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HomeMy WebLinkAbout40893-Z FOL/rc®�y Town of Southold 10/25/2016 P.O.Box 1179 a v'- 53095 Main Rd o4 O�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38614 Date: 10/25/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 1125 Ole Jule Ln.,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.40-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/2/2016 pursuant to which Building Permit No. 40893 dated 8/9/2016 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 SHED AS APPLIED FOR The certificate is issued to Doorhy,Joseph of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut o ' d Signature �g�FFoi TOWN OF SOUTHOLD 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#: 40893 Date: 8/9/2016 Permission is hereby granted to: Doorhy, Joseph 1125 Ole Jule Ln Mattituck, NY 11952 To: construct accessory shed as applied for. At premises located at: 1125 Ole Jule Ln.,Mattituck SCTM # 473889 Sec/Block/Lot# 122.-10-2 Pursuant to application dated 8/2/2016 and approved by the Building Inspector. To expire on 2/8/2018. Fees: ACCESSORY $400.00 CO -ACCESSORY BUILDING $50.00 Total: $450.00 1 it in spector 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 11.02,)' DLC c-v House No. Street Hamlet Owner or Owners of Property: cToseta H /9e-/,* Suffolk County Tax Map No 1000, Section Block LD Lot Subdivision Filed Map. Lot: Permit No. `-/Og73 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ App icant Signature SOplyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ,] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL CS W,b ) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 01 Ad dA& 9Kaiiqez;13Cee�� ckfIorj 4" Zo�l yv( cs &a u I re�,4 . DATE INSPECTOR oE SO(/lyOl � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT-'ICAL (FINAL) REMARKS: DATE oI-1,v INSPECTOR James A. Koppenhaver, P.E. 304 Logan Avenue, Wyomissing, ,PA 19610 (484) 794-9949 info@koppenhaverpe.com October 20,2016 D To: -Town of Southold D Building Department OCT 2 ? 2016 P.O. Box 1179 ' 53095 Route 25 BUILDING D EPT Southold,NY 11971 TOV6'N OF SOS Phone—631-765-1802 MOLD Fax—, 631-765-9205 Project: 25' x 30' x 10' Post&Frame Building 1125 Old Jule Lane Mattituck,NY 11952 Applicant: Joe Doorhy 1125 Old Jule Lane Mattituck,NY 11952 Phone—631-445-5526 To Whom It May Concern: Towards compliance with the Engineered Design for the Project,I am able to verify the following- 1. The footings have been drilled a minimum of 42" deep through Haven loam soils, into glaciofluvial deposits of stratified gravelly sand. 2. The Soil Investigation confirms the assumptive load bearing values of 3,000 psf at ,the post footing bottoms. 3. The foundation system with the subgrade soils has been evaluated, and is veriified to'comply with 2015 Residential Building Code of New York State. Please contact me if there are any questions or if further information is required. Submitted, `,��puiu+qbp� _ OF NFW���io, Zez 0 IV - �nM. ' •••071 A ••�? •••........•• \� 90�ESS`01A James A.Koppenhaver,PE PA35748E NY77142 CT29571 NJ32140 MD16053 OH78077 FL71888' VA402052001 o a , FIELD INSPECTION REPORT DATE COMMENTS ,� FOUNDATION (1ST) -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) z O ROUGH FRAMING& PLUMBING y ' r�r c� r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS �+ QC V 7 � do � l � told fm4pg a o z m p(,l 0 H x d b H 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 G�rvey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees 00.Application Flood Permit Examined ,20 Single&Separate D VIR Grm-Water Assessment Form ��0 Contact: Approved ,20 MailDisapproved a/c AUG 2 2016 /HTri rv<(e- ,P-) r t1'Fi— Phone: $UII.DIN*Vor X 31- �fYs spa ta Expiration ,20 TOWN OF S Buildi APPLICATION FOR BUILDING PERMIT Date �"-Z-Z o ' 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 inspections. (S gnature of applicant or me,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -Joa,-�WAA of.- 2"9P`M ove,�tc� (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: House Number Street Hamlet County Tax Map No. 1000 Section `c2.P- Block /D Lot 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 v/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �0 . �,o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units � L lb dwgj11ng'un is on each floor If garage, number of cars a 6. If business, commercial or mixed occupancy cify nature and,etenTr° if �ach type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of StoridiPTff-TA- � _r Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IR S Rear o2 S Depth b Height L 5 Number of Stories t J 9. Size of lot: Front /'fr [> Rear 15-0 Depth c 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated IDo (D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES yC NO Will excess fill be removed from premises? YES NO X_ 14.Names of Owner of premises„C-,,),-, ,A4.o t�—3)�,,kAddress Phone No. Name of Architect Address Phone No Name of Contractor K Address Phone No.sl 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO pC 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 SL IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO bC * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185060 COUNTY OF ) Qualified in Suffolk County (( Commission Expires April 14,2 F�s�ni�— p�do eH 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 A 20� ►uP L hu f Notary Public i ature of Applicant F/N/SNEa GRADE Y-4 STORAGE rANX NEW SUFFOLK AVE OVER 150'lo WELL and CESSPOOL N/F x KOWALSK/ cRavNawrArER ` 78' VACANT q TEST = _ HOLE W i Q ~ LOT 6 5U8NE 1/BGE PDNP J N82D27'50"W 3OQO0' I TYPICAL WELL DETAIL NTS C£SSPO�LS O —DRIVEWAY- /1L'EAJ ELL V O OVER 150• O r xfLEEVE------------------------------------------- o m O • aa'a :� g13�i hN p CESSPOO -o s9 t.o _ ,r-7 �' i 11 rw .�St'P ' j 5 GARAGE t rQQ TERRAIN 11 V4%1' //e•l EPTB/3C0TANK 415 '-- my V 6ENERALY I ` Q — O g J pN x Wzr�sOlt//d/Q� 70 LEVEL MIN II W ° aDDo.N/F STAR ` OeJ 5/DE MFGG 'WALL . A • _ . SEPTIC TANK LOT E EV 230= 3 Z W ,Ceti�n�e ,I Z I B5' WELL ,lD Rr SETBACK TYPICAL SEWAGE DISPOSAL SYSTEMIu ' J GONG.'NON y M m pT V NTS - Rr/ FD Iron PPe W /25 ' _ Fctmd h - S Bf° / / OT 40'E300 OB' L KAL -17 OUS(RESIDENCE) N/F SMITH(RESIDENCE) \` ��� '•t•to c£sSPOOLS 12o Ta /50SUFFOLK CO. HEALTH DEPT. APPROVAL { cEsSpOcL H S.NO 150'-Io WELL STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FILE NO 9327 SURVEY OF SURV£YEO 21 OCTOBER,1994 FOR THIS RESIDENCE WILL CONFORM TO THE STAVaWDS FILED FEB I5/993 LOT 7 SCALE /"=40' OF THE SUFFOLK CO DEPT OF HEALTH SERVICES. AREA v 46,043 S F rAttI000-122-10-02 IN R-80 ZONING S APPLICATION MAP OF HENRY APPEL SITUATE NOTE. SUFFOLK COUNTY DEPT OF HEALTH SERVICES FOR APPROVAL OF CONSTRUCTION ONLY VERTICAL DATUM PROVIDED BY SUFFOLK MATT/TUCK,TOWN OF SOUTHOLD COUNTY DPW TOPO MAP(AMP AA-34) DATE SUFFOLK COUNTY,N.Y. H$ REE No APPROVED= SURVEYED FOR- JOSEPH M DOORHY SUFFOLK CO. TAX MAP DESIGNATION GUARANTEED rO DARLA A. DOORHY SURVEYED Br. DIST SECT. BLOCK PCL. JOSEPH Al DOORHY STANLEY J/SAKSEN✓R. /000 122 /0 02 DARLA A DOORHY PO BOX 294 TOWN OFSDUTHOLD NEW SUFFOLK,NY,//955 OWNER: SH BAYABS7RACT KE Yr BANK OF 41-W✓oA?/L (5/6J734-5835 JOSEPH M DOORHY Ond Guemm—Mic.led here m.hall M DARLA A DOORHY ordy to the person for wham the or is pepored,cnd on M h.h.lf to the TEST HOLE DATA bete acmpmy,Goremeetal Agency, —3-9 tmtih.fi.n,-f r.tad hereon,and TEST HOLE NUMBER 1G the enigneo of the Iendin iwi AS FOUND ON LO6 9 Minn. T/N TH/S SUBDIVISION Cwro,deea are n.t Ir.nsferoble to MAP BY YOUNG B YOUNG .ddit—1 i.,kl t.or r..bae�ueN rw+ier� SURVEYORS, RIVERHEAD, NEW YORK. TEST HOLE NO/ Um-ftr--d olteration or.dd,'t—to n& T--A .ao°' wrvey it a -let;-.of Section 7209 of IN the New York Siete Educmion low. C.pTea of this eumey mop not bearing the land Survey....honed.eel rh.R rot beconsidered to be o veld 1N.L/GENS L NO SURVEYOR NYS L N 492734 911,195 i/rV�IL 8U1LD/NG3 8/10/95 LOrdled C.JAPDaI 8 Seplie ran*Location prm,ded Dy—er 2 4/8/95 LOCO/ed Well to Foundolro,mdLocoled Fouad°tian 94.552 1 12//0/94 Add Well Lacnllm,8LYi oy Rw Smdary,Hose,SelDael ' ' .i OP ID:KH CERTIFICATE OF LIABILITY INSURANCE DATE 011!1212016212016Yj THIS CERTIFICATE 1S 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 pollcy(ies)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 endorsement(s). PRODUCER CONTACT NAME: Unruh Insurance Agency,Inc. PHONE FAX P.O.Box 269 "VNo): Denver,PA 17617 EMAIL ADDRESS: CRODUCER D ,SHIRK-2 INSURERS AFFORDING COVERAGE NAIL S INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchange 26271 807 Reading Rd INSURER B:Erie Ins.Pro ?Cas Co. 26830 East Earl, PA 17519 INSURER C INSURERD: I 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. LTR TYPE OF INSURANCE POLICY NUMBER MMIDD EFF MMID CY P LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,00 _WMAGE TO A X COMMERCIAL GENERAL LIABILITY Q46 0!53561 H 0910!12015 09/0112016 PREMISES E ossa encs $ 1,000,00 CLAIMS-ME a OCCUR MED EXP(Any one person) $ 6,00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO $ 2,000,00 X POLICY JECT El PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 (Ea accident) ANYAUTO BODILY INJURY(For pawn) $ A ALL OWNED AUTOS Q090131793 H7 09/0112015 0910112016 BODILY INJURY(Per accident) $ X SCHEDULED AUTOS ' PROPERTY DAMAGE $ X HIRED AUTOS (PERACCIDENT) X NON-OWNEDAUTOS $ $ UMBRELLA LIAe OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MOE AGGREGATE $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION X WCSTATU- OTH- TORY LIMITS EEL AND EMPLOYERS'LIABILITY A ANY PROPMETOMPARTNERIEXECUTIVEYIN Q93-5101231H(PA) 09/01/2015 09101/2015 E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? N I A B (Mandatory In NH) Q93-5100926 H(NY) 0910112015 09/0112016 E.L.DISEASE-EA EMPLOYEE $ 100,000 If desm'beunder DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY L1MlT $ 600,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,AddlUonal Remarks Schedule,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 Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ©1968.2 9 ORD C RPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COWENSATION INSURANCE COVERAGE Ia.Legal Name,&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured Shirk'Pole Buildings LLC 717-989-5393 807 Reading Rd le.NYS Unemployment Insurance Employer East Earl PA 17519 Registration Number of insured Work Location of Insured(Only required if coverage is spec#7cally Id.Federal Employer Identification Number-of Insured limited to-certain locations in New York State, Le., a Wrap-Up or Social Security Number Policy), 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity`Beirig Listed as the Certificate Holder) Erie Ins Pro plCas Town of Southold 3b.Policy Number of entity listed in box"Ia" 53095 Route 25 Q93-5100926 -Southold NY 11971 3c. Policy effective period 09/01/2015 ' to 09/01/2016 3d. The Proprietor,Partners or Executive Officers are ❑included. (Only check box iron Partners/officers induded) 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"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Itern 3 on theINFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agcntwill send this Certificate of Insurance to the entity listed above as the certificate holder in box"2".- The 2":The Insurance Carrier will also notify the above certificate holder within 10 days IFapolicy is caneeleddue to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on thisCertificate. (Ilrese notices maybe sent by regular mail.) Otherwise,this Certificate is valld for oneyear after this form is approved by the insurance carrier or,its licensed agent,or until the policy etpiradon date listed in bot"3c",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,Huhse or contract issued by a certificate holder,the,business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: , Marc Cipriani (Prinnttt nn me of authhorized representative or licensed agent of insurance carrier) Approved by: /y/914-1 Lam- 01/12/2016 (Signature) (Date) Title: Department Manager Telephone Number of'authorized representative-or licensed-agent of insurance carrier: 800-458=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-105.2(9-07) www.wcb.state.ny.us STATE OF NEA'YORK WORKERS'COU PENSA1ION BOARD CMLTMCATE OF INSURANCE COVERAGE UNDER THE NYS DISA131LITY DENEMS LAW PA 1. Ta, e comp Disa f ity Benefits Carrier or licensed Insurance Agent ofiffiat Carrier In.Leo Name and Address of Insured(Use street address only) lb.Business Telephone Number oflnsured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD 1a.NYS UnemooymewInsurance Employer Reeklm ion EAST EARL,PA 17519 Number oflnsured Id.Federal EmployerMeuti&ationNtmttber of Insured or Social Secudty Number 260-90-2567 2. Nanta and Ad&m of the Entity Rednnecting Proof of 3a.Name aflnswance Carrier Coverage(EntityBeing Listed'astheCertificate Holder) NEW YORK SrAiEINSURANCE FUND Town of Southold 53095 Route 25 31I'olicy Nnnnber of entity listed in box"la": Southold,NY 11971 DBL 6026 70-3 3e.Policy effective period: 01111/2016 to01/11/2017 .Policy"vrs: a.® All ofthe employee's employees eligible under Nie New York Disability Beuerds Latin b. Only the following class or classes of the euployeA employees: Underpeoalty ofpmjmy,I certify that I am an autborized xep tsentative or licensed agent of the utsn ee canierreferetmced above, and that thenoWed insured has NYS Disability Benefits instuanm coverage its described above. Date S4ned01/12/2016 Bx �"'�� Joseph J. Mast: �SrAttueoflr6urar�4niersaut4o"dmoresartatlueofN&.U� ra raedlrsurre ofaretirsurarr gjrier) Telephone Number 1§§§)±97-4332 'title Dirractor of Disability Benefits Insurance IA'IPORTAXr, if ba".Ia"is chxk4 wed ft 6=it sued by the bmuanee Arm MW CRAW,this cmoicote is COMPLUM Mail irdircctly ro the�attftcaEe holder rfboa'0'is cb edxd,►bis oe T=ft is NOT C0MLETRforpucposesofSec&u 220,SO&S of rheDisaMtyr 8encfits Lxw. h muse be maDed for mvkdit m the workew Compensation eoar4 DS Haas AeeeptaaceUail,20 pa3 SkeN.Al6an}.Herr Yolk 13207. PART 2.To be completed by NYS Wor ere Compensatlon Boa (Only 0 box"ft"afPart 1 ha.bien chocked) State Of New York Workers'Compensation Board According to intbrmatiea mnWmed by the NYS Woftrs'Con>pem hon B*wL the above-named employer teas complied with the NYS Disability benefits Latin with respect to all of his&ee employees. Date Signed By (SigaaNre 90M Worh9V Compensation Board Emptoyee) Telephone Number .Title PleamNote:Only inset==carriers licensed to write NYS disability benefits iusunmce policies and NYS licensed insurance agents of those fimmm Qarriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D112tt.i(s-ot7 Certificate Number 356259 roo"A APPR VED AS NOTED DATE: �.P.# FEE. a��Ov BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTA AT NEW YORK STATE & TOWN CODE 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS Or FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAM_ING & PLUMBING 3. INSULATION S6f 1#ULU lUVVN 1110SIEES 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. RETAIN STORM WATER RUNOFF OCCUPANCY OR PURSUANT TO CHAPTER 236 USE IS UNLAWFUL OF THE TOWN CODE. 4WITHOUT CERTIFICATE OF OCCUPANCY BUILDER a d Z V X30' m r a Z . N ri v'Y DESIGN O O co NEW BUILDING SPECIFICATIONS i (D o 25' X 30' X 101' POST & FRAME BUILDING Q03 > E ol @l ALL GABLE POSTS 0-18' X 8' CONCRETE FOOTINGS (TYP) EXTEND TO TOP (5301 LB CAP; 4480 LB COLUMN WT) o a OF ROOF TRUSS 01-3'0' X 6'8" 9-LITE FIBERGLASS ENTRY DOOR 0 0, 0 J c j-20 INSULATED CARRIAGE STYLE OVERHEAD aDOOR W/ WINDOWS & GRIDS $X9' INSULATED CARRIAGE STYLE OVERHEADDOOR W/ WINDOWS & GRIDS E o =-36' X 44' THERMALPANE SINGLEHUNG WINDOWS o E w ® -4X6 TREATED POSTS 8' OC (TYP) OWNER o N 00 2X6 TREATED GROUND CONTACT SKIRT BOARD O N cm 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS = J r (991 PLF CAP; 560 PLF ROOF LOAD) r TRUSS CARRIER TO POST= J(4' GRK STRUCNRAL SCREWS W 7 GEA.POST(2 PER SPLICE MIN) 2331 SHEAR RATING O J PRE-ENGINEERED ROOF TRUSSES- O Z 4/12 PITCH, 48' OC, 30-5-5 LOADING 4 ROWS 2X4 BOTTOM CHORD TIES Y 701 LB UPTIFC H-10A HURRICANE CLIP-=1340 LB (PG. A4.5) = J (,) 12'FEAVE GABLE OVERHANG W/ VENTED SOFFIT & a 28 GA G-100 PAINTED STEEL ROOFING & SIDING W ~ 12' PAINTED STEEL VENTED RIDGECAP - N c I / INTERIOR FINISHES CD 00 r R-19 FIBERGLASS WALL INSULATION 1 '7 r Q R-30 CELLULOSE CEILING INSULATION N 2-2X10 MSR SYP 0 TRUSS CARRIERS ALL INFORMATION SHOWN ON THS ORA NG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAWING MAY NOT BE REPRODUCED WTHOUT 6' �— 8'- -T- 8' - 8' OMER AREICN BUILDER AND OWNER ARE RES'ONSBLE 3 O T I.f/1/f/ TO VERIFY ALL DIMENSION `,�.�1 C '/.�•/��, BEFORE CONSTRUCTION . ...'y '��e11 BY ALS 't\Q..• •K pp, 'O �i REVIEW FLOOR PLAN : r�:�� REVISIONS SCALE: 3/16" = 1'0" `r C :Q Q: X: Lu = DATE 7/14/16 �2 z SITE DOORHY ��i�O�'•. 42 '=���� FLOOR PLAN BUILDER a Corp a B aH = d C d �4'k p v� Ny-san Lo UL �G 4 �t� woo guNg f.il CoP �a Z� T 12 4r 28 GA PAINTED STEEL 1j"X6" � DESIGN LJ E HEMMED FASCIA OOu o 36"z 44" 36"z 44" 1 28 GA 6 � E THERMAL PANE THERMAL PANE wlNDoDOWPAINTED STEEL Q p0 cp CORNER TRIMQ o o EDE] mm Y 0 a"C, ❑®❑®I�❑® ANGLEE o co Q) 0 D D W BACK SIDEWALL LEFT ENDWALL OWNER N SCALE: 1/8" = 1"0" SCALE: 1/8" = 1'0" } Z O1 28 A PAINTED STEEL 1GRIDGECAP(VENTED) 28 Cil w- J 2" } PAINTED STEEL O = Z 28 GA PAINTED STEEL T cc 4r /6" RAKE TRIM SCREWDOWN ROOF 1 LU PANELS STEEL DOUBLED d --� ANGLE Z TRIM W 3 ENTRY 1' ® ® ® ® ® O r 28 GA PAINTED STEEL DooR U, Elm 1001010 ®E] ❑m g WALL PANELS I ®❑❑® of❑® �� 0 01 ul ATTACHED W/ SCREWS � M E0'=1 DIU] HH'ag E ALL INFORMTONSHOWN UJ THOS DRANANG IS THE PROPERTY OF SHIRK ®o m ul POLE BUILDINGS LLC THIS DRAWING MAY NOT BE REPftODUCEO WTHOUT PERMISSION BUILDER AND OMER ARE RESPCNSBLE TO VERIFY ALL DIMENSIONS ii BEFORE CONSTRUCTION FRONT SID EWALL RIGHT ENDWALL ��.;'' p NEy�'��iDRAIMVBY ALS SCALE: 1/8" = 1"0" SCALE: 1/8" = 1'0" ���P. P.• �pAF•.O �'� REVIEW REVISIONS * Q� 9� _ DATE 7/14/16 �1 ,•j SITE DOORHY : ,L �� � ELEVATIONS 4 .. e 00/0,4�OFE ,oN,;;��� k2 BUILDER a 2X4 ROOF PERLIN C • PAINTED RIDG2 AP B WINS ROOF 29 GA.PANTED o H 2WAIER111E ROOF TRUSS PER TRUSS- STEL ROOFING = VENTED OR GA SIRIICITltD1L d AINTED STEEL 20 2X4 ROOF \ RAS M O '^ SEWITEPANNTfD SCREWS CIILVxNNLS PURLIN r n' CLOSURE 294 GIRT OR PERLIN WALL 2X8 F PANTED ; 9 STRIPS 24.ON CENTER ORKTRUSS 2XB F m a 4-LI'X- 0 PLkE SSS Vi n CAL,NILS INTO METAL SIDING VENTED O a I'WEXTE TITE OVERHEAD GABLE SOFFIT d u 2X4 RDE% PANTED SCREWS y� DOOR TRIM PEAU�1S� 9.ON CENTER POST OVERHEAD EID DOOR M Fdel TRIM _ �R ERSTRIP SIDING /1 SYP RK STRUCTURAL 'r 12'RIDGE CAP METAL SNING • ROOF PURLIN '1R1J53 SCREW TO POST OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FASTENERS FASTENING DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL SCALE: 1/2'- 1'0' - SCALE: 1/z'- 1'0' SCALE: 1/2'-1'0' SCALE: 1/2•- i'0• SCALE: 1/2'- 1'0• SCARE: 1/2'- 1'0' DESIGN LJ O o WALL POST- PAINTED STEEL N o �3{ WALL POST WALL P�%;4PER 2X4 ROOF PERLIN DOOR JAMB 2XB FACE BOARD > Q � Ud GALV.NAILS / qRT 2S'GN.V PANTED Q) F~� o < a \ CACI( L O ROOFe7m NTED Q. o - o GALV. GA.PANTED STEEL. OFFIT 0CHANNEL �IDING p a Y X6 cn SIDEWALL GIRT BLOCK TRUSB TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHAND N O - FASTENING DETAIL FASTENER DETAIL JAMB OR DETAIL E T p SCA1/2•- 1.0' SCAM 1/2'- 1'0' SrAL c•1/2'- 1'D' SCALE 1/2'- 1.0' D LE LE: OWNER N 29 GA. PAINTED STEEL '. z ROOFING INSTALLED,W/ 11 11 HT `�M CHORD SCREWS & WASHERS = J r BRIICPERLINGENT LATERAL I W (SFE TRUSS 2X4 SPF DUIGONAL BRACE WG FOR SPACING) 2XB SPF FROM I�1E TO SKIN EAVES PRE-ENGINE7iED 0 Z 2X4 FACE BOARD 11 11 �ROOF TRUSSES 4' PAINTED �•OC. XX41'noFASFASCIA, III I a J 29-3'CA PAINTED STEEL VENTEDW O pi LINE t PANEL GEEING PRE-ENGINEEREDTRUNE •OC PAN rlpFWA P TRuss INTO Posr O N 2-2X10 MSR SYP TRUSS CARRI Fdpl TRIM ' T =4 SPF SIDEWALL gRTS 24' N OAN 28 GIL STRUCTURAL STEEL 3 PLY 2X8 GLU-LAA WALL BRACING INSTALLED TO EXTEGOR AWPA U1 TREATED POSTS W OC.TYP. ALL HIS DRAT ON I THECN THIS ORANING IS THEQ POSTS e' OC. TYP. REGUIREMENTS: 22 PURLINS WITH SCREWS PROPERTY OF SHIRK 2BGk STRIILIT�L. - POLE BUILDINGS LLC STEEL SIDIN THIS DRAWING MAY NOT 2X4 SPF WAIL gRTS 24.OC PATEIS BE REPRODUCED WITHOUT WITH SCREW - PERMISSION BUILDER AND OWNER ARE RESPONSIBLE GRADE GRADE MIST/l off/N� TO VERIFY ALL DIMENSIONS PRESSURE EATED GRADE(BOTTOM 44--440000 PSI 2X8 RM SYP SPRESSURE TREATRD ED 2XG SKIRT>P GGROUNDD�CONT D `'``���,1 F•NF(� iis�� DRANK BY BEFORE NILS CTION OF ) (OPTIO `:�Q•1•• K6pp,T'_•O9��e� REVIEW yiiv ,. //�/ /�//�//j//�//j//�//�//�//�/// //�//�//�//�//�//�//�//j/�// \//j// 6J -y'y•. ' REVISIONS 3/4' NE BAS COMPACTED \//\/ /\//\//\//\//\//\//\//\//\// //\//�//�//�/i�/i�//\//\//\// \//\ `1� ' 9G:* S �WRITONAL�f SOIL BAgQiLL / _ \\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\<300D pg ppNq�TE /\\/\\/\\ \\/ _� -_ tD �% (SEE SCEE -a o LLL 3000 PSI.CONCRETE FOOTING ON DATE 7/14/16 SER SIZE ON FLOOR PLAN) / M \\/ ., \/\\\\�\\\\�\\�\\/\\/ ;-,; \\\\�\\\\�\\\\/\\\ �L� ; 2 ( ..^. /\ •••. C? SITE D OORH Y /\\//\\//\ i��(�Q .•� Ort• .2 e`er SECTIONS TYPICAL FRAME \\�\\�\\/\\\�\\�\\�\\�\\�\\�\\ TYPICAL FRAME \jam\j�\j/ 4�� �p '• �4��r SECTION /�/i�/i�/i�/i�/i�/i�/i�/i�/i; SECTION i/i/i,/ iy 9QF •t1P� A . (ENDWALL VIEW) (SIDEWALL VIEW) Sl0 d3NR HitN11i_ SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" BUILDER BUILDING DESIGN NOTES AND DETAILSpE {A4 1 GRADING & EXCAVATION A4 8 CONCRETE FLOOR(OPTIONAL) i " FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN 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 A42 FOOTINGS USE GROUP=U STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=513 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED DESIGN TOTAL FLOOR AREA (SQ FT)=750 A4.3 FRAMING w LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=9200 a_ 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 '_ O o YELLOW PINE TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE > Q o, FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE o 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 LOADSo O �> SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP A4 10 APPLICABLE BUILDING CODES J A4 4 ROOF TRUSSES ° QEn ROOF TRUSSES SHALL BE PRE-ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE � rf1 o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A411 DESIGN CRITERIA: 0 3: E SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING _D w OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11 1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) lel & IBC 107 3 4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) > Z A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) � L r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-O5) W WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) O Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 230491, 2308 10 1, AND 2308106 A412 WARRANTY NOTES ® � � A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR = J (•� EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN d Q 2308 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC � SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE 0 r IN 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY CQC 153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, G AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 12"' STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHOWN CN THIS DRAWNG IS THE TIMBER IS 1 PER �" BOARD WIDTH TRUSS CARRIER CONNECTION TO POST J"x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK GRK RSS STRUCTURAL SCREWS SCREW VALUES, SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLc THIS CRAW NG MAY 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 BE REPRODUCED WTHOUT PERMI55ION BUILDER AND LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER ARE RESPONSIBLE A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEERTO VERIFY ALL DIMENSONS a,`,%i{Y•13C(�IP��//� BEFORE CONSTRUCTION •�r WITH #9 WOODGRIP, a' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED ,�� F FGA/ � DRAM BY ALS COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING •� r �� REVIEW MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED rj: P Fify e'9�+ REVISIONS #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 *Y• 9G:�i S METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT .r R RI: 0 2 ZD W DATE 7/14/16 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, _� SITE DOORHY BOTTOM EDGE OF STANDARD ROOFING MATERIALS � 6. DETAILS A � 4 ' (597.2--Shirk Pole/Ben Benediksso -- CutCho9Ue. NY - 30A/C�n/25412) THIS ING PWARED FROM C41 WM Im;uT (LaW i DIIIIfiM IONS) SUBYITFM 6Y TRUSS YFR. Top chord 2x4 SPF 210Df-1,8E 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF 2100f-1.8E anywhere in roof, CJ Webs 2x4 SPF Stud C, rind TC OL-3.0 psf, wend BC DL=3.0 In lieu of structural panels or rigid ceiling use purlins Mind loads and reactions based on YWFR5 with additional C&C member to laterally brace chords as follows: design. CHDRD SPACING(IH OC) START(Fr) END(FT) TCC 24 -0''88 23.88 Bottom chord checked far 10.00 psf non-concurrent bottom chord live 76 0.15 24.85 load applied per IRC-08 section 301.5. Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Trusses to be spaced at 48.0" OC maximum. Deflection meets L/240 live and L/160 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=30.00 psf, for dead load is 1.50. Ct-1.20, Ce-1.00, CAT I i Pfe20,16 psf, I 5X6 is 1.5X4 1 1.5X4 4• 4 r 4 -' 4' 5-15/16" 4X8(A2) 4X4= H03084X4= . 4X8( _ Tq W- � w LI_ 12' 6" I 12' 6" 1 tE 25' 0" Over 2 Supports R-2144 1.1401 111=6" (2.723" min.) R 144 U-701 W=6" (2.723" min.) RL-231/-231 ; IPLT TYP. 20 Gauge HS, VE Design Crit: IRC2009/TP1-2007(STD) FT/RT=2% Of4 /2(2) 15.02 y '10 NY/-/1/-/-/-/F Scale =.25"/Ft. ••.n,m„n,•-11tao lila .isu a„o a,nlu owlr.l G9 TC LL 30.0 PSF REF R6697- 6759 �Iwa1L� wwlal nua nwlle to f mll"a 7,ra,olas Ta ns vs. er11.11",.y,,..•OW,.wy Iw r.Yr,...l,i..Iw,.1111..wlpl,-. nyr111,v MA ,•ti.�.w♦ yr r v p�M1l ly o:oo..,.•.•2..ILIu...,�., cr,lu„y h•'rsullc C.I.q 1n►....tl-I.ry r►,a Wr n1 .•/.w r..l.ls.•�, I. 8 ii TC DL 5.0 PSF P.,f.,-/.o v-..n..wa.w•. ,w.eall.er•/-1/R�Ir e..-..,,...., .al. f 7 pC DATE 03/15/16 Mo-1.r.rrll 11.w P•wrlr..•r..,.•n1--..1 w►.n.oo,-,..w.l 1 w..P.•P�Ir.•..rr = IA 1 t.,.e,.p•..,.,.w•",wl.n•,e wl•..1 nwaru,n.r tl-r-,I Il.00..b.....n■,.....,w r..wl BC DL oo5.0 PSF DRtr pOlISR6697 76075001 Seo.a.wpllayl.. /IPP1Y Pl�aoo•®•wrl Pte•.,e+l-••-1 wlsl-, •I.r,+.•..,11 w..r.l-"u.,I•.ull..•n.w.Iw.rum. •.r u.r-,I,Ip�.on-z wr....a.r poor pirlal..r. ` rnaw",-Poon...-a.y-wu ww r • BC LL 0.0 PSF 90-ENG SLS/SLS n-rnul.,.r r,.al-1 n�moo Inw.,wr Y 11wI.a Y,lu Mo,6wr.In-.,1.,.-,•..IY,.IIS VTPI 1.a Y.r Iwn1A. .w,PP I,�. .,,+rrw mMwun Ilrbl,.el-,..r.,w,..�. TOT.LD.LD. .., gooIMI,.=110��..1....11sl.P w..,.11.. ,Irl..a..�,.,......R.,...I-1.)..u...u. A�� 871111•� 40.0 PSF SEQN- 461548 i Iw,..,.Is M1.w.�Iw.0-. A.x1.21"W-r-W-01. -M woo.w.,~...,.-,. DUR.FAC. 1,15 I)7+J Airgm Dc 9cr�0 w r.ra ul y s-lr-•W iavn,+r"a. S1��P M- WHdAWL MD am" 'Prr rw In/b.•tl-1 rr t"1.J•Y'.q--•.,m.W PPP•.,d-1•Y.-r w 1rr: ALPII=1.r..IPlw.les,.w.,TPI:-.%p1--&;heal-...r.ww••:,r.�oo, Im1 SPACING 48.0" JREF- 1VP06697Z02