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Town of Southold 7/30/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39802 Date: 7/30/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1250 Elijahs Ln,Mattituck SCTM#: 473889 See/Block/Lot: 108.-3-5.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/24/2017 pursuant to which Building Permit No. 42098 dated 10/30/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Pileski,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED razed Signature o�sU F040 TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y 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#: 42098 Date: 10/30/2017 Permission is hereby granted to: Pileski, Thomas 1250 Elijahs Ln Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 1250 Elijahs Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-3-5.11 Pursuant to application dated 10/24/2017 and approved by the Building Inspector. To expire on 5/1/2019. Fees: ACCESSORY $397.60 CO -ACCESSORY BUELDING $50.00 Total: $447.60 Buil nspector i 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: "s A,h.71�__-7LX- . House No. Street Hamlet Owner or Owners of Property: C [ 5 Suffolk County Tax Map No 1000, Section Block Lot Subdivision /� Filed Map-- Lot: F - Permit No. Og Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: ' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 IIWIZ!t Xfatu { o OF SOU cOUPli'�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] I ULATION [ FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �Avmo ` o I - V Go h v c�/ DATE t'R ye't�' INSPECTOR �,oF souTyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL ! � 6 �6e,. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: KA4 l � DATE g INSPECTOR ' ' ! 1' 4 � 4 _�, +« �:. •;'1 .' '�... - .� tel. - ,I 7' ; '_ -' - '� ` ` .. ' •, , A 11fied'.D'esYgn,A&Iitec ral &,; In in a in'g;,GnoCO - r l -,-f y + �„ter k` . r � ' ..'_ . - - � ,,. '' , - -�. � i , - ° '-i •,, "July 16,” 18- Town 8 Town of Southold -' Building -J.0 U_"Department ' , 2.' 2Q1$?' 7`= •Re_:•Thomas.Pile'ski i�/?,V�' ?QLD 1250 Elijahs Ln � 3.F Mattituck,'NY In- Dear Sirs,,, '. „'� , � � `•,^,._ _• c e I Ain writing`to.coinfirin.and_advise that•the footings for the subj ect fiave.been•completed ; in substantial compliance to my,plans-my I have been advised by1 my representative that the,construction was:done`according;to,the pians,;using,'the-materials'specified, and witriout',substantial dcviation.,; If'the ,,' ,be f urther'questions regarding. :,prof ect;}please-advise,' = Respectfully, ; F''n/�c�, Atlied_D'esign A E:&6u0, P.C: %.`(NIV,&, AO 'Michael I;:11VIcCorriuck;.P.E. ^082 100•S..'Pershin -M 2Bdi - r Morton;'II;.61550 _ 309,.263.4105, FIELD INSPECTION REPORT PATE COMMENTS FOUNDATION (IST) 71 '- y ------------------------------------ FOUNDATION (2ND) �• O ROUGH FRAMING& H PLUMBING Uu � r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS b011-611 Z ®' o z 8�c � 1n.�6711 sS( IM D NOtw TOWN OF SOUTHOLD BUILDING PERMIT ATION CHE T BUILDING DEPARTMENT Do you have or need the-foil mg,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 ,4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined (J (J 20)q Single&Separate Storm-Water Assessment Form Contact: Approved ' '2001 Mail to: Disapproved a/c Phone: ? —Z ✓"011sti j Expiration ,20 - �n ui i nspector DAPPLICATION FOR BUILDING PERMIT F E B 2017 Date [-,3t a , 20 P INSTRUCTIONS 4ans, D�?� a� ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets oT0 ia��� 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.�pon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shalI-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 Ord' a6e h outhold, Suffolk County,New York, and other applicable Laws, Ordinances or Regula i c i ' s, additions, or alterations or for removal or demolition as herein described. The applica R i a ap 'c le'laws,ordinances,building code,housing code,and regulations, and to admit authori spectors on premises and i ilding for necessary inspections. OCT 2 4 2017 ( ign turf pplicant r name,if a corporation) S'� MDING DF71�T. TOWN OF SOUWOLD ZZ�sS" ( oOi 4x.1 ( 7 ZI IFS � (Mailing address of applicant) AJ L4 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises TIA &AkS IFX!&.s�T__ (As on the tax roll or latest deed) If applicant is`a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 15 Plumbers License No. . Electricians License No. Other Trade's License No. L. Location of land on which proposed,work will be done: House Number Street Hamlet County-Tax Map No. 1000 Section .. Block • 7J Lot 5- Subdivision a 'Z &/gLS Filed Map No. 4409 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyll,�b-�qt ( j b. Intended use and occupancy A ADD Z-tZ `-Aa 64EAC- 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost�Z5Fee (To be paid on filing this applic 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. 7. Dimensions of existing -structures any: Front ar De Height Number of Stories Dimep, i, a �' pre with alterationsXdditiins: Front Rea Depth; ` "� Height Numbek6f Stories , 8. Dimensions of entire new construction: Front Rear epth JQ Height Number of Stories C�JFJ+I;— :y 1„- 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P--40 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_ c� -7 13. Will lot be re-graded? YES NO__YWill excess fill be removed from premises? YES NO 14.Names of Owner of premiseseG t,&FAddress Fj-W kg t-, 11.44 Phone No.63(-Z4l -4(OZ Name of Architect 6j Address ulrG�(�Phone No t '-��G/ Name of Contractor ,(D12,� •� -ri Jt � Address L G i)Phone No. w L-7-155;-99q1 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 B REgIGIRE b. Is this property within 300 feet of a tidal wetland? *'YES NO ; * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ' Ej 4 ,awl g 16. Provide survey, to scale, with accurate foundation plan and distances to property lines.''- 1v 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) SS: COUNTY OF 6(, ) 4t" ZA� ".1t.4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of r �-Ltetf V 20� CONNIE D.BUNCH Notary Public Notary Public, ate of New Yo lgn ure is nt No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2�o i ��I. �oSUF�q,� 5TO�R�IM[WA�C']EIK �COI. A. Russell SUPERVISOR z IWAN A. GI]EM[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 2�0 � - Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑M A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑IX C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑L'4 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[;I E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square t feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, — lgnatur-@�XontacWnfor-mation,-Date-&-County Tax-Map-Numberl--Chapter--236=does--not-apply-to-your-=project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. '°: 1000 Date Dntnct NAME 0 ID �Z ^Fmanon Section Block Lot FOR BUILDING DEP:�FT:V1E_N"f- LSE ONU; ""Contact In —L�5' rami,o„r w,x, v Reviewed By: ►� (� Date- Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — Approved for procea�ing Building Permit Stormwater Management Control Plan Not Required ������ �� ❑ Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORNI " SIVICP -TOS MAY 2014 o��SUFFO�,��oG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road < Fax(631)765-9502 C= P. O. Box 1179 _ = Z �r —'Soutt old-NY-1'1971=0959- - -- -- BUIL--DING-DEPAR-T-MENT ---- - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION N. Datq: Owner: Location of Propegy: UA ``�_Lx ,jam Please take notice that the (check appligable line): XNew commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) WecLappli�able_lille): Floor framing, including girders and beams(F)' Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 •d l ti r i 1 y 'r.x�i•."f`itier?�. j ��3�rN�e =.r '"`,'� ��, < a, ,pyo 1`4F5.ry F rrr �i �✓X •t'Y'�f1n �zrix�z,��T� � .. 4 �, t� tom+•'u �: � �,.. � +�,)S 1. 1 nk "1,� \ 'N;t i a k c a1 j sy_rya's tt'3- r E�. x U 5. v�'^E�''�'�e'. "'1-r�n� .� � �y,C ,t �Cef^L.t:Y..`.t' �"..F<�'' 9+�-HL YY h '.n"S i,�z +S+r�+�""`j: � y• �.r'z Y'�vxfs tv, '���4.}�' - V� �t 7 ,.r•.4tr 7 ''� rsf .f - fri j4 .� �' �� o�is`�,+' na 3` � �tr,'.32 �� A'f�'�`��. r ''�• '�,3Y sreRb�. �.t1`v. �g .k -Io l ..� tt..fy. t t rr �' S }y.t'Y J-.r't_ u"Vr!!' �rE r.''c .�''. �.5 f.•s, rt y x ✓..s:f'" rs7,c� wx�va rt�>�x AN t � � wt's^�s� r:'�t•t � �� ^ J!,4 ,.rr•`�, � �, ,�L+ +✓'�"cr. �4��r r L z�fl.'y�s j ,�t7tz, "�y -�'ft!, Kazill �,����Sa�"�e ��rx Y�z.y,�i ��:��� ?�"}�,,";ryz �= �✓y Lt ry,.=. �Y',••s� t�f �i-,Sv„�h�f� t�+. -� 4r�,,. f x ,zc F,�i,.'+.�.r..�+" ,�; �. • ";(♦ � (♦ •. � �:w�y �.0 e1�y °'3tw rx.vl.ri��'�'Xa.2; �-�'x'�f,�z .F�„ f- + ; '. i } ��Yh,"' f e ..i, .'� - .fir i� • .. �. ,I' ��;. a I � r � .- oF so�ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 0, 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 6, 2018 ThomayPileski 1250 lijahs Lane M stuck, New York 11952 ote: Before the Certificate of Occupancy can be processed we need certification from your architect or engineer for the footings on the accessory garage. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 42098-Z accessory garage 4 CERTIFICATE OF LIABILITY INSURANCE P" ;.1"iL01,7 �c/�srzc 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 terns and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. V Aon Risk Services Central, Inc. PHONE (gG6) 283-7122 FAX (800) 363-0105 I Chicago IL office (AIC.No.Ext) A1C.No. 200 East Randolph E-MAIL _v Chicago IL 60601 USA ADDRESS ° 2 I INSURER(S)AFFORDING COVERAGE I NAIC N INSURED INSURERA: Great American Insurance Company Of NY 22136 Morton Buildings, Inc. INSURER Zurich American Ins Co 16535 252 West Adams Street Morton IL 61550 USA INSURER C• American Zurich Ins Co 40142 INSURER D INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 570068956364 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 Limits shown are as requested LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MWDDIYYYYl (MMIDD/YYYYI LIMITS B X COMMERCIAL GENERAL LIABILITY TI-0776=4 10/0 112017 10/01/2018 EACH OCCURRENCE $2,000.000 CLAIMS-MADEX❑OCCUR DA GISEEaocO S1,000,000 PREMS currence MED EXP(Any one person) $50,000 PERSONAL BADV INJURY $1,000,000 to GENIAGGREGATE LIMITAPPLIES PER GENERALAGGREGATE $2,000,000 m PRO- N X POLICY ❑JECT �LOC PRODUCTS-COMPIOPAGG Excluded to OTHER 0 0 n B AUTOMOBILE LIABILITY BAP 9376314 14 10/01/2017 10/01/2018 COMBINED SINGLE LIMIT $2,000,000 u) Ea accident Ix ANYAUTO BODILY INJURY(Per person) Z OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) y HIREDAUTOS X NON-OWNED PROPERTY DAMAGE M ONLY AUTOS ONLY Per accident) „O„ 1= A X UMBRELLA LIAB X OCCUR umB1615023 10/01/201710/01/2018 EACH OCCURRENCE S2,000,000 U EXCESSLIAB CLAIMS-MADE Umbrella Liability AGGREGATE $2,000,000 SIR applies per policy terns & conditions DED X RETENTION C WORKERS ORKSEMPLOSCOMPE SA ION AND WC937631114 10/01/2017 10/01/2018 X TY STATUTE ETH ANY PROPRIETOR/PARTNER/EXECUTIVE YIN AOS B OFFICERIMEMBEREXCLUDED? NIA WC937631214 10/01/201710/01/201$ EL-EACHAccIDENT $1,000,000 (Mandatory in NH) Retro MA,WI, NE EL.DISEASE-FA EMPLOYEE S1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S1,000,000- i DESCRIPTION OF OPERATIONS/LOCATIONS/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 ACCORDANCE WITH THE- POLICY PROVISIONS e oa8 Town of Southold AUTHORIZED REPRESENTATIVE �p 54375 Main Road Southolo NY 11971 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEw Workers' YORK CERTIFICATE OF STATE Compensation b Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Narne&Address of Insured(use street address only) i 1b Business Telephone Number of Insured i 309-263-7474 i4lorton Buildings, Inc. 1c NYS Unemployment Insurance Employer Registration Number of 252 W.Adams Street Insured � wfortou, 11,61550 1>3234Z i 1d.Federal Employer Identification Number of Insured or Social Securiiy Number Work Location of Insured(Only required if coverage is specifically limited to 37-0347310 certain locations in New York State,i e,a Wrap-Up Policy) 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American 'Zurich Insurance Company Town of Southhold 3b.Policy Number of Entity Listed to Box"1 a" 54375 Main Road Southhold,NY,11971 WC 93776311-14 3c.Policy effective period 1010112017 to 1010112018 3d.The Proprietor,Partners or Executive Officers are FXI included.(Only check box if ail 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'1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy), The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box'2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days If cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? AYES []NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained In the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kelly Cada (Print name of authorized representati,,e or licensed agent of insurance carrier) tp,� ~ 10/01/2016 Approved by, (Signature) (Date) Title Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of Insurance carrier 847-605-6914 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to Issue it. C-105.2(9-15) vvvnr.wcb ny.9ov YORK Workers' OF INSURANCE COVERAGE STATE Compensation hoard UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured (309)263-3655 MORTON P O BOX 95ILDINGS INC 1 c NYS Unemployment Insurance Employer Registration Number of j MORTON,IL 61550-0399 Insured j 1532342 Work Location of Insured(Only required if coverage is specifically limited to 1 d Federal Employer Identification Number of Insured or Social Securit certain locations in New York State,i e.,a Wrap-Up Policy) Y Number 370-34-7310 2 Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) 3b.Policy Number of Entity Listed in Box"l a" TOWN OF SOUTHOLD DBL 1864 86-8 54375 MAIN RD. SOUTHOLD,NY 11971 3c.Policy effective period 10/13/1983 to 07/01/2018 4.Policy covers: ❑X A.All of the employer's employees eligible under the New York Disability 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 Benefits insurance coverage as described above. Date Signed 10/13/2017 By ; Joseph J.Masi (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance tamer) Telephone Number (866)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box"41b" 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 Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS\York(rs'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to wnte NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120 1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) Certificate Number 456218 t f2 1 x L� (J Igk•32 w ' •N QBE. Qt 9ti� 54048 4 �\ L \A- a\ o N rn to , h N T,f,, 1 Yom• '�✓ f "T\ a+ to �� a o K la I ' u ` \ A•q 6 JJ / . w \�o I , ' , + \ ' N \ O ' O h 1 a`•A 64048 --- _,_...+..........-...___,,..:,�.....,�F.:s.r.+..rl.:..•..:r,:, ::--:-.w :..y,L�.:. .1k�,.4� ��1'€��s�r...,�i, �.`�u.'��:i.:r�•...,..»�+�n�•.;�jr�«�c��-•"-_.;•+�.,-. ,_.,.._.R.�r.:.r-e..,.�. � -- .:.d.,.. • \iso ,! -- — x , 7• • PSE 9 ; t17FF'OLK COUNITY EEALTH DFPARTMIT SURV�Y`,FOR J - f�a D. REF. �� GR1g47lpBR/AR /COMES, INC. JUNE 26,1980 DATr— _,__ — 1--" — "" LOT'= 7 GREENBR/AR ACRES o�-r.'3,1979 The sewae disposal and water nump,1y AT ' MAT T/TUCK DATE AUG. /O, /978 f.,10111ties for this io,c at: fnl have been TOWN 0-f SOUTHOLD SCALE: /11 = 40%1 ttaspected by this department turd found �y SUFFOLK COUNTY,;, NEW YORK NO. 78-485 to bo Satisf ictOI'j "'-�' r., � f� �f°�: �• *UNAUTH9AIZ£D ALTERATION OR ADDITION TO THIS GUARANTEED TO: SURVEY IS A VIOLATION OF SECTION 7209 OF THE USLIFE 7'/T1_E/N5URANCZC0.OFNEW YORK Chl 'f Of Cetlera] Fmgineering 'NEW YORK SATE EDUGATION LAW c COPIES 0 •THIS SURVEY.NOT BEARING THE LAND ServiceS `SURVEYPRS• INKED SEAL-bR EMBOSSED SEAL SHALL NOT 09.COkSIDERED TO Bt A VALID TRUE COPY. OF fy �EGUARA,'NTE S INDICATED',HEREON SHALL RUN ONLY TO (ti r HEALTH f� E3Af�TM�NT-pATAFORAf�PROVALTOCONSTFiUCT TNfI ON!HI FOR WHOM THE SURVEY IS PREPARED, ' Ntl ON�HIS�8t f4AI F TO THE TITLE COMPANY,GOVERN- YFNEARES :Wl�TER•MAI�__!� MI.± 9t s0UR3 OF WATER, PRIVATE✓PUBLICw KENYA; A eN YAND•LEI%DING INSTITUTION LISTED 9k'EUP'f.CO.T XMAP OfST•t0008ECTION�0,jBLOCK_°L5, LOT VI/ HEAEQN�iLA.N TO THE AS§CGNEES OF THE LENDING O )E THt,RF (�1N0 DWFLLItTc�s WITHIN 100 FEF�T OF TH1S PROP RTY 1NSTI 6,U6t,'.QUARANTE'ES� ARE NOT TRANSFERABLE - Z bTHIfA T0., OSE Ho'N HEREO TO'ADJ#T�Qhl+r� lNST1TUTlONS OR SUBSEQUENT ;OWH� r 4' y 1 �IUPPLYAND Jt: E D19 0LSY37EM FOn0uy EMCE, ,£.[T($ � �SNONtN HEREON PROM PROPERTY LINES )rillLL�ONI'b M TO THE ST NOAR TIE SUFFOI P ENT rASTRUCTUR)S AAF_ FOR A SPECIFICHE�1LTHi�i&RV1h•E9;. / 'PUf�PbS� U•ARF NOT•7'b BE U�ED TO ESTABLISH APP41 Ti; , PROP�Ytt¢ES OR FOR�TOE,PR CTION OFFENCES. AO V.+ - ; ;� I S ANDER AVENUE i rEL.� 156 ;' ; ; YOUNG 1 OUW HEAD, NEW YORK cf s`�tiIOIVUMENT SE'T V ALD EMM EER'-- W.YgUNG,PROFESSIONAL EEER'-- ,SUBDjV/.�10N 6NAp F14 ED/N TH2'om,IcEOE'THECL'ERK, ar � AoD�AND SURVEYOR N•Y•S.LICENSE NO.12846 SUFFOLK COUNTY ON OCT. 7, 197 AS FILENO. 6609. HOWARD 151.YOUNG,LAND SURVEYOR tNkL.AcATtONOFWELL(w),SEPTICTANK(ST)8CESSPOOLS(CP)SHOWNHEREON: 'a . N.Y.S.,LICEN•SE NO,45893 ARE Ffi}OM , LO CBS£RVATIONS AND OR DATA OBTAINED FROM OT &. �._. _.�.. ,u,a'.'.rslL}..y.>. .-§ ;',.z:. .:4�. ... .+3'.....�iL -{•.as .�..;.4.•.�,�.i....:���:. L'.%�•''�I•� .i� ;�.rl�� :x3�;.�_=a��;,.,_ , L'o w DISAPPROVAL 2 � • N.gyp. J�\�J( 4 tg VJ ti 046140 484D E ` /i0 �C t �v 7u 0 .. d � i� N ✓ IN I� d ox�» �,� � •�7 1 N A' ' sn�� `�•a �s 96 3 � M . " N � Q � rn h 1 0'3 �o 4 56 I ritt g , .j p i(• (� , i � � s ` l..��. i a �°.j"-,.t,.T-.k )lw��•'Y`I'...-��•M�'l�• t. 1. •, fes' � ' "'__.�.+.-..:.. .,_.,__�..�.s....;.hY:-...,x J .ter, "•'!�t3V>,- '� I - •.�•'•=.• �i: .-... "._".v`.`-:;�.`_'�".r_.y._._..... .. .. ..:w..... x , s . N • 4 r, \ - SAP r rsr�- 4�9 t'>>iJriF0LlC COUNTY EIrALTH DFPARTbdMT• SURV�Y'FOR ,�p . GR,1147 SR/AR HOMES, INC. JUNE 26,1980 DATBJUL 132 {`, 4i o D. RF �'— - �� LO T Np 7 "GREENBR/AR ACRES ocr.'3,/979 'Che seuw<,pe di,spOS21 and welter SIADP V AT •MA7"T/TUCK DArr:: AUG. /o, f�1�f1 foci it.jcr �'or a_ tilis lo,c -,i•ox1 have been TOW14 0'f SOUTHOLD SCALE /'r = 90' t.Ispected hJ this detiar•talcnt and £ourld -. , SUFFOLK -COUNTY, NEW YORK NO. 78-485 to bo sat lsfuc-LoI'Y. ,A Il ,' ,�'t.,l�4 �t 1>,� 4�1 9E UNQUtHOAIZ£D ALTERATION OR ADDITION TO THIS GUARAlY7EED TO , SURVEY•IS A,VIOLATION OF SECTION 7209 OF THE U5'L1FE' T/TLE/NSVRANCFCO.OFIVF-W YORK Chief Of Genu"a2. F1nginee3 in[S 'NEW YORK S,TATE EDUGATI�N LAW *COPIES 06`•THIS SURVEY.NOT BEARING THE LAND Services `SURVElYPIt6 INKED SEAL•bR EMBOSSED SEAL SHALL • NOT 08.CdkSIDERED TO Bt A VALID TRUE COPY. Q� 1V GUARA;NTE S INDICATED HEREON SHALL RUN ONLY TO ��E tYlr HEALTH I$ FAARTMEi IT-DATA FORAF'1PROVALT000NSTIWCT THE OER-SO FOR WHOM THE SURVEY IS PREPARED, c 10 �ANtl ON!HiSd$f�`HAJ F TO THE TITLE COMPANY,GOVERN- Rp w t, Y�NEARE3(,WATERPAAI.-R ISI•— *SOUAS OF WATER, PRIVATE VPUBLIC MENTA;' A ENGzYA`ND"LENDING INSTITUTION LISTED yip �Q 7 5UF1!bo',7AXS�{AP D$T.toDo nECTION 10A CLOCK' ME)tEO�J�' _5 TO THE ASSPGNEES OF THE LENDING O { _LOT 6:N INSTI UTIbM.Q ARANTEEs ARE NOT TRANSFERABLE �� 2 3t 7H jRE �tt}>tiZHO DWELLl7iG�3 WITHIN 10o FEST OF TH15 pROP�RTY TO'ADAETIPNA; INSTITUTIONS OR SUBSEQUENT �r 0 OTHCcA Ttf t�;t,Hosr iiioW/N HEREO Al _ .#'IOiWAT pt'fIUpPLYMD 8E1�A4E DIt OS,4LSYSTEM FD THIS RE IDENCE. SK Dl$; 0 �SHOWN HEREON PROM PROPERTY LINES WILL QONF�1}}PA T4 TRI ST ND'IAR 8 THE SUFFOI OU}��Y�DpEP� ENT to%NIP, I*N grRUOTUR£,S AnE FOR A SPECIFIC OF HEAUTWOURVIv�E9; erg l/fGx �+l �'PUF POS F�JU•ARS NOT•7'0 8E U ED TO ESTABLISH )1PPL,I Ti; . / �` PR 01, IuEs OR FOE?}1'1{E_ER CTION OF FENCES. "7 f F i �H'�E NDER:AVENUE L Y � , NEW YORK `' .1. �;/ ALD III W.YOUNG,PROFESSIONAL Eff8#•NEER'- su8Djv1510N MAA F//fD IN T/yw'OydnlCg©rrH a-vRK• OF AND AND SURVEYOR N.Y.S.LICENSE NO.(2846 5UFFOLx cDUNrY oN PCT: 7, 19 7 AS F/LE'NO. 6609, 1; , ;h HOWARD IH.YOUNG,LAND SURVEYOR '#TNF,LOCATION CrWELL.(W),SGPTIL`TANK,,(3T)aCESSPOOLS(CP)SHOWNHEREONN.Y.S.,LICEN'SENO.45893 ARE FROM IVOLD OB8£RVATIONB AND Oa DATA OBTAINED FROM OT E 3,)+l .v_t -�.. ,..��,i.'.'J(j�eF-.ii-.:, . '§ :S)..-.. .i_. ,. :5......lf _.(•..d; .z,,;Ie:.e•.62«..1r:2:.:c�i.1L•-'.i��it "°): !'•��-� +ai.�aie��'• (�i.0"u etIe3...- .. - FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 2, 2017 TO: Bill Kelly (Pileski) 22355 Cox Lane, Unit#4 Cutchogue,NY 11935 Please take notice that your application dated February 1, 2017: For permit to construct an accessory garage at: Location of property: 1250 Elijahs Lane, Mattituck,NY County Tax Map No. 1000—Section 108 Block 3 Lot 5.11 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this conforming 40,240 sq. ft. lot in the Residential R-40, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings shall not exceed 750 square feet on lots containing 20,000 square feet to 60,000 square feet. The plans indicate the accessorygarage will be 864 sq. ft. Authorize ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 2, 2017 RENEWED: April 13, 2017 TO: Bill Kelly (Pileski) 22355 Cox Lane, Unit#4 Cutchogue,NY 11935 Please take notice that your application dated February 1, 2017: For permit to construct an accessory garage at: Location of property: 1250 Elijahs Lane, Mattituck,NY County Tax Map No. 1000—Section 108 Block 3 Lot 5.11 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this conforming 40,240 sq. ft. lot in the Residential R-40, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings shall not exceed 750 square feet on lots containing 20,000 square feet to 60,000 square feet. The plans indicate the accessory garage will be 864 sq. ft. Aut 'gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. � u BOARD MEMBERS \av S® Southold Town Hall eslie Kanes Weisman,Chairperson � ���� 53095 Main Road•P.O.Box 1179 l® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cn Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® �O 54375 Main Road(at Youngs Avenue) Nicholas Planarnento �COUNTYSouthold,NY 11971 Dhttp://southoldtownny.c ov ZONING BOARD OF APPEALS SEP 1 2 2017 TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631) 765-9064 BUMDING DEI''r. R E E E E D TOWN OF SOETBOWDINGS,DELIBERATIONS AND DETERMINATION 11 a5 ' MEETING OF SEPTEMBER 7,2017 EP d.0 I�n ZBA FILE: #7073 Southold Town Cleric NAME OF APPLICANT: Thomas Pileski PROPERTY LOCATION: 1250 Elijah's Lane, Mattituck NY 11952 SCTM#1000-108-3-5.11 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 2, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a rectangular, conforming 40,240 square feet residential lot located in the R40 Zone and measuring 206 feet on Elijah's Lane with the northern lot line shared by a residence measuring 194.32 feet to the eastern lot line shared with farm measuring 206 feet to the southern lot line also shared by a residence measuring 196.36 feet. The lot is improved with a one-story, single-family, ranch- style residence with attached garage, a covered front porch, a wooden rear deck, a wooden side stoop and paved driveway as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and dated March 13, 2017. BASIS OF APPLICATION: Request for a Variance under Article III, Section 280-15 and the Building Inspector's April 13, 2017 Notice of Disapproval based on an application for a permit to construct an accessory garage, at: 1) proposed accessory garage exceeding the code permitted maximum 750 square feet in total size; at: 1250 Elijahs Lane, Mattituck,NY. SCTM#1000-108-3-5.11. RELIEF REQUESTED: The applicant requests a variance to construct an accessory structure of 864 square feet which measures 24 feet by 36 feet at a conforming location, where the Code requires accessory structures to be 750 square feet or less. ADDITIONAL INFORMATION: No immediate neighbors or Town Residents spoke at the public hearing in support or against the application. The applicant indicated that while he understood the Code limitation, the applicant requests this variance as he didn't want to have permited, multiple accessory buildings for his V i I Page 2, September 7,2017 #7073, Pileski SCTM No. 1000-108-3-5 11 automotive, boat and storage needs nor desired to attached the structure to his residence. Additionally, the applicant stated that the proposed size of the structure will allow him to walk around and maintain multiple stored vehicles and a boat. The applicant concluded that he recently improved his property with a newly installed, state of art Suffolk County `Test' Sanitary system - limiting nitrate seepage into groundwater. In prior ZBA appeal#6323 (3/16/2010) the Board dented a proposed 1,120 square feet accessory garage that the applicant intended to use for the storage of their personal collection of cars, on the basis that "personal convenience is not a basis for this Board to grant the requested relief from the Code, especially were it would be a detriment to the character of the residential neighborhood". The ZBA upheld this decision in ZBA appeal 46724 (4/3/14) which is immediately around the corner from applicant. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 3,2017at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Elijah's Lane is a secondary road, connecting State Route 25 aka Main Road and County Route 48 aka North Road, consisting of modest, single-family residences of approximately similar lot size, setback, age, style and design. The proposed non-conforming size of the subject accessory garage structure is not characteristic of this neighborhood. Furthermore, a large majority of the adjoining parcels do not have accessory structures other than accessory swimming pools and small sheds. The large majority of adjoining properties are improved with dwellings having attached garages. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build two or more separate Code compliant accessory garages, or increase the size of his residence, in order to acquire the desired storage space. 3. Town Law X267-b(3)(b)(3). The variance requested herein is mathematically substantial, representing 15.2% relief from the code. 4. Town Law X267-b(3)(b)(4) Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Personal inspection by members of the Zoning Board of Appeals indicated that accessary garages are not characteristic of the subject neighborhood. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Denial of the requested relief is the minimum action necessary and adequate to preserve and protect the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Dantes, and duly carried, to DENY the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin 111, dated March 13, 2017 Page 3, September 7,2017 #7073,Pileski SCTM No. 1000-108-3-5 11 Vote of the Board. Ayes: Members Fileisman (Chairperson), Dantes, Planamento, Acarnpora and Goehringer). This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 17/1.7 /2017 g �r �JTob ? �Myark q Quan Type Span P1-Hl Left OR Right On Engineering 1-2090 �y"� SC N,grl� PLATE 6-1-2013 ®22240 l 1 ZRC44 230900 4 0 0 s HO 1-3-6 HO 1-3-e TCI 11-10-8 _ 11-'-0-8 _ #8.75x11.25 C 4 i #2.5xs � #2.sxs I I s T1 T2 5-3-0 W2 #lBG-MN18-10x16.25 #18G-MN18-10x16.25 8F A W3 W4 D B / g d Wl ® B1 H F G 132 #6.25x8.75 #182-MN18-6.25x12.5 #6.25x8.75 EC: 11-10-8 11-10-0 - 23-9-0 -- EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR State'0 247"=1' MiTek® Online Plus" APPROX. TRUSS WEIGHT: 212.1 LBS Online Plus -- Version 30.0.023 A -I 0.99 6449 C 0.12 0.87 Morton Buildings, Inc. RUN DATE: 30-MAY-13 I -C 0.73 5665 C 0.07 0.66 Analysis Conforms To: C -J 0.73 5665 C 0.07 0.66 TPI 2007 Southern Pine lumber design J -D 0.99 6449 C 0.12 0.87 values are those effective --------Bottom Chords--------- 06-01-13 by SPIB//ALSC UON A -H 0.56 5976 T 0.32 0.24 NOTE: USER MODIFIED PLATES CSI -Size- ----Lumber---- H -F 0.48 4976 T 0.27 0.21 This design may have plates TC 0.99 2x 8 SP-#1 F -G 0.48 4976 T 0.27 0.21 selected through a plate BC 0.56 2x 6 SP-2400E-2.0E G -D 0.56 5976 T 0.32 0.24 monitor. WB 0.16 2x 4 SP-#1 -------------Webs------------- Max comp. force 6449 Lbs WG --- 2x10 SP-#1 I -H 0.16 879 C Max tens. force 5976 Lbs H -C 0.12 775 T Connector Plate Fabrication Brace truss as follows: C -G 0.12 775 T Tolerance = 10% O.C. From To G -J 0.16 879 C This truss is designed for a TC 24.01, 0- 0- 0 23- 9- 0 creep factor of 1.5 which BC 90.01, 0- 0- 0 23- 9- 0 TL Defl -0.421, in H -G L/651 is used to calculate total LL Defl -0.3611 in H -G L/752 load deflection. psf-Ld Dead Live Shear // Grain in I -C 0.79 TC 4.0 39.0 BC 0.0 0.0 Plates for each ply each face. TC+BC 4.0 39.0 PLATING CONFORMS TO TPI. Total 43.0 Spacing 90.011 REPORTS: ICC-ES ESR-3080 Lumber Duration Factor 1.15 Plate - MN20 20 Ga, Gross Area Plate Duration Factor 1.15 Plate - MN18 20 Ga, Gross Area Fb Fc Ft Emin Plate - MS18 20 Ga, Gross Area TC 1.00 1.00 1.00 1.00 Plate - MT16 20 Ga, Gross Area BC 1.00 1.00 1.00 1.00 Jt Type Plt Size X Y JSI A# MN18 10.0x16.213.0 5.2 0.82 Total Load Reactions (Lbs) I# MN20 2.5x 5.0 Ctr Ctr 0.41 Jt Down Uplift Horiz- C# MN20 8.8x11.2 Ctr 0.5 0.61 B 3830 J# MN20 2.5x 5.0 Ctr Ctr 0.41 E 3830 D# MN18 10.0x16.2-7.7 5.2 0.82 H# MN20 6.2x 8.8-0.6 0.7 0.30 Jt Brg Size Required F# MN18 6.2x12.5 Cts 0.4 0.68 B 5.511 3.21' G# MN20 6.2x 8.8 0.6 0.7 0.30 � � f 6f1 E 5.511 3.21' # = Plate Monitor used , O LC# 2 Dead Load Check Placement Tolerance Used 0.12 in $a F;' 1 r Dur Fctrs - Lbr 0.90 Plt 0.90 U r°'"' '.• ,"��., G'+ ''� plf - Dead Live* From To REFER TO ONLINE PLUS GENERAL �yh TC V 30 0 0.01 23.81 NOTES AND SYMBOLS SHEET FOR c'7 BC V 0 0 0.01 23.81 ADDITIONAL SPECIFICATIONS. d F Membr CSI P Lbs Axl-CSI-Bad NOTES: ----------Top Chords---------- Trusses Manufactured by: Onhre Plus-0 Copyright MiTake 1996-2013 Verson 30 0 023 Engineering-Portrait 4/252014 3 0107 PM Page 1 NOTED. SL 12-6-3 SL 12-6-3 HO 1-3-8 HO 1-3-8 SLI 6-6-3 6-0-0 6-0-0 6-6-3 EP6-2-3 11-10-8 17-6-13 23-9-0 TCj ---- 6-2-3---- - I_--- ---5 8--�'— I 5-8-5-._ ----- -- SL 12-6-3 12-6-3 EP - 11-10-8 23-9-0 TC _____ ,___ 11-10-8 ---_ -. ____— I __ ___ _ --•- -- 11-10-8__ _____ -_ #8.75x11.25 C 4[ #2.5x5 #2.5x5 = J T1 T2 5-3-0 W2 8F #18G-MN18-10x16.25 W3 W4 #18G-MN18-10x16.25 A D B W1 E Bl H F G B2 #6.25x8.75 #18G-MN18-6.25x12.5 #6.25x8.75 "nc 11-10-s - — - - EP� 11-10-8 23-9-0 11-10-E 11-10-8 BC — 7-10U�-- - -- -- I - ---q_p_p-- - F-4_p=p-• ----� -- -- �_10_g--- --- EP 7-10-a 11-10-8 15-10-8 23-9-0 7-10-8 4-0-0 4-0-0 7-10-8 7 -— - --- - -- -— 23-9-0---- - -- -- - ---- z EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0-338"=1' MiTek" Online Plus Job Mark Quan Type Span. P1-H1 Left OR Right OR Single Drawing 12090 2.4 SC MN PLATE 6-1-2013 0222401 1 ZRC44 230900 4 0 0 Online Plus-0 Copyright MiTek®1996-2013 Vernon 30 0 023 Single Drawng per Page 4252014 3 01:07 PM Page 1 y,/ Job ,gy �y�7 ryMarkyQuan Type Span P1-H1 LeftOHRight OH Ey�glneering [2� 2 SC N PLATE.6-1-2®l3 ®2224®1 47 1 ZRC44 230900 4 0 0 HO 1-3-8 HO 1-3-8 TCI #8.75x11.251 C i #2.5x5 /i`l e '"�` #2.5x5 I / ./' ~•~�` J T1 / �'` .,T2 5-3-0 J,.. - 'f" W2 1 #18G-MN18-10x16.25 �.. - � } #18G-MN18-10x16.25 W3 8F A W4 D Ig -"'f ..�-"'� E W1 / `P 81 H F G S2 #6.25x8.75 #18G-MN18-6.25x12.5 #6.25x8.75 i BCj �._..11-10-8 _--- -- --- 11-10-8 23-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # PLATE SELECTED IN PLATE MONITOR ' Scale.0.247"=1' MiTek"I Online Plus' APPROX TRUSS WETGHT: 212.1 LBS ` Online Plus -- Version 30.0.060 A -I 0.96 6383 C 0.12 0.84 RUN DATE: 23-MAR-17 I -C 0.70 5653,C 0.07 0.63 NOTE: USER MODIFIED PLATES C -J 0.70 5653 C 0.07 0.63 This design may have plates Southern Pine lumber design J -D 0.96 6383 C 0.12 0.84 selected through a plate values are those effective --------Bottom Chords--------- monitor. 06-01-13 by SPIE//ALSC UON A -H 0.57 5917 T 0.32 0.25 Max comp. force 6383 Lbs CSI -Size- ----Lumber---- H -F 0.48 4919 T 0.26 0.22 Max tens. force 5917 Lbs TC 0.96 2x 8 SP-#1 F -G 0.48 4919 T 0.26 0:22 Connector Plate Fabrication BC 0.57 2x 6 SP-2400f-2.OE G -D 0.57 5917 T 0.32 0.25 Tolerance = 10% TIB 0.14 2x 4 SP-#1 -------------Webs------------- This truss is designed for a WG --- 2x10 'SP-#1 I -H 0.14 800 C creep factor of 1.5 which H -C 0.14 846 T is used to calculate total Brace truss as follows: C -G 0.14 - 846 T load deflection. O.C. From To G -J 0.14 800 C TC 24.0" 0- 0- 0 23- 9- 0 BC 90.0" 0- 0- 0 23- 9- 0 TL Defl -0.44" in H -G- L/626 LL Defl -0.34" in H -G L/808 psf-Ld Dead Live Shear // ,Grain in I -C 0.75 TC 4.0 34.0 BC 2.0 0.0 Plates for each ply each face. TC+BC 6.0 34.0 Plate - MN18 Ga, Gross Area Total 40.0 Spacing 96.0" Plate - MN20 Ga, Gross,Area Lumber Duration Factor , 1.15 Jt Type Plt Size X Y JSI, Plate Duration Factor 1.,15 A# MN18 10.0x16.2 Ctr Ctr 0.77 Fb Fc Ft Emin I# MN20 2.5x 5.0 Ctr Ctr 0.41 TC 1.00 1.00 1.00 1.00 C# MN20 8.8x11.2 Ctr Ctr 0.60 BC 1.00 1.00 1.00 1.00 J# MN20 2.5x 5.0 Ctr .Cti 0.41 D# MN18 10.0x16.2 Ctr-Ctr 0.77 Total Load Reactions (Lbs) H# MN20 6.2x 8.8 Ctr Ctr 0.33 Jt Down Uplift Horiz- F# MN18 6.2x12.5 Ctr Ctr 0.68 B 3800 G# MN20 6.2x 8.'8 Ctr Cti' 0.33 E 3800 # = Plate Monitor used Jt Brg Size Required Placement Tolerance Used, 0.12 in. �� B 5.5" 3.1" rr �ti C: V E 5.5.1 3.1" REFER TO ONLINE PLUS,GENERAL t { � NOTES AND SYMBOLS SHEET FOR4����;•'. LC# 2 Dead Load Check ADDITIONAL SPECIFICATIONS. Dur Fctrs - Lbr 0.90 Plt 0.90 plf - Dead Live* From To NOTES: % c;!i TC V 32 0 0.0' 23.8' Trusses Manufactured by: � " .'.- BC V 16 0 0.0' 23.81 Morton Buildings, Inc. 5;,;;1ta +��v Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bad TPI 2007 / ----------Top Chords---------- Ondine Plus-6 Copyright MITekO 1996-2016 Version 30 0 060 Engineering-Portrait 323/20171 5140 PM Page 1 NOTES. SL 12-6-3 SL 12-6-3 HO 1-3-8 _ HO 1-3-8 SLi 6-6-3 6-0-0 6-0-0 6-6-3 ' EP. 6-2-3 11-10-8 17-6-13 23-9-0 TCS 6-2-3 _ 5-8-5 _ 5-8-5 6-2-3 SL 12-6-3 12-6-3 EP, 11-10-8 23-9-0 TC ---- ---- - - _ 11-_10-8 ---- --- --- -- - - .11-10-8 #8.75x11.25 C 4 ,r.. #2.5x5 #2.5x5 I J T1 T2 5-3-0 W2 8F #18G-MN18-10x16.25 W3 W4 #18G-MN18-10x16.25 i A D B E Wl -- 0-01 423 , LGLL n BI H F G B2 #6.25x8.75 #18G-MN16-6.25x12.5 #6.25x8.75 -- - - - ------ BC 11-10-8 ---------- 11-10-8`---- --- EP 11-10-8 23-9-0 i1-10-8 11-10-B < -.7-10-8 - -- BC---------- 7_10_8-- -------------�------ -4-0-0 ---------j-------4_0_0' ----- ------ ---- -- - - -- EP 7-10-8 11-10-8 15-10-8 23-9-0 7-10-8 4-0-0 4-0-0 7-10-6 - - - - - - 23-9-0 — ------ - --- --- -- --- i EXCEPT AS SHOWN ALL PLATES ARE MN2020, # PLATE SELECTED IN PLATE MONITOR Scale 0 338"=1' MiTek" Online PluBTM Job Mark Quan Type Span Pi-Hi Left OH Right OH SingleDrmv 2090 24 SC MN PLATTE 6-1-201310222401"r 7) 1 1 ZRC44 230900 4 0 0 Ont;ne Plus-*Copyright MITek`B 1935-2016 Version 300060 Single Drawing per Page 3/232017 1 51-40 PM Page 1- FF/CE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-065103 COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN -MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE ! 1 0 MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, RESIST BOTH AXIAL AND BENDING FORCES. REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2 0_ N a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY Q. FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE STRUCTURAL MEMBER = 20 PSF Lu (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER D O = CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED Z ) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). 4. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . V TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 5.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 1 USE CATEGORY UC4B LJ (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" Z O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR \— BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. V) W ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED Z � AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT :.. : :..:: ....„.� Q v STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 4:.vS SIDING & ROOFING PANELS (FLUOROFLEX 1000 T'”) -0.019"MIN„ `o G90 GALVANIZED OR AZ55 GALVALUME _ STEEL r- WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON U EXTERIOR. U J Z O TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, = p CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. U :� 0/ o GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH _ X SIDES OF THE BUILDING. O 2x4F1F1 02/12 rZ 0 EARTHQUAKE DESIGN DATA TABLE W z 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss) 0.15 g Q Ix Lu 1.0 SEC SPECTRAL RESPONSE a 0.06 g Q `. ACCELERATION (Si) g SEISMIC DESIGN CATEGORY g 1 1 1 8 RISK CATEGORY (TABLE 1604.5) SITE CLASS p LIGHT FRAMED WALLS SHEATHED f BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 DRAWN BY.• DJW ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE DA TE. 1/11/2017 SEISMIC DESIGN BASE SHEAR 200 LBS BUILDING DESIGN CRITERIA CHECKED BY* LEWALLEN DA TE: 1/13/2017 SHEET INDEX CURRENT LUMBER SPECIFICATIONS (06-01-2013) USE GROUP U REV/SED DATE: ---- SIZE DESCRIPTION BENDING VALUE Fb CONSTRUCTION TYPE VB ---- SHEET# DESCRIPTION 2x4 NO.2 SPF 1313 PSI RISK CATEGORY REVISED DATE. G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x4 NO. 1 SYP 1500 PSI BUILDING AREA 864 SQ. FT. REVISED DATE.• ---- S 1 OF S4 COLUMN PLAN 2x4 2100f MSR SPF 2100 PSI MAXIMUM DESIGN ELEVATION 1000 FT REVISED DA TE: ---- S2 OF S4 TRUSS/BRACING PLAN, TRUSS DRAWING 8, DETAILS 2x6 NO.2 SPF 1138 PSI MIN. LIVE ROOF LOAD DESIGN SEE NOTE #3 13 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2x6 NO. 1 SYP 1350 PSI ROOF SNOW LOAD * S3 OF S4 ELEVATIONS THIS BUILDING WAS PREPARED BY ME OR UNDER MY S4 OF S4 SECTIONS & DETAILS 2x6 2100f MSR SPF 2100 PSI GROUND SNOW LOAD 20 PSF DIRECT SUPERVISION AND THAT I AM A DULY 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VULT) 120 MPH LICENSED/REGISTERED PROFESSIONAL ENGINEER. 2x8 NO. 1 SYP 1250 PSI WIND SPEED (VASD) 93 MPH 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI *ROOF SNOW LOAD CALCULATIONS MICHAEL L Mc ORMICK, 2x12 NO. 1 SYP 1000 PSI �' lI Ps = 0.7 x Ce x I x Pg x Ct x Cs mlmccormick@allieddesigna �.cbr�r: 2x12 2250f MSR SYP 2250 PSI Ce =SNOW EXPOSURE FACTOR = 1.0 DATE: '0-17 REG.# 1 1/2"x16" LAMINATED VENEER LUMBER2800 PSI I = IMPORTANCE FACTOR = 0.8 3 1/2"x15" GLU-LAM 1650 PSI Pg = GROUND SNOW LOAD = 20 PSF J�,^ Ct =THERMAL FACTOR = 1.2 �)Or 5 1/4"x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 0.94 4'' 5 1/4"x 19 1/2" GLU-LAM 2400 PSI Ps =0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94 = 12.63 PSF SCALE.•AS NOTED SHEET NO. GIOFGI OFFICE.• CUTCHOGUE, NY JOB NO. 128-065103 0 U � c� 0. _ M � W m 0 = Z � W Z 0 z Lu w z :.. .......... A.r •`iEo. Lu d?:. vnN 04 04 04 04 O f� i � i VJ Q ' ~ " A•�z C ..,A O 6-7 1/2" �O 7-6" 7-6" N 7-6" N 6-7 1/2" 1'-0"VENTED SIDEWALL OVERHANGS L < V-0" NON-VENTED ENDWALL OVERHANGS 2 I I A I I F— U S4 L_1 1 z 1- o 23 -9 = ,6"M 231-911 z o 16"M 16"M 16"M 16"M 16"M I N r 1 0 0 o 17-10 1/2' \ 16"M I Q O 16"M r 15-10 1/2" z 00 B I O S4 OC o v iv S4 �� Z L11cn = w 16"M — 7-101/2" w 5'-10 1/2': 16"M I � UQ vi N O i S O 16"M 16"M 0 16"M 16"M 16"M 16"M —J _J 01-01, I i I I 6-7 1/2" 7-6" 7-6" 7-6" 6-7 1/2" DRAWN BY.• DJW clq 04 CN 04 DATE.' 1/11/2017 O 1 CHECKED BY.' LEWALLEN c%4 N cy) DATE.' 1/13/2017 REVISED DATE.' ---- C O L U M N PLAN REVISED DATE.• ---- REVISED DATE.• ---- REVISED DATE.' ---- COLUMN PLAN LEGEND / ❑ - 3-2x6 LAMINATED COLUMN LOCATION Gfjl�,�✓ c�� �';` `,'' - 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOOR(S), IN SWING, RIGHT HINGE WITH LOCKSET r- � - 4429 MB SLIDING WINDOW(S) - 12'-2"x 10'-1"OVERHEAD DOOR(S)♦ ROUGH OPENING SCHEDULE - 1/2" HEAVY DUTY THERMAX (COMPLETE BUILDING) etc! UNIT SYMBOL ,., - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS FROM LEGEND WIDTH HEIGHT � !�,-r� {�✓ - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) 37 3/4" 81" V 16"M- 16" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21 THICK CONCRETE 52 1/4" 33 5/8" PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: m I ISCALE,*AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 1' 4' 16' COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN SHEETNO. IN ONE OPERATION. S 1 of S 4 OFF/CE.' CUTCHOGUE, NY � T JOB NO. • � TRUSS SPACING 7-6" O.C. 128-065103 4 LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF ' ` o 5-3- 0 a_ N a Q_ w m O = Z r� Z V 0 23- 9-0 Z 24' S.C. 2090 TRUSS SCALE: 1/2"= l'-0" 1 1 1 1 171 24'-2x8 (NO.1 SYP) Z END RAFTER ASSEMBLY , ui 60d R.S. NAIL Q ~ I { 20 GA. GALVANIZED (4) 20d R.S. NAILS PER CONNECTION f— TOP CHORD o PURLIN CONNECTOR U 'O OF TRUSS 2x6 END COLUMN EXTENSION OR =� UPRIGHT ASSEMBLY NAILED TO END l 1 1 Z �® RAFTER ASSEMBLY AS SHOWN AND TO F— 0 �• �o I— EACH INTERSECTING WEB. FASTEN TO = O \ o HEADER AND FRAMING MEMBER WITH (2) \ I I 16d R.S. NAILS INTO EACH END COLUMN v (1) #9xl" HWH SCREW ON PEAK SIDE AND EXTENSION MEMBER OR UPRIGHT. 0/ o (2) #9x1" HWH SCREWS ON EAVE SIDE OF I I Q X PURLIN IN HOLES SHOWN (JOINT MUST BE Q O _ _Oa m TIGHT BEFORE FASTENING CLIPS) I -..-..-.... ............................ ............................ ............................ ....................... I DETAIL B z 0 2x4 BUTTED PURLIN DETAIL SCALE: 1 1/2" = 1 -0" � 0 Z (PURLIN CONNECTED WITH 60D R.S. NAIL) 1 1 1 = SCALE: 1 1/2"= V-0" I _................ ............................. ............................ ............................ ...................... I w O O B 3 0- I W 8 rrJ A (2) 20d R.S. NAILS IN OVERHANG FRAME �� Z S2 2x4 BEV. PURLIN I I I I TOE NAIL OVERHANG RAFTER / 6-7 1/2" 7-6" 7'-6" 7-6" 6-7 1/2" TO OVERHANG NAILER WITH X (1) 16d R.S. NAIL EACH SIDE I 01, DRAWN BY.' DJW o \ \ \ \ I I DA TE.* 1/11/2017 r r 1 I CHECKED BY.• LEWA LLEN 9 To N N cy) OVERHANG FRAME 24' -2x8 (NO.1 SYP) DATE.' 1/13/2017 2x6 OVERHANG NAILER END RAFTER ASSEMBLY REVISED DATE: ---- R �I TRUSS/BRACING PLAN (7) 20d R.S. NAILS REVISED DATE.' ---- n �i 60d R.S. NAIL REVISED DA TE: ---- � ii REVISED DATE.' ---- V • 3-2x6 CORNER COLUMN 20 GA. GALVANIZED BOTTOM C ORD o• �\� PURLIN CONNECTOR OF TRUSS/BRACING PLAN LEGEND DETAIL A (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) SCALE: 1 1/2"= l'-0" »,r ON EAVE SIDE IN HOLES SHOWN. i -24' 2090 S.C.TRUSSES / (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2 -24' END RAFTER ASSEMBLY <. F� � 3 -2x4 TRUSS TIESf a -2x6 DIAGONAL END BRACES t 2x4 TRUSS TIE DETAIL (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 2' 8' SCALE: SCALE:AS NOTED 1' 4' 16' SHEET NO. S20F S4 OFFICE.• DESIGN AND EXPLANATORY NOTES 1— CUTCHOGUE, NY JOB NO. 1 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128:065103 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 0 SO rl c� Lu co Z rv-*' Wz 0 a. (,D r,v000 Lu FT I I I I I I 1 1 :1 NORTH ELEVATION A41: —J IL ul U 4 < way 12 T#16 GABLE TRIM 12 NO w2! HI-RIB STEEL SIDING o T#21 CORNER TRIM 0 T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT rTF T#168 BASE TRIM Q x 0 zm 12'-0" 91-0 13'-0" EAST ELEVATION Z/;5 0 LLj I? b 0 I I O 0 r C) WEST ELEVATION U-j zQZ T#5 RIDGECAP 6RAWNBY.• DJW DATE: 1/11/2017 5"O.G. GUTTERS CHECKED BY., LEWALLEN DA TE., 1/13/2017 HI RIB STEEL SIDING REVISED DATE., ---- REVISED DATE. T#21 CORNER TRIM T#167 TRANSITION TRIM REVISED DATE.- HI-RIB STEEL WAINSCOT REVISED DATE.' T#168 BASE TRIM E= ' F pv, 101-01, 26'-0" Q, O C? b b SOUTH ELEVATION 2' 8' SCALE.-AS NOTED SCALE: SHEET NO. 7, 7' i 16' S30FS4 • DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY OFFICE. JOB NO. FLUOROFLEXTM PURL'" 1000 HI-2"RIB STEEL 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-065103 2x4 PURLINS @ 22"O.C. PRECAST CONCRETE COLUMN LOWER COLUMN (NO. 2 SPF) INSTALLATION CONDITIONS MAY REQUIRE MODIFICATIONS. 1/2" HEAVY DUTY THERMAX INSULATION 3/4"ADJUSTMENT ROD 2. CONCRETE FLOOR NOTES: 2x4 BEV. PURLIN WITH BASE PLATE 1. INSTALL PRECAST CONCRETE a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. WIRE MESH -;'; COLUMN W/ADJUSTMENT ROD & b. SLOPE GRADE AWAY FROM BUILDING @ V PER FOOT FOR A MINIMUM UNDISTURBED SOIL BASE PLATE IN THE AUGERED U ••`,' HOLE. DISTANCE OF 10' PLUS OVERHANG WIDTH. A T#527 �� ;:':':, N c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. 2x6 BEV. FASCIA :':; :''�� ol ol 2. PLUMB PRECAST CONCRETE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 5" O.G. GUTTERS COLUMN IN BOTH DIRECTIONS ,,.�.• � :; MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL �— w T#144 & 146 FASCIA TRIM 24' 2090 S.C.TRUSS ''- 3. ADJUST HEIGHT UP OR DOWN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. =D ca SOFFIT - "'�° WITH ADJUSTMENT HEX ROD d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. O .: .:. 'i Z HI-RIB/SOFFIT CAP Q� w 4. POUR READI-MIX CONCRETE INTO 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF ` Z 2x6 OVERHANG NAILER THE HOLE AS SPECIFIED. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V CL 5. BACKFILL AND COMPACT THE LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND , ANNULAR SPACE AROUND THE TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. v (2) 0d R.S.1/2"NAIL BOLTS & LOWER COLUMN COLUMN TO GRADE WITH SOIL 7 (4) 20d R. NAILS Z ISOMETRIC AUGERED FROM THE SITE. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING e TRUSS IN COLUMN WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE SADDLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 1/2" HEAVY DUTY LAMINATED COLUMN INSTRUCTIONS. 7 THERMAX INSULATION L FLUOROFLEXTM 1000 HI-RIB STEEL FLUOROFLEXTM 1000 HI-RIB STEEL GAB T#16 GABLE TRIM _ 1 ( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) GABLE P FLASHING 2x4 PURLINS @ 22"O.C. 3-2x6 LAMINATED COLUMN .�:°:• :�M 1'-0" 1/2" HEAVY DUTY THERMAX INSULATION C� GRADE TO HEEL 2x6 FASCIA W 2x2 VERTICAL BLOCKING (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS J r ` AT COLUMN LOCATION Z 'O TRIM 194 T# (1) 20d R.S. NAIL THROUGH STRAP ,., ` T#167 TRANSITION TRIM �— � U :.M,.. Q 2x6 NOTCHED NAILER SOFFIT i & INTO BRACE p i FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT HI-RIB/SOFFIT CAP TRIM 2' END BRACE STRAP W/ PRE-PUNCHED i i HOLES (BEND TO FIT) FASTENED W/ Q W-1124 -2x8 (NO.1 SYP) i � � 7/16"OSB PROTECTIVE LINER END RAFTER ASSEMBLY i (3) 0.140 x 1 1/2" R.S. NAILS T#168 BASE TRIM i O (20) 114"x 2 1/2" POWER LAG WASHER HEAD i i 2x6 DIAGONAL BRACING FASTENED = !~—U 1 � YELLOW ZINC SCREWS 2x6 E.C.E. i i TO COLUMN W/(4) 16d R.S. NAILS F— 4 i 24' 2090 S.C.TRUSS W O FLUOROFLEXTM 1000 4" CONCRETE FLOOR* HI-RIB STEEL = 0O - - - - - - - - - - 2x4 TRUSS TIE FINISH GRADE Q X 4" MINIMUM COMPACTED GRANULAR BASE♦ O OR IN SITU GRANULAR SOIL Z O 360M &370M BRACKETS FASTENED TO MFS a 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & �� Z 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS _ ° MFS PRE-CAST CONCRETE COLUMN Q w a 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN D `n Nk AROUND EXPOSED REBAR CAGE AND 3/4"x14" W g 16"fid THREADED ROD WITH AN ADDITIONAL MINIMUM 1" _J ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. Z SIDEWALL SECTIONA SCALE: 1/27= V-0" DRAWN BY.• DJW HEADER NAILING SCHEDULE DA TE. 1/11/2017 HEADER UPRIGHT JAMB CHECKED BY.' LEWALLEN MEMBER COLUMN DATE.' 1/13/2017 EA.2X8 4 4 REVISED DA TE.* ---- 1/2" HEAVY DUTY THERMAX 2x6 UPRIGHTREVISED DATE.' ---- .p. 2x6 NAILER NOTES: REVISED DA TE.* ---- 2x6 BLOCK 1. NUMBERS ABOVE ARE 20d R.S. NAILS V.REVISED DATE.' ---- REQUIRED PER CONNECTION. 7/16"OSB SHIM 2x8 HEADER 2. PRE-DRILL HEADERS AS REQUIRED TO T#124 8 (NO. 1 SYP) PREVENT SPLITTING ' T#129 O.H.D.♦ 3. IF NUMBER OF NAILS REQUIRED FOR ,:.,,.;• ?;ter :;,.;r.;`i .. HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING,THE 2x2 BLOCK EXCESS NAILS MAY BE INSTALLED IN ` ALUMASEAL Y T#151 HEADER SUPPORT BLOCKING. T#152 T#154 4'-0" 21"THICK CONCRETE PAD(2500 PSI MINIMUM). , 2x4 JAMB (BEYOND; 10'-3" 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN F a _ t AROUND EXPOSED REBAR CAGE AND 3/4"x14" `I} BOTTOM 2'TREATED) GRADE TO BOTTOM �" � c' ! (3) 2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK ° THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ` 047r"_` 2x6 TRACK BLOCK < ' ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. BEYOND; �� ( PLACE CONCRETE BELOW AND ABOVE BOTTOM OF BOTTOM 2'TREATED) LOWER COLUMN IN ONE OPERATION. 16"0 OHD HEADER SECTION B ENDWALL SECTION C r SCALE.•ASNOTED SCALE: 1"= V-0" SHEET NO. SCALE: 1/2"= 1'-0" .100 S4 OF S4 a_ OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-065103 LAMINATED COLUMNS-NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4 NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN -MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o 10,000 PSI,STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO • REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2 0-- RESIST BOTH AXIAL AND BENDING FORCES. a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF M b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY �- w FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0 BELOW GRADE STRUCTURAL MEMBER = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O � CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). �/ Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE v WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). DIRECTION OF THE LICENSED / REGISTERED ENGINEER . TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 5.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Z OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 1 USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. 1 1 1 Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NCD. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR V) BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ui Rio z - o 3L; ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED U '` Q AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. FLUOROFLEX 1000 T"" -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME _ ~� to & ROOFING PANELS f F U STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON [ 1 1 Z EXTERIOR. ~- 00 Q TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 16E• CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. EM i dL L ✓ ti X GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH O m SIDES OF THE BUILDING. Z Q 2x4F1F1 02/12 y CL COMPLY WITH ALL CODES OF D EARTHQUAKE DESIGN DATA TABLE NEW YORK STATE & TOWN CODE 3 AS REQUIRED ANDwce 0.2 SEC SPECTRAL RESPONSE 0.15 g CONDITIONS F O CL ACCELERATION (Ss) 11 1.0 SEC SPECTRAL RESPONSE 0.06 g -----"'"` ' 1�1!�q;0A ) g ACCELERATION (Si) APPROVED AS NOTED L.!_J USTEES ---� SEISMIC DESIGN CATEGORY B DATE: 13.P. I RISK CATEGORY (TABLE 1604.5) I r FEE: s BY:__... z SITE CLASS D NOTIFY BU+:. : 113E'' „.q MENT A LIGHT FRAMED WALLS SHEATHED 765-1802 8 AM TO 4 PM FOR THE BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS FOLLOWING INSPECTIONS: OCCUPANCY OR SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR 1. FOUNDATION - TWO REQUIRED STEEL SHEETS FOR POURED "ONCRETE USE IS UNLAWFUL DRAWN 8Y.• JMG RESPONSE MODIFICATION FACTOR (R) 7 2. ROUGH • FriA SIT"O PLUMBING WITHOUT CERTIFICA T' DATE. 1/11/2017 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE 3. INSULAV SEISMIC DESIGN BASE SHEAR 200 LBS 4. AL ' .< a MUST OF OCCUPANCY CHECKED BY.' LEWALLEN BUILDING DESIGN CRITERIA B cOM;'•. - . , �"` �'•`� L ONST' "' SHALL MEET THE DA TE 1/13/2017 USE GROUP U REQ IREMEI' t'i; THE CODES OF NEW F!;"JIBS PLAOARDIVG nCQJI'� , REVISED DATE: 10/2/2017 CURRENT LUMBER SPECIFICATIONS (06-01-2013) Y R STATE. NOT RESPONSIBLE FOR `'�� SHEET INDEX CONSTRUCTION TYPE VB SIZE DESCRIPTION BENDING VALUE Fb N OR CONSTRUCTION ERRORS. REVISED DATE.' ---- SIZE DESCRIPTION 2x4 NO.2 SPF 1313 PSI RISK CATEGORY IUL - ELECTRICAL RETAIN STORM V,ATI r0 °.'lNOFF NO. 1 SYP 1500 PSI BUILDING AREA 744 SQ. FT. P EQU1n[:-D PURSUANT TO CI-,,'%PlEiri 23G REVISED DATE. 2x4 ' ---- G1 OF G1 SPECIFICATIONS &SHEET INDEX ��� ECTIC)IL [� S1 OF S4 COLUMN PLAN 2x4 2100f MSR SPF 2100 PSI MAXIMUM DESIGN ELEVATION 1000 FT OF THE TO1NN CODE. REVISED DATE ---- S2 OF S4 TRUSS/BRACING PLAN,TRUSS DRAWING 8, DETAILS 2x6 NO.2 SPF 1138 PSI MIN. LIVE ROOF LOAD DESIGN SEE NOTE #3 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2x6 NO. 1 SYP 1350 PSI ROOF SNOW LOAD * 13 PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY S3 OF S4 ELEVATIONS 2x6 2100f MSR SPF 2100 PSI GROUND SNOW LOAD 20 PSF DIRECT SUPERVISION AND THAT I AM A DULY S4 OF S4 SECTIONS & DETAILS LICENSED/REGISTERED PROFESSIONA n4E€R. 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VuLT) 130 MPH 2x8 NO. 1 SYP 1250 PSI WIND SPEED (Vaso) 101 MPHIN 2x8 2400 MSR SYP 2400 PSI ,� 2x10 NO. 1 SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI *ROOF SNOW LOAD CALCULATIONS MICHAEL L McCORMICK, E`'' i_: 2x12 NO. 1 SYP 1000 PSI Ps =0.7 x Ce x I x Pg x Ct x CS DATE:/6 Z?mlmccormick@�Ilieddesigna 6.6m- f REG,# k ,+ 2x12 2250f MSR SYP 2250 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 a fir, I = IMPORTANCE FACTOR =0.8 ,•• .,, .ter.___. •. ;. 1 1/2'x16" LAMINATED VENEER LUMBER 2800 PSI �N ;> Pg = GROUND SNOW LOAD = 20 PSF 3 1/2'x15" GLU-LAM 1650 PSI Ct = THERMAL FACTOR = 1.2 All exterior lighting 5 1/4'x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 0.94 5 1/4'x19 1/2" GLU-LAM 2400 PSI Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94= 12.63 PSF installed, replaced or r SCALE.,AS NOTED repaired shall conform SHEET NO. to Chapter 172 G1 w o f G r .., - - •.....ww Vow Iry ' OFFICE. CUTCHOGUE, NY JOB NO. 1 28-065103 _j • o U � C� a _ M a_ � W m Oz � W Z 0 CD z LJLJ I� Lu z W =. v v O �- .�,.... Sao Q N "M J 0 7-41/2" ^ 8'-0" 8'-0" 7'-41/2" 1'-0"VENTED SIDEWALL OVERHANGS Z a_ l'-0"NON-VENTED ENDWALL OVERHANGS Q ~ A i Q S4 I �111 ; i r 23._9.. 23 _9� U10 04 16"M 16"M 16"M 16"M 16"M N J o I C 1-- O S4 = o 17-10 1/2"n 16"M I 0 16"M — 15'-10 1/2" U Qx cv B I I b 7 m S4 I — L O 16"M J—— 7-10 1/2" °- 5'-10 1/2" 16"M I � Z� 5 Z ZV UJ 2 O OC W 16"M 16"M 0 16"M 16"M 16"M 0'-01`n 0-0 Q vi L1 1 g I _J 7-4 1/2" 8'-0" 8'-0" 7-4 1/2" z O ZV C�_ O � IT ' I i. En N O DRAWN BY: JMG DATE: 1/11/2017 COLUMN PLAN CHECKED BY: LEWALLEN DATE: 1/13/2017 REVISED DATE.' 10/2/2017 REVISED DATE.' ---- REVISED DATE: ---- REVISED DATE: ---- COLUMN PLAN LEGENDF � o - 3-2x6 LAMINATED COLUMN LOCATION M - 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKIDOOR, IN SWING, RIGHT HINGE WITH LOCKSET d - 4429 MB SLIDING WINDOW p - 12'-2"x 1o'-r' OVERHEAD DOOR e ROUGH OPENING SCHEDULE - 1/2"HEAVY DUTY THERMAX (COMPLETE BUILDING) UNIT SYMBOL WIDTH HEIGHT 7 - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS FROM LEGEND . ~w - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) 10 37 3/4" 81" ""` ' 16"M- 16" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE10 52 1/4" 33 5/8" 2' 8' PAD (2500 PSI MINIMUM).20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: SCALE:AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 1' 4' 16' SHEET NO. COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. S OF S4 OFFICE. CUTCHOGUE, NY JOB NO. TRUSS SPACING 8'-0" O.C. \YI 128-065103 4 �— LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF o 5-3-0 v a_ o. a_ w m OZ 23-9-0 Z 24' S.C. 2090 TRUSS 1 1 SCALE: 1/2"= l'-0" Ll i l p i/2,, 24' -2x8 (NO.1 SYP) II END RAFTER ASSEMBLY li 60d R.S. NAIL l �, w _ l-U Z -�. 20 GA. GALVANIZED r C- sem_ TOP CHORD o PURLIN CONNECTOR I • I U a OF TRUSS � I I 1 r 1` o (4) 20d R.S. NAILS PER CONNECTION 0 (1) #9x1" HWH SCREW ON PEAK SIDE AND 2x6 END C&UMN EXTENSION OR ~ j -' (2) #9x1"HWH SCREWS ON EAVE SIDE OF ( ( UPRIGHT ASSEMBLY NAILED TO END 1 PURLIN IN HOLES SHOWN (JOINT MUST BE RAFTER ASSEMBLY AS SHOWN AND TO 0 TIGHT BEFORE FASTENING CLIPS) ( ( EACH INTERSECTING WEB. FASTEN TO U HEADER AND FRAMING MEMBER WITH (2) ! ` 0 _ .. '................... . .. .............................. ................... ...... ......................... 16d R.S. NAILS INTO EACH END COLUMN v . .... . 2x4 BUTTED PURLIN DETAIL EXTENSION MEMBER OR UPRIGHT. / o (PURLIN CONNECTED WITH 60D R.S. NAIL) I I Q x SCALE: 1 1/2"= V-0" 2 7Om O . . DETAIL B o aQ SCALE: 1 1/2" = l'-0" �✓ O O O cn z LU 3 � a I- - - - - - - - - J vi 7-4 w $ 7-4 1/2" 8'-0" 8'-0" 7-4 1/2" (2) 20d R.S. NAILS IN OVERHANG FRAME Z 2x4 BEV. PURLIN 4 O� TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH ►� N O (1) 16d R.S. NAIL EACH SIDE DRAWN BY.• JMG TRUSS/BRACING PLAN LEGEND i i DATE: 1/11/2017 • � 9 i -24' 2090 S.C.TRUSSES @ 8'-0"O.C. CHECKED BY: LEWALLEN 2 -24' END RAFTER ASSEMBLY OVERHANG FRAME 24' - 2x8 (NO.1 SYP) DATE: 1/13/2017 0 3 -2x4 TRUSS TIES 2x6 OVERHANG NAILER END RAFTER ASSEMBLY REVISED DATE. 10/2/2017 R a -2x6 DIAGONAL END BRACES II (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) (7) 20d R.S. NAILS REVISED DATE.' ---- u n REVISED DATE.' ---- TRUSS/BRACING - 60d R.S. NAIL I -- TRUSS/B RACING PLAIN REVISED DATE. 20 GA. GALVANIZED ---- 3-2x6 CORNER COLUMN � BOTTOM CHORD 0• PURLIN CONNECTOR OF TRUSS (1) #9X1" HWH SCREWS ON PEAK SIDE AND (2) TRUSS/BRACING PLAN LEGEND DETAIL A - - SCALE: 1 1/2"ON EAVE SIDE IN HOLES SHOWN. i - 24' 2090 S.C.TRUSSES = 1'-0" as (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2 -24' END RAFTER ASSEMBLY r� 3 -2x4 TRUSS TIES a -2x6 DIAGONAL END BRACES 2x4 TRUSS TIE DETAIL (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 2' , 81 SCALE: R _ SCALE:AS NOTED 11 4' 16' SHEET NO. S2. loF S4 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-065103 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. • o U � � w m O = Z (rv.-,� W V Z 0 NORTH ELEVATION z Lu l Lu . z _ H ffu-jF t) _ Q G 12 T#16 GABLE TRIM 4112 T#16 GABLE TRIM 41Q O F— U J HI-RIB STEEL SIDING Lu O T#21 CORNER TRIM ce ® j T#167 TRANSITION TRIM - 0 • HI-RIB STEEL WAINSCOT U T#167 BASE TRIM p ' Q o � � m 3'-0" 9'-0" EAST ELEVATION � z o oZ;;5Z O in cN , N uia WEST ELEVATION p N wg z QZ T#5 RIDGECAP DRAWN BY: JMG 5"O.G. GUTTERS DATE: 1/11/2017 CHECKED BY.• LEWALLEN HI-RIB STEEL SIDING DA TE., 1/13/2017 T#21 CORNER TRIM REVISED DATE: 10/2/2017 E T#167 TRANSITION TRIM REVISED DA TE.- ---- HI-RIB STEEL WAINSCOT REVISED DA TE., ---- T#167 BASE TRIM REVISED DA TE.- ---- 41 SOUTH ELEVATION M 2' 8' SCALE:AS NOTED SCALE: MR 1 1SHEET NO. 1' 4' 16' S3. 1 OF S4 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. FLUOROFLEXTM 1000 HI-RIB STEEL PRECAST CONCRETE COLUMN LOWER COLUMN 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-065103 2x4 PURLINS @ 22 O.C. (NO. 2 SPF) INSTALLATION CONDITIONS MAY REQUIRE MODIFICATIONS. 1/2" HEAVY DUTY THERMAX INSULATION 3/4"ADJUSTMENT ROD 2. CONCRETE FLOOR NOTES: 2x4 BEV. PURLIN WITH BASE PLATE 1. INSTALL PRECAST CONCRETE a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o COLUMN W/ADJUSTMENT ROD & b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM WIRE MESH UNDISTURBED SOIL ":' BASE PLATE IN THE AUGERED DISTANCE OF 10 PLUS OVERHANG WIDTH. .,. HOLE. T#527 '�;; :? ';:: '': c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. 2x6 BEV. FASCIA o 2. PLUMB PRECAST CONCRETE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 5" O.G. GUTTERS COLUMN IN BOTH DIRECTIONS MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL o- Lu T#144 8. 146 FASCIA TRIM24' 2090 S.C.TRUSS ',.� I:". , ":"i 3. ADJUST HEIGHT UP OR DOWN BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m SOFFIT - '' '- d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. O Z -.•.:�� WITH ADJUSTMENT HEX ROD 00 Lu HI-RIB/SOFFIT CAP 4. POUR READI-MIX CONCRETE INTO 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3" OF r ^ Z FILLER STRIP THE HOLE AS SPECIFIED. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V CL 2x6 OVERHANG NAILER5. BACKFILL AND COMPACT THE LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND ANNULAR SPACE ' (2) 1/2"x5 1/2" M. BOLTS 8. LOWER COLUMN COLUMN TO GRADE WITHDSTHE OIL TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. Z (4) 20d R.S. NAILS ISOMETRIC AUGERED FROM THE SITE. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING m TRUSS IN COLUMN WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 I 1 SADDLE CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION 1 1 1 1/2" HEAVY DUTY LAMINATED COLUMN INSTRUCTIONS. 7 THERMAX INSULATION Z FLUOROFLEX'rm 1000 HI-RIB STEEL GABLE PURLIN FLASHING FLUOROFLEXTm 1000 HI-RIB STEEL _ ( 2 ) ROWS 2x4 NAI LERS (2100 MSR SPF) 2x4 PURLINS @ 22"O.C. 1 1 -0 T#16 GABLE TRIM ` 3-2x6 LAMINATED COLUMN 1/2" HEAVY DUTY THERMAX INSULATION GRADE TO HEEL 2x6 FASCIA L11 2x2 VERTICAL BLOCKING 4 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS Z - ~ AT COLUMN LOCATION FILLER T#167 TRANSITION TRIM T#194 TRIM i (1) 20d R.S. NAIL THROUGH STRAP U STRIP 2x6 NOTCHED NAILER SOFFIT & INTO BRACE - :^_ FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT HI-RIB/SOFFIT CAP TRIM ii / i 2 END BRACE STRAP W/ PRE-PUNCHED Q i HOLES (BEND TO FIT) FASTENED W/ C Q 7/16"OSB PROTECTIVE LINER FILLER STRIP / / i ( ) < � �=�_ 3 0.140 x 1 1/2"R.S. NAILS O 24' - 2x8 (NO.1 SYP) I-- T#168 BASE TRIM 2x6 DIAGONAL BRACING FASTENED END RAFTER ASSEMBLY i (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD i i i' _ o YELLOW ZINC SCREWS 2x6 E.C.E. II i TO COLUMN W/(4) l 6d R.S. NAILS I--- q 24' 2090 S.C. TRUSS F 1 1 O FLUOROFLEXTM 1000 _ 4"CONCRETE FLOOR® HI-RIB STEEL ~ - - - - - - - - - - - - - - - - 8" 4 - - - - - - - - - - - - - ■^vy' O •,.'.o a..•'. .. .. � - Lei. T; ; 2x4 TRUSS TIE FINISH GRADE Q x -- 4" MINIMUM COMPACTED GRANULAR BASE♦ m OR IN SITU GRANULAR SOIL Z O 360M 8°370M BRACKETS FASTENED TO MFS 4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH (1) ROW 2x8 TREATED SPLASH pOARD FASTEN TO 360M 8. O 370M BRACKETS WITH #14A x"I 1/2"MILLED SCREWS t 1 1 N �.. •• MFS PRE-CAST CONCRETE C%UMN w " 21"THICK CONCRETE PAD(2500 PSI MINIMUM). vi 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN � g AROUND EXPOSED REBAR CAGE AND 3/4'x14" �--� 16"Q3 THREADED ROD WITH AN ADIJJTIONAL MINIMUM 1" ABOVE BOTTOM OF PRECASTCONCRETE COLUMN. _J PLACE CONCRETE BELOW ANb ABOVE BOTTOM OF } LOWER COLUMN IN ONE OPE'ATION. Z SIDEWALL SECTION A ; SCALE: 1/2"= V-0" DRAWN BY.' JMG HEADER NAILING SCHEDULE DA TE: 1/11/2017 HEADER JAMB CHECKED BY.• LEWALLEN MEMBER UPRIGHT COLUMN DATE: 1/13/2017 ' 1/2" HEAVY DUTY THERMAX EA.2X8 4 4 REVISED DA TE: 10/2/2017 2x6 UPRIGHTREVISED DATE.' ---- r 2x6 NAILER NOTES: REVISED DA TE: ---- 2x6 BLOCK 1. NUMBERS ABOVE ARE 20d R.S. NAILS lQEVISED DATE: ---- FILLER STRIP REQUIRED PER CONNECTION. 7/16" OSB SHIM 2x8 HEADER 2. PRE-DRILL HEADERS AS REQUIRED TO $" T#124 (NO. 1 SYP) PREVENT SPLITTING. P.. ' 3. IF NUMBER OF NAILS REQUIRED FOR - ' ` '' :.,•' T#129 O.H.D.® HEADER TO JAMB COLUMN CONNECTION 2x2 BLOCK IS EXCESSIVE TO CAUSE SPLITTING,THE ALUMASEAL EXCESS NAILS MAY BE INSTALLED IN E1' -.• T#151 T#152 HEADER SUPPORT BLOCKING. T#154 GGG 4'-0" 2x4 JAMB (BEYOND; 10'-3'! BOTTOM 2'TREATED) GRADE TO BOTTOM (3) 2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK 2x6 TRACK BLOCK (BEYOND; �._ ll BOTTOM 2' TREATED) - 16"0 OHD HEADER SECTION B ENDWALL SECTION C SCALE:AS NOTED SCALE: I"= V-0" SHEET NO. SCALE: 1/2"= 1'-0" S4. IOF S4