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HomeMy WebLinkAbout40001-Z Town of Southold 12/23/2015 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37985 Date: 12/23/2015 THIS CERTIFIES that the building ACCESSORY Location of Property: 13 10 West Rd, Cutchogue SCTM#: 473889 See/Block/Lot: 110.-5-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2015 pursuant to which Building Permit No. 40001 dated 8/12/2015 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 Forsberg,Meredith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF,HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. — PLUMBERS CERTIFICATION DATED J A ,�CVed §Vi/natul"e SSU t� TOWN OF SOUTHOLD �� Camey BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40001 Date: 8/12/2015 Permission is hereby granted to: Forsberg, Meredith 1310 West Rd Cutchogue, NY 11935 To: Construct accessory building as applied for. At premises located at: 1310 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-12 Pursuant to application dated 7/31/2015 and approved by the Building Inspector. To expire on 2/10/2017. Fees: ACCESSORY $244.00 CO -ACCESSORY BUILDING $50.00 Total: $294.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 ii Dat . -7 — ID JS New Construction: Old or Pre-existing Building: (check one) Location of Property: 5) h1Qs► I th Q� House No. Street Hamlet Owner or Owners of Property: S S Suffolk County Tax Map No 1000, Section ck Lot Subdivision Filed Map. Lot: Permit No. %)Q0 1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ eo Applican gnature 1 coo o��OF so1141 cOUNTY,� TOWN-OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO : [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [, ] CAULKING REMARK : / - c Ad I r—' P j DATE'- INSPECTOR ®®® OF SOpT�o cout Y,N TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1-ST - [ ] ROUGH-,PLUMBING --- [ ] FOUNDATION 2ND [ ] 1 LATIOW [ ] FRAMING /STRAPPING [ FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL"(ROUGH) [ Y ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE '� I'Ar INSPECTOR ROUGH FROnNQ PLU.MBVG'y r 1 • a ENEPoy cbDB MID wwr .. r n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 O4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /l Survey SoutholdTown.NorthFork.net PERMIT NO. (� Check Septic Form N.Y.S.D.E.C. Trustees Lai r C.O.Application j Flood Permit Examined ,20 I ;I j Single&Separate jJUL 2 9 2019 i Storm-Water Assessment Form -�-�� Contact: Approved ,20 I`v0j� )y !o fss Disapproved a/c I Phone: (,,5(- ,, �,5(^73 , Expiration ,20-17 Buildi Spector APPLICATION FOR BUILDING PERMIT f Date �S , 20 _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio (Signature of a plicant or name,if a corporation) 1 /o (Mailing address of applica• n35 State whethepApplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- to we51 House Number Street Hamlet Jc' County Tax Map No. 1000 Section ` 1 � : t��_ ;`„-B,lock;;-_rY•� =�~ �/ Lot 1041 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 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 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_J'_� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 7 14. Names of Owner of premises ti� iddress�; �Q ��^ �C� Phone No. �J — 1 Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on sur ey. 1'8. Are there any covenants and restrictions with respect to this property? * YES NOY, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFqjFj kaz ���/ /��� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the D�A)f-�eg- (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 nth day of 201 ACEY L. r)wv;=n �4.1 A 4 4� Notary Public NOTARY PUBLIC,STATE OF NEW YO tgnature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY'' COMMISSION EXPIRES JUNE 30, r Scott A. Russell STORZIMMAT]ER SUPERVISOR I�vl[A\-NA(G�]EI� UEN T SOUTHOLD TOWN HALL-P.O.Box 1179 '0 �J► 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town n Of 1J(�o u t],,L o 6 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) ❑ 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. E En C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E V] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E[ ] F. -Installation of new or resurfaced impervious surfaces of 1,000 square 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, Signature, Contact Information, Date & County Tax Map Number! 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. 'P: 1000 Date Duinct _ NAME: 1 �J ��O I /'I®— 1� (P." Section Block Lot E :>R Bt_;►Dl�;(; DEP1F'T�.I1 T t.SE ONLY . Contact Information — — — — — kOh 062 7 �� — Reviewed By: .� Date. Property Address / Location of Construction Work: — — — — — — — — — — — — - — — — — �p�, Approved for proce�srng Building Permrt- � '" Stormwater Management Control Plan Not Required. ��.� ® Stormwater Management Control Plan iJ d Require (Forward to Engineering Department for Review) FORM 1 SMCP- TOS MAY 2014 o�QSUFFQLk�oG Town Hall Annex �� Telephone(631-1802 54375 Main Road o _ Fax(631)734-9502 P. O. Box 1179 Co 2 Southold, NY 11971-0959 BUILDING Dbl RTMENT NOTICE OF. UTILIZATION.OF_TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD•CONSTRUCTION AND'/.OR TIMBER CONSTRUCTION Date: Owner:. f " • • ��46 Location of Property: 31 U '�, °'� e- t 's Please take notice that thecheck a � licable`line : r5' ( PRS ) ew residential structure , '~a�• ;.. ' ,a Addition to existing'residential structure Rehabilitation to an,existing residential structure to be constructed or performed at the`subject pr'o'perty;refe'rence above will utilize (check applicable line): P ; r r. Truss type construction.(TT) Pre-engineered wood construction I'W Timber construction (TC)v -d in the following locations) (check applicable line): r Floor framing, including igirders,and beams(F) Roof-f-ramind(R)' t _ Floor and roof framing (FR) Signature: Blame (person submitting this forrri): i �/^ Capaci (check applicable line): Owner Owner representative > TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMANALPHANUMERIC - ''PANTONE _DESIGNATION;OF•'CO'66!-RUCTION (PMS)#17 r' .g ;, '� ?" �` TYPE BAS�D;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" IVB I N• - REFLECTIVE WHITE • 4 ' 112" STROKE __. ..... __--.`_..-_ .._ ..'-pESt�iV7�'i�td�Oft's'i`CttiC'Y-liitAL� •- ------...._.__.:----- ----: _-•------- --- 1.. :COMI?Ol�E [S, kI'NT'Al2E-OF. -7R(1S9 CONSTRUCTION ^F" FLOOR FRAMING,INCLUDING - -- GIRDERS AND REAM, RQOF:FRAMING;., . "FR" F�;O�it Aiitfj Ei(dOt'RKAfitttrl`G TRU' -OBN TIRW- A CN.SIGN l ,- COWUJANCE I/tlf-CH 19 W.CPR PART....12 54�i t - -, . 117rT08CFLE , CODES t7tVISION E AN 'LE TRUSS IDENTIFICATION SIGN DATE U08/2005 r.—. NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORiCEMENT '` AND ADMINISTRATION zn�.�Qsueux:tr�rt�; el 00 tAo y ten9 00 1 A F• A� �5 U stip sa � h2 oft , ,>zs / " � �h (� e�?a'u°,�` �. �® ` .� Qoe �---. 'L N t �r 51 d� S N to p��pn D� 'ZI�^16 TEN oz 1p 2`° ' N W t0 •O_ to t � W dir m t 50p214pSOAP '1N Z pp - i SURVEY FOR �rJ�� LM `"AVTNORIEFD ALTERATION OR ADDITION " —0�-G- TO THIS SURVEY IS A VIOLATION OF CUTCHOGUE C/ SICTION 73C"OF THE NEW YORK STATE EDUCATION LAW TOWN OF SOUTHOLD OF THIS SURVEY MAP NOT frLARIN(j THI&A BUFF CO, & Y. GUARANTEED TO- NEW Y6/ THE LAND SURV[YOR S INKED SEAL OR - ` FMSOSSED SIAL SHALE NOT 9 CONSIDFRM THE T1 TL GUARA TO RF A VALID TRUE COPY SCALE' I H' 40" ejkl" �N W• YpLy GUARANTIIS INDICATED HEREON SHALL RUN Y 8 YOUNG OUNG ONLY TO IS PIRSON FOR WHOM THE SURYEY JUNE 26, 1975 BY• }/ , RS PR11AR1D,AND ON Nis KHALF TO THE ,rC��^S!/7R`'• �� '7(� trtLF COMPA►rt•GOVERNMENTAL AGtNCY AND dQLDEN FEPOING It411TUTION P57ID HFRTON,AND tVTHEN =.utoF A,t NWT GFR PRO FESSIONAL £ `' r TO LAND S(/RYEYOR, lK oTo ADDITIONAL tr.11rtunoNs W stJU1QUFNF R/YERHFAD, /V 1, Oaf Ho t-21P A jr, ttA NO STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Is.Legal Name 8i Address of Insured(Use street,address only) lb.Business Telephone Number of Insured, (717) 989-5393 Shirk Pole Buildings LLC 111 E Black Creek Rd lc.NYS Unemployment Insurance Employer East Edri PA 17519 Registration Number of Insured N/A Work Location of Insured(Only required if coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York'State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567' 2.Name and Address of the Entity Requesting Proof of 3a. Nam_a of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property/Casualy Co _Town of Southold 3b.Policy Number of entity listed in box"la" 53095 Route 25 Q935100926 Southhold NY 11971 3c. Policy effective period - 09/01/2014 to 09/01/2015 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partnersloSicem included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box "Is" 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"T'. The Insurance Carrier wl11 also notes the above certificate holder within 10 days 117apolicy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Cerdficate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed In box 113c",whichever is earlier. Please Note: Upon the cancellation of the workers'compensation policy indicated on this form;if the business continues'to be' named on a permit,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'depleted on this form. Approved by: Marc Cipriani (Print name of authorizcd representative or licensed agent of insurance carrier) Approved by: /#y 10/21/2014 (Signature) (Date) Title: Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 800-248-0811 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-I05.2(9-07) www.wcb.state.ny.us STATE OF NENXT YORK WORKERS'COMPENSAMN BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Instl(ance Agent of that Carrier Ia.Lego,Nwne and Addios,of Insuled(Use street address only) M.Business Telephone Nt wlber of Ins11red SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD 1c.NYS Unemploynwnt ii4urmice Employer Registm tion EAST EARL, PA 17519 Number of Insured I d.Federal Eiriployer Identification Number of Insured or Social Securitv Nuniber 260-90-2567 2. Mum mid Address of the Entity Requesting Proof of 3a,Name of Insittance Carrier Coverage{Entity Being Listed as the Certiricaje Holder) NEW YORK STATE INSURANCE FUND Town of Southold 53095 Route 25 3b.Policy Number of entity listed in box"la"': Southold, NY 11971 DBL 6026 70-3 3c.Policy effective peri4&- 01/11/2015 to 01/11/2016 4.poficy covers: a.0 All of the employer's employees eligible under the New York Disability Benefits Law b.0 Only the folloiviogelm or classes of the envioyees employees: Under penalty ofpel ury,I certify that I not an authorized representative or licensed figttl Oftht i"urance carrier refemiced above and that the named imiuted has NYS Disabilit- y Benefits insurance covierage as described above. Date Signed 06/29/2015 By Joseph J Masi (Sigrature of irsuranoeca crier's authorized represertative of NYS Uaarsed insura rre Agerd of that imurancet2rrier) Director of Wisabillifty Benefits Insurance TelephoneNumter , -(866)6974332 Tit PdMRTAN-T- if box Ne iscbeckcd,and this fonts is signed by ilic insurance carrier's authorized represented voTXYS Licensed lusmauce Agent of char lfbo,%-4V is checl"dds1c,71ificale is NOT COMPLETE for Purpot*s,ofStction 220.Subd.a of that thsabday Benefits Law. It ami be iffmildd for Completion to the Wqek-trV Conwcusmm Board-DB Plans Acceplartce unit.1b Park Street.Albany.xtw York 1220-. PART 2.To be completed by ffY-S Workers"Compensation Board(OnNy If box r4W of Part I has been checked) -State Of NeW York'' Workers'Compensation Board- According to information maintained by the NY$%Vo&as'CompeuMlion Board.The above-named employer complied N%ith lbeNYS Disabihty Benefits;Law with respect to all of his ber employees. Date Signed 15 isipmure OfNlys WofkeiW coulpensatim B0*d Finployet) Telephone Number Title Please Noie:'Coly insurance carriers licensed to write NYS diubility benefits insurance oficies and NTS licensed insurauce agents of those tnsikmicerSuyiersare authorized to issue For}l)B-120.1, Insurance brokers are NOT authorized to issue this"fonn.' DB-12q.1(5-06) Certificate Number 329370 �1 OP ID:AH CERTIFICATE OF LIABILITY INSURANCEDAT061081"5 osloarl5 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may,require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER Phone:717-035-2929 �E°T Unruh Insurance Agency,Inc. Fax:717-335-2923 PHONE F P.O.Box 259 Ar No Na Denver,PA 17617 ADDRESS: Jessica L.Horst PRODUCER cuU MER SHIRK-2 INSURERS AFFORDING COVERAGE NAIL Y INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchange 26271 807 Reading Rd INSURER B.-Erie Ins.ProCas Co 26830 East Earl,PA 17519 INsuRER c- INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE,BEEN REDUCED BY PAID CLAIMS. i SR BUB"TYPE OF INSURANCE POLICY NUMBER M CY FF Ml MNG EXP LIMITS GENERALLIRBUJTY EACH OCCURRENCE S 1.000.00 A X COMMERCIAL GENERAL LIABILITY 045 0153561 H 09/01114 09/01/15 PREMISES DAMAGE TO R T $ 1,000,00 CLAIMS-MADE OCCUR MED EXP(Any one person) S 5,00 PERSONAL&ADV INJURY S 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENL AGGREGATE LIMIT APPLIES PER. PRODUCTS-COM PIOP AGG J S 2,000,00 X POLICY PRO- LOC S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ! 1,000,00 (Es eccidenq ANY AUTO BODILY INJURY(Par person) S A ALL OWNED AUTOS 009 0131793 H7 09/01H4 09/01/15 BODILY INJURY(Per acaderd) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Peracckdent) X NON-OWNEDAUTOS S S UMBRELLA UAB HOOCUR EACH OCCURRENCE S EXCESS L1AB CLAIMS-MADE AGGREGATE S DEDUCTIBLE S RETENTION S 3 WORKERS COMPENSATION X WC STATU-LIMITS JH O R AND EMPLOYERS'LIABR M A ANY PROPRIETORIPARTNERIEXECUTIVE Y l N Q93-0102249 H(PA) 09101/14 09101/16 EL EACH ACCIDENT 3 500000 B (Mandl In H)EXCLUDED? NIA 093-0100926 H(NY) 09101/14 09101/15 E L DISEASE-EA EMPLOYEE i 500000 If Yyes dascnroe under DESCRIPTION OF OPERATIONS bet. El DISEASE-POLICY LIMIT S 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remmke Schedule,U mora apace Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Horst Southold,NY 11971 HO D a NTATIVE Ica l..Horst CL © 88-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are reg red marks of ACORD --- -------- -- - ----- - i S _ ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED DATE: 8.P. i FEE: BY: NOTIFY BUILDING DEPARTM TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. i COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF um lvvvN IN N�F3-BE�- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. c 807 READING RD EAST EARL PA 17519 877-845-6888 FAX 717-445-3001 www_shirkpolebuildings_com Quoted by Linus Shirk NEW BU/LD/NG QUOTE DATE NAME: GEORGE CLANCY 4/20/15 STREET: TOWN: CUTCHOGUE, NY PHONE: EMAIL: NEW BUILDING SPECIFICATIONS SIZE: 18'WIDE X 20' LONG X 12'4" POST & FRAME BUILDING EAVES: 12" ROOF OVERHANG ON 2 SIDES W/VENTED SOFFIT GABLES: FLUSH GABLE WITH 6" X 6" RAKE TRIM ROOF: 4/12 PITCH PRE-ENGINEERED ROOF TRUSSES 4' OC. ROOFING: VALSPAR 29 GAUGE G-100 40 YEAR PAINTED STEEL PANELS SIDING: VALSPAR 29 GAUGE G-100 40 YEAR PAINTED STEEL PANELS TRIM: VALSPAR 29 GAUGE 40 YEAR PAINTED STEEL DOORS: 1-3' X 6'8"WHITE 6 PANEL VINYL & FIBERGLASS ENTRY DOOR DOORS: 1-16'X 10'WHITE COMM. INSULATED OVERHEAD DOOR IN GABLE END DOOR TRIM: SQUARE CORNERS ON OVERHEAD DOOR OPENINGS RIDGEVENT: 20' OF CONTINUOUS LOW PROFILE COBRAVENT DRAWINGS: NEW YORK ENGINEER SEALED DRAWINGS TOTAL PRICE $10,600.00 (PRICE INCLUDES MATERIALS, LABOR AND DELIVERY) OPTION#1: 1/2" FOIL FACED INSULATION IN ROOF $400.00 OPTION#2: ADD 4' TO LENGTH OF BUILDING $800.00 OPTION#3: TOTAL PRICE WITH ALL OPTIONS $11,800.00 30 DAY QUOTE TRASH REMOVAL,STONE BASE AND SITE LEVELING NOT INCLUDED �'Oal'2ERrC�� ►L �9! ICUZWE TTJRr�A�►� drE �JE IAS BUILDER - _ Q a 20' d 8' �a 16 U.ac v 1 29 1 29 M n' 2-2X10 #1 SYP TRUSS CARRIERS DESIGN Ld o NEW BUILDING SPECIFICATIONS ALL GABLE POSTS 18' X 20' X 12'4' POST& FRAM I IN L G)0) EXTEND TO TOP �,� > >r OF ROOF TRUSS 0-18'X e'CONCRETE FOOTINGS (TYP) p Q if (5301 LB CAP; 3200 LB COLUMN WT) / Q 1 1-3'0'X 8'8' 8-PANEL FIBERGLASS ENTRY DOOR EL Q O OI 2 -18' X 10' INSULA70 STEEL OVERHEAD DOOR 0 9 J ®-3 PLY 2X8 GLU-LAM POSTS 8' OC (TYP) ul 2X8 TREATED GROUND CONTACT SIM BOARD d � `n 2X4 SPRUCE WALL GIRTS & ROOF PERUNS 24'OC 0 _ 2-2X10 /1 SYP TRUSS CARRIERS 08' SPANS 00 00 7RUS51GYM POST{`'X4'GRK 7 PUF CAP*. 400 PLIF ROOF SMMS N Q0 00 OWNER r SHEAR RA7 ( )18 PRE-ENGINEERED ROOF TRUSSES- 98 WG M 4/12 PITCH, 48'OC,30-5-5 LOADING 3 AM 2X4 EDROM OM MML MI G W OC) 993 LB UPUF,5-1121)FACE NABS-415 LB(PG A4.5) EI-16A HURRICANE W Q r 29 GA G-100 PAINTED STEEL ROOFING & SIDING �• 12'SAVE OVERHANG W/VENTED SOFFIT&FASCIA Z ILL co FW91 GAS ESS W/r PAINTED STEEL RAID=TRIM = W W 12'PAINTED STEEL VENTED RIDGEW �_ '_^ V M 0 Lu Ln / wV- U 2-2X10 #1 SYP W H TRUSS CARRIERI 2gS U ALL INFORWATION SHOYN W THIS DRAWNG IS TIE PROPERTY OF SHIRK POLE BUILDINGS LLC 8' g' 4.' BESRF�PR00DUCED YITILNOT ODUT PERMS90N.BUILDER AND 2 0' Gm WNR ARE ALRL.OBE %131FY Dr�aS 111 11111tolf"fBEFORE CONSTRUCTION ketV�i��� DRAW)BY. ALS "V so REVIEW FLO 0 R PLAN ����. P .PpF�;•09 RENSIONS SCALE: 1/4" = 1'0" �M n i w e DATE: 6/29/15 W SITE:WEISS :2� '• .•°-Z FLOOR PLAN 2 BUILDER 00 41 E 29 GA PAINTED 1 a STEEL 1j•X6" 2STEEL DOUBLED $ d HEMMED FASCIA ANGLE Z TRIM " 'n �jj J1.1 PAI 29 GA. PAINTED ® a STEEL STEEL L 6" CORNER TRIM d d- DESIGN N d o co > a Q BASE Q,a_ ANGLE 0 0 � o BACK S ID EWALL LEFT EN DWALL 0 SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" OWNER 29 GA. PAINTED STEEL 12" RIDGECAP(VENTED) I 29 gq 6` PAID Ll.1 r _L STEEL RAKE TRIM �j Z G NE L 00 41 / LLui W SCREWDOWN ROOF I = W PAN r,� r—_ 29 GA. PAINTED Q p 0 STEEL 8" OVERHEAD W V-- DOOR DOOR TRIM Lu r (� 16'0" X 10'0" 3'0"X 6'8" 6 PANELJ. OVERHEAD DOOR ""' "AN ENTRY t PROPERTY THS WOAF IS THE SHIRK DOOR ® ® I POLE BUILDINGS LLC � THIS DRAWNG MAY NOT 9 N BE aJT PDRMISSCOBULaER NO °,`�1NtlNIrJM/�� OMER ARE RESPCNSBtE M VERIFY ALL wErmwS �6 i[ ••y �O� BEFORE CONSTRUC71ON DRAWN BY. ALS �. G) �/lj•1. / REVIEW: ti•;� REVISIONS =r :Q s • �G° 7k t o ZN 2� DTE6/29/15 "°mo 'R ••••,. �' °`�eaSITE:''SSFRONT SIDEWALL RIGHT ENDWALL ELEVAnONS SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" "" °jjj11��� A . 2 ' t BUILDER w PAMIED RIDGECi1P a N U Rom ROOF PE1Giil 29 GA PAINTED a H OR 2'WFATERIRE ROOF TRUSS PER 7Rllss STEEL ROOFING O i SF�AL7REE PABOm srlifllls AI�NTED 2-3ix1zO \ _ 4 CLOSURErx.NABS �PPURI�IN scraoNs 2X4 GIRT OR PER LIN wAIl 14 STRIPS 2,ON CENTER J14 GRL n TRUSS 2Xe 0 a 4x120 sr�rs 4 GAL.1WSS INTO TAI stDaK1 A a 2x4 RooFy/AD P SCREWS oVERHEATRIM RAK£TRW d u PERUf15 9.ON cERrTrB s� OVERHEAD AD DOOR D •Vvd 12'WIDOE CAP METAL SIDING • ROOF PU-R I SSYP ORK STRUCTURAL DOOR ERSTRIP tl DETAIL ROOFING FASTENERS FASTENING DETAIL SCREW TO POST OVERREAD DOOR RAKE TRIM CARRIER FASTENER DETAIL HEADER DETAB. DETAIL SCALE:1/r-1'0' SCALE: 1/2'-1'0' SCALE:I — 1'0• SCALE 1/r- 1'0' 1 SCALE: 1/r. 1.0• SCJLLE 1/r DESIGN LI 1 O WALL POST PANTED ROOFING; (D WALL POSTN � PER!% ROOF PERL9i DOOR JAYS 2Xe FACE BOARD > Q GALV.NALS / CYif ROOF FAINTED Wv p FASCIA O) O d G4V.e— ROOF L1 01 NALS4 NAILS PER CA PAINTED STEEL S� O J EAf:FI SIDE CHANNEL POST Fm!TRW Y cn TRUSS d d• CO •. _Jr METAL SIDING Q co TIUIS'TO TIE BLOCKI ENTRY DOOR SCALE 1/rD R1'0• BSDq( SCALE 1/r-FASTENER DETAIL '0' SCALE 1/2' 1'0' 1SCALE; AIL lr-NANo 29 GA. PAINTED STEEL SCREWS ROOFl INSTALLED OWNER WASHERS L0 `2X4 BOTTOM CHORD PERMANENT LATERAL BRACING (SEF TRUSS y 0) WG FOR SPACING) CO r 2X5 SPF 2X4 FACE BOARD W NS 24 OC, PA4ATD 2X4 F TXAGONAL BRACE 11311 FTa011 faDffSi2E 7D BOM 9m g46 Z FA9dA 11 RUSSES LL1�llTm . = W W PTE—ENGINEERED R OF Pte'' �_�EE�a TRUSSES 48'OC. PA! STEL I HI ni III 1✓ 2-2X10/1 SYP TRUSS CAIOBERS TRUSS NOTCHED—F&J TRIM UPLIFT TI W Q O #1 SYP TRUSS CAS INTO POST w M V Lu 3 PLY 2X6 GLU—LAM 2X4 SPF SIDEWALL GTRTS 24'OC. C N POSE B' OC. TYP. U WALL BRAaNc RE7GUutELENTS 29 GA STRUCTURAL STEII. ALL INFO IAAna SHOVIN WALL BRACING PANELS IDSTALLED TO DL1EReOR AWPA U1 7RFATED POSTS B'OC.TVP. ON THS DRAWNG IS THE REGUIREMENRS: OF WALL PURLxS WRH SCREWS PROPERTY OF SHIRK 20M STRUICILIPIAL POLE BUILDINGS U.C. STEEL SIDINGT. DRAWNC MAY NOT 2X4 SPF WALL GIRTS 24'OC PFTH ff REPROOUTm NTHOUT WREL SCREW PEFUS9W.BULGER AND GRADE RESPONSIBLE 2X8 PRESSURE TREATED GRADE PRESSURE TREATED A111 IIIIIIIRIYi�/�i TO�Y'�°SMS WINE(BOTTOM 4—„� �„DO �rol SYP SKIRT BOARDN,,_, C OAR aaaaaaa .. . NF� ,�� BEFORE CONSTRUCTION OF SIG � i DRAWN BY: ALS • .•••, i/\/ \/\/\/\/\/\/\/\ \/ /\/\/\/\/\/\/\/\/\/ \/\/ C� •P'• • ..PpF••O�Q'�� REVIEW. 3/4' NE BlSE COMPACTED 2�e� REVISIONS: (BPLIOWIL) SOIL BAg08L :� 3000 PSI.CONCRETE FOOTING I i\/\\/ /�%\%30oo\PSF/SOL/�%\\%\\% \% ON FLOOR PUW)/\/\\\\� \\j L 1T1 '� !U (SEE SIZE ON FLOOR PLAN) M /\\// /\�\\' //\\/// // [V DATE: 6/29/15 1 :2\• SITE:WEISS \ \ \ \ \ \ \ \ TYPICAL FRAME ���O Z•.,: ��e�� SECTIONS EN D WAL IO VIEW)TYPICAL FRAME / / / / / (S ID EW SECTION VIEW) ' .�F.. SIONP� ` /� 7 SCALE: 1/4" = 1)O" SCALE: 1/4" = 1'0" 111111 L1 4 J BUILDER J BUILDING DESIGN NOTES AND DETAILS A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) ap K FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. d SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN r' NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. BUILDING USE= STORAGE a A4.2 FOOTINGS o 12 a STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U ua FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, EXPOSURE CATEGORY= C tl HEIGHT & AREA LIMITATIONS=56 UNPROTECTED r LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN r FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. A43 FRAMING TOTAL FLOOR AREA (SQ FT)=360 DESIGN BUILDING VOLUME (CU FT)=5300 LL o LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. a r LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND co YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. a> > FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSFQ CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, ®48" BELOW GRADE UNLESS NOTED OTHERWISE. o IL USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. a rn SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES -I A4 4 ROOF TRUSSES cn - ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d -in COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 RESIDENTIAL CODE OF NEW YORK STATE co � E TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 NEW YORK STATE BUILDING CODE SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA: OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) M & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ® r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) 3.3. W } WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) LL u) ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES = W LU A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ~ EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN o 0 WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND r" UJ POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS w M = SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. Lu T- IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE 153 PLATED 1.2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, V NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 14" STRUCTURAL PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL INFora mai slow TIMBER IS 1 PER �" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: {�"x4„ SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ON THIS DRAWNG IS THE ADDING ADDITIONSSNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY SHIRK , GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, POLE BUILDINGS LLC. STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. THIS DRAWNG"Y NOT TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BETAUS9W�XR WTI40`r LBS, MIN. BENDING ANGLE=35' OWER ARE RESPaNaBUE A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS TO MIWY,L DDAMONS WITH #9 WOODGRIP, r HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED NOT APPROVED BY A CERTIFIED ENGINEER. »6e601011p't BEFORE CONSTRUCnON COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `��aF NFA y',� DRAM BX ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED ������ °°°�°°A RECISIONS. #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED : C2°g°° ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. y METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT =r ; „ M. EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; =n g� �¢ DATE: 6/29/15 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. a SITE WEISS <U 1 N - Z e DETAILS '.��'OA•., X14 A . 4 » .4` Job Truss Truss Type City Ply Delmas B ,124438498 8506317 T1 FINK 1 1 Job Reference(aphorist) ' Superior Trusses, Ephrata,PA 17522' 7 530 s Jul 112014 Mi ek Industries,Inc Mon Jun 29 1133 29 2015 Page 1 ID En7131DY3X2P_xFOKN4Skkzl RVb-OVG13DIzkYtll14K7OvYuehTsEs)g5CgdXyh6nzl RGa i-0-10-81 4-10-14 I 9-0-0 I 13-1-2 18-0-g ,18-10-8 g-0-8 4.10-14 4-1-2 4-1-2 4-10-14 o-tae Scale=1 325 4x5= 4 00 12 2x4\\ 2x4 3 5 2 6 ' Ib to 9 8 4x6= 3x6= 3x6= 3x6= 46= 6-33 11-8-12 } 18-0-0 1. 5-5-6 6-3-4 Plate Offsets(X.Y)— 12 0-2-6.Edae1,16 0-2-6.Edaal LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loo) I/defl Ud PLATES GRIP TCLL 30 0 Plates Increase 1 15 TC 0 78 Vert(LL) -019 8-10 >999 240 MT20 197/144 (Roof Snow=30 0) Lumber Increase 1 15 BC 0 95 Vert(TL) -029 8-10 >722 180 TCLL 5 0 Rep Stress]nor NO WB 0 22 HOrz(TL) 009 6 n/a n/a BCDL 00 BCDL 5 0 Code IBC2009/TPI2007 (Matrix) Wind(LL) 018 B-10 >999 360 Weight 58 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD 2-0-0 oc puffins(2.6-11 max) BOT CHORD 2x4 SPF No 2 (Switched from sheeted Spacing>2-8-0) WEBS 2x4 SPF No 2 BOT CHORD Rigid calling directly applied or 4-8-6 oc bracing REACTIONS. (Ib/size) 2=1558/0-6-0,6=1558/0-6-0 Max Horz 2=139(LC 8) Max Uplift2=-993(LC 9),6=-993(LC 9) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-3=-3230/1828,3-4=-2775/1639,4-5=-2775/1639,5-6=-3230/1828 BOT CHORD 2-10=-15742948,8-10=-938/2017,6-8=-15742948 WEBS 3-10=-736/521,4-10=-425/897,4-8=-425/897,5-8=-736/521 NOTES- 1)Wind ASCE 7-05,120mph,TCDL=3 Opsf,BCDL=3 Opal,h=25ft,B=45ft;L=24ft,eave=4ft,Cat II,Exp C,enclosed,MWFRS(all heights),cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-05,Pf=30 0 psf(flat roof snow),Category Il,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 chard dead load of 5 0 psf(or less)Is not adequate for a shingle roof Architect to verify adequacy of top Chard 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 chord live load nonconcurrent with any other live loads 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atloint(s)except Qt=1b)2=993, 6=993 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss 10)Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord June 29,2015 ®WARNING-Verily designP.—efemandREADNOTESONTHISANDINCLUDEDSUTEKREFERANCEPAGEKI-7413 rev 02/16/1015 BEFORE USE Design wild for use only wish Mri connectors This design Is based only upon parameters shown,and h for an Individual building component Applicability of design parameters and proper incorporation of component h responsiblity of buShcng designer-not truss designer Bracing shown Is for lateral support of Individual web members only Additional temporary bracing to Insure stabilty during construction Is the responsibillity,of the erector Additional permanent bracing of the overall structure is the responslbIlily of the building designer Far general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1711 Quality Cdfeda,DSB-09 and BCSI Building Component 14515 N Outer Forty,Suite#300 Safety Information available from Truss Plate Inslilule,781 N lee Street.Suite 31Z Alexandria,VA 22314 Chesterfield,MO 63017