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HomeMy WebLinkAbout51556-Z *°f 3Q�ry°� Town of Southold * * P.O. Box 1179 io 53095 Main Rd umv, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45988 Date: 02/20/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 150 Meadow Ln Mattituck, NY 11952 Sec/Block/Lot: 115.4-22 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/14/2024 Pursuant to which Building Permit No. 51556 and dated: 01/15/2025 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: Andrew Melamed Of the aforesaid building.- SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: A ho ' e Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51556 Date: 01/15/2025 Permission is hereby granted to: Andrew Melamed 150 Meadow Ln Mattituck, NY 11952 To: construct accessory storage building/garage as applied for. Premises Located at: 150 Meadow Ln, Mattituck, NY 11952 SCTM# 115.-4-22 Pursuant to application dated 11/14/2024 and approved by the Building Inspector. To expire on 01/15/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $936.00 co-RESIDENTIAL $100.00 Total S1,036.00 Sufliding-Inspector hO��OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. o to�a� 631-765-1802 INSPECTION [ OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j ] 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 [ ]. RENTAL REMARKS: vK "&& P-19A V �4&1 DATE 'Y INSPECTO f ho�aoe souryo� # # TOWN OF SOUTHOLD BUILDING DEPT. couKtva 631-765-1802 �I INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] �QjA�TION 2ND [ ] SULATION/CAULKING [ LT FRAMING /STRAPPING [ FINAL �"<�O' ffvv [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION V [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS l a' FOUNDATION (1ST) W,J o ------------------------------------- FOUNDATION (2ND) O O ROUGH FRAMING y PLUMBING Li 5 }J r1 r INSULATION PER N.Y. STATE ENERGY CODE Ov Lcx FINAL ADDITIONAL COMMENTS �D o-A I coDiv s o - - 4Z m X 1xo O x v b o�gpffOlK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy o! Telephone(631)765-1802 Fax(631)765-9502 hlWs://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING PERMIT Hjs W L For Office Use Only ;Y PERMIT NO. Building Inspector: ' NOV 1 4 2024 Applications.and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an D'a.:3lehng 6)*p,-r y"nent Owners Authorization form(Page 2)'shalt be completed, d'r,''AM 1d Date:11/12/2024 OWNER(S)OF PROPERTY: Name:Andrew Melamed SCTM#1000-115.00-04.00-022.000- Project Address:150 Meadow Lane, Mattituck, NY 11952 Phone#:(516) 840-5970 Email:andrew.melamed@gmail.com Mailing Address:150 Meadow Lane, Mattituck, NY 11952 CONTACT PERSON: Name:Andrew Melamed Mailing Address:150 Meadow Lane, Mattituck, NY 11952 Phone#:(516) 840-5970 Email andrew.melamed@gmall.com44 DESIGN PROFESSIONAL INFORMATION: Name:James A. Koppenhaver Mailing Address:555 Van Reed Road, Wyomissing, PA 19610 Phone#:(717)445-6888 Email:koppenhaverpe@gmail.com CONTRACTOR INFORMATION: Name:Shirk Pole Buildings LLC Mailing Address:807 Reading Road, East Earl, PA 17519 Phone#: 717 445-6888 Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other xk ii q / $s0,000 Will the lot be re-gra ed? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to property? R this ❑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.APPUCATION 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 Caws,Ordinances or Regulations,for the construction of buildings, additions,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 an premises and in building(s)for necessary inspections.False statements made herein are Punishable as a class A misdemeanor pursuant to Section 216.45 of the New York State Penal Law. Application Submitted By(print name):Andrew Melamed ❑Authorized Agent @Owner Signature of Applicant: Date:W.. _.. _. STATE OF NEW YORK) SS: COUNTY OF 5 V,(�Po 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/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this of 1 y e CN p� 1 IP�M. b h,, day r .20_�� No MARIA PRIKAS GANLEY [Notary Public-State of New York NO.01PR5003206 PROPERTY OWNER AUTHORIZATIONt2uatisfi sio in Suffolk County rnmission Expires Oct 19, 2026 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i t Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631).765-9502 P.O.Box 1179 " Southold,NY 11971-0959 , .i BUILDING.DEPARTMENT NOTICE-OF_UTILIZATION OF TRUSS TYPE CQNSTRUCTION; PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER_CONSTRUCTION. ; Date: Owner: Location of Property: . ��� /'�ec,0 v w L Cn c , M J� 4I sr Please take notice that the (check applicable line): '✓� New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name(person submitting this form): _ 14^ Capacity check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/112015 U-i 246.37' M LOT 54 CC 0 5 pvCF. N$a 2 VC 'PcF. O � , O L o.T S. uj CONCRETE FENCE t.T S. O CO MONUMENT P ❑ LO f` rOUND 10, ! v ti PROPOSED w J o: o f 26,X 36 O 5t5 CI J W O POLE BARN vat "'' 2 to.2 MASONRY STOOP W/STEP U.] z LL tag tg BAY WINDOW > SHED N MASONRY WALK O� ' -4c O d ° s.s'E. ROOF r�� N 4 O D _��KENNEL LOT 53 OVER Q OCb uJ t t CONCRETE f N t�i Z 2�• O �___-� PATIO // / 00 O SHED v Z d'F- 2.8-E. N N qJ a 222 SITUM/IV AQ MASONR DRIVOU BBECWAYWNTZNFRAME PATIO �R8 SHED O w s ..........ov 634 O r^ Z SHED MASONRY UNIT ERHEgD WIRES.. a y Oa E. 6'PVC FENCE PLANTER � i � CONCRETE VPVCF. N83°22'10"W S PVCF. 211.44' MONUMENT 0 8'N 0.3'N. CONCRETE 7' FOUND MONUMENT LOT 52 FOUND ZONE:R-40 CERTIFY ONLY TO: NOTES: ANDREW MELAMED LOT AREA:28,727 SF. TITLE REPORT NOT PROVIDED FOR PREPARATION OF SURVEY. SCTM: DISTRICT 1000 SECTION 115 BLOCK 4 LOT 22 DATE: OCTOBER 26, 2024 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PLANTING AREAS,BUILDINGS,BUILDING ADDITIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. Al V OF N E t SURVEY OF LOT 53 UNDERGROUND,OVERHEAD,AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO Q` E� ALAN O ACCURACY,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. VERIFICATION IS MANDATORY ��' 19O AS SHOWN ON WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO co +� CONSTRUCTION. "MAP OF MATTITUCK ESTATES INC." RECORDED EASEMENTS OR RIGHTS-OF-WAY,IF ANY,NOT SHOWN,ARE NOT CERTIFIED. x UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 OF THE �O (FILE NO. 445 3; FILED: SEPT. Q V, 1965) NEW YORK STATE EDUCATION LAW. COPIES OF THIS MAP NOT BEARING THE LAND.SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SITUATED AT GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP IS �509 3 PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING N MAT 1 I T U C K INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. {' ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, MA HEWA. BORST, PLS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY 2 ESTER AVENUE COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. PATCHOGUE, NY 11772 TEL.516-315-9977 JOB NO. 24025 SCALE: 1" =40' SHEET: 1 OF 1 c 'Aid ti - �, LOT 54 246.37 0r "E CONCRETE 0Ts 6pvcp. EAO L O Ln FENCE JEAN' ' MONUMENT 0 g pVC FEN �.3's. O �: O 00 p: LIB FOUND 2 W: II. II 10.0 36.0' W. L{ J W� E BARN N >. 0 o. F��. > W O N RIDGE HT.17 516' 'V•' H 36.0' N J A02 MAS NRY. OOP �� V W Z �Lu IL W �6'6 Z" A-' BAY WINDOW ,.: ,�� 0 a SHED' W N MASONRY WALK �� ` �QQ E. ROOF � " O o O QQ ., KENNEL LOT 53 OVER� Z Y W o i -- CONCRETE 1 N u .2�' O O O L— —� PATIO Z H SHED Z� 0 2.6'E. N 2 N BITUMlNO �C �/ O .c`q� •�� (� 2 2 gSONR � N FRAME MPATIOY 22.E DRIVEIygYBBEURB O i\�,'•�~ ��� a%o>_ �4 2 SHED 0 Z. SHED - Q AC........oVERHE%{'p"4•..5... c; MASONRY UNIT WIRE 4.5'E. PLANTER ( v.;.• V PVC FENCE CONCRETE 6'PV CF. N83022'10"W 6 211.44' MONUMENT a . 0.3'N.FOUND 1YE. CONCRE TE MONUMENT LOT 52 FOUND ZONE:R-40 CERTIFY ONLY TO: ANDREW MELAMED NOTES: LOT AREA:28,727 SF. TITLE REPORT NOT PROVIDED FOR PREPARATION OF SURVEY. UPDATE:.FEBRUARY 1, 2025 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES SCTM: DISTRICT 1000 SECTION 115 BLOCK 4 LOT 22 DATE: OCTOBER 26, 2024. ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PLANTING AREAS,BUILDINGS,BUILDING ADDITIONS AND CONSTRUCTION OF ANY OTHER IMPROVEMENTS. V O F NE SURVEY O F LOT 5 3 UNDERGROUND,OVERHEAD,AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED AS TO Q� ivy ALAN O ACCURACY,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. VERIFICATION IS MANDATORY WITH MUNICIPAL AGENCIES AND/OR PUBLIC OR PRIVATE UTILITY COMPANIES PRIOR TO Cq A, �0� AS SHOWN ON CONSTRUCTION. "MAP OF MATTITUCK ESTATES INC." RECORDED EASEMENTS OR RIGHTS-OF-WAY;IF ANY,NOT SHOWN,ARE NOT CERTIFIED. r UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 1269 OF THE �0 (FILE N O. 4453; FILED: SEPT. 8, 196 5) NEW YORK STATE EDUCATION LAW. COPIES OF THIS MAP NOT BEARING THE LAND SURVEYORS �A INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. .` �� SITUATED UATED AT GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP IS 650903 PREPARED,AND ON THEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING O INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION_. GUARANTEES A MATT I T U C K ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, M TTHEWA. BORST, PLs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. RECORDING OR.BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY 2 LESTER AVENUE COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. PATCHOGUE, NY 11772 TEL.516-315-9977 JOB NO. 24025 SCALE: 1" =40' SHEET: 1 OF 1 ACCORV CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYWY) 11/13/2024 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 poliey(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement an this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER coNTACT Ton a Stoner Unruh Insurance Agency,Ina PHONE 71 335 2929 FAX Not. 717 335-2923 335 Main Street E-MAIADDRI , ton a unFuhinsurance.com INSURER(SI AFFORWNGCOVERAGE NAICS Denver PA 17517 INSU A: Erie Insurance Company 26263 INSURES -INSURERB. Erie Insurance Exchange 26271 Shirk Pole Buildings LLC INSURER c: Flagship City Insurance Company 36585 807 Reading Rd INSURER D: Erie Ins.Pro /Cas Co 26830 KWRER E- East Earl PA 17519-9118 INSURER F, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING 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. ILTR NSR TYPE OF INSURANCE ADOL POLICYNU BER POD EFF POLICYffiLM ExP � X r�NNERCIALeENERALLTABIL1Tf iMMEACHOCCURRENCE $20MOOD CLAIMS MADE a OCCUR PREMISES Meo r ce S 2000000 MED EXP oneperson) $ 10000 A Q61-0129628 09/01/2024 09/01/2025 PERSONAL aADVINJURY 2000000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4000000 POLICY ja LOC PRODUCTS-COMPJOPAGG $ X OTHER:Rented Equipment Rented Equipment $ 1000()0 AUTOMOBILELABUITY COM EDSINGLELIMIT $ 1000000 X ANYAUTO BODILY IN•1URY(Perpercon) $ B OWNED SCHEDULED AUTOS ONLY Xv AUTOS Q09-0131793 09101/2024 09/01/2025 BODILY INJURY(Per wdderd) $ HIREDX AUTOS ONLY AUTOS NON-OONLY PRO GE S $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1000000 B X EXCESS LIAB CLAWMADE 033-0172188 09/01/2024 09/01/2025 AGGREGATE $ 1000000 DED I I RETENTION$ $ WORKERS COMPENSATION X P OTH AND EMPLOYERS'LABILITY YIN AM PROPRE RIPXCLUDXECUTIVE Q93-5101231 (PA,MD,VA) 09/01/2024 09/01/2025 EL EACH ACCIDENT $ 500000 C O FFICERIMCERIMEMBERE EXCLUDED? NIA (Mandatory In NH) ELL DISEASE-EA EMPLDYE $ 500000 D SS�erba �CRIPTiONOFOPERATIONS slow E.LDISEASE-POLICY MIT $ 600000 ES Worker's Camp NY,WV E L Each accident 100000 D 093-5100926 09/01/2024 09/01/2025 E L Disease-ea emp 100000 E L Disease-policy 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addmonal Remarks Sehedule,may be attached If more space I$rKw1ed) Builders Risk is under policy#061 0129628 9/1124-25 limit$15D,000 per building/maximum aggregate with$1,000 Deductible 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 ACCOR13ANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11979 V'Q�qyvl Fax: Email: ©1988-2016 ACO D CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered arks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 717-445.6888 Shirk Pole Buildings LLC 807 Reading Rd Ic.NYS Unemployment Insurance Employer East Earl,PA 17519 Registration Number of Insured Work Location of Insured(Only required ftoverageisspeciJlcal1y 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. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property&Casualty Co 3b.Policy Number of entity listed in box"la" Q93-5100926 Town of Southold 53095 Route 25 3c. Policy effective period PO Box 1179 09/01/2024 09/01/2Q25 to Southold NY 11979 3d. The Proprietor,Partners included. (only check box if all partneWofRcers included) or Executive Officers are all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above is box"la" for workers' compensation underthe 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 Carrierer its licensed agentwill send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carier W11 also notes the above certfcate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days 1171here are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insuredfrom the coverage indicated on this Certykate. (These notices ntay be sent by regular mail.) Otherwise,this Certificate is valid for one year after ilusform is approved by the Insurance carrier or Its licensed agent,or until the policy expiration date listed In box 113c;wltichever 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 depicted on this form. Approved by: Marc Cipriani (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 441C. 09/1/2024 (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note. Only insurance carriers and their licensed agents are authorised to issue Form C-105.2. Insurance brokers are NOT authori-ed to issue it. C-105.2(9-07) www.wcb.state.ny.us �►+°. Workers' CERTIFICATE OF INSURANCE COVERAGE sr Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of insured SHIRK POLE BUILDINGS 1.LC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 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 53WS ROUTE 25 3b.Policy Number of Entity Listed in Box"Is" PO BOX 1179 DBL 6026 70-3 SOUTHOLD,NY 11979 3c.Policy effective period 01/11/2024 to 01/11/2025 4.Policy provides the following benefits: ® A.Both disability,and paid family leave benefits B.Disability benefits only [] C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage //as�s described above. Date Signed 11/13/2024 By (Signature of insurance carrier's authorized representative or NYS Ucensed Insurance Agent of that insurance carrier) Telephone Number (866)6974332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and SA 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.Mall it directly to the certificate holder. If Box 413,4C or 513 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 or SH of Part i has been chectuad) 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(hose Insurance carriers are authorized to Issue Form DS-120.1. Insurance brokers are NOT authorized to issue this form. De-120.1 (10-17) Certificate Number 813855 AP R VED AS NOTED D4 s B.P. FEE s� COMPLY WM4 ALL CODES OF NOTI BUILDING DEPA AT NEW YORK STATE&TOWN CODES 631 765-1802 8AMTO4PM FOR THE REQUIRED AND CONDITIONS OF OCCUPANCY OR FOLLOWING INSPECTIONS: TOWNZBA 1. FOUNDATION-TWO REQUIRED - 7SCHD TOWN PLANNING BOARDUSE IS UNLAWFUL FOR POURED CONCRETE WITHOUT CERTIFICAT 2. ROUGH-FRAMING&PLUMBING -- TOWNTRUSTEES3. INSULATION OF OCCUPANCY 4. FINAL-CONSTRUCTION MUST PC BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TRUSS PLACARDING REQUIRED DOOT,QCEFWITa All exterior Iighting e RETAIN STORM WATER RUNOFF installed,replaced or v PURSUANT TO CHAPTER 236 C�IFQU�JDATIOIY:1(1CATt01►1. p OF THE TOWN CODE. HAS BEEN APPROVED v repaired shall conform to Chapter 172 of the Town Code BUILDER J 36' —2' o a _J Yl �LL m ❑ 2-2X10 MSR SYP �m F(1 O 2 TRUSS CARRIERS Z Ln NEW BUILDING SPECIFICATIONS o 26' X 36' X 12.5" POST & FRAME BUILDING TRUSS CARRIERS AT DOOR POSTS ATTACHED WITH 9-1%"X4" CCE DESIGN -18^ X s^ CONCRETE FOOTINGS (TlP) GRK STRUCTURAL CREWS PER POST LLi E (5301 LB CAP; 4480 LB COLUMN Wi) � O POST SAVER PATENTED UPLIFT NOTCHED POST W 12" 0. CONCRETE COLLAR �'o O1 1-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR / > 0_ E > _0 rn 2 1-8' X 8' INSULATED STEEL OVERHEAD DOOR N W/WINDOWS Q a 00 1-10' X 9' INSULATED STEEL OVERHEAD DOOR i� 00 a� ALL GABLE POSTS W/WINOOWS I>� n EXTEND TO TOP �2-48" "X 36 THERMALPANE SINGLEHUNG WINDOWS 0 o ,_ OF ROOF TRUSS a1-36" X 44"THERMALPANE SINGLEHUNG WINDOW Q > ,L 0 In Y ® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST N Lnp •- PROTECTION 8' OC (TYP) � E Ln -,a N 2X8 TREATED GROUND CONTACT SKIRT BOARD N 3 � w 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC OWNER 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS (773 PLF CAP; 560 PLF ROOF LOAD) W TRUSS CARRIER TO POST=&"X4•GRK STRUCTURAL SCREWS Lu Z 7®EAPOST(2 PER SPLICE MIN) 2331 SHEAR RATING Q PRE-ENGINEERED ROOF TRUSSES- 00 O ARCH, 48' OC, LOADING Q 'j >. 3 ROWS CHORD D 3 ROWS 2X4 BOTTOM CHORD TIES (85" OC.)LB UPLIFT;H10A HURRICANE TIES=1140 LB Lu �: Z EAVE&GABLE OVERHANG W/VENTED SOFFIT& C CIA O 28 GAS Gw 100 PAINTED STEEL ROOFING & SIDING V FOIL FACED INSULATION UNDER THE ROOFING CEF LuLu TYVEK HOUSE WRAP UNDER THE SIDING w c / 12" PAINTED STEEL VENTTD RIDGECAP Z O 2-2X10 MSR SYP in Q r TRUSS CARRIERS ALL INFORMATION SHOW) ON THIS DRAWNG IS THE PROPERTY OF SHIRK POL BUILDINGS LLC. I E DR AY NOT4 BE REPRODUCED WTNC7T PERMISSON.BUILDER AND �� �� OMER ARE RESPONSE E 3 6 \\\� of Nr��I/_�/�k/kr� To vERIFr ALL DIMENsavS \�\ •••••••••'i BEFORE CONSTRUCTION \\ FLOOR P • • O DRAW)BY: ALS LAN • �: REVIEW:�(�9 REVISIONS: SCALE: 3/16" = 1'0" r ¢ i m: — •� Z Tit► �d(y DATE: 10/4 24 SITE: MELAMED �; Q •••.77 �Z. *� FLOOR PLAN BUILDER J J N Qdm a STEEL 1 ,2 9 28 GA. PAINTED ^� 4� m X Z"X6" m o LL HEMMED FASCIA s z 46' M1B'x 36" 3'0'X 6'8' 1 0'0" X 9'0" 8'0' X 8.0" THERMAL PANE THERMAL PANE c 6 PANEL WINDOW WINDOW ENTRY DESIGN DOOR ® ❑ � � � � � � � � .p rrr28 GA. PAINTED STEEL �, OVERHEAD DOOR Q E OVERHEAD DOOR WALL PANELS o I ATTACHED W/ SCREWS AN IS Q. a III11[uuANGL a '0 O OTr Y S > . BACK SIDEWALL 0- LEFT ENDWy V Lo o SCALE: 1/8" = 110" SCALE: 1/8" = 1'0" o Ln D L 28 GA. PAINTED STEEL OWNER 12" RIDGECAP(VENTED) 28 GA. PAINTED STEEL Z W Z LJ.I T 12 6" RAKE TRIM . Q � 28 GA. PAINTED STEEL =0 4r z SCREWDOWN ROOF 28 GA PAINTED Q J } PANELS STEEL DOU8LE ANGLE TRIM � � a v z 4 THERER MAL PANE WINDOW `0 28 GA. 6' p ~ N PAINTED STEEL Q Lf) Q ALL INFORMATION SHOWN ON THIS DRAVANG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT BE REPRODUCED W7TH-ER011T FRONT SIDEWALL RIGHT ENDWALL �Iu 'MER ARE.RESPONUILDER AND \\�'l IIIIiIr/q �� TONER ARE RESPONSIONS V� J�� f-� TO VERIFY ALL DIMENSIONS \\ OF IN �� 'EFORE CONSTRUCTION SCALE: 1/8" = 1'0" SCALE: 1/8" = 110" �a`` ••••••••• .y,�O'/��i RAM BY:I A L S • .• REVIEW: REVISIONS: :ATE: 10/4/24 MELAMED S�'��O • 0�7 jQ?. :• r� ELEVATIONS BUILDER U J J STEEL ROOFING 6 NAILA 2X4 ROOF PEON 28 GA.PAINTED �6 0 EL LL ROOF TRUSS P TR STEEL ROOFING Z d HING CALM. AILS 2X4 ROOFTERR \ C SURE STRIP PAINTE28 GA D STRUCTURAL may, E pURUN RAKE TRIM n ROOF •2X1 2X4 GIRT OR PERLIN WALL POST \ 2X6 FFDARABOARDE PAINTED 7 - TRUS7 24'ON CENTER F G7 XSpLA T2X6 HEAD �¢NOGA 'X.120 INT METAL SIDING VENTEDQ R<m BUILDING CALV.NAILS 1WEATERTfTE �OGOR TRIM GABLE TR SSA ZHEADERS PAINTED SCREWS RAL FBuI TRIM o a J CHANNEL 9'ON CENTER OVERHEAD OVERHEAD DOOR M ALWALL ST GA. PAINTED DOOR WEATHERSTRIP SIDINGPOST STEEL SIDINGLEANTO DETAIL TRUSS AL METAL SIDING h ROOF PURL OVERHEAD DOOR GABLE OVEflXANC �n SCREW TO POST ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL ��t�1,fY CARRIER FASTEN ER DETAIL SCALE: 1/2'- 1'0' SCALE: 1/z•- 1'0' SCALE 1/2'- 1'0' SCALE: 1/2'- 1'0' SCALE 1/2'- 1'0• DESIGN � O IS LD DOUBLE TREATED PAINTED STEEL -6 4- � WALL WALL 6 � 2X4 ROOF PEON (6 DOORDOOR JAMB POST 2X6 FACE BOARD j ROOF 0 GALV. NAILS GIRT PER TRUSS TR115S'� 2}'GALVWED PAINTED FASCIA N Q \ DECK SCREWS Q 6-31. PUCE I ROOF TRU VENTED p pT r �'y' NAILS 4 NAILS PER 28 CA.PAINTED STEEL SOFFIT Y c EACH SIDE CHANNEL F&J TRIM O ._ _ POST � N a CARRIER 2X6 Ti METAL SIDING co s SIDEW�L GIRT BLOCK TRUSS T/TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG � O = FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL LIT >1 SCALE: 1 2'- 1.0. SCALE: 1 2'- 1(11 SCALE: 1 2'- 1'D' SCALE 1 2'- 1.O' 3�: E D LJ 28 GA. PAINTED STEEL OWNER ROOFING INSTALLED W/ Q W 2X4 BOTTOM CHORD SCREWS & WASHERS IN Lo PERMANENT LATERAL BRACING (SEE TRUSS W Z WG FOR SPACING) 2X6 SPF r 2X4 ROOF FACE BOARD Q J URUNS 24.OC. PAINTED 2X4 SPF DIAGONAL BRACE J FASCIA Rita RIDCEUE TO BOTH EAVES PRE-ENGINEERED W O Z ROOF TRUSSES C VENTED 48'OC. L. ❑ Y FFIT PRE-ENGINEERED R OF H-10A HURRICANE CUP PANELS Q TRUSSES 48'OC. P STEEL a] Ill W W 2-2X10 MSR SYP TRUSS CARRIER F&J TRIM TRUSS NOTCHED- 2X6 WIND UPUFT TI DOWN BLOCK W B1 SYP TRUSS CARRIES INTO POST in 0 Q 3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRiS 24'OC. Q r N POSTS 8' OC. TYP. i WALL BRACING RS: 29 GEL STRUCEGUIREMENTTURAL STEEL ALL INFORManCN srloWN WALL BRACING ON TMS DRAWNG IS THE REQUIREMENTS: PANELS INSTALLED EXTERIOR AWPA Ut TREATED POSTS 8'OC.TYP. PROPERTY OF SHIRK 28GA STRLK;rU L OF WALL PURUNS WITH SCREWS PROPERTY BUILDINGS LLC. STEEL SIDING THIS DRAWING MAY NOT 2X4 SPF WALL GIRTS 24.OC. PANELS INSTALLED BE REPRODUCED WITHOUT WITH SCREWS PERMISSION.BUILDER AND GRADE GRADE ,'1�11uiI/�' OWNER ARE RESPONSIBLE 2X8 PRESSURE TREATED 0� ¢ Iz TO VERIFY All DIMENSONS 5'-4000 PSI SYP SKIRT BOARD PRESSURE TREATEDd:7/ ��� O• N. �1/ BEFORE CONSTRUCTION GRADE(BOTTOM COME FLOOR SYP GROUND CONTACT \� ........I. Y Ijl , OF ARD ) - 2X8 SKIRT BOARD \� • •• O (OPTIONAL \\ :• .. ®/� ORAWJ BY: ALS •,...;•... .•.•. r \ REVIEW: /\\\ / / REVISIONS: 3/4' ONE ETAS COMPACTED / / / / / / / / / / / / / / / / / / / \ �/ (opnoNAL�POST SAVER PATENTED UPLIFT NLLOTCHID � � �I�/PA ElE �\\ i ' 9m;i�o POST W/12.OON(�TE FOOTING (SEE SIZES M /\\ ,• \\/�3000 PSF SOIL\\/\\ ON FLOOR PLAN)\\/\ S TT DATE: 10/4/24 3000 PSI. CONCRETE FOOTIN (SEE SIZE ON FLOOR PLAN) l �/\ \//\/�\/�\/�\/�\//\//\/ - • /�\/�/�/�////// / L /\\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ :�j •Z` SITE: MELAMED TYPICAL FRAME %\\%\\%\\%\\\\\\\\\\\\%� TYPICAL/FRAM/E/ \\\\%\\ ice�O ••, \� SECTIONS / / / / i ..... \ SECTION `\\i\\i\\i\\i\\i\\�\\\i\\\i\\i\\ SECT 10 N ""' �. \\� (ENDWALL VIEW) (SIDEWALL VIEW) / oFESSlotl ,��` A � 3 SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" /���'T#fIEEt"t��"�,` BUILDER U J BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. yhip FA4.1 GRADING & EXCAVATION M SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL DESIGN PARAMETERS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE AV t x U m o LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP= a I¢m A4.2 FOOTINGS RISK CATEGORY I p� W EXPOSURE CATEGORY= C z STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED o a 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 W FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)=936 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=11,600 DESIGN A4.3 FRAMING L,j E LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=130 MPH o 0 LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. � Of rn .o YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF - E> °, FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. � � (D 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. (D< CL co USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES Q-� - ° SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. O a c THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: Y o m A4.4 ROOF TRUSSES 2021 BUILDING CODE OF NEW YORK STATE AND ASCE 7-16 Q N a ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, 0 COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: Ln o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E u) -a SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION 0 -3:w SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF AMERICAN WOOD COUNCIL 2 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OWNER (JOISTS RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) 13 W Ln A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES W Z r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS Q r- AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) J WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND J UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN A4.12 WARRANTY NOTES LV 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 O Y A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN V EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. W W FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 0 p SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, Z Lc) a Q r 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 1�" STRUCTURAL TIMBER IS 1 PER 2' BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMA➢ON SHOWN STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. au Tws oRAVJNG IS THE TRUSS CARRIER CONNECTION TO POST: "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, FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRAWNG MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCED WITHOUT NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSTON.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED ��� nurrrrryit OWNER ARE RES'ONSBLE NS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED `a`�N Of.NFI�/J/// eEEOREYCONSTR ALL uc�ON COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `��� �• ••�r� /jam DRAWN BY: ALS MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED (/) �'•9 REVIEW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED = REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT jr m� EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; L m z.Lu DATE: to/a 2a BOTTOM EDGE OF STANDARD ROOFING MATERIALS. c� i S . SITE: MELAMED ••.0771A`- JIA . DETAILS .90FESSION �4rllnpl�l����� Job Truss Truss Type Qty Ply NY Seal 26'stock 169362925 S2411067 T26 FINK 1 1 Job Reference(optional) Superior Trusses,LLC, Lititz,PA-17543, 8.820 s Oct 10 2024 MiTek Industries,Inc. Mon Nov 412:41:24 2024 Page 1 ID:CIY2zi5I0nLMsLlyH01Sy9zy2Xm-AGHVAZKOTEMtBgV69jjJtdV OvsJ_CKewNXMgfyMZCf �0 10 6-10-14 13-M 19-1-2 ' 26-0-0 $6-10$ b-10-8 6-10-14 6-1-2 6-1-2 6-10-14 -10 Scale=1:45.9 5x8= 4.00 12 2x4\\ 2x4 3 5 11 12 1 2 6 7 10 9 8 4x10= 4x6= 4x6= 4x6= 4x10= 8-11-4 13-0-0 17-0-12 26-M 8-1-4 1% -12 8- 1 Plate Offsets(X,Y)- 12:0-0-0,0-0-41,[6:0-0-0,0.0-41 LOADING (psf) SPACING- 4-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 33.6 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.30 8-10 >999 240 MT20 169/123 (Ground Snow=40.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.41 2-10 >742 180 BCDL 5.0 5.0 Wi Rep Stress Incr NO WB 0.49 HOfz(CiT) 0.14 6 fl/a rite BCDL 5 BCDL .0 Code IBC2021tTP12014 Matrix-S nd(LL) 0.16 B-10 >999 360 Weight:115 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-6-9 max.) BOT CHORD 2x4 SPF 210OF 1.8E (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. REACTIONS. (size) 2=0-6-0,6=0-6-0 Max Harz 2=146(LC 9) Max Uplift 2=683(LC 10),6=683(LC 10) Max Grav 2=2404(LC 15),6=2404(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5301/1398,3-4=-4423/1242,4-5=-4423/1242,5-6=5301/1398 BOT CHORD 2-10=-1213/4881,8-10=-70913223,6-8=-1213/4881 WEBS 3-1 0=1 346/443,4-10=298/1569,4-8=298/1569,5-8=1346/443 NOTES- 1)Wind:ASCE 7-16;Vuft=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat. ll;Exp C;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf;Pf=33.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.20 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 33.6 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. OF N' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � k 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 lb uplift at joint 2 and 683 lb uplift at i`Q'.JPN GA fl, ;0 joint 6. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer, r- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t11 w R0FEs.S1014 November 4,2024 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1/2/2023 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not MiTek® a truss system.Before use,the building designer must verify 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the 16023 Swingley Ridge Rd. fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSIfTPI1 Quality Criteria,and DSB-22 available from Truss Plate Institute(www.tpinst.org) Chesterfield,MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association(www.sbescomponents.com) 314.434.1200/MTek-US.com