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HomeMy WebLinkAbout45502-Z SUFF01kc r. Town of Southold out4/21/2021 0 P.O.Box 1179 CA _ l 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41978 Date: 4/21/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2705 Eugenes Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-3-20.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2020 pursuant to which Building Permit No. 45502 dated 11/25/2020 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: accessoKya�rage as applied for. The certificate is issued to Zuhoski,William&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A t or zed Signature SVFEot , TOWN OF SOUTHOLD o� BUILDING DEPARTMENT TOWN CLERKS OFFICE oy.+ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45502 Date: 11/25/2020 Permission is hereby granted to: Zuhoski, William 2705 Eugenes Rd Cutchogue, NY 11935 To: construct accessory garage as applied for. At premises located at: 2705 Eugenes Rd, Cutchogue SCTM # 473889 Sec/Block/Lot#97.-3-20.2 Pursuant to application dated 11/13/2020 and approved by the Building Inspector. To expire on 5/27/2022. Fees: ACCESSORY $412.00 CO -ACCESSORY BUILDING $50.00 Total: $462.00 Bui ' g nspector SOF 500Ty l � --- --- -- _ # TOWN OF SOUTHOLD BUILDING DEPT. `ycouom '� 765-1802 INSPECTION ` /] FOUNDATION 1STf fs [ ] 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: ` oC ne'%-" 1�uvvtm tv Rafutv,49_ WAAPLO ktt/y DATE1-O?/� INSPECTOR �V (� apF S0l/lH # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 Y _ _INSPECTION [ ] FOUNDATION IST . [, ] ROUGH PL13G. [ ] FOUNDATION 2ND • [ ]ANSULATION/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: v- A N;�A-1 blz:: t DATE INSPECTOR ff� V ` U1 c� v FIELD INSPECTION REPORT JDATE COMMENTS, AIDA FOUNDATION(IST) Q y ------------------------------------- FOUNDATION(2ND) O ROUGH FRAMING& fy PLUMBING INSULATION PER N.Y. STATE ENERGY CODE -1 C� C� FINAL IL N ADDITION CO ENTS lz -a X �z H Cq . d b H o�°S�ffD� TOWN OF SOUTHOLD—BUILDING DEPARTMENT �k Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hiips://www.southo'fdtgMM.gov Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use OnlyNOV 1 PERMIT NO. �/ Building Inspector: 3 Z0Z0 Applications and forms"must be filled"out in"their entirety.Incomplete - _ }p yp 7 k, ,p 'o a lications.vvill not:.e,acce 'ted..,-- - '*'t' h'e,A licant is not.tHe'owner°an S ���, T���s ��rr71,10� �� Pp PPp Owner's Au_thoriiation form�(Page`2)-shall be completed. _ = Date: it (Iz-IZuZo OWNER(SjOF'PROPER -Y - n - Name: SCTM#1000- 7^,3 ••_� Physical Address: Phone#: ( Email: - v�oSK.�=7ool–Cdr-` – _- M-QLly-es, Mailing Address: CONTACT,PERSON:,,.-,,, Name: —w%kk%oK� - Mailing Address: Phone#: t. Email: U416CLL 01-Cen=u DESIGN,P11 FESSIONAL:INFORNIATIOW , Name: --- - �-����–.._ . �-C 1�U► � -�_-� _--�--�C=--� --_-�_---- - – -- ------_- --_- Mailing Address: - ��Hca A--- ►'�s `� Phone#: Email: z:__` –� =-- -- Gv�$8 8 ���5�!1��_1G p1 .a Gi= CONTRACTOR IORM iATloN: . l , ,s NF . ; 3 Name: Mailing Address: $V� --�Qo� � Phone#: 'i &��. , $-H� _ – 88 8 Email: C N DESCRIPT-ION'OF PROPOSED-CONSTR,UCTION` ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other - $ 4 s DDD Will the lot be re-graded? ❑Yes 2<0 Will excess fill be removed from premises? ❑Yes P?Vo 1 PROPERTY INFORMATION ^ Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check,Box After Reading: The owner/contractor/design professional is responsible,for all drainage and storm water issues as provided by, Chapter 236 of the Town Code:-APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone Ordinance ofthe Town of Southold,Suffolk;County,New,Yo`rk grid other applicable I aws;Ordinances or}Regulations,for the construction of buildings,' additions,alteration`sor for removal,oe demolition`as herein_described.The applicant agrees to comply with all applicable laws,ordinances,building'code, housing code and regulations arid,to admit authorized inspectors onpremises and1n building(s)for necessary inspections.False statements made herein-are punishable as a,Class A misdemeanor pursuant to Section 210.45 of,the New York State Penal Law. Application Submitted By(print name): O I I �do zjYVS LI�g `❑Authorized Agent mer Signature of Applicant: �y Date: 11 (t r•I Z-0 STATE OF NEW YORK) SS: COUNTY OF (A) I i e_s-I 2—QVna K„ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above-named, (S)he is the r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in.the application file therewith., CONNIE D.BUNCH Sworn before me this Notary Public,State of New York No.01 BU Suffolk 50 Co � v\ � da of ��V�T Vim" 1 .201 o Qualified in Suffolk County - y C mmission Expires April 1A, 2 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, W 1<<(01-� as9C, residing at US E Rv j"S _�_oaD T do hereby authorize to apply on my behalf two the Town of Southold Building Department for approval as described herein. )_/__;t_ I l f,, 6, O'w}ne 'gnature Date W 1 I OH( VI�v�Sk.r Print Owner's Name 2 N 07°51 100" W 370.86 y.a; a �}.�Y 1 I ` . 1 3 �` MAR 11 2021 S 1 R�j\4S]q architecture,p.c. T. P.O.BOX 1254 ]AMESPORT,NY 11947 I i r .7, n =, � ,-may , PHONE(631)779-2832 FAX(631)779-2833 L IProposed Plan for: m l0 William � I I Zuho ski �mm I z 1U I N �0. 2705 Eugenes Road t n I _ 0 Cutchogue NY 11935 V' g ( � S.C.T.M#1000-97-3-20.002 t o N Lot 2 3'`4 0 SEAL W _ - tL��xa In Wood C `V 6. ;. Deck rn_ rn t9 N - - A 6.c' EKED A o v w 2 5tY• , (n 6.1 Frame Rssid. 5.0 � #2705 - - -- _ � � \ � - -- 7.G' 76.7' N Gauge - 029169 _ `` '' 30'-0" 211-011 N��y o I / I i Gpyrieht 2021.STROMSIQ=t,:,—,.p;,All �P' rie6ts reserved.The Arddtat the to reproduce this dellen in its entirety or my portion thereof.Unauthorized alteration of these doctmeats ie a violation of the New York State Edwation Law.These iY (� ; dmw,nes and spedHcations are m inslnmrent of service \ I i 21'-2 1/2'i and are the property of the Arrlritcct.These arawhres and specifications ere not to be used oa m other pro)ect,except by written permiadon of the ArcLitect. PROPOSED 26'-0"x30'-0" (780 S.F.) Q PROJECT NO. 2t-ARx01 POST AND FRAME 1 SCALE 1"=30'A" DATE 3/8/2020 35 I -07 1 DETACHED GARAGE Iron Pin DRAWN BY TLD CHECKED BY RS Fe.End Fe.End 5 07TITLE 5 1 '00" E 0.7 Ea. 3'Post#Rad Fence Fe.End 4.2' Ea. 4.7' Ea. Lot 3 Proposed m Site Plan O ORIGINAL ORIGINAL SURV�INFORMATION PROVIDED : MUNICIPAL LAND SURVEY, P.C. SHEET 10 SYLVIA LANE MIDDLE ISLAND, NEW YORK 11953 (631)345-2658 E3.a h k.-E5 t r'e et PREPARED ON DECEMBER 18TH, 2017 S- 1 THE OFFSETS(OR D,MEN5 ON5)SHOWN HEREON FROM THE STRUCTURES TO THE ABSTRACT OF TITLE AND EASEMENTS FOR SUBJECT PARCEL PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT AND ADJOINING PARCELS NOT PROVIDED FOR THE _ _ INTENDED TO GUIDE THE ERECT ON OF FENCES.RETAINING WALLS.POOLS. PATIOS PREPARATION OF Tri 5 SURVEY ABSENCE OF EASEMENTS Lot _ -- r — ;?,�;�f– – – j ��I✓ PLANT,NG AREAS ADDITION TO BU LDINGS AND AM'OTHER CONSTRUCT-ON DOES NOT DENY THE EXISTENCE OF SAME - -- ` N 0705 1 '00" W 41' Proj. # 17055 370.86' j 1 � -, I 1 I - I for SCO('i 1taL1.-in"lan 1 e 1 I I � I U 'I Situated at I I I 1 East Cutchogue It Iz Town of Southold Iv Suffolk County, 1 I" New York 1 5 0' 01) I - cn 0 I f 324' O Surveyed w Raised o N Lot 2 - Wood RI 1 LCA N 6 I' I 1' Deck m `0 `v 2 160 December 18th 2017 Frame KC5161. w m � o #2705 5 0' 1 41 Rev. 4/13/21: Add Detached Garage l� \— -------------- `� Garage w 70' 7G 7' N _ MUNICIPAL LAND SURVEY, P.C. ---------------- --____ 213' 10 SYLVIA LANE MIDDLE ISLAND, NEW YORK, 11953 'nn I 1 301' (631) 345-2658 ------------ _---� N Metal --------- gyp' N D y I 2 Car 01 % 1 Garage I I I I 30 I' 21 8' J 1 Nt d(tiI �fV I � ► o W1 351 .97' N Iron Pin Fe End 0,+ S 0705 I 0011 F G'Deer Fence 0 5'Ea Lkln L 4 2' d V Lot 3 !. .�.`�;_, ��._ :�• t r �� O Kv, N APR 19 2021• �� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY ISA Robert W Ott L.S. NYS Llc #049620 VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND O 30 60 e rti 3�e d To: SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY I HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR ' LICENSED TO PRACTICE IN THE STATE OF NEW YORK AND THAT THIS _� 7 o- T � •i., a "1 I`•c 5 'a� v �eieli _� !a ����.1 Title 1 �s_.zo r 3� CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON ALL RIGHTS RESERVED O 2017 ROBERT W OTT OUTSIDE OF THE PLAN I5 BASED ON AN ACTUAL FIELD SURVEY PREPARED UNDER MY �- �- �.'o � POR WHOM THE 5URVEY,5 PREPARED AND ON HI5/HER BEHALF TO TITLE TRANSFER LISTED BELOW,THIS DOCUMENT MAY NOT BE IMMEDIATE SUPERVISION I FURTHER DECLARE,TO THE BEST OF M" _ If THE TITLE COMPAN'AND LENDING INSTITUTIONS LISTED BELOW AND REPRODUCED OR TRANSMITTED IN ANY FORM OR B"ANY MEANS PROFESSIONAL KNOWLEDGE AND BELIEF'THAT THI5 PLAN IS AN P e Q 1_=? s �T n!L_e I_} B a I A ll i 1VI.Ll_. p:p 0_L TO THE ASSIGNEE OF THE LENDING,N5TITUTION CERTIFICATIONS WITHOUT WRITTEN PERMISSION FROM MUN,C,PAL LAND SURVEY P C ACCURATE REPRESENTATION REPRESENTATION OF THE CONDITIONS ;;�� l f ARE NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT ENTITIES ALL VIOLATIONS OF U 5 COPYRIGHT LAWS W LL BE PROSECUTED EXI5T-NG AS OF TriE DATE HEREON I'S Ste—;N 1"' -ti \, I i AC EF .CERTIFICATE'OF LIABILITY INSURANCE °a `MI'°l°Q"'"1f' 11/03/2020 THIS CERTIFICATE IS,ISSUED AS AMATTER OF,INFORMATION ONLY-AND CONFERS NO RIGHTS UPON THE,CERTIFICATE HOLDER.THIS CERTIFICATE DOES,NOT AFFIRMATIVELY=OR NEGATIVELY AMEND,,EXTEND OR ALTER THE-66VERAGE'AF.FORDED 63f THE,POLICIES CERTIFICATE THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING,INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER.AND'THE CERTIFICATE I UfdWER,� IMPORTANT: If the certificate hour Is-on ADDITIONAL INSURED,Mar policy(Ies)must have ADDITIONAL INSURED prov7slops or be endorspcL If SUBI'20GATION 19 WAIVE6.,s6bject to the terms and Conditions-of tNepollcy,certain policies may require an endorsement. A-statement on this-certificate does not confer ri hts to the:certificate holder to 11eu of such endorsement(s), PRODUCER COnNTACT Rob n Ferre' Unruh Insurance Agency,Inr: o 17)335-2929,- 1FAx ' 1011)335-2923' P.O.Box 259 E40AIL rdn@urnhinsurance.com INSURER AFFORDING COVERAGE MAIC a Denver PA 17517 INSURERA: Eris Insurance' Exbtf6dd 26271 INSURED -INSURER 13. Fla"tlflp ClInsurance Go. 35585 Shirk Pole Buildings'LLC INsueER c: Erie ins.Pro Cas Co 26830 807 Reading4Rd INSORERO'• INSURER E East Eert PA 17519=9118 INsuR 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 FORTHEPOLICY-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,•TRE INSURANCE AFFORDED,BX THE POLICIES DESCRIBED HEREIN IS�SUBJECT,TO ALL THE,TERMS, EXCLUSIONS AND CONDITIONS.OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OPINSURANCE LSUBR POLICY EFF, POLlCYEXP LTR POLICYNUMBER M IOD rAlQQ LIMITS X COWERCIALGENERALLUMILLTY EACHOCCURRENCE 3"1(}00000 CLAIMS•MADE 0 OCCUR ERFMI-DAMAGE TO R�O 5,1000066 Man Exit one rami' '$ 5000 A 045-0153561 09101/2020 09/01/2021 AeeRSONALBAOVINJURY 1000006 GEN'LAGGREGATELIMMAPPLIESPER, GENERAL AdGRECATE 3`2000000 POLICY a EIT- ❑LOG PROD UCTS-COMPIOPAoe s"2000000 XOTHER:•Rented E vi ment Rented �Ai ment S'100000 ,AUTOMOBILE LIABILITY COM MO SINGLE LIMIT s 1000000 Ea aeddeld ANYAUiO 8001LY,INJURY(Perpeiscn), ,S, OWNED SCHEDULED A AUTOSONC'i X AUTOS' 609-0.1317930916112020 09/01!2021 BODILYINJURYtPeracadeMy S X HIRED x NON-OWNED PROPERTY DAMAGE $ AUTO$ONLY AUTOS ONLY er¢oCdeN UMBRELIAUAB X OCCUR EACHOCCURRENCE $ 1000000 A X EXCESS UA13 CLAIMS=MADE 033-0172185 09/01/2020 09101/2021 AGGREGATE s 1000000 DEC) RETENTION$ $ WORICERSCDMPENSATIDNPER E X ER AND EMPLOYERS',UA04M MYPROPRIETORMARTNERAEXECUTWE YEN ELEACHACCIDENT $ 500000, B OFFICERIMEMBEREXCLUDED? a NJA 093-5101231 09/01/2020 09/0112021' (Mohdomy in NH) SL DISEASE.-EA EMPLOYE $-500000 If yyes nb desre under . DESG�RIPTION OF OPERATONS below' F.L.DISEASE-POLICY LIMIT,, s'5100060 E L Each accident 100000 Worker'scornperlsation - � - C 693=6100920(NY) 09/01/2020 0910112021, E L Dise _ ase-ea�omp 100000 EL Disease,,6 policy 500000 DESCRIPTION OF OPERATIONS!LOCATIONS VEIHCLES fACORb 101,Addltlooal Remarks Schedule,ipeyl5e atlacBeg7rmoreePaco I&requited! I CERTIFICATE HOLDER -CANCELLATION SRO"ANY OF,THa ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE- EXPIRATION DATE THEREOF. NOTICE WILL ,8E` DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS.' PO Box 1179 553095 Roule'25, AUTHORIZEDREPRESENTA7IVE Southold- NY 11979 FaX: Email: ©IS 2015 ACORD CORP T N.-All rights reserved. ACORD 28(201ti103) The ACORD name and logo are registered marks of ACORD STATE-OFNEW'YORK, WORKERS'COMPENSATioN BOARD CERTIFICATE OF NYS'WORKERS'COWENSATION'INSURANCE•COVERAGE Ia.,I:egal Name&Address of Insured(Use`street address,only) "Ib:Business TOiphone�Number of Insured ,Shirk Pole Bulidings LLC 717-445-6888 807 Reading,Rdtc.NYS Unemployment Insurance Employer East Ead, P&_47519 Registration Number of Insured, 4Vorlr I:vcaEioti'ofInssirei!(Only regrdredlj,'caverogeisspegfl allt ' Id.Federal Employer'Ideatifccatioh Number of Insured limited to certain locadOiis lin'Aeiv York'Stde,Iz, a Wrap;Up oe S6dal Secorlty`Nbmlier Polley} 26-0902567 2.Name and,Address of the 1,Entity,Requesting Proof of, 3a..;Name ofdnsdrance Carrier, Coverage(Entity Being I*ted as the Certificate Holder), EI I$ Insurance Prvpi3rty 8e'Casuatty C0 34.Palicy Number or entity,listed in box"la" Q93=5 106926 Town,ofBouthold PO*1170 3e.°Policy-effeetive peHod 53095,Route 25 "0910112020 .to_ .0910172021 Southold NY 11979 3d. TheProprietor,Partners or Executive Officers are included. (only check box if ail partnerstoffccers included all excluded or certain partnersloffieers excluded. This certifies that-the insurance carrier„indicated,above in box"3"'insures the business iv*reaced,above in box•"id"for wor[cers' compensation under iheiVew York State*_*'rkers'Compensation Law.fto 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 a_gentwill send this Certificate of I ttmce to the entity listed above as the certificate bblder in box.'T., ,The Insurance Cw7*r will also notothe above cenlfwate holder Wthin-10 days lFa policy is canceled due to nonprryment of premhvras or ;within 3(l.days IFthere-are reasonns brher thim nonpayment of premiiiins that cancel illrre'pflltcy or elimlirate the Insuredfrarir lite coverage indlcaied on this Certificate. (These notices may be sent by'reguiar,mal(.) Dthenvisei this Cert IMe is volid foeoneyear ref er OdFformn is approved by the insurance carrler,or its licensed agent,'or rano!lite policy expiration dale lister!in box"361;whiche0er is earlier. Please Note: Upon the'eancellad6n of,the workers'compensatiou-polky'indicated oa this form,if the-businesscontinties to be named on a permit,license or confract lssued by a certificate holder,the business must provide that certificate,hoiderwith anew Certifcate'of,Worker"s'_Compensatioa Coverage or other authorised"p'roof that,4he'business'Is complying with the mandatory coverage;requirements of the New Wrk State Workers'Compensation Law,. Under penalty of perjury,I'certify that I am an authorized represedtative or licensed agent of the insurance carrier referenced -above and that the named insured'has,the�coverage as depicted on this form. ,Appioved by: Marc-Cipriani oat oan a ofauthoriztd representative or licensed agent-of insurance carrier) Approved by:, 07127/2016 .isignature) - {Date) Title: Telephone Number of authorized representative or licensed agent,of insurance carrier: Please Note: Only,insurance carvers and their licensed agents,are authorized to issue tor_m-C 105.2.Inw=e brokers are NOT authori_ed to issue.-ft. C-]051(9=07) www wcb:state.ny us f"'INEW Workers'STATE Compensation CERTIFICATE OF INSURANCE COVERAGE 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) 1 b.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(Only required if coverage Is specificallyllmitod'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 3a-Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD PO BOX 1179 3b.Policy Number of Entity Listed in Box"1 a" 53095 ROUTE 25 DBL 6026 70-3 SOUTHOLD,NY 11979 3c.Policy effective period 01/11/2020 to 01/11/2021 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits F] B.Disability benefits only 0 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 Benefds insurance coverage as described above. Date Signed 2/5/2020 By (Signature of insurance carrier's authorized representative or NYS Ucensed 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 carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. i If Box 413,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit,PO Box 5200,Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or513 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-920.9. Insurance brokers are NOT authorized to issue this form. DS-120.1 (10-17) Certificate Number 584549 i THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ABSTRACT OF TITLE AND EASEMENTS FOR SUBJECT PARCEL PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT AND ADJOINING PARCELS NOT PROVIDED FOR THE INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PATIOS, PREPARATION OF THIS SURVEY. ABSENCE OF EASEMENTS Lot PLANTING AREAS,ADDITION TO BUILDINGS AND ANY OTHER CONSTRUCTION. DOES NOT DENY THE EXISTENCE OF SAME. S. C. T.M. # 1000-97-3-20. 002 , N 0705 1 '00" W 370.86' Proj • # 17055 i I Lot 2 I Map of Minor Subdivision I Prepared for Scott Kaufman I rn I Situated at � I 1 I East Cutchogue I Z Town of Southold I N a' Suffolk County, New York NI 32.4' Ce VON I N Lot 2 w Raised = Surveyed I O wood rn CV B.1 1.1' Deck Ln N C,4 Co 16.0' 10 N ;.1' 2 sty. w 91 December 18th, 2017 w Frame Resid. 6.1 4.1, #2705 7.0' 7G.7 MUNICIPAL LAND SURVEY, P.C. — \ ' -- fn_.S'YLVIA T ANF.— 21.3' MIDDLE ISLAND, NEW YORK, 11953 (631) 345-2658 I Asp O __ Dwy. I '� 35 1 .97' Iron Pin II Fe.End Fe.End 3'Post 4 Rail Fence i Fe.End 4.2' Ea. 5 0705 1I00II E O.Tta. I 4.7 Ea. e Lot 3 N I Q •' Ba Street nks ' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A Robert W. Ott L.5. NYS Llc. #049620 VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 0 30 60 Certified 1 m o LAW.COPIES OF THIS 5URVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A TRUE VALID COPY. I HEREBY CERTIFY THAT I AM A PROFE55IONAL LAND SURVEYOR LICENSED TOPONANEINTHE FIELDS RVEWYORK, DUNDERMYND THAT Fidelity National Title Insurance Company CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON ALL RIGHTS RESERVED.® 2017 ROBERT W,OTT. OUTSIDE OF THE PLAN IS BASED ON AN ACTUAL FIELD SURVEY PREPARED UNDER MY FOR WHOM THE SURVEY 15 PREPARED AND ON H15/HER BEHALF TO TITLE TRANSFER LISTED BELOW,THIS DOCUMENT MAY NOT BE IMMEDIATE SUPERVISION.I FURTHER DECLARE,TO THE BEST OF MY ..�, THE TITLE COMPANY AND LENDING INSTITUTIONS LISTED BELOW AND REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS PROFESSIONAL KNOWLEDGE AND BELI" People's,THAT THIS PLAN I5 AN United Bank, N.A., I S A O A TO THE ASSIGNEE OF THE LENDING INSTITUTION. CERTIFICATIONS WITHOUT WRITTEN PERM15SION FROM MUNICIPAL LAND SURVEY,P.C.. ACCURATE REPRESENTATION REPRE51NTATION OF THE CONDITIONS l' ARE NOT TRANSFERABLE TO ADDITIONAL OR SUBWilliam ENTITIES. ALL VIOLATIONS OF U.S.COPYRIGHT LAWS WILL BE PROSECUTED. EXISTING AS OF THE DATE HEREON. �Y i l l i a m Z a h o s k i and Stephanie N. Z u h o s ki i ( T APPROVED AS NOTED DATE: Z25-LfifiB.P.# �- :� S COMPLY WITH ALL CODE FEE:-W! � v gY: NEW YORK STAT S •F NOTIFY BUILDING DEPARTMENT AT AS REQUI'-'-n E -� TOWN CODES 765-1802 8 AM TO 4 PM FOR THE ��` �NDITIONS OF FOLLOWING INSPECTIONS: "T' ^ � 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE , � P BOARD 2. ROUGH - FRAMING & PLUMBING -SOL N TRUSTEES 3. INSULATION 4. FINAL - CONSTRUCTION MUST - EC BE COMPLETE FOR C 0, ALL CONSTRUCTICN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE RETAIN STORM WATER RUNOFF OF OCCUPANCY PURSUANT TO CHAPTER 236 OF THE TOWN CODE, D0>4I0TPROCEED:WITH-- `-f RAMING UNTIL SURVEY ,OF FOUNDATION LOCATION HAS BEEN APPROVED- BUILDER u 30' J 8' �8' �6' < •�••••s•e•••••• ®/��o Q 2-2X10 MSR SYP �y, r �' Q o =o =Ln TRUSS CARRIERS �• d tU; N;p d o N NEW BUILDING SPECIFICATIONS * N - 26' X 30' X 12'5" POST & FRAME BUILDING W/1-11' X 30' OPEN LEAN-TO ► " d.• ` 0-18" X 8" CONCRETE FOOTINGS (TYP) �.�, 0�1 • Q�`�� (5301 LB CAP; 4480 LB COLUMN WT) POSTCos�TE � UPLIFT NOTCHED-POST W/12" O p Soj ••• �p��•° 01-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR �iC �S°� 00 02-10' X 9' LONG PANEL CARRIAGE STYLE OVERHEAD ALL GABLE POSTS �3 DOORS W/SHORT WINDOWS W/SQUARE GRILLES 4-36" X 48" THERMALPANE DOUBLEHUNG WINDOWS EXTEND TO TOP OF ROOF TRUSS ® -3 PLY 2X6 GLULAM POSTS W/POST SAVER POST N PROTECTION 8' OC (TYP) CD 2X8 TREATED GROUND CONTACT SKIRT BOARD N 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC N 2-2X10 MSR SYP TRUSS CARRIERS ®10' SPANS (757 PLF CAP; 560 PLF ROOF LOAD) TRUSS CARRIER TO POST=A'X4' GRK STRUCTURAL SCREWS OWNER 8 ®EAPOST (2 PER SPLICE MIN) 2664 SHEAR RATING PRE-ENGINEERED ROOF TRUSSES- M 4/12 PITCH, 48" OC, 30-5-5 LOADING 00 4 ROWS 2X4 BOTTOM CHORD TIES (72" OC.) r 683 LB UPLIFT, H-10A HURRICANE TIES=1340 LB Y r ❑ /12"FASCIA GABLE OVERHANG W/ VENTED SOFFIT & N O co) } 28 GA G-100 PAINTED STEEL ROOFING & SIDING W z 1-3'X3' PAINTED STEEL CUPOLA W/WEATHERVANE = Z 23 12" PAINTED STEEL VENTED RIDGECAP W W 29 GAUGE PAINTED STEEL CEILING IN BUILDING & D PAINTED STEEL TRIM ON LEAN-TO HEADERS & POSTS J W O / 2-2X10 MSR SYP O N JLo2 ❑3 TRUSS CARRIERS m cV � V ' ALL INFORMATION SHORN ON THIS DRAWNG IS THE 1-2X12 #1 SYP 30 —RAF I ER P ATTACHED W�2 PROPERTY OF SHIRK POLE BUILDINGS LLC rJ I, ,� THIS DRAWING MAY NOT RAFTER PLATE FL PLAN X K STRUCTURAL SCREWS AT BE REPRODUCET)TWTH/ur PERMISSION BUILDER AND H TRUSS HEEL & 1 AT EACH POST OWNER ARE RESPONSIBLE .. � � t RT VERIFY ALL DIMENSION SCALE; 3/16" _ "' BEFORE CONSTRUCTION DRAWN BY ALS 2X10 MSR S REVIEW RAFTERS 4' ON CENTE REVISIONS 2-2X10 MSR RAFTER C ERS DATE 11/3/20 SITE.ZUHOSKI FLOOR PLAN f -10' j 10'- - 10' /� 4 1 ' BUILDER J J 36'X 36" 36"X 36" CUPOLA- CUPOLA FO 28 GA. PAINTED STEEL z , 12" RIDGECAP(VENTED) 28 GA J T PAINTED STEEL m x 12 6" RAKE TRIM 28 GA. PAINTED STEEL bN o X SCREWDOWN ROOF I �2 PANTED 1 11 ,PANELS `o 2A�rJE�A.z umBILE o� 1' 36'x 48" 36'x 48" 28 GA. PAINTED STEEL THERMAL PANE THERMAL PANE WALL PANELSLo wlNoow wNoow ATTACHED W/ SCREWS N 28 GA. 6" PAINTED STEEL BASE CORNER TRIM ANGLE rarrrrri BACK SIDEWALL RIGHT ENDWALL `�?�O•• VEt� 'o o !•�" ; SCALE: 1/8" = 1'0" SCALE: 1/8' = 1'0" 2L�. L OWNER ate: r z M 36'X 36' 36"%36" O• 0• y CUCUPO POLA - LA � Y Ld 41 D 6" fig V V L0 ,2 Jw0 STEEL 1j"X6"_ `� HEMMED FASCIA m Lo 0 36'x48" 36'x 48' THERMAL PANE THERMAL PANE WI3.0'X 6'8' 1' ® ® -031E ® N WINDOW NDOW 9 LITE ENTRY Ojn D D DOR I N ALLOPERINFORMATIONF SHORN ON THIS DRAWIN /i IS 11-E PRLE BUIIL BUILDO FC SHIRK POLE INGS LLC •� THIS DRAWING MAY NOT BE REPRODUCED WITHOUT D PERMISSION BUILDER AND ONNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAWN BY ALS FRONT SIDEWALL LEFT ENDWALL REVIEW. - REVISIONS SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" DATE- 11/3/20 SITE ZUHOSKI ELEVATIONS A . BUILDER u J O 28 GA PANTED 6 NAILS 2X4 ROOF PERUN 28 GA.PAINTED rn STEEL.ROOFING d ROOF TRUSS PER TRUSS F STEEL ROOFING Z 28 G11 STRUCTURAL OF RAKE "' O HING RE STRIP //PAINTED STEEL 3-3d�NAILSX120 2x4 ROOF W�POST \ 2X6 FA E PAINED 7 GALV.NAILS PUPoJN ROOF 2X 2X4 GIRT OR PERLIN ARD x 24.ON CENTER 04'ORK F m Q LL FILA 7TTUSS SIRIICiURAC 2X6 1 GAL yV.xNAILS CE IMOPO SCREWS METAL SIDING VENTED o. X � BUILDING HANGER 1•WFJITERITTE OVERHEAD GAgLL TR SOFFIT Z'° HEADERS J CHANNEL PAINTED SCREWS STRUCTURAL DOOR TRIM M FAJ TRIM o WALL8 GA PAINTED POST DOOR FAT�HERSTRP SIDING POST STEEL SIDING /1 SYP ORK STRUCTURAL IEANTO DETAIL METAL/TIDING @ ROOF PURLIN TRUSS SCREW TO POST HEADER TAIL - GABLE OVERHANG ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL -,••..t,-I.a, 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•D• PANTED STEEL WALL POST goorm WALL POST 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD 2 6 NAILS STEEL RA. OOFING GALV.AINTED NAXS / GIRTH PER - PAINTIED TRU 2�•GALVAMZED FASCIA 2X10 MSR SYP DECK SCREWS 48 LEAN-TO 6-3)' CE I ROOF TR VENTED H-10A GALV.MARS 4 NAILS PER 6 GA.PAINTED STEEL SOFFIT HU E EACH SIDE CHANNEL I F&J TRIM TES TRUSS 2X10 MSR SYP CARRIER METAL SIDING LEAN-TO HEADERS SIDEWALL OIRi BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVER W� LEANTO DETAIL FASTENIN0 DETAIL FASTENER DETAIL JAMB DETAIL DETAIL POST tDA1Er r-IV SCALE- 1/2•- 1'0• SCALE: 1/2•- 1.0' SCALE: 1/2•- 1'0• SCALE: 1/z•- 1.0• OWNER `2X4 BOTTOM CHORD 28 GA, PANTED STEEL Q� PERMANENT LATERAL MING INSTALLED W/ WC FOF (SEE SPACING)G) T BRSCREWS & WASHERS T W 2X4 ROOF 2X6 SPIF FACE BOARD 9=51, V) RUNS 24'OC. PANTED 2X4 SPF DIAGONAL BRACE o W Z FROM RDGT]lE 10 BOTH FAMES =411 ROOF TRUSSES D - FASCIA11 11 11 11 11 11 48'OC. W Lu IN PANS cEUNG � - - 11 - - N = '^ PRE-ENGINEERED H-TOA HURRICANE CU - V TRUSSES 48.OC. STEEL J W O 2-2X10 MSR SYP TRUSS CARRI F&J TRIM 771US7( ARRIERS IMO POST m 0 3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24'OC. N N POSTS a' OC.TMP. • V r WALL BRACING C UIREMEHTS: 28 CA STRUCTURAL STEEL ALL INFORMATION SHONN WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U7 7FIEATED POSTS B' OC.TMP. ON THIS DRAH1Nc IS THE REGUIREMENTS: PROPERTY OF SHIRK OF WALL PURLINS WfTH SCREWS 28GA STRIICIIIRAL POLE BUILDINGS LLC STEEL SIDING ®♦�Nl +%l��i THIS DRAWNG MAY NOT PANELS INSTATED ♦ I BE REPRODUCED WTHauT 2xa SPF WALL GILTS 2a•oc ♦♦ j WITH SCREWS \ 33 _ �/�Q� ti N/ r/ PERMISSION BUILDER AND GRADE GRADE °0`e y`•°°°•vEn••••e �P�+ai TO wuFY ALL DIMENSIONS �5'1-!�40T0E0 PSI SY SP TREATED PRESSURE TREATED °���� ••• ''P BEFORE CONSTRUCTION GRADE(SOTTO; ( FIDOR SIP GROUND CONTACT •�� OF OPTIONAL 2X8 SKIRT BOARD ` 'r a DRAW)BY ALS T. - r r• .�. \\ �� Ni REVIEW 3/4'SONE COMPqPLAI) \ \ / /j\///\�//� \\\/\//\ //\\�,/TY/ / \ \\f/// / m : * • REVISIONS (OP110 SOIL POST SAMfRIPATEMm UPL / POST W/12'CONCITLIE FOOTING SEE SIZE •' • b POST W/12'CONCRETEM � "" -`•` /\3000 PSF SOIL � ,. ON FLOOR PLAN) � • : QO� DATE 11/3/20 3000 PSI. CONCRETE(SEE SIZE ON FLOOR ,� I w;;.;' v\ \ f:• / \ \\/\ '., �dp °•'.?`,I,ly • �� SITE*ZUHOSKI \ /\ \ii �i ,r e.®••' O .• SECTIONS TYPICAL SECTIONAME \ \ /\\/\// / TYPICAL FRAME \//\/// '''��I/S �.ICiEN��a���`` (ENDWALL VIEW) \ a \ a��a\i� \ \ SECTION \��ia \ oft/ftOtlifi>��t�t SCALE: 1/4" = 1'0" (SIDEWALL VIEW) o / SCALE: 1/4" = 1'0" ' BUILDER BUILDING DESIGN NOTES AND DETAILS A4.8 tCONCRETE FLOOR(OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE ° A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. d FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY z SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4'9 STRUCTURAL DESIGN PARAMETERS 9 NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE USE GROUP=U m a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. � a LL A4.2 FOOTINGS RISK CATEGORY I o� EXPOSURE CATEGORY= C z STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED FOOTINGS SHALL BE-A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, OCCUPANCY LOAD=AS PER DESIGN LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 m FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=780 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=11,200 A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND ®48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, 60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: A4.4 ROOF TRUSSES 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF OWNER SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) � RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) M & IBC 107.3 41 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES P PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) (n AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER Lu WITHZ WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN Z ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR = LLJ AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASA IND BR WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND N m C7 REQUIREMENTS, DI ENTS, I DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC J LL! O REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO _ J_ FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE. Lo = TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY m O V TRUSSES BEAMS GIRTS,, , , ~ SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, ANDA STRUCTURAL MEMBERS INCLUDING FOOTINGS, N 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE. MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC All INFORMATION SH WN STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS ON THIS DRAWNG IS THE TRUSS CARRIER CONNECTION TO POST. A"x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR P/ =\ --I-F z vluI Fl,:-\T \ THIS DRAWING MAY NOT BE REPRODUCED WITHOUT NOT APPROVED BY A CERTIFIED ENGINEER. Olit�O{Iftll� PERMISSION BUILDER AND A47 METAL WITH #9IDING AND WOODGRIP,ROOFING J" HEX HEAD,LSIDING METAL AND DRUBBERGSHALL BE INSTALLEDWASHERED GALVANIZED pPONSIBLE `��l��� ��31j1�ij/� �oEER�CNSTRU�co COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ®�°a��0 m��v��'•�..�. i DMVN BY ALS MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED : $� REVIEW. #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED o r' ± REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 .ems. j CA: Q METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, :.U-4. e �< DATE- 11/3/20 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. Oma;% CC sITE.zuHosKl • ,P''�eq�ooeusuu«�o Job Truss Truss Type Qty Ply 26'Stock Truss 130mph 129072922 B702270 T26 FINK 1 1 Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Feb 21 10 14 212017 Page 1 ID CIY2zi51OnLMsLIyH01 Sy9ry2Xm-dQQ7egsBXdcsk_QMr8eVMnr4KIA?ppcAv2WnBgzixwW 0-9 610-4 13-0-0 119-1-2 26-0-0 10-6 610-14 61-2 61-2 610-14 0-10-9 5x6= Scale=1 47.1 400 12 2x4\\ 2x4 3 11 12 5 1 2 6 7 10 9 8 4x8= 3x6= 46= 3x6= 48= 6114 13-0-0 17-0.12 26-0-0 611-0 i 4-0-12 I 4-0-12 &1111 I Plate Offsets(X.Y)— f2 0-1-2.Edael.f6 0-1-2.Edae1 LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.34 2-10 >904 240 MT20 197/144 (Roof Snow--300) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.54 2-10 >565 180 BCDL 5 0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.17 6 n/a n/a BCU_ 0 0 BCDL 50 Code IBC2015rrP12014 (Matnx) Wind(LL) 0.18 8-10 >999 360 Weight.118 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-9-9 max.) BOT CHORD 2x4 SPF 165OF 1.3E (Switched from sheeted*Spacing>2-8-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. REACTIONS. (Ib/size) 2=2166/0-6-0,6=2166/0-6-0 Max Horz2=146(LC 9) Max Uplift2=683(LC 10),6=683(LC 10) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-469311396,3-11=-405511217,4-11=-4028/1240,4-12=-4028/1240,5-12=-4055/1217,5-6=-4693/1396 BOT CHORD 2-10=-1211/4312,9-10=708/2955,8-9=708/2955,6-8=-1211/4312 WEBS 3-10=-1083/443,4-10=297/1308,4-8=-297/1308,5-8=-10831443 NOTES- 1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf;BCDL=3.Opsf,h=15ft,B=45ft;L=28ft,eave=4ft,Cat.11, Exp C,enclosed,MWFRS(directional),cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL ASCE 7-10,Pf=30.0 psf(flat roof snow),Category ll,Exp C,Fully Exp.,Ct=1.2 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20 0 psf or 1.00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown Include weight of truss Top chord dead load of 5 0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load 6)Plates checked for a plus or minus 2 degree rotation about its center 7)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 Ib uplift at joint 2 and 683 lb uplift at joint 6 9)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building O� �rV designer, rV 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �,JPN GA�j Q til ` 1t It1 0-08000 �Q�'ESSE4�� February 21, 17 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown,and is for an Individual budding component,not a truss system Before use,the building designer must vent'the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Wel is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabricat on,storage,delivery,erection and bracing of trusses and truss systems,see ANSU711 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd information nformation available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017