 PER z" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ALL INFORMATION SHOWN ON THIS DRAWING IS 1HE TRUSS CARRIER CONNECTION TO POST: i>�"x4" GRK RSS STRUCTURAL SCREWS. SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. POLE BUILDINGS THIS DRAWING MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35° SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRODUCED WITHOUT PERMISSION BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER ARE RESPONSIBLE NOT APPROVED BY A CERTIFIED ENGINEER. TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ,sa �'z;c�fi DRAM BY ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED " REVIEW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTEDREVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. �+iLc�s METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT °- ", rx EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE- 10/7/19 . BOTTOM EDGE OF STANDARD ROOFING MATERIALS. �4 ,, �'�tI SITE: ' 19 ° a DETAILS -� 4 . 4 SEQN:162005 COMN Ply: 1 Job Number. 22072 Cust R 6697 JRef IWSV66970013 T14 FROM Qty: 20 Shirk Pole/Oregon Rd DrwNo: 050.20.0718.30543 Truss Label: 30A/Com/60/412 / SLS 02!192020 i_ 20'5-1/4"i i 30' 39'6- /4" 49'1-7116- 6`2-1111 r 841/2" 3'2-1/4" 3'4116" 10'10 9H6" 14'2-r5/8" 237-1/2" 1 36'41/2"i 459 3/6" 60' r• 10'10-9/16" r 3'4116" 3'2-14" r 6'41/2"� F 6'2-11/16 10'10-9116" =H1F10 z6X 4 6X8 T3 T 12 o6XS E G =6X8 4 p D H s 6X8 6X8 �n ���4X4 C (a (a) I 104X4 ro B (a W (a) (I (a)W7 J W A W1 K 7.» S R Q B2 P O N 3 M L =SS06 5('7 SS0615('7 =5550612 X 1115X8 =H0510 1115X8 -SS=_5 60' 12'9f/2" i�-112" 10'3-3/16" 5'813/1 5'813/1 10'3-3/16' 1 -112" 12'9-112" r 12'9-1/2" +1• 24'3 3/16" 30' 35'8 131 6"I 46' 4 2-1/2" 60' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria I ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.2 CAT:II PP Deflection in loc IL/defi L!# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:25.2 Ce*1.0 VERT(LL). 0.935 N 765 240 Loc R4, /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.417 N 505 180 S 5465 /- /- !2369 /1516 /567 BCDL' 5.00 Risk Category:II Snow Duration•1.15 HORZ(LL)-0.322 L - K 5465 1- /- /2369 /1516 /- Des Ld: 45.00 EXP:C Kzt NA HORZ(TL):0.487 L - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 20.00 ft Code/Misc Criteria Creep Factor.2.0 S Brg Width=8.0 Min Req=4.5 TCDL:3.0 psf K Brg Width=8.0 Min Req=4.5 Soffit 2.00 BCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.938 P Bearings S&K are a rigid surface. Load Duration.1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.955 Rep Fac:No Max Web CSI:0.869 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:6.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:2(0)/2(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi'0.18• Plate Type(s): Wind Duration:1.60 188S,WAVE,HS VIEW Ver.19.02.028 3122.16 A-B 7327-13948 F-G 5808-10078 Lumber Wind B-C 7149-13206 G-H 5783-10246 C-D 717413030 H-1 7174-13030 Top chord:2x8 SP 2400f-2.0E;T3, Wind loads based on MWFRS with additional C&C D-E 5783.10246 I-J 7149-13206 T4 2x8 SP SS Dense; member design. E-F 5809-10078 J-K 7327-13948 Bot chord'2x6 SP 2400f-2 OE;B2, B3 2x6 SP SS Dense; Additional Notes Webs-2x4 SPF#11#2;W1,W8 2x4 SPF Stud;W2, Refer to General Notes for additional information Maximum Bot Chord Forces Per Ply(Ibs) W7 2x4 SPF 2100f-1.8E; Chords:Tens.Comp. Chords Tens. Comp WARNING.Furnish a copy of this DWG to the Bracing installation contractor.Special care must be taken A-R 12996-6613 O-N 8143 -3816 during handling,shipping and installation of trusse . R-0 10697-5322 N-M 10697 -5309 (a)Continuous lateral restraint equally spaced on member. See'WARNING"note below. Q-P ' 10697-5322 M-L 10697 -5309 P-0 8143-3816 L-K 12996 -6627 Plating Notes ('•)2 plate(s)require special positioning.Refer to Maximum Web Forces Per Pty(Ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. B-R 1097-1442 F-N 2809 -1451 Purlins R-D 2183-1222 N-H 1597 -2534 In lieu of structural panels or rigid ceiling use purlins O-P 1597-2534 H-L 2183 -1222 to laterally brace chords as follows: P-F 2809-1451 L-J 1097 -1442 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 30.00 N F N r TC 24 30.00 60.00 BC 59 0.15 59.85 ER Q Apply purlins to any chords above or below fillers �~ at 24'OC unless shown otherwise above, Loading r° z Bottom chord checked for 10.00 psf non-concurrent ` bottom chord live load applied per IBC-15 section 4. 1607. 61641- Truss designed for unbalanced snow loads. '°ESS1 S� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALL ERS �russes regluire extreme care in fabricatin�,S(landlin sh�ping,installing and bracing.,Refer to and follow the Is est edition of SCSI(Budding omponen Safety Information,by TPI an BCA)toy ea ety practices prior to performing these functions. Instal ers shall provide temporary bracingSer)3CS1.Unless noted o"thenvise,top chord shall have properly attached structural sheatf)ing and bottom chord shall have a properly attache n id ceding Locations shown far rmanent lateral restraint of webs shat have brac'mg ms lied per SCSI sections 83,87 or 810, _ as appllceb�e Apply /ales to each face ot�truss and position as shown above and on the Join�Details, unless noted otherwise. kefer to �^ , drawings 160A-Z for s�andard plate positions. �LPP��NN Alpine,a divfision of ITW Bulid n Components Group Inc.shall not be?esponsibie forany deviation from this dra n9,any failure to build the Airnwrawun• truss in con ortnance with ANS(I�PI 1,or for handlin shippin ,Installation and bracing of trussesA seal on thi Drawing or cover pa 13723 Rive ort Drive Iletin this drawing indicates eccep�ance of progesslona engineering esponslbjlity solely for the des n shown. The suitability � and use of this drawing for any structure is the responsibility of the gu�lding Designer per ANSIITPI 1 ec.2. Suite 200 For more information see This'b's eneral notes e a and(hese web sties•ALPINE-www al ineilw corn 7PI.www t inst o ;SBCA•wwW shandusl corn•ICC www icesafe o Maryland Heights,MO 6304 COX LAIC l ^o F OF JEANNE M. GRACE �. LAND 10 0-083-03-004.5 COMMERCIAL SITE) ' LAND N/F OF NORTH FORK RECYCLING INC. 'Coll ( 1000-083-03-004.7 (COMMERCIAL SITE h 3 Oi x i I S 46.24'50" E 473.19' 0 6' CHAIN LINK FENCE o S 47'01'00" E 337.86' oz WATER SERVICE h c0 W W J90 W 933 M L.P. PROP. Cli QVF ®EXP. J s 38.7' EXISTING 30.6' WATER SERVICE I� 198.1' 198.1' W L.P. W `Oo p BRICK a co `6 a 0 3 STEPS C zS`° M S.T.A� w 1 STY. 1 STY. Q .off R.O. n rn o. STORAGE WAREHOUSE BUILDING rn STORAGE WAREHOUSE BUILDING rn L.P. �o• o F.F. EL. (56.5) (SLAB) o F.F. EL. (56.3) (SLAB) s s' 0 16.0' s (DRY BUILDING) (DRY BUILDING) pas to--; 7,ONT h� BRICK 1.4 SLATEJSTEPS .6' PATIOR.O. M o m 1 STORY ^ 6.6 o S.T. a FRAME 10 fO vWio OFFICE �o ,6 n UQ ��h F.F.EL. 60.9 198.1' 198.1' r`V �o° 21.6. z a 30.3' o tQCb b CONC. C4 W 70 0, /1r"'^O'� ) a� O 3 a o 159.9 O Q� Q ASPHALT DRIVEWAY N �Ci ��CZ t�0 CONCRETE FOUNDATION °' lb v, CONCRETE FOUNDATION o o 0 0 i �� _ T.F. EL. (55.4) (SLAB) `° o T.F. EL. (55.5) (SLAB) °Q) (Q �� (DRY BUILDING) (DRY BUILDING) o�^� O 01 O� 246,159 S.F. OR ��,o°°Q��' Q \ ^ 5.65 ACRES o �P o4 ^ 159.9' 35.0' 199.9 Q� Qui Q �cpi• 4Qi hQ' O N ' o A G _ /9N h'?p 35.1' 00 199.9' 199.9' OQb O 0) •'��^N 0, CONCRETE FOUNDATION o cn �, CONCRETE FOUNDATION O -1aN o T.F. EL. 55.0 SLAB O �_� 67.0' O T.F. EL. (54.9) (SLAB) � ( ) (SLAB) Q � N 4 '03' 0" 233.52' (DRY BUILDING) (DRY BUILDING) 3 BLOCK RET. WALL w CONCRETE 0 00199.9'199.9' "s POTATO BARN O M h � o LAND N F OF WJF FARMS LLC ;n h� 1000-083-03-005.2 o (COMMERCIAL SITE) O d W - - - - - - - zz N - DEPARTMENT APPROVA Waoo zo�W� z�oo N 46"03'00" W GRAVEL DRIVE 560.89 LAND N/F OF F. McBRIDE & SONS 1000-083-03-006.1 (LANDSCAPING & CUL TI VA TED FIELDS) km, AS--BUILT SURVEY OREGON WAREHOUSE STORAGE SITUATED AT CU TCH OGU E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: j KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SURVEYING AND LAND PLANNING P.O. BOX 946 \� OF NES 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SUITE D RIDGE, N.Y. 11961 REVISIONS: _z SCALE: 1 =30 - DRAWN BY: KAK UPDATE AS-BUILT 9/14/2020 DATE: SEPTEMBER 2020 CHECKED BY: KHB DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 C ' ;`.:r' ES Oma'LY WITH ALL COD13 El DAA i^��GJw�E f�:.''r4! Y�L'R'< STATE & TOWN CODES QiGiovanni � `{ F; ' H'--,U1RED AND CONDITIONS OF �,� _ ,� Associates - ^ � � JLU I UV IV do ® — ------ OF FpUg��N ppQR SOUTHOLD TOWN PLANNING BOARD Architects NPS Oil SOUTH ; USTEES DE 1p 26 preston avenue U� "y arab 516sea C 671 tt 362479 ���P SAF �S eT LAND N/F OF NORTH FOR1G REGYGL/N6 INC. 3 b LAND NIP OF JEANNE M. GRACE ed 1000-083-03-004.7 ha 1000-083-03-0045 >X• (COMMERCIAL SITE-WELL WATER) �� ��T 0e. � (COMMERCIAL SITE) fax(516) 759-7138 PROP, 6' FENCE 5 46024'50" E 473,1q' O F IL O b'CHAIN LINK FENCE U- O Iq-I IO a 33 .86' m 5 4Z°01'00" E --7 ES O�v Q'0 It , / LL F REG!, T b'PVGE FNCE U u.r x x_E x x x � kQ M qct x ry x 4'CHAIN LINK FNC. co IL d GATE LU J x w LL x In _, \ D y O V = i, ry0 V \ \ (t1 F z J d A. a Q \\ LL x N T EXISTING 30b' 3 2 w � a' IQ8.00'' IANDEANKEC�, V W WATER SERVICE / / \\ U EX �Lv I I I / YORK 3 IV a / / I / 5 NG x PHAS I PHA I 15ORY 1 FRAME BUILDING i BUILDIN5 2 — -I- 15 5 U PROP05ED 1 5TORY PROPOSED ISTORY E D R.FEL.66.3 / �� , x I � 0 Q $ MINI 5TORAGE BUILDING $ MINI 5TORAGE BUILDING \ s GATE 4'G.L.F. Q-x O 11880 sf 11880 5F I / a1 x '-X O r' \ °o GONG.WALK Q Gp 5-I, Const Glass 56GG Gp 5-I, const Gloss 5b L i\ 1.4 SLATE in \ \ / i�.s S. ... �Om o O ESTORY x (dry building) FF el = 57.5 (d building FF el = 57.5 \ ^� '� Ib PATIO j �1� E �m bb' FRAMEGARAGE J \ \ "'01 - � � NGL05E U MO S E PATIO 6 3ry Q� 21.6' —LX—X J 30.3 x x \ \ \ \ If -,. PROP.WATER SERVICE WALK x PROP. PROP, LKEYPA �- SIGN — — — — — — — — — — — — — x 160.00' 200.00' 3 ANDBANK LU If SPACES i i I I Q o D o PHA5E 2 I I / ?�r d a` 4. ® O�Q ASPHALT DRIVEWAY n I PHASE 2 I / \ �N r . x"'" FUTURE BUILDING 4 I- } - Q� \u �� o" a°0 I FUTURE BUILDING 3 I I PROP05ED 15TORY I �.\ / �k ��T, F:_I^c_.; `? ..c� 4 Q �ry Q" PROP, I O PROP05ED 15TORY $ MINI STORAGE BUILDING v �,� "'- w +u i ro ® MINI STORAGE BUILDING I I O i I / �\ 0� I r ' 0 u KEYPAD O ® PROP. POST RAIL FENCE x I x600 sF I I 12,000 sf �,� I, cam' Oc6 Gp 5-I const Glass 5b I L J _ iV x x x x *rye \� x x x x6ATE x x x I Oce Gp 5-I, const Glass 5b I I (dry building) ff el = 57.5 "I (dr building) ff el = 51.5 F I I I 1 U `Q3 `® .� °oo � � i filed under separate application I I filed under separate application I � \ \ \ d\�T? ANDSGAPE �:� P 4 ?� AREA \,, 10 \ I ' UJ V 5 LANDBANKED N — — — — — — — — — — — — — — — — — — — — - - I — �� \ oQ — 200.00r 200.00' d w Q 49 I PHASE 3 PHA5E 3 Win w I FUTURE BUILDING 5 I I FUTURE BUILDING 6 1— +Q n 3=m PROP" SCREEN PL�.NTINGS I o PROPOSED 15TORY O PROPOSED 15TORY N. „ry Z ,� �� \ n 9\i ° LL 1 MINI STORAGE BUILDING I I o MINI STORAGE BllILDING x o I I 12,000 sf i Q�0 p N 4 °03' O" 233.52' PROP, 6' FEh�E P� \ Q I Occ Gp 5-I��on t Glass 5b I i Occ Gp 5-1, Const Glass 5b I L N \� BLOCK RET.WALL J I (dry building) ff el = 57.5 I 1 filed building) ff el = 57.5 I `\ 'll(�< ( filed under separate application I I ed under separate application " - 14 CONCRETE POTATO EARN -1Z LU� w L J L / LAND NIP OF NJ=FARMS LLC 0 (COMMERCIAL 517-E) I I I I I I I I 1 I I I I I I I I I � _AIL_ 1P LANDBAN9ED 5PACE5 o Z w a PROP. 6' FENCE o 'tq rzuoo foo N 46003'00" W 560.Sq' GRAVEL DRIVE 51 TE PLAN R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEMENTS WILL BE PR05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMEN51ON5 AND SHALL BE RBPON51DLE FOR FIELD FIT AND QUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE GENERAL NOTES ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART, 1, Contractor,shall veriF9 all dimensions and conditions in Field and report any discrepon0es to Architect beFore commencing 2. All construction and materials to bo in accordance with New York State Building Code and all local codes and GOX5 LANE regulations Go 3. All electrical work shall comply with New York Board of Fire Underwriters requirements. Electrical contractorshall submit MULBERRY 5T, Unit 2 certlPicate Prom above agency, 4 � 4, These,Plans compiy with 1016 New York $tate•Energy Conservation Construction Code Mini Storage 5:Contractor shall verify location of all utility lines,and report to architect any condition not consistent with drawings 0 v 6, Clrowin s arc not to be scaled,use dimensions onl , Each contractor,shall be held responsible for his work,and 9 y P � PROJECT LOCATION D discrepancies shall be called to the architects attention, 0 Q 7, Plans,details,and elevations shown indicotc intent and duality level. Provide all supports,bridging,blocking,and TUTNILL connections 05 required �� w ROAD 11900 Oregon Road 8, Electrical Contractor to File,as required in order to obtain approval inspection and sign oPF's From the,local jurisdiction For ail required work Q J Cutehogue , NY 9, Fire Alarm Contractor to File as required in order,to obtain approval, inspection ons sign off From the local jurisdiction For,all required work iY D g 10, Contractor to obtain all permits For,construction and obtain all required inspections and sign-oFF's as required by local Q p authorities 11, All Footings to be on undisturbed soil (2 ton Min) and shall be 4000 Ib. concrete d J 0 COMMERCE <E"4( MAP I I P �° PLAN 12. All slobs on grade to be on-.2 ton min, soil (typical) DRIVE 51I E PLAN 13, Contractor should submit Certificates of Insurance's prior,to commencement of any work(Liability,workmen's nts compensation,builders risk and Fire insurance), 14. Doors to have commercial grade levered hardware,or,manufactured by Schloge,D series Sparta design uon, DEPOT LANE 15: Security cameras to be selected under,seperote contract MIG). 3/25/20 DATE Aml A5 NOTED 5G ALE I OF 5 DRAWN BY GHEGKED BY Old Iq8'-0" DAA 13 4'-0" 8'-0" 8'-0" 514" 1,3'-6" L 8'-0" 8'-0" 8'-0" 6'-0" 20'-6" 5'-6" 8'-0" 8'-0" S'-0" 8'-O" 20'-6" 3.4. V.O. D i G i ova n n i & 8'-0" 4'-0" 2'-3' Associates Architects - - -- -- -- - - - - - - - - - - - - — 7 - - - . - - - - 7-- G - - - - - - - - - - G- - C - - G 0 -A- - - - p�- - - - - o o -�,- - - - -per - - - -x - - - - - - - A —g-- -E- -A- - - - -A- - - - - A - - - - �,,— - - - - - - - - - - - - —f,- - - - - A - - - - --A- - - - -A- - - - - � - - - - - - - - - - - - - - - - - - - 1 I 26 preston avenue _ BI EDGE OF CONCRETE sea cliff, ny 11579 SLAB(TYPICAL) (3)2" x 8" all-LAM 0 (516) 671 - 3624 m B �OP) ® SIDE WALLS 1 fax(516) 759-7138 50'-0" 148'-0" I 0 aQ1 `� I I Iq-110 BI Ig C REGIS b I I LINE OF 2" RIGID INSULATION RUN I pAVlpr" q 90 I 2'-0" HORIZONTALLY and VERTICALLY(TYP) d) 1 I dJ I55UEE12 � B b" SLAB ON GRADE OVER CRUSHED STONE W/ (3)2" x b" GLU-LAM (3)2" x b GLU-LAM W2A X W2A MM ON b MIL. POLY VB(TYP) P05T 0 GABLE EN05 `z o P05T 6 GABLE EN05 (TYP) (TYP) I B I I EDGE OF NON BEARING WALL ABOVE (TYP) Q, I 1 ■ I b I I I I � (3)2" x 8" GLU-LAM I iq POST 0 51DE WALLS I• Bl (TYP) 1i I o I- - -A- - - -A— - - - - - - - - - - - - - 0 - - - � -- - - - ,4 - - - - �- - - �- - - - - - - - - - - - - � - - - � - - - - � - - - - �,- - I m - - — - - - - - - - - - - - - - G — — ®- -- ® - - - ®- - - - - - - - - - - - -8- - - - - - - - �- - - - - - - - - - - - -�- - - ■ - - - - - - - - - - - - - -�- - - - - - - - - 0- - - ■- - - - - - - - - - - - - J- - - - - - 0 -O" 20'-b" b'-0" 11-61, 8'-O" b'-0" 20'-b" 6'-0" 1'-6" S'-0" b'-0" 20'-b" b'-0" 1'-6" 8'-0" b'-0" 20'-6" 5'-b" b'-D" lab'-o° EOOTINO 50HEPULE A = 15"41 x 1'-0" CONCRETE FOOTING TO 4'-0" MIN, BELOW GRADE (0 51DE WALLS TYP) B = IS"m x 8"CONCRETE FOOTING TO 4'-0" MIN, BELOW GRADE (6 GABLES TYP) I OU I [V A T I O I V FLAN G = 364 x 1'-0" CONCRETE FOOTING TO 4'-0" MIN, BELOW GRADE (® 51DE WALL5 TYP) GENERAL NOTES FOUNDATION NOTES I, ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND 51DEWALK5, I. ALL FOOTIN05 ARE TO REST ON SOIL HAVING A MIN.SAFE BEARING CAPACITY OF 3 TONS PER SQUARE FOOT, 15, COARSE AGGREGATE 51ZE SHALL BE NO,51 OR LARGER.CONTRACTOR SHALL SUBMIT MIX DESIGN5 FOR REVIEW PLACEMENT OF FOUNDATION CONCRETE ON 50IL SUBGRADE 15 SUBJECT TO SPECIAL INSPECTION 2. 150LATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT,CONCRETE MIX DE516N SHALL INCLUDE pE516N FOR SHEETING 4 BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HEIGHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER ALL STRENGTH DATA NECE55ARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL OR HIGHER ELEVATION THAN SHOWN ON THE PLANS, BATCH OR FIELD EXPERIENCE METHOD, INSPECTION 4 PAID BY THE CONTRACTOR, 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THIGKNE55 5HOWN ON THE DRAWINGS ON VAPOR 2, PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN 5TREN5TH AND WALL5 ARE PROPERLY SHORED OR BRACED. BARRIER. ACCORDANCE WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 4, EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TOZ(HORIZONTAL)SLOPE WITH 11, VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THIGKNE55 OF 8 MILS(.008), FREE OF COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION,ALL PERSONS RESPECT TO ANY ADJACENT FOOTINGS, PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVERTED POROUS FILLING ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.ALL JOINTS SHALL BE LAPPED 12'' AND AND TAPED. RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 5, THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS.b. THE DE516N OF THE FOUNDATION 15 I8, PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO HOURS PRIOR TO SUCH COMMENCEMENT." BASED ON SOIL INVESTIGATION, 15%OF MAXIMUM DENSITY IN CONFORMANCE TO A5TM 01551-66T,MATERIAL SHALL CONSIST OF HARD, CURABLE PARTICLES,FREE OF ORGANIC MATTER, RUBBLE AND ALL DELETERIOUS SUBSTANCES.MAXIMUM PARTICLE SIZE 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN CONCRETE NOTES SHALL BE-2",10%TO 60% BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PA551NG THE ACCORDANCE WITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE No.bO SIEVE,AND NOT MORE THAN 10% WEIGHT PA551% THE No-200 SIEVE. ISSUED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 1, ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE(AGI) 318-2011, A. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO REV 1 5 1 O N 5 APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING 2. ALL CONCRETE, EXCEPT AS SPECIFICALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE ONE-THIRD THE THICKNESS OF THE SLAB, THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE LOTS,BUILDINGS AND SERVICE FACILITIES WHICH NIGAN ULTIMATE COMPRE551VE 5TRENGTH A5 LISTED BELOW: ONE-THIRD THE THIGKNE55 OF THE SLAB, FOUNDATION WORK OR EARTHWORK OPERATIONS,"MAY BE AFFECTED BY THE PROP05ED HAVI20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT d INSERTS. -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT, 4000 P51 NORMAL WEIGHT b"x 8" GLU-LAM POST THESE PLANS ARE AN INSTRUMENT OF 5ERVIGE AND ARE THE 4, NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS INPROPERTY OF THE ARCHITECT,INFRINGEMENTS WILL BE -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT (TYP SEE PLAN) ACCORDANCE WITH THE NYS BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE -SLAB ON GROUND 4000 P51 NORMAL WEIGHT 2" X 4" WOOD GRIT PR05ECUTED, GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS -FLOOR SLABS 3500 P51 LIGHT WEIGHT ®24" 0/0 (TYP) CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND BEEN ISSUED. DIMEN51ON5 AND SHALL BE RE5PONSIBLE FOR FIELD FIT 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE SHOWN OR SPECIFIED,SHALL BE .28 a METAL AND QUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE DEFORMED IN ACCORDANCE WITH ASTM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF bOp00 9 5, ALL V40RK PERFORMED IN CONNECTION WITH 5HEETING,BRACING, EXCAVATION SHALL ADHERE TO P51 SIDING (TYP) 2" RIGID INSULATION ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REGULATIONS OF THE 4, REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, NEGLECT ON H15 PART, NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 PSI, SKIRT BOARD ® b" CONCRETE PERIMETER (TYP) SLAB (4,000 P51) b. PRIOR TO COMMENCEMENT OF MASS EXCAVATION, THE ADJOINING PROPERTIES,AND STREETS 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 10,000 PSI, SHALL BE VISUALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT b. MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWISE SHOWN,SHALL BE 3/4"FOR SLABS AND INTERIOR PITCH MONITORING • < , A ° 4 Unit 2 Go MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF FACES OF WALLS, I-I!2" FOR BEAMS AND GIRDER5,2' FOR EXTERIOR FACES OF WALLS,5' FOR FOOTINC75 ANp RA _ _ — ° °I _ a—III—III-III= DETERMNING CONSTRUCTION-RELATED EFFECTS.REPORT WITH PHOTOGRAPHS SHALL BE OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIREDI- -I II I—I I I—I I I-1 I 1=1 I 1=III=PROVIDED TO ARCHITECT IN TRIPLICATE COPIES.A PRECON5TRUCTION DAMAGE CONDITION PRELIMINARY TEST(PER NYC6C) HAVE BEEN MADE AND APPROVED. 1 _ MiniStorageSURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,ANp � I—I —I I—I TWO GO'IE5 SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE• 1, ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION,CONSTRUCTION -1 I — —I —III,. ., t .:.: ;=1 =III= 1=1I I I—I I -1 1- I•'' , •III—I —� JOINTS,SUCH A5 DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN 1•.. •_ ,—I =I I= REINFORCING SHALL RUN THROUGH THE JOINT, ROUGHEN AND SCARIFY JOINTS TO EXP05E AGGREGATE FOR —III—III—IQ I•. . .` _ =1 1, ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR _ _ _ 11900 Oregon Road OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE CHEMICAL BOND.WET THOROUGHLY AND SLUSH JOINT WITH 12 MORTAR, I/2"THICK,NOT MORE THAN 5 MINUTES —I (_� I —III-- OMPAGTED 501L EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION, THE ELEVATION OF THE BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. III—III—III I -- ;: ;I —I 1= (Trp) —III—III—III=' - •a •—III=�I WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED 6. ALL OPENINGS IN FOUNDATION WALLS,UNLE55 OTHERWISE SHOWN,SHALL HAVE(2) �b BARS ADDITIONAL ON ALL 1—I 1—III ° ° ° I I 1—I 11= CUtchogue NY 50 A5 TO PREVENT DISTRESS TO ADJOINING STRUCTURES. SIDES AND SHALL EXTEND-'-6" BEYOND EDGES OF OPENINGS. =III—III=III=. o =I -1 —III—III I 1 CONCRETE FOOTING Q, THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, I —I --_ _ _ = I I- 8. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE SUBGRADE -11 1—I I1-11 —III=III=III—III—III—I SIZE VARIES SEE SLEEVES,OPENINGS, INSERTS,ETC.A5 REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS _ FOUNDATION PLAN OF THE EXCAVATION,ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER, I =III= — VARIES I= —I OF EACH SHIFT,TO A55URE INTEGRI TY,PRIOR TO PERMITTING WORKMEN TO WORK -I I i I I I SEE PLAN- ( I FOUNDATION PLAI `l WITHIN ANY EXCAVATED AREA, 10, ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. I L11 -- —I NOTES II, ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILING MANUAL DETAILS 4. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT (LATEST EDITION). � }�' REQUIRED 15 FOR THE CONSTRUCTION OF THE PROJECT, IF A SHEETING OR BRACING 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SEG I•'I O I V SYSTEM TO BE UTILIZED,THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR SECURELY WIRED TOGETHER, IN ACCORDANCE WITH GR51 -MANUAL OF STANDARD PRACTICE"(LATEST EDITION), I L- REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK, 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4"UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE A-I I/2" 10, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBGRADE CONDITIONS PRIOR SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH AV TO START OF WORK. THESE DRAWING5 DISCOUNT UNDERGROUND WATER CONDITIONS RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8". D A T E (PER REQUEST OF OWNERS).UPON COMPLETION OF EXCAVATION. 14, CONCRETE EXP05ED TO WEATHER SHALL BE AIR-ENTRAINED,AIR CONTENT SHALL BE BETWEEN 4 AND 6 PERCENT, A5 NOTED SCALE 2 OF 5 DRAWN BY CHECKED BY dd DAA Iq8'-0" ® El 25'4" 0' 6" 3q" 4'-0" 3514, 0' 6" 43'-620� b.1 4'-0" b'-OV.0" 5'-q" 51-61 11, L8'-0" V-0118'-0" b'-O" 28 go METAL SIDING ON 5'-6" 8'-O" V-0" 8'-O" 8'-0" 6'-0" 6-O 8-02 3-q 5-O" 44" D i G i ova n n i &2Associates '- 2'-3 ' ' 2" x 4" GRIT5 6 24" 0/G (TYP ALL WALLS) Architects 20'-0" x 14'-0"h DOOR 20'-0" x 14'-0"h DOOR 20'-0" x 14'-0"h DOOR (ELECTRIC OPERATED) � (ELECTRIC OPERATED) (ELECTRIC, OPERATED) O 26 Yeston avenu 1z 1zI I EX LT 3'-6" x 6'-8" sea cliff, ny 11579 I I qp INSULATED DOOR516 671 - 3624 EX LT (TYP FOR 3) fax(516) 759-7138 m by o O 50'-0" 148'-0" Iq-I10 REG/,3 I I � pFvioq '90 �J ay a h{ b O 0 m o � G 5 HR RATED FIRE WALL 5TORAOE AREA I I 6" METAL LAYERS 51U05V ® I6" o/c 5TORAOE AREA � Girt o w z - I I I^U(3) LAYERS y" TYPE "X" GYP, BD w !z F Qi m _, O 3,000 sF/500=6p EACH 510E (TYPICAL) 6kw 5f/500=0p m O � p J UNHEATED UL DESIGN x U435 UNHEATED J _ 0 ,� � 3 O i551JED Ck - LU MOO m = � w m = w Q � OJ Q �? OJ w a �r m PROVIDE TRU55---� � :;r 6 Q � g EACH 51DE OF FIRE WALL (TYP) Qi I I b O SMOKE TIGHT .TINT V ® WALL 4 ROOF (TYP) o I ep Lr ZZ �n 74- (ELECTRIC, OPERATED) (ELECITRIG OPERATED) (ELECTRIC, OPERATED) (ELECTRIC OPERATED) 20'-0" x 14'-0"h DOOR 20'-0" x 14'-0"h DOOR .20'-0" x 14'-0"h DOOR 20'-0" x 14'-0"h DOOR \ 514" 6'-0" 6'-0" 6 6'-0" 6-0" ?'-6" 8'-0" 6'-O" b'-0" T'-6" V-0" 6'-0" b'-O" 5'-0" 4'-q" IT-q" 20'-b" 21'-b" 20'-6" 21'-6" 20'40" 21'-6" 20'-6" 1514" Iq8'-D" 28 go METAL SIDING ON .2" x 4" GRITS 0-24" 0/0 (TYP ALL WALL5) • , FLOOR PLAN BUILDING5 1 8 2 1/5" = 1'-0" ROOF GONSTRUGTION: 28 go METAL STANDING SEAM ROOFING Y ON 2" X 4" WOOD PURLINS a 2'-0" O.G. OVER PREFABRICATED WOOD TRUSSES ® 4'-0" O.G. EXTERIOR WALL GON51RUGTION: 25 go METAL SIDING OVER 2" X 4" WOOD GRIT5 a 24" 0/G BETWEEN (E3) 2" x 6" or,5" GLU-LAM POSTS (SEE PLAN) 12 12 FOUNDATION 0ON5TRUGTION: 4 � �4 CONCRETE FOOTINGS TO 4'-0" MIN, BELOW GRADE d 6" GONGRETE SLAB W/ 2.q x 2.q I"M ON 6# MIL. VAPOR BARRIER 8 GRADE BASE TO PLATE EL. +20'-0" R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF'SERVIGE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE O PROSECUTED, IY1 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF NORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART, 6" x8" GLU-LAM POST P05 8 TYP SEE PLAN) Unit 2 Go (TYP SEE PLAN) Mini Storage 2" RIGID INSULATION 11900 Oregon Road (TYP) Cutchogue , NY TO lat FLOOR 6" CONCRETE DAFLOOR PLAN `4 TUM EL. +O'-O" SLAB 4,000 PSI l GN ` PI TCH I \ o01Yf / / / / / / / / / 7-717-77/ / i/ / / /• / / /i/ i ✓ / / / ` / / / / / / �i `/ `/ / `/ �% `%a` i i / / / / / Vii % `/ `/ v / /:' �' /`/ �%`% ` i `/ tP //i \\ \\\\\\\\\\ \ xxx \ \\\\\\ \ \\\ \\\\\\\ \ \/\/ ://i//i/1i/,/i/,//✓///!///i/✓/./i/,/i/,/i/./i/li,li/./i/✓/,/i/i/.//.//,;/!i/✓/✓/,�//i//i/✓/,�//i/!//!/.✓/�i./i/✓./////,//////,//////////////////,/ / i / / / / /,/ / , / / / / , / / / / / / . / / / / / / / />i /�i\i _ Am COMPACTED SOIL (TYP) COMPACTED SOIL (TYP) D A T e LN (TYP) I (TYP) A5 NOTED 3 ✓EC I ION SGA L E DRAWN BY OF 5 A-2 1/4" 1'-0" CHECKED BY dd METAL ROOFING(TYPJ L I DAA El 13 E3 n 5 N 5 N d N 5 N 4--0" X 4'-0" WINDOW L 1 D i G i ova n n i & 12 I l2 WEATHER VANE (TYPJ t2 � IN METAL FRAME L2 � L212 AS SELECTED p � L2 � (TYp, ALL SIDES) _ Associates METAL STANDING SEAM ROOFIN ( PJO.H. O.H.` Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 -LL—L -L I I I 1'0 PLATE E:L. +20'-0" Iq-IIO REQ/ST pAV/p F,p G� -a - \h rC O in TO Ist FLOOR ISSUE D DATUM EL. +0'-0" LWALL PACK LIGHTING METAL 51DING (TYP) METAL LEADERS d FIXTURE - SEE 51TE LIGHTING .20'-0" X 14'-O" HIGH GUTTERS 0 40'-O"+- O.G. PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS (TYPJ W/WINDOWS (TYPJ SOUTH ELEVATION A-3 BUILDING 1 d 2 METAL ROOFING (TYP) &L2 JL2 JL2 4'-0" X 4'-0" WINDOW k I2 WEATHER VANE (TYP)2 IN METAL FRAME '� Q 12 A5 SELEGTED 2 2 (TYP. ALL 51DE5) METAL STANDING SEAM0 ROOFING(TYP) O.H. O.H. TO PLATE 0 rn O in TO Ist FLOOR DATUM EL. +0'-0" WALL PACK LIGHTING METAL LEADERS d METAL SIDING(TYP) 20'-0" X 14'-0" HIGH METAL LEADERS d FIXTURE - SEE 51TE LIGHTING GUTTERS (TYP) METAL ROLL UP DOORS „ PLAN FOR DETAILS (TYP) W/WINDOWS (TYP) GUTTERS ® 40-0 +_ O.G. (TYP) 2 NORTH ELEVATION EWILDIN05 1 d 2 I/8" = 1'-0" N 5 u 5 R E V 1 5 1 Q N 5 X212 12 Q 12 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05ECI)TED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND El DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT METAL SIDING(TYP) METAL 51DIN67(TYP) AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. 12 L2 4 � 4 � Unit 2 Go Ilk j TO PLATE TO PLATE EL. +20'-0" EL. +20'-0" Mini S torage 11900 Oregon Road Cutchogue , NY 0 0 TO Is;t FLOOR TO Ist FLOOR ELEVATIONS DATUM DATUM EL. +0'-0" EL. +0'-0" WALL PACK LIGHTING WALL PACK LIGHTING FIXTURE - SEE 51TE LIGHTING FIXTURE - SEE 51TE LIGHTING PLAN FOR DETAILS(TYP) PLAN FOR DETAILS(TYP) 3/ 5/20 D A T E A5 NOTED 3 EAST ELEVATION 4 WEST ELE TION SCALE 4 of 5 EWILDINC55 I d 2 I/8" = 1'-0" t-3 WILDINC75 18 2 1/5 = 1'-O" DRAWN BY CHECKED BY dd 13 13 DAA DiGiovanni & Associates Architects Nm � 26 preston avenue LAND N/F OF NORTH FOR1< RECYCLING INC. sea cliff, ny 11579 LAND N/F OF JEANNE M. GRACE /000-083-03-004.7 1000-083-03-004.5516 671 - 3624 �� (COMMERCIAL 5/TE-WELL WATER) (GOMMERGlAL S/TE) fax(516) 759-7138 a� 473.Iq' 33-f.86' v"I W % OA OA OA OA DA OA OD OA OA OA OA OA OA OA OA OA OA OA OA OA x OA OA DA OA OA OA OA 0.1 O,I `OJ J D.1 �I 1 0.1 O.1 A I 1 OJ OJ OA J I I I I OD A I0.0.. -� I P P F I ��i b'�NA�r L NFEFG� p x .i � REG:��, Z x b'PVG FENCE x z X LL 4) 01 Pc o.2 Pc OZ Fc 0.2►c os Pc o1 Pc 0,2 rc O Z rc N W CHAIN LINK FNG. 3 \ \ /y, • b GATE x x x x I,O rc IA rc IA Pc IA Pc IA rc IA rc IA Fc L PcN V u, Ux w ZJrc5A PcSAPc Pe fl c OQ' a Q V w IL x �7 N EXISTING /30.6'i '� 0 wArER sERv1G o.I Pc p / / / 00 18.00 148.00 / 3 AND�AN 0,210 00 o > /1 STORY FRAME (3 PROPOSED I STY, 0 Q DWELLING � PROPOSED I STY. , + \ o ? 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POST 4 RAIL FENCE / /X1600 5F, / � 0 6 x x x x z x x x x x x i� / v / 12,000 S.F./ L �O ry =� � GATE40 +I /(DRY BUILDING) (DRY BUILDING) \ \ 00 0 0' f7 0�? �/►® OQ o0 2U� ► / O.1 Pe ,I 0.1 to 0.1 vyIT '06 �� ' �\ AND5CAPE 0.2 Pc os Pc 0.2 Fc sA Fc o. F 0.2 rc 0.2 Pc 0.2 Pc lull, 04 2Q 2�? AREA %'fly\ IA Pc IA Pc IA PC Io rc 1.0 Pc I.o Pc Fe Pc 10 rc IA rc 1.0 Pc SA Pc SA rc 5A rc SA rc D�A ED \ / SA Ic SA Pc 5A tc vId 09 !(2 ` � .200.00' i O.I 1 OPOSED / 1� PR/�D I STY, 0 I STY, + / \ w / AGE BUILN \ 0 O Q 3=rn PROP, SCREEN PLANTINGS OfZ`AGE BUI Hf�SE 3 (Blp� ) b b 4 ° �ySE 3 (BIG1 b b u o \ o o F.F. EL, (5'1.3) F.F. EL. (5"1.3) / `� Q OA OA OA O OA OA 00 OA OA OA OA 00 O 0 OA OA OA OA OA OA 00 OA O.0 ` ° /12,000 S.F. /12,000 5,F. L 233.52' Q z \� Q (DRY BUILDING) BLOCK RET.WALL O J (DRY BUILDING) a CONCRETE LLI POTATO BARN Q I' I *� ;D \ °0 ° x SA rc SA Pc 50 Pc SA Fc SA rc 5A Pc SA rc 5A Pc \ \ / / LAND N/F OF WJF FARM5 LLC 1000-083-03-005 (COMMERCIAL 5/TE) ° '��1L ` IA rc IA rc IA Pc IA Fc IA rc IA rc In rc LO Ic \ \ /04 �o �N \ O 0.2 rc 0.2 rc 0.2 Pc o Pc I L, DBAN IED SPAG I 0.2 rc I 0.214 0.2 rc o Pc 0 0 \� \ X O.I Pc c x x x �OQ OA OA010 00 0.0 OJ OJ 10.1 011 OA OJ 0'1 OJ 0'1 OA OJ 0,1 0.1 0,1 OA OA OA OA OA 0.1 0.1 0.1 OA OA OJ OJ 0.1 OA OA OJ 0.1 0.1 OA OA 0.1 OJ OJ DA OA OA OA OA DA OA 56o.8a' GRAVEL DRIVE PROPOSED LIGHTING LEVELS (in FOOTCANDLES - TYP) RAB LIGHTING LED MODEL WPLEDIBY 5000K WALL PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE GRADE - HOURS OF OPERATION DUSK TIL 10:00 PM SITE L I C HT I NC FLAN (TYPICAL - SEE ELEVATIONS) 3/10/2020 PER TOWN COMMENTS REV 1 5 1 0 N 5 CALCULATION SUMMARY THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE LABEL GALL. TYPE UNIT5 AVERAGE MAXIMUM MINIMUM AVG. MIN, MAX./MIN. PROPERTY OF THE ARGHITEGT.INFRINGEMENTS WILL BE PROSECUTED. PARKING LOT ILLUMINANCE Fc 2.5 5.0 .01 Q,q4 24,63 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT GROUND 51ON ILLUMINANCE Fr. 1,41 1.51 1,32 1.01 1.14 AND GUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART, .ILUMINAIRE SCHEDULE --.- -_ Sur�a2ch�ount TYPE G2UANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LVD DESCRIPTION MOUNT HEIGHT Unit 2 Go 1 ' Con(ier,•at�on WPLEDIBY 48 WI SINGLE 2,461 2010 .76 ,76 RAB WPLEDIBY 3,000K WALL 15'-0" Mini Storage 1-15LEVOYA 2 1446 15.68 .76 .76RAB H5LEDI3YA 3000K GROUND N/A _ TOTAL LUMENS = 121,020 (ALLOWABLE = 25,000/ACRE 5.7 ACRES x 25)00 = 142,500) 121,020 < 142,500 11900 Oregon Road 'f• •--�'- • 1'1'•11 -, ___ , F, "� RAB WPLEDIBY FIXTURE ARE FULL OUT OFF TYPE FIXTURES ARE CSA DARK SKY APPROVED FIXTURE Cutchogue NY 3 : RAB H5LED13YA FIXTURE ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:07 PM I,,;`s S I TE L I GHT N5 -- PLAN 2 LIGHT DETAIL l/31/201q AM A-I NTS D A T E A5 NOTED 5GALE 5 OF 5 DRAWN BY J Y I3 GHEGKED BY Do