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HomeMy WebLinkAbout49399-Z g11fFOL�r �p 1pG Town of Southold 10/18/2023 a yew P.O.Box 1179 co 53095 Main Rd Gy?j4� �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44659 Date: 10/18/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 2120 N Sea Dr, Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-45.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2023 pursuant to which Building Permit No. 49399 dated 6/20/2023 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 gazebo as applied for. The certificate is issued to Burrascano Jr,Joseph&Dona of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au o 0z S gnature �J TOWN OF SOUTHOLD osuFFutK�OG BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca 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 #: 49399 Date: 6/20/2023 Permission is hereby granted to: Burrascano Jr, Joseph 2120NSea Dr Southold, NY 11971 To: construct accessory gazebo as applied for with flood permit. At premises located at: 2120 N Sea Dr, Southold SCTM #473889 Sec/Block/Lot# 54.-5-45.4 Pursuant to application dated 5/15/2023 and approved by the Building Inspector. To expire on 12/19/2024. Fees: ACCESSORY $100.00 CO-ACCESSORY BUILDING $50.00 Flood Permit $100.00 Total: $250.00 Building Inspector OF SOblho� TOWN OF SOUTHOLD BUILDING DEPT. N iC `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 6#�ItX4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE ��' INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ----------------------------------- FOUNDATION (2ND) col 1-4 ROUGH FRAMING& Q y PLUMBING g �r INSULATION PER N. Y. C" STATE ENERGY CODE T d l Q vv� FINAL ADDITIONAL COMMENTS o S l� 3 4 0 — z b 1 — � y H x b H o�°suFFn G F TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov ��o a Date Received APPLICATION FOR BUILDING PERMIT �j For Office Use Only I 1 PERMIT NO. �/ Building Inspector: e 1� e II IVI t Applications and forms must be filled out in their entirety. Incomplete MAY 15 2023 ID applications will not be accepted. Where the Applicant is not the owner,an oUIWIlsiU&I. Owner's Authorization form(Page 2)shall be completed. TOWNOF801ra nl n Date: : 1,,5 J 2 OZ 3 OWNER(S)OF PROPERTY: Name: TOS L)O(zA-ScA-ND SCTM#1000- y?38gq 6Lf. -S-LI S-y Project Address: Z ) 2a N 0.114- SCA- �✓���� Phone#: (� j. `I 9 S 2-010 Email: b u rra q C� h�Q I Gprjy/ Mailing Address: 2,4 ?.0 /UO f>V S&Vt •tu-Q.-C/ CONTACT PERSON: Name: V Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: L=GH Ent Mailing Address: 7-7- 7Sf -7 Phone#: �I 3 3';5 _ '�'75o Email: CONTRACTOR INFORMATION:"�,. , Name: OVlE--R.TVNS CaNS7R-UcT)c0AJ INL Mailing Address: 3 1 I—cJG Evu 0O.fl D 21\Iir SM IT-H-"u!N ud Phone#: t Email: G3 �y . _ rfy�2 6131 Wt) T'ph1LIlUl;;-• /UC� DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ®.Other GFl~z.eF60 $. 9-S 1, ODD Will the lot be re-graded? ❑Yes f9No Will excess fill be removed from premises? ❑Yes I$No 1 PROPERTY INFORMATION Existing use of property: lleS4 ,,,- Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NNo IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter'236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,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 on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. I .' Application SUbmitted-By(print name): X V � • ��VCtt�4-��4-Np �(Z ❑Authorized Agent ROwner Signature of Applicant: y Date: j`— 5_ o2 STATE OF NEW YORK) SS: COUNTY OF � ) BI I rr-a!E)C Can( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the U,On —9 (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 t� 15 day of Mai , 20x3 o ary Public TRAGEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 OW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,29@-4p 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 =o��guFF01 TOWN OF SOUTHOLD—BUILDING DEPARTMENT - Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 leiy�,o1 Telephone(631)765-1802 https://www.southoldtowM.gov Floodplain Development Permit Application 'PROPERTY INFORMATION:, Flood Zone:AE FIRM Panel:36103CO154 1SCTM#1000-54-05-45.4 Address:2120 North Sea Drive City:Southold Zip:11971 CONTACT PERSON:" Name:Joseph Burrascano Phone#:631-495-2010 Mailing Address:2120 North Sea Dr Southold NY 11971 PROJECT DESCRIPTION:. Gazebo :SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure, Type of Structural Activity Residential(1 to 4 families) R New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑Located in manufactured home park SECTION,B:.OTHER DEVELOPMENT-(CHECK.ALLTHAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration(attach description) ❑ Excavation(not related to a structured development) ❑Other development not listed(specify): „ .,.. conditions of this emit and certify y gi� he information By signing below I agree to ttie terms and con" ' ' permit to the best of m knowled a contained' in this application is true and accurate.I understand that no w,ork'may start until a permit is�issued.The permit'may be revoked if any ,.false statements are made herein:.lf revoked,all work must'cease until permit is re-issued.Development shall not be used or occupied - until a Cert:'of.,Compliance'is issued.The permit.will-expire if,no work is commenced within one.year•of issuance.Other permits may be required.to=fulfill regulatory requirements.Applicant give's consent to local authority or representative to make reasonable inspections'; ,to verify compliance: Application Submitted By(print name):) se h J. Burrascano Jr. Signature of Applicant: AjT1 I Date:6-21 -2023 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D AAAAAA 300115701 MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER OVERTONS CONSTRUCTION INC JOE BURRASCANO 31 LEDGEWOOD DRIVE 2120 NORTH SEA DRIVE SMITHTOWN NY 11787 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12018781-1 308552 03/07/2023 TO 03/07/2024 5/12/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2018 781-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.A$P.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT KEVIN OVERTON VICE PRESIDENT JOANNE OVERTON OF A TWO PERSON CORPORATION THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE .UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SURANCEFUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:773843044 U-26.3 YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS 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 OVERTON'S CONSTRUCTION INC. 631-543-9412 ATTN: KEVIN OVERTON 31 LEDGEWOOD DRIVE SMITHTOWN,NY 11787 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage Is specifically limited to or Social Security Number certain locations in New York State,Le.,Wrap-Up Policy) 300115701 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity Listed in Box"1 a" DBL433226 3c.Policy effective period 01/01/2023 to 12/31/2023 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. F1 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 described above. Date Signed 5/12/2023 By C �U/ G� (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B 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 emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if sox 4B,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. p D13-120.1 (12-21) �IIIIII IIIIII11miIIIIIII1111101111011111111 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled 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 coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate 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 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights.or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits 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 Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse ` DATE(MM/DDIYYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `� 05/12/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the 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 Jennifer O'Brien State&fM Jennifer O'Brien PHONE 631-7240002 FAC No): _lAI329 E Main Street Suite 6 EADDRESS, jennifer.obrien.w3zx@statefarm.com INSURER(S)AFFORDING COVERAGE NAIC# Smithtown NY 117872821 INSURER A: State Farm Fire and Casualty Company 25143 INSURED INSURER B OVERTON'S CONSTURCTION INC INSURER C: 31 LEDGEWOOD DR INSURER 0: INSURER E: SMITHTOWN NY 117874019 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. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MMIDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES(Ea ence) $ 100,000 MED EXP(Any one person) $ 5,000 A N N 92-C1-S792-5 12/07/2022 12/07/2023 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,OOD,000 PRO- POLICY JECT 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED AUTOS ONLY AUTOS ONLY (Pereco' e $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY $ ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS be E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Joe Burrascano ACCORDANCE WITH THE POLICY PROVISIONS. 2120 North Sea Drive AUTHORIZED REPRESENTATIVE O-�Rjnwpw Southhold NY 11971 This form was system-generated on 05/12/2023 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD 1001486 2005 155279 205 01-19-2023 . Conswwwt Affairs ,0. j W MOO ,. 40 46 qw mum lip 04C he C R0401*0 mo" a �: � B"THICK PRECAST 18•�"AX C t.C. CHAPTER 236 COMPLIANCE DATE' 0GT06ER 10, 2017 JOHN T. METZ&EK CONCRETE TRAFFIC BEARING SUB. EXISTING GRASS N.Y.5. LIG. NO. 49615 X11 swALE AREA GRADE m STORMwATER MANAGMENT CONTROL PLAN f•PPLIGANT' JOSEPH J. 6URRASGANO JR. SURVEY OF PROPERTY GRASS SHOULDER �. � & STORMT9ATER DETAILS AREA TYPICAL CAST IRON INLET "J v �. € `C,.T.M. #' 1000-54-05-45.4 PEGONIG SURVEYORS, P.G. GRADE GRATE d< FRAME Y f �'�,� y. ,� Y ' e - (631) 765-50,20 FAX (631) 765-1797 ¢ GRADE �l " '� 2120 NORTH SEA DRIVEAT SOUTHOLD — � Y _r PZOPERTY P.O. SOX 909 �y� PJDRE55' 5OUTHOLD, N.Y. 11971 5OU TRAVELER STREET TOWN OF SO UTHOLD 50UTHOLD, N.Y. 11971 SUFFOLK COUNTY, N. Y. — — PERSPECTIVE VIEW �— ,, F +• SCALE: NTS \ 1000-54-05-45.4 _ ®®IN®® ® CLEAN SAND Ai ®®®® ® GRAVEL ®®®®® .9 ® II I I I= SCALE. 1'= 30' ®®®®® _® 36" MINIMUM 2 x 2 ` 09-01 APRIL 7, 2015 AGLMINO FENCE POST /- -I c MAY 12, 2015 (B.O.H.) CLEAN SAND 8 OMVEL �—I I I I I WOVEN WIRE FENCE FEBRUARY 14, 2017 (PROP. HOUSE) ORODND B' DIAMETER z 2' (6 x 6 - 70110 WWF) ' l WATER 2-0 8'-0" Dia. IEAC� CONCRETE FILTER CLOTH /`/�pt;,(� MARCH 1, 2017 (CERTIFICATIONS) ID. Min. I `- S�GPF % �o��'F��� MARCH 30, 2017 (REWSIONS) EMBED FILTER CLOTH f Q A� s,,....•'-.,,.,. O y Ty spy AUGUST 09, 2017 (TOPO. & MONUMENTS) MIN. 8" INTO GROUND z 'QFeFT .••,.,,- �/ C �9T SEPT. 7, 2017 (REVISIONS) Typical Section @ Leaching Pools 4" qR _ .0. `���'AI/" F� p� F� GRASS SWALE DETAIL Scale : NTS NOTE: ,�� OGS �X x C C� v�j/�Gfi�T OCTOBER 12, 2017 (STORM WATER MANAGMENT) MAXIMUM DRAINAGE AREA '� \\ 0 C � / JANUARY 8 2018 STAKES SET 1/2 ACRE/ 100 LINEAR FEET \// ,/,F/ �• +\�� s �^ ( ) SECTION DETAIL �. rr +/ ��''o +�r� SSSS 7i0(��` '! �y�y 'c� o ys FEBRUARY 27, 2018 (FOUNDATION LOCATION) SILT FENCE DETAILS \ Ser}A \+ �\ /0 ,l, p`� t 1 \: SCALE: NTS \� `C �\ }� T�T + O � O / fit.. \ i 60'MIN. Q 1 \ AIV �j BUT SUFFICIENT TO KEEP SEDIMENT ON SITE "ss �% ��v`/ \9L/� +\+ �'YL,F / -f f l• c\�\ HAY BAIL AND/OR /y / �!/ 0 C �� fir/ /.E osc, / /�� Q� C, ;r \+\ / R / f _J SILT FENCING /L �r1 ?s. J`MffIN/ X+/<+r WO / \� +0. 0P J N�/// l.S ( W O \ 9ul \ \+�Op O G G�'Q a 9L Ix IL 0 LU LL OJG O V i Q >0 (r M �i/ 3 3 / J �/✓Fio 1>_<'( <° ), _ -- / _ Cpl GG'C ��,'tG q�} \+ `�a O`�` -Q)O /0L0 NSTRUCTIONENTRANCE-FOUNDATION 4 % <p ; M 0 S�F<TYpC 4'O QCTJOFCOMPACTED 34'STONEBLEND +\+ OR N.Y.STATE D.O.T.APPROVEDR.CA / 6��^ v^ �/G FILL T01 8"(Min.)ABOVE DUSTING v ;' ` __)r yc //oGUy__:)111� O MAY BAIL AND/OR I GRADE FOR DRAINAGE _\ _ A ( <c ) // �O`��Oe /v`� ^� SILT FENCING PLAN VIEW .0 6e, ��s SRF > �s_/ q�° o TSF 6 . 8• O iI / 6\ ss•�+\+\r+F\A+\ +\ /\/ ,U // =/s// f/� % PROPOSED RAIN RUNOFF CO N TAINMENT T'�l��O � 00HOUSE 1878 SQ FT + EXISTING GRADE \ � GARAGE 672 SQ.FT ROAD + - j �O 2550 SQ.FT. HAY BAIL AND/OR I <T R�94' \ \+\ O i O `� O• I /� ( /� / 2550 x 1 x 0.17 = 434 CU.FT. CONSTRUCTIONENTRANCE-FOUNDATIONOFCOMPACTED Fj } + �L' V SILT FENCING 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA FYTioo ` \ -� \ / `OCL.' QQ DRIVWAY PERVIOUS = 1359 SQ.FT. FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. �s • 'Y�CT +\ \ - y\ 1 / C1 J Ftic 141 / v } s \Q 1359 x 0.8 x 0.17 = 185 CU.FT. ss� ,,� �i/TRIG + + s` �\ 6 // / °, �� Qlt 619 CU.FT. CROSS SECTION �\ / 619/42.2 = 1 VF � s• \ TEMPORARY F \`\ �i 02+/ �{v`��k 4 PROVIDE [8] DWs 80 x 2' DEEP CONSTRUCTION ENTRANCE 0 �F� + \�r� \ I/ DRY WELLS CONNECT TO HOUSE SCALE: NTS � �qSF\+\+ WITH GUTTERS & LEADERS \ l PROPOSED SEPTIC SYSTEM 9tiT \+\+ �/ i +� �P 5 BEDROOM HOUSE 1-PRECAST 1500 GALLON SEPTIC TANK + 9-80 LEACHING POOLS 2' DEEP T� +\+ � WITH 3' SAND COLLAR 3' MIN. ABOVE\\ s/+ h GROUND WATER + 0 = PROPOSED CONTOUR �� S9• ��/ • = REBAR •�j, s ® = PIPE �� oti \ ® = MONUMENT TEST HOLE DATA / CERTIFIED TO, 5TEWART TITLE IN5URANCE COMPANY McDONALO GEOSCIENCE = WETLAND FLAG. 03/12/2015 A\ T I TLE NO. ADA -03089-5 �! A�p�\\ J05EPH J. DURRA5CANO JR. EL. 4.7' BROWN LOAMY SAND SM / 4 �_ DONA DURRA5CANO 0.5' Cv F' FLOOD ZONES FROM FIRM 6103C0154H PALE BROWN FINE SAND SP 0,,,,,..-••-n YO Map Effective Date: September 25, 2009 — 2' / Q \� `� ,a � r''�'-71> n PALE BROWN FINE TO COARSE SAND SWQ Cy\' r w• � ELEVATIONS ARE REFERENCED TO NA VD '88 DATUM. WITH 109' GRAVEL v 4r:' , _ ', 1P EL. 0.4' — 4.3' The location of wells and cesspools shown hereon are �,� <c, AREA= 40,903 SQ. FT. ". , from field observations and or from data obtained from others. WATER IN PALE BROWN FINE TO COARSE SAND SW 4 Lrn WITH 109 GRAVEL �O `~ F ANY ALTERATION OR ADDIN. Y.S. LIC. N0. 49618 TION TO THIS SURVEY IS A VIOLATION I am familiar with the STANDARDS FOR APPROVAL OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE PECON/C SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 11' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NO TE. WATER ENCOUNTERED 4.3' BELOW SURFACE and will abide by the conditions set forth therein and on the P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. permit to construct. 1230 TRAVELER STREET 15-118 .,. TrnSOUTHOLD, MY 11971 Auluo LoMErVe ' GENERAL NOTES FLOW OAS R S All notes do not necessarilyapply due to different requirements on each PREVENTION 20 Octagon VinylGazebo or. project.This plan is intended toreflect only the structural design of this SOUTHOLD TOWN CODE, building.The contractor shall review all applicable local,state,and WOOD federal building codes prior to the start of construction to ensure building 1.General Requirements .. Joe B u rrasca n o not responsible for A.Structural wood members and connections shall be of sufficient size conformance. Timber Tech Engineering,Inc.t or capacity information pertaining to this project if not shown on drawings or listed a carry all design loads without exceeding the allowable 2120 North Sea Drive below. Revisions to the plans shall be approved by engineer of record. design values specified in"The National Design specification for Wood Construction"(NDS),2005 edition,and its"Supplement"by the Southold, N Y 11971 American Forest and Paper Association(AF&PA). DESIGN REQUIREMENTS B.Wood members used for load supporting purposes shall have the grade kTVE�D AS NOTED1.Governing Code: mark of a lumber grading agency certified by the American Lumber Including,not limited to:IBC 2018(ASCE 7-16) Standards Committee. DATg.p. 3 Risk Category II 2.Dimension Lumber t)ESIGN ENGINEER 2•Dead Loads: A.All lumber species,graded visually or mechanically,shall comply with the NDS FEE: BY: A.Roof 5 psf by AF&PA,and the"American Softwood Lumber Standard"(PS 20-94)by the U.S. NOTIFY BUILDING DEPART B.Floor n/a psf Department of Commerce. 765-180 8 AM TO 4 PM FOR THE C.Other n/a psf B.The minimum grade and species for posts,beams,headers,and other primary 3.Live Loads: structural members shall be Dense Select Structural Southern Pine,unless specified otherwise. FOLLO ING INSPECTIONS: Lf I A.Roof(See also note#4) 50.4 psf C.Lumber used for secondary framing shall be#1 Southern Yellow Pine(SYP)or better. 1. FOU DATION.- TWO REQUIRED B.Floor n/a psf D.Post frame headers shall be two-span continuous beams with all multiple ply FOR OURED CONCRETE C.Other n/a psf headers overlapping so that the butt joints for each ply do not occur at the same post. 2. ROU H - FRAMING & PLUMBING t i m b e rt e c h 4.Snow Loads: E.Mechanically laminated columns shall conform with ANSI/ASAE EP 559. A.Ground Snow(Pg) 60 psf. 3.Pressure Preservative Treatment(PPT) 3: INSU ATION B.Flat Roof Snow(Pf) 50.4 psf A.Pressure treatment to be performed according to the American Wood Preservers' 4. FINAI CONSTRUCTION MUST ENGINEERING C.Snow Exposure Factor(Ce) 1.0 Association(AWPA)standards. BE C DMPLETE FOR C.O. D.Snow Load Importance Factor(1) 1.0 B.Pressure treated members shall have the inspection'mark of an agency accredited by the ALL CO STRUC?ICN SHALL MElas�HE22 Denver Road,Suite B Denver,PA 17517 E.Unbalanced Snow American Lumber Standards Committee. i.Windward Roof 0 psf C.Preservative: Ammonia Copper Quaternary ammonia(ACQ)or Copper Boron Azole(CBA) REQUIR MENTS OF THE CODES OF NEW117.335.2750 Fax:717.335.2753 ii. Leeward Roof 25 psf to 101 psf D.Minimum waterbome treatment retention shall be 0.4 pcf for members above ground,and YORK Ir rATE.' NOT RESPONSIBeR406 S Main Street,PO Box 509 Kouts,IN 46347 5.Wind Load 0.6 pcf for members in contact with earth. DESIGN OR CONSTRUCTION E 0 s, A.Ultimate Wind Speed(V ult) 180 mph E.Treat indicated items and the following: 219.766.2499 Fax:219.766.2394 B.Wind Exposure Category C 1.Wood members exposed to weather or insect infestation. Southeast: 172 Luyben Hills Road,Kingston Springs,TN 37082 C.Enclosure Category Open 2.Wood members in direct contact with earth or concrete. 615-378-1535 Fax:615 378-1587 D.Components and Cladding: +73 psf/-96 psf 3.Wood members exposed to high moisture content(>19%for dimension lumber,>16%for glued 6.Earthquake Design Data: laminated timber). www.timbertecheng.com (Analysis based on equivalent lateral force procedure) 4.Wood members less than 12 inches above grade. A. Spectral Response Acceleration F.Field treat newly exposed wood where cutting,drilling or notching pressure treated lumber. a creative engineering firm,providing solutions at 1 sec,S 0.09 G.Metal connectors used in treated wood shall be hot-dip galvanized as per ASTM A153-01 a. and building relationships B. Spectral Response Acceleration at short 4.Connections shall be designed and constructed according to the NDS by AF&PA and shall periods,S 0.165 conform to the following: C. Seismic Importance Factor,1 1.0 A.The minimum connection shall be two 12 penny nails,or as detailed on the drawings. Drawing Index D. Site Class D B.Other connections as per standard construction practice. E. Seismic Design Category D Vinyl F. Basic Structural System 1.General Requirements Cover Pa a - Notes Cantilevered Column:Timber Frame A.Vinyl sleeve material used to wrap wood members to be supplied according to g G. Response Modification Factor(R) 1.5 Certainteed corporation specifications or equivalent. H. Deflection Amplification Factor(Cd) 1.5 B.Vinyl sleeve material to be 0.160"thick for posts and 0.105"thick for other structural Page 1 - Elevation members Page 2 - Post Layout Plan C.Plastic lumber to be Perma-Poly by Renew Plastics or equivalent. Page 3 - Roof Framing Plan COMPLY WITH ALL CODES OF Page 4 - Cross Section 4 NEW YORK STATE & TOWN CODES -)�;GUFANCY OR TTE DRAWING NUMBER: E175-23 Page 5 - Detail A-A/5, Detail B-13/5 AS REQUIRED AND CONDITIONS OF of:NEW Uhf I .UNLAWFUL Page 6 - Detail C-C/6, Detail D=D/6 VST CE -I a- 2 23 4/2/23 y 15-2 �inITRB-T6WNilNING BOARDf Page 7 - Angle "Al ", Angle "A2", Angle "A3", "T" Assembly OFA UP4NCY �2s ti S9�OLD TOWN TRUSTEES _r °739 Page Fl - Foundation Details N.Y.S.DE �s Page F2 - Foundation Notes RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Timothy Rira on Date: N 31/02673963 timbertech ENGINEERING East 22 Denver Road,Suite B Denver,PA 17517 Ph:717-335-2750 Fax:717-335-2753 West:406 S Main Street PO Boz 509 Kouls,IN 46347 Ph:219.766.2499 Fax:219-766-2394 Southeast'172 Luyben Hills Road,Kingston Springs,TN 37082 Ph:615.378.1535 Fax:615378.1587 www, lim b ertech eng.co m a creative engineering firm,providing solutions and building relationships This drawing Is the property of Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Timber Tech Engineering,Inc.Is prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project shall verify al dimensions and conditions before starting ork and any discrepancy shall be reported the engineer In writing before starting work. OF NEW 12 "P15� Y 5.751 4/2 /23 p 1 5-2 0739 fES Timothy R.Royer NY Eng.Cert#73963 EXIDiration Date:03-31-2026 Contractor: Country Lane Woodworking 540 Hollander Road New Holland,PA 17557 PH:(717)351-9250 LU Drawing Title: Elevation Elevation SCALE 1/4"=1'-0" Project: 20'Vinyl Octagon Gazebo for Joe Burrascano 2120 North Sea Drive Southold,NY 11971 Revisions: Date: Bir Drawing Number. age:1 of 7 Engineered By:T.Rover I start Date:4125123 Drafted By K.Salver 10eged Date:4126123 timbertech ENGINEERING East:22 Denver Road,Suite B Denver,PA 17517 Ph:717-335-2750 Fax:717.335-2753 West 406 S Main Street,PO Box 509 Kouts,IN 46347 Ph:219-766-2499 Fax:219.766-2394 Southeast 172 Luyben Hills Road,Kingston Springs,TN 37082 7'-858" Ph:615.378.1535 Fax:615.378-1587 www.timberiecheng.com a creative engineering firm,providing solutions and building relationships This drawing Is the property of Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written 18'-7%16° consent of Timber Tech Engineering,Inc.Is prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project shall verify all dimensions and conditions before starting ork and any discrepancy shall be reported t the engineer in writing before starting work. ,�O-NEW), y.�P wtY,po 9,F 412 /23 '- i 15-2 5x5 glulam post, wrapped 0739 = Id 2� FES Timothy R.Royer NY Eng.Cert#73963 Ex iration Date:03-31-2026 Contractor: Country Lane Woodworking 540 Hollander Road ® New Holland,PA 17557 PH:(717)351-9250 Drawing Title: Post Layout Plan Project: Post Laout P l a n 2Vinyl Octagon Gazebo for �/ Joe Burrascano y SCALE 1/4"=1'-0" 2120 North Sea Drive Southold,NY 11971 Revisions: Date: 1Bv:. Draw ng Number. page:2 Of 7 Engineered By'.T.Ro er start Data:4125123 Drafted By K.Salver lCerlified Date 4/26123 timbertech ENGINEERING East:22 Denver Road,Suite B Denver,PA 17517 Ph:717-335-2750 Fax:717.335-2753 19'-11" West:406 S Main Street,PO Box 509 Kouts,IN 46347 Ph:219-766-2499 Fax:219-766-2394 Southeast 172 Lul Hills Road,Kingston Springs,TN 37082 8-111Y16" Ph:615-378.1535 Fax 615.378.1587 www.timbertachong.com 2, , " a creative engineering firm,providing solutions Ilr0—II and building relationships This drawing Is the property of Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Timber Tech Engineering,Inc.Is prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project shall verify al dimensions and conditions before starting ork and any discrepancy shall be reported t the engineer in writing before starting work. 2x6 intermediate rafter of NE4yrO 5x5 glulam post, wrapped * .. 4/2/23 p 1 5-2 2x8 compression ring a y,P N•0739 2 2x10 top plate SES (2) 2x6 hip rafter Timothy R.Royer NY Eng.Cert#73963 Exoiration Date:03-31-2026 Contractor: 8"x5 Z"vinyl fascia Country Lane Woodworking 540 Hollander Road New Holland,PA 17557 PH:(717)351-9250 Detail D-D/6 Drawing Title: Roof Framing Plan Project: Roof Framing Plan SCALE 1/4"=1'-0" North S 20'vinyl Octagon Gazebo for Joe eO 2120 North Sea Drive Southold,NY 11971 Revisions: Date: B. Drell Number. Page:3 of 7 Engineered By.T.Rover I start Date:4125123 Drafted By Salver Dedfied Date:4126/23 timbertech ENGINEERING East 22 Denver Road,Suite B Denver,PA 17517 Ph:717-335-2750 Fax:717.335.2753 West:406 S Main Street,PO Box 509 Kouts,IN 46347 Ph:219.766.2499 Fax:219-766-2394 Southeast 172 tupben Hills Road,IQngston Springs,TN 37082 Ph:615-378.1535 Fax:615-378.1587 www' tim berlech eng.co m a creative engineering firm,providing solutions and building relationships This drawing is the property of Tlmber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Timber Tech Engineering,Inc.Is 19'-11" prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and 2x8 compression ring builders involved on this project shall verify al P g dimensions and conditions before starting ork and any discrepancy shall be reported tc the engineer In writing before starting work. Asphalt shingles or NEW yArl not 9F 1 Detail B-13/5 (2)2x6 hip rafter 4n 23 } 2 5.75 1x6 T&G#1 SYP decking 2 �a r •0739 2x10 top plate FES Detail A-A/5 N Timothy R.Royer NY Eng.Cert#73963 CNIen -1" Ex iration Date:03-31-2026 g x5 z vinyl fascia Contractor. 19 5x5 post, wrapped Country Lane Woodworking 540 Hollander Road New Holland,PA 17557 Detail C-C/6 PH:(717)351-9250 rDrawing Me: Cross Section A14 Cross Section A/4 SCALE 1/4"=1'-0" Project: 20'Vinyl Octagon Gazebo for Joe Burrascano 2120 North Sea Drive Southold,NY 11971 Revisions: Date: By: Drawing Number. Page:4 of 7 Engineered By:T.Rover stad Date:4125123 Drartaa By Salver Ce�6ed oate:4126123 U6 T&G#1 SYP decking, fasten to rafters Frafter le Rafter Connection: w/(2)2"galvanized staples w/2' Crown u "nails from bottom of top plate into 5"x7"X8" cap plate of"T" (2)16"x10"screw t i m b e,rt e c h 1)A23 by Simpson Strong Tie,one Asphalt shingles assembly on top of post fastener into brace ENGINEERING enetration East:zz Denver Road,Suite B Denver,PA 17517 W/ 1 f, 2 P Ph:717-336-2750 Fax:717.335.2753 Fasten rafterlies together 8"x52"vinyl fascia West,406 S Main Street,PO Box 509 Kouts,IN 46347 P 9 NOTE: Ph:219-766-2499 Fax:219-766-2394 3" V DECORATIVE TRIM NOT Southeast,172 Luyben Hills Road,IGngston Springs,TN 37082 w/(3)8 0 bolts 2 Ph:815.378.1535 Fax:615378-1587 SHOWN FOR CLARITY www.timbertecheng.com 1 a creative engineering firm,providing solutions and building relationships 1x4 trim, fasten to fascia w/2" _ i � This drawing Is the property of Timber Tech (2) 2x6 hip rafter, fasten galvanized staples w/1i crown 6"o/c j Engineering,Inc.and reproduction,alteration 9 P 2 or use of this drawing without the written Is to top plate w/(2)Angle"A2" 5u 1" ( consent d Timber Tech Engineering,ed to L „ „ 8 x5 2 vinyl fascia, fasten w/ a prohibited. ensi ins. shall not be scaled to and (2)Angle A3 w obtain dimensions. s The contractors a� ullders involved on this project shall verify al #10x2 2'wood screws, 18"O/c dimensions and conditions before starting r�7tt ork and any discrepancy shall be reported tc 51io bolt the engineer In writing before starting work. Trim assembly w/2x3 top and 2'0 bolt bottom rails,wrapped, and 1x4 5x5 glulam post, wrapped oFNEay „ �„ „ „ 2x10 top plate vertical Perma-Poly plate. 1x4 rgl?"99 5x7 x8 cap plate of T 1.. 1r. „ 1.. „ „ „ fastened to post w/ 6 #10x2- * 2 assembly on top of post, 2 z x2 x8 x5 angle of T assembly, P ( ) 2 2x8 Perma-Poly brace, 4n ,23 . - , , 5� fasten to post w/(4) fasten to post and top plate w/(4) wood screws, as shown fasten each at top w/(3) SDS25212 screws b Simpson, each #10x32"wood screws and ys �' S =� #10x2 2'wood screws y P FES at bottom w/(6)#10x22' 5x5 glulam post, wrapped wood screws Detail A-A/5 Scale 1" = 1'-0" View 1 Detail A-A/5 Scale 1" = 1'-0" Timothy R.Royer NY Eng.Cert#73963 Ex iration Date:03-31-2026 Contractor. Country Lane Wood (1)2 2"x9")Tx3 8", steel angle 540 Hollander Roadworldng "A3", fastened to 2x10 top plate New Holland,PA 17557 w/(18)#10x1 2"wood screws, each 2x8 compression ring PH:(717)351-9250 1 2 1"x6" 1ix3 3", steel an le 1x6 T&G#1 SYP decking, ( ) z x8 s 9 fasten to rafters w/(2)2" "A2", fastened to 2x10 top plate 1e Drawing Title: galvanized staples w/2 crown Detail A-A/5 W/(10)#10x1 2' wood screws, each Detail B-B/5 (1)8"0 bolt, through Fasten rafter plies together Asphalt shingles double rafter w/(3)a"0 bolts) Angle"A2" Project: 20'Vinyl Octagon Gazebo for 1 "0 bolt, through Angle "A3„ Joe Burrascano ( )2 9 �g 2120 North Sea Drive double rafter 3�$ Southold,NY 11971 (2) 2x6 hip rafter, fasten to compression ring w/(3) View 2 Detail A—/`"1/5 S 1 #10x3 2"wood screws each ply Scale " = 1'-0" Revisions: Date: B. Detail B-B/5 Scale 1" = 1'-0" 1 11 Draw ng Number. Page:5 of 7 Engineered By.T.Rover I smr<Date:4125123 Dratted BY.K.Salver Cer08ed Date:4126123 timbertech v 5x5 glulam post, wrapped ENGINEERING East:22 Denver Road,Suite B Denver,PA 17517 1 Ph:717335.2750 Fax:717.335-2753 3"x3"X3", 10 a. angle West:406 S Main Street,PO Box 509 Kouts,IN 46347 499 Fax:219-766-2394 Concrete foundation n " g g Southeast 172LuybenHPh 219-7 tlsRod IOngstonSp Springs,Al fasten to post w/ 11:615-378-1535 Fax:615378.1581 by others (5)#10x2 1" www.limbertecheng.com (3000 psi min.) z wood a creative engineering firm,providing solutions screws and building relationships This drawing Is the property of Timber Tech Engineering, 'or use of this drawing withoutthewritten/2"x4" Stainless steel consent of Timber Tech Engineering,Inc.Is �2 screw anchor prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and In uilders involved on this project shall verify al dimensions and conditions before starting ork and any discrepancy shall be reported t the engineer In writing before starting work. • (2) 2x6 hip rafter Detail C-C/6 Scale 1" = 1'-0" No Floor 2x6 blocking, fasten to hip of-NEW rafter each end w/(4) TLOK04 screws by FastenMaster 4/2 /23 y 15 2 Sys �•0739 2 FES 5" Angle"Al fasten 2x6 intermediate rafter, fasten to 2x6 blocking w/ �� Timothy R.Royer NY Eng.Cert#73963 to post w/(5)#10x2 21 wood (5)#10x3 Z'wood screws Ex iration Date:03-31-2026 screws and fasten to concrete Contractor: o o foundation (fc= 3000 psi min.) Country Lane Woodworking w/-1'10x4"screw anchor Detail D-D/6 Scale 1" = 1'-0" 540 Hollander Road New Holland,PA 17557 \-5x5 glulam post, wrapped PH:(717)351-9250 View 1 Detail C—C/6 Scale 1 2' = 1'-0" Drawing I e: Detail C-C/6 No Floor Detail D-D16 Project: 20'Vinyl Octagon Gazebo for Joe Burrascano 2120 North Sea Drive Southold,NY 11971 Revisions: Date: 113y. Drawing Number. Page:6 of 7 Engineered Br•T.Rover I start Date:4125123 Draped BY K.Salver lGerldled Date:4126123 3" VU 3"x3"x3", 10 ga. 1' 1 s"0 hole for! 0 bolt t i m b e rt e c h steel angle 1" 'N 2"x2"x8"gusset, weld each leg ENGINEERING East:22 Denver Road,Suite B Denver,PA 17517 ww/2" long 8"fillet, inside only Ph:717-335-2750 Fax:717-335-2753 West 406 S Main Street,PO Box 509 Kouts,IN 46347 0 o Ph:219-766.2499 Fax:219-76&2394 2-"XB" 1iX3 3"steel angle "A2" ° 2 X$ g g SouB�east 172 Luyben Hills Road,IGngstan Springs,TN 37082 o o Ph:615.378.1535 Fax:815.378.1587 4'0 hole for wood www.timbertecheng.com /2 O screw(1 of 10) a creative engineering firm,providing solutions and building relationships 3" o 0 0 O This drawing Is the property of Timber Tech Engineering, 1 rr O or useof this drawl g without t on the written 4 hole for wood O O Note: consent of Tlmber Tech Engineering,Inc.Is screws (1 of 5) Use flat washers under bolt prohibited.Drawings shall not be scaled to obtain dimensions. The contractors and head and nut(1 1-"O.D. min.) utlders involved on this project shall verify al •, 5i/� dimensions and conditions before starting 8 0 hole ork and any discrepancy shall be reported t Angle "A2" Scale 3" 1'-0" the engineer In writing before starting work. = CEOF NEW), cam, RAy� 7 Angle "Al " Scale 12 = 1'-0" 4/2/23 y 15-2 ��`P •07— 2 fES 5" 3„ 1" Timothy R.Royer NY Eng.Cert#73963 4 — Expiration Date:03-31-2026 Contractor: Country Lane Woodworking 1"Ql hole for wood 540 Hollander Road New Holland,PA 17557 screws (1 of 8) o ° PH:(717)351-9250 Drawing Title: o ° ° Angle"Al" sV hole for z"0 bolt dao Angle"AT Angle A3 2"x2"xs'gusset, weld each leg 2" "T"Assembly w/2" long 8"fillet, inside only 71' 2 i"x9"x8"x3 8"steel angle "A3" ICO 5„ 2° Project: q"O hole for wood 20'Vinyl Octagon Gazebo for screw(1 of 18) Joe Burrascano 0 0 0 2120 North Sea Drive O O NN 1/4" ° ° Southold,NY 11971 0 o Note: _ O SIN o 0 o c Use flat.washers under bolt 0 O o O head and nut(1 'O.D. min.) 8 —�� - 8" 1 " 4" Revisions: Date: B. 0 Angle "AT n ' " "T"" Ass e m b I y " = t " EEngirnred Number. - Page:]Of 7 Scale 3 - 1 -0 Scale 3 - 1 -0 By:T.Rover start Date:4125123 Y K.Salver I Cerlified Data.4126123 Concrete turn down slab, 3000 psi min. timbertech ENGINEERING East 22 Denver Road,Suite B Denver,PA 17517 Ph:717-33&2750 Fax:717-335-2753 5x5 glulam post, wrapped West:406 S Main Street,PO Box 509 Kouts,IN 46347 Ph:219.766.2499 Fax:219.766.2394 Southeast 172 Luyben Hills Road,Kingston Springs,TN 37062 3"x3"x3" 10 a. angle Ph:615.378.1535 Fax:615.378.1587 4" Concrete slab w/6x6 9 g www.limbertacheng.com WINW2.9 welded wire "A1"fasten to post w/ a creative engineering firm,providing solutions reinforcement (5)#10x2!"wood and building relationships 3" screws This drawing Is the property of Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written Crushed stone N consent of Timber Tech Engineering,Inc.is d - d \ and prohibited.Drawings shall not be scaled to obtad ui derss involvedions. The on this project shallverify al 3„ dimensions and conditions before starting min Finished grade oreen9 any discrepancy shall to reported woo t the engineer In writingbefore starting work. . d •C oF NEW), Q 41.1 9f G d 4/2/23 y 1 5-2 4 _ 2`r N•0739 FES d d d d' Timothy R.Royer NY Eng.Cert#73963 #3 Stirrups wrapped around a' Ex iration Date:03-31-2026 horizontal bars, 24"o/c _ Contractor. d N #4 Continuous rebar below(1 of 6) Country Lane woodworking #4 Continuous rebar(1 of 6) 540 HollanderRoad 3" 3" #3 Stirrups below, 24"o/c 5x5 glulam post, wrapped New Holland,PA 17557 PH:(717)351-9250 0 Slab Design Scale 1° = 1'-0" Drawng Title: Foundation Details 0 (2)Angle "Al"fasten Project: to post w/(5)#10x2Y2'wood screws and fasten 20'Vinyl Octagon Gazebo for to concrete foundation (fc= 3000 psi min.)w/ Joe Burrascano 2120 North Sea Drive 2'f�x4"screw anchor, or equal Southold,NY 11971 Corner Post Top View Scale 1" = 1'-0" Revisions: Date: B. Drawing Number Page:F1 Engineered By:T.Rover I start Dale:4/25123 Drafted By K.Salver lCertifed Date:4190.1 EARTHWORK CAST-IN-PLACE CONCRETE 1.Requirements 1.Concrete work shall conform to the following specifications by The t i m b e rt e C h A.Provide a construction grade extending ten feet beyond building American Concrete Institute(ACI). exterior walls or an altemative method per Section 1804 of the IBC. A."Building Code Requirements for Structural Concrete"(ACI 318). ENGINEERING B.Excavate for foundations to subgrade elevations regardless of B."Hot Weather Concreting"(ACI 318). East:22 Denver Road,Sub B Denver,PA 17517 character of materials and obstructions encountered,unless otherwise C."Cold Weather Concreting"(ACI 318). Ph:717-335-2750 Fax:717-335-2753 approved by the structural engineer. 2.Materials used shall adhere to the following: west:406 s Mein street,PO Box 509 Kouts,IN 46347 C.Perform excavation work in compliance with applicable requirements of A.Portland Cement: ASTM C150,type 1. Ph:219-766-2499 Fax z1stonSp394 Southeast:172 Luyben Hills Road,Kingston Springs,TN 37082 authorities having jurisdiction. B.Fly Ash: ACI 318. Ph:615.378-1535 Fax 615.378.1587 2.Materials C.Aggregates: ASTM C33,maximum aggregate size is one inch. www.timbertecheng.com A.Satisfactory soil: ASTM D2487 unified soil classification groups GW, D.Fiberglass reinforcement: PCI MNL 128 Standard. a creative engineering firm,providing solutions GP,GM,SW,SP,and SM;free of rock or gravel larger than two inches E.Air-entraining admixture: ACI 318. and building relationships in any dimension,debris,waste,frozen materials,vegetation,or other F.Chemical admixtures: ASTM C494,water reducing. All concrete,except This drawing Is the property of Timber Tech deleterious matter. footings,shall contain a water reducing admixture. No admixtures Engineering,Inc.and reproduction,alteration B.Unsatisfactory soil: ASTM D2487 unified soil classification groups GC, containing calcium chloride are permitted. All other additives shall or use of this drawing without the written consent of Timber Tech Engineering,Inc.Is SC,ML,MH,CL,CH,OL,OH,and PT. not be used without prior approval of the structural engineer. prohibited.Drawings shall not be scaled to C.Backfill and fill: satisfactory soil materials. G.Vapor retarder: Clear 8-mil thick polyethylene. obtain dimensions. The contractors and 3.Execution 3.Proportion normal-weight 145 concrete mixes to provide the following builders Involved on this project shall verify al P 9 ( Pcfl P 9 dimensions and conditions before starting A.Footings have been designed for an assumed allowable Ioadbearing pressure of properties: ork and any discrepancy shall be reported tc 2,000 psf.(No increases permitted.) The contractor shall verify this assumption, A.Compressive strength: 3,000 psi at 28 days(unless noted otherwise). the engineer in writing before starting work. and shall immediately notify the structural engineer in writing of any deficiency. B.Slump limit: 4 inches(3 inches for slab-on-grade)at point of placement. B.Place backfill and fill in layers not more than eight inches in loose depth at C.Water-cement ratio: 0.45 maximum at point of placement. optimum moisture content.Compact each layer under footings and slabs to a dry D.Air content: 5 to 7 percent for concrete exposed to freezing and thawing, <�oF NE4y yo density of at least 95 percent of maximum dry density as determined by ASTM 2 to 4 percent elsewhere. SSP Po 9h D1557. 4.Reinforcing steel shall be fabricated,detailed and placed in accordance with C.Bottom of exterior footings shall be a minimum of 36 inches below finished grade, the ACI 318,and shall conform to the following: 4/r ns ' 1 s¢ unless noted otherwise A.Deformed reinforcing bars: ASTM A615/A 615M with a minimum yield strength of 60,000 psi(grade 60). S B.Welded wire fabric(WWF): ASTM A1064,flat sheets,not rolls. � C.Ties/Stirrups: ASTM A615/A615M,grade 40. Structural Steel 5.Concrete work shall be executed according to the following: 1.Connections shall be designed and constructed according to AISC,and shall conform A.Maintain tolerances and surface irregularities within ACI 117 limits of Timothy R.Royer NY Eng.Cert#73963 to the following: class A for concrete exposed to view,and class C for other concrete surfaces. Ex iration Date:03-31-2026 A.Screw Anchors(exterior applications): Use screw anchors of the diameter and Floor slabs shall be screeded,floated and steel troweled to a smooth,dense Contractor: length indicated on the drawings as manufactured by Red Head or approved equal. and plane surface. Country Lane Woodworking Use LDT Stainless Steel bolts,or LDT bolts with EnvireX coating in concrete and B.Accurately position,support,and secure reinforcement. CMU. Fill CMU cells at all bolt locations. 1.Reinforcing bars shall lap 48 bar diameters at splices in concrete 540 Hollander Road B.Connections exposed to weather or high relative humidity shall be hot-dip unless otherwise noted. New Holland,PA 17557 galvanized per ASTM A153/A153M. 2.Provide comer bars to match all continuous reinforcing in concrete PH:(717)351-9250 and masonry. 3.Reinforcing bar hooks shall be ACI standard. 4.WWF shall have ends lapped one full mesh,and shall extend onto supporting walls. rowing Til 5.Chairs,bolsters,bar supports,and spacers shall be sized and shaped Foundation Notes for strengthand support of reinforcement during concrete placement. C.Provide minimum concrete cover on reinforcing bars as follows: 1.Cast against earth...................................................3" 2.Exposed to earth or weather(#5 or smaller)...1 1/2" 3.Exposed to earth or weather(#6 or larger)...........2" 4.Slabs and walls not exposed................................3/4" D.The contractor shall be responsible for stability and integrity of all excavations Project: and existing structures. 20'Vinyl Octagon Gazebo for Joe Burrascano 2120 North Sea Drive Southold,NY 11971 Revisions: Date: B. Drawing Number. Page:F2 Engineered By.T.Ro er I W Date:4/25123 Draft By K.Salver certled Date:4126123