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HomeMy WebLinkAbout48112-Z 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#: 48112 Date: 7/26/2022 Permission is hereby granted to: Skim, Melissa . _...__.......� ........ .. ........ 1010 August Ln� ..M ... www ...... ..___ w..._w...._.... .wwwwww__ Greenvort, NY 11944 To: construct accessory carport as applied for per ZBA approval. At premises located at: 340 Glenwood Rd.,gCutchocgue SCTM # 473889 Sec/Block/Lot# 110.-6-5� Pursuant to application dated 6/28/2022 and approved by the Building Inspector. To expire on 1/25/2024. Fees: ACCESSORY $259.20 CO-ACCESSORY BUILDING $50.00 Total: $309.20 Buin actor DocuSign Ern.,�lope ID:588869FF-72A3-4522-9494-DFADFB253BFC nLF�- — , TOWN OF SOUTHOLD BUILDING DEPARTMENT 9��' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11(i 1- 959jIV 2 8 2022 Telephone 631 765-1802 Fax 631 765-9502 httMs:/Ay . outht`tlel o� Date Re` OF SOUTH ' APPLICATION FOR BUILDING PERMIT For Office Use Only Alii 10�p PERMIT NO. -� Building Inspector; _. . �' ..._w. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. PPRODate: 12/15/2020 OWNER(S)OF PROPERTY: Name: John Spiro SCTM#1000- 110.00-06.00-005.000 Physical Address: 340 Glenwood Road, Cutchogue, NY 11935 Phone#: (914) 907-9918 Email: spiroj@gmail .com Mailing Address: 340 Glenwood Road, Cutchogue, NY 11935 CONTACT PERSON: Name: f Mailing Address: 7470 Sound Avenue Matti tuck, NY 11952 631-861-5923 (031 '� �Cjd Email cl/�:..,e_ Phone#: b - 3 air _���fz�C eaSyS • tom,, I DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address Phone#: Email: CONTRACTOR INFORMATION: Name: Element Energy LLC Mailing Address: 7470 Sound Avenue Matti tuck, NY 11952 Phone#: 631-779-7993 Email:Patri ci a.gi bson@e2sys.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 10,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 DocuSign Eryelope ID: 588869FF-72A3-4522-9494-DFAD FB253BFC PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Residence Carport Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check o er 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. Application Submitted By(print name): I�qh rf OCd`C2�'l ❑Authorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF ) DG h u:f� Q�g�rL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent/Contractor (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 day of 20 44—/ e.,� 61-; Notary Public PATRICIA A MAY NOTARY PUBLIC-STATE OF NEW YO EOWNER No. 01 MA4676634 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires March 30, 20 ?,P- 1, ,PI .John Spiro residing at 340 Glenwood Road, Cutchogue, NY 11935 do hereby authorize Patricia Gibson Element Energy LLC to apply on nii pehsglfSq,the Town of Southold Building Department for approval as described herein. 12/15/2020 rusz �as Signature Date John Spiro Print Owner's Name 2 BOARD MEMBERS s Southold Town Hall Leslie Kanes Weisman,Chairperson �� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora � Eric Dantes Office Location: � Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento , Southold,NY 11971 ( \`I http://southoldtownny.gov RECEIVED . �cA ZONING BOARD OF APPEALS a-4LLA4fe S�3BfLAA OCT 2 6 201 12 r TOWN OFSOUTHOLD ttttu Tel.(631)765-1809•Fax(631)765-9064 luthold FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 21,2021 ZBA FILE: 7560 NAME OF APPLICANT: John Spiro PROPERTY LOCATION: 340 Glenwood Road, Cutchogue,NY SCTM No. 1000-110-6-5 SFe_Q8ADETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type R category of the State's List of Actions, without further steps under SEQRA. SIXFO�LK COUN`7Y ADMINI'STRATI E CCQ1 �: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY_ ",t?�.0$.D SCRII'TIO : The subject property is a 26,149 sq. ft. parcel located in an R-40 Zoning District. The property has 119.00 feet of road frontage along Glenwood Road,then turns south for 223.77 feet to the rear property line where it turns west for 119.05 feet, before returning 216.05 feet north to Glenwood Road. The property is improved with a two-story frame house with an attached deck, and a shed as shown on survey prepared by John C.Ehlers,L.S., last revised October 31,2014. The house is set back towards the rear of the property with the majority of the property being front yard. BAMS OF APff.,J IA JON: Request for a Variance from Article III, Section 280-15; and the Building Inspector's July 28, 2021 Notice of Disapproval based on an application for a permit to construct an accessory carport; at; 1) located in other than the code permitted rear yard;located at:340 Glenwood Road,Cutchogue,NY. SCTM No. 1000- 110-6-5. RELIEF REQUESTED: The applicant requests a variance to construct an accessory solar carport in the front yard, where accessory buildings are required to be placed in the rear yard. ADDITIONAL INFORMATION: As per testimony from the owner,the existing power pole, and overhead line is being removed and the power is being run underground to the house. The property was created by a waiver of merger #4540 dated April 30, 1998. When the property was un-merged,the existing residence was already existing on the lot,and has been subsequently improved under a variety of building permits,including ZBA#6636(April 18,2013) which granted relief for a 6 foot rear yard setback for a deck addition and shed in the side yard because the waiver of merger located the dwelling very close to what became the rear property line of the subject developed lot Page 2,October 21,2021 #7560,Spiro SCTM No. 1000-110-6-5 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 7,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b i I . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is heavily wooded,and the structure being proposed complies to all setback requirements for an accessory structure with the exception of the front yard placement. Additionally,the proposed carport location will not be seen from the street and from adjacent properties because of existing trees and other natural vegetation on the property. Therefore,the granting of this variance will not produce an undesirable change in the character of the neighborhood. 2. Town Law 267-b 3 b 2 The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the existing residence being located only six feet from the rear property line,permitted by prior waiver of merger and variance relief from the Board of Appeals,and there is an as built shed in the non-conforming side yard that was also permitted by prior variance relief, (see additional information)the only possible place for a carport would be the front yard. 3. Town Law 267-b . The variance granted herein is mathematically substantial,representing 100%relief from the code. However,the proposed structure conforms to all the other setback and lot coverage requirements, is a small open roofed over structure with minimal mass,will not be seen from the street and is proposed to be carefully placed in the only open,non-vegetated sunny area of the front yard to permit the use of solar panels on the carport roof 4. Town Law 267-b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law 267-b b . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory carport fitted with solar panels while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. R SOS ML0 Q[T 13C _..._:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the site plan and architectural plans (Sheets PV-1 thru PV-4) prepared by Luigi Sciandra,Professional Engineer, dated January 26,2021. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation rom the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or dennolitions, are not authorized under this application when involving Page 3,October 21,2021 #7560,Spiro SCTM No. 1000-110-6-5 nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(8)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dante,and Planamento,Acampora and Lehnert. This Resolution was duly adopted(5-0). Leslie lanes Weisman, Chairperson Approved for filing GJ/25 /2021 _f�O workers'Compensation CERTIFICATE OF INSURANCE COVERAGE sriaxr Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured ELEMENT ENERGY LLC 7470 SOUND AVE MATTITUCK, NY 11952 1 c. 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,i.e., Wrap-Up Policy) 823336604 ...... ............................ 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 Town of Southold 54375 Main Rd 3b. Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 DBL567527 3c. Policy effective period 01/01/2021 to 12/31/2022 4. Policy provides the following benefits: X❑ A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: X❑ 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 penny cif perjuryj certify that'l am an authorized representative or licensed agent of the insurance corner referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/15/2021 By _..mmmmmm wwwwwwwwwµM..._ .__. w.............. (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat insurance car ..M...�.� ... ilei) .................. ._................__. ..�... ........ _.�mM__ -...__............__.w. Chief Executive Officer Telephone Number 516-829-8100 Name and Title R Chard White.�wwww______.__. c _wwwwwwwwww_. 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 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 Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed BY (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III 11111111111111111111111111111111111111111111111 DB 120. 1 (10-17) ACS CERTIFICATE OF LIABILITY INSURANCE DATE(MM7/15 021 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(ies)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 ri hts to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT � .A,. �. NAME ROBERT S. FEDE INSURANCE AGENCY PHONE ...63t 385 17"611 [FAX ....'631 385 1766. 23 GREEN STREET,SUITE 102 E 4AIL HUNTINGTON, NY 11743 A4DR s - -_ . _.w_ ............... INSURER(S AFFORDING COVERAGE NAIC# ROBERTS.FERE INSURANCE ATI_ANTIC'CA' IJAL'TY°II�S:..CO ... U ' INSURER A: INSURED INSURER B:S1AT`I=1N�t11�NOE�I�N.C�, ...... ... ........... ....... .......... .... '� 9 Element Energy LLC INSURER C:.SH]EC'TER."P'O"INT'POINT "P434'- ... __e.. INSURER " ELEMENT ENERGY SYSTEMS _ .F... ..,. m.....D 7470 SOUND AVENUE INSURER E: MATTITUCK, NY 11952 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. YAR �. � .... A"bbL VAifl........... ...w...r�t�""I�v 90" ,i5i5"ilry Ears I LTR LIMITS OF INSURANCE POLICY NUMBER I IXYYX MI COMMERCIAL GENERAL LIABILITY � $ ., 00� X ICL00275204 7/14/2021 7/14/2022 ..... CLAIMS-MADEX' occuR 100,000 A 9%omprmml PED EXP(Any one person) $$ 3000000 _. ._ ...... ,...�.. �IMA389203 GEN'L AGGREGATE LIMIT APPLIES PER: y G 7/14/2021 7/14/2022 ER NAL AD I ENERAL AGGREGAT. ....�..w..,... ., �.�"._ ....._...,. E ., POLICY PRO. 1 w . .,. ... ,., ,... .m.,,. pECT IOC. RODUCTS-COMP/OP AGG $ 30000'' OTHER, $ AUTOMOBILE LIABILITY J MB&NFLk S&hdC'r.0OMIT $ ANY AUTO BODILY INJURY(Per person) 1$ ,...,.,.,.. . .... ..... ,.. ..-..-..- .... OWNED SCHEDULED i BODILYINJURY(Peraccident) $ . .... AUTOS ONLY ._.... AUTOS a,_ ......... ......... HIRED NON-OWNED PRO0L&47Y OAMAC`E $. . AUTOS ONLY AUTOS ONLY „(('.e+. )"J.ep...... ....... .. $ UMBRELLA LIAR OCCUR „EACH OCCURRENCE $ EXCESS LIAB .......' - CLAIMSMADE AGGREGAT,.. ..... . ....... ...... ..... ........... ....,..'wwwww 4 E ...... ... ...,,. ... ... ..... .... DED RETENTION$ $ WORKERS COMPENSATION ANMD EMPLPROPOYERS'LI BILITYF>CECUTIVE Y/N 7/13/2021 7/13/20221 E..L EACH ACCIDENT SRH I 124494445 X �T�TPTF B OFFICER/MEMBER EXCLUDED? X N/A """"" """""" "' I "" "" °��Q $ 1 I DESCRIPTION OF OPERATIONS below E.L DISEASE POLICY LIMIT $ � � If yes,describe under NY State DBL DBL567527 1/01/2021 1/01/2022 Statutory DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY11971 AUTHORIZED �REPRESEN^TAATIIVE /�( be4 1.RES. FGdx, ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSE New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^^^^ 823336604 M ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 9 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD 7470 SOUND AVENUE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 706281 07/13/2021 TO 07/13/2022 7/15/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 444-5, 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.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 438572026 I SURVEY OF PROPERTY 51TUATE: FLEET'S NECK AT OUTCHOGUE TOWN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED JAN.30,2013 REVISED FEB.13,2013 SUFFOLK COUNTY TAX# 1000-110-6-5 CERTIFIED TO:AMANDA j E.SP IR JPIRO OHNO ME MSA A.SPI RO _ N oGD _.._N57g37+owo' r I P Z a ~ 1000 AXtOpT6 W q L7 r �» 9 -s tx 1 G�3tL.r.A1FH FF=35.6' C.,31 ' MAPA =0 L'V'ERL;rREEN ._-- Rlve Ky'� 5TONE D r DIA. o T MAPLE 'S -.-313 GP r.-r 92' tb Sa CL C" "b .'p._�'�y TREE � AU fih.S� GOTlAGE b b G 2 STORY „� _....__._.._.....,_.. EL=3o.9' 2ps' ;, FRAME H0U5E 9' __R_03', S. �!.'A47✓,.faE." GP . U; _ I DIA 2b.k' EL'-31 q' 1184E IP4E O 2,DIA. U) r C9a pAK OAK Land now<' f rmerly , " 2 axrc>f=p{:AK M o Amo iro �Cn ir0p"pE EASE M i a A, fro of ems'=3 E w 3 Qb 7 C4 3 O 3 j�f NE NOTES: C4 a MONUMENT FOUND �, ,, .. C2• i AREA'FAX LOT 90.5=26,14-1 5.F.OR 0.6003 Acres 11aw W PROPERTY ZONE R-40 ELEVATIONS REFERENCE AN ASSUMED DATUM GRAPHIC 5GALE 1"= 30' LuIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court- Smithtown, NY 11787-3011 - (631)543-2953 fax(631)543-1526 E-mail: Ics4d@aol.com Thursday, June 23, 2022 Element Energy Systems 7470 Sound Avenue (C' Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal BU�:� MNG TMNN)OF SOJTHO� D Re- Carnort.for Spiro Re§J ence 340 Glenwood Rogq,Cutcho e, New York 11936 Dear Mr. Lawton, Pursuant to your request, I have reviewed the following information regarding the subject carport: Cover Sheet with Site VisitNerification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed carport. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed to the solar carport and offer the following comments. The existing roof types are as follows: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. Roof Design Load: 20 lbs/sq. ft. Roof structure: 2"x8" at 16" on center Douglas Fir rafters, (3) 1 3/"x14" Microlam LVL treated to support the rafters at each end, (6) 6"x6" ACQ posts at 160" on center, Posts are provided with post base and column cap at each post. 24"x24"xF, 36" deep concrete footings, Concrete compressive strength: 3000 psi Concrete must be 5-7% air entrained. Concrete footings are provided under each concrete pier. The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for this structure utilizing the above design loads, indicates that the roof and the carport structure will be structurally suitable to support the design loads, if installed correctly. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that the carport meets the design requirements. This evaluation is in conformance with the 2020 Residential Code of New York State, SEI/ASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, Luigi Claudio Sciandra, P. E. sc l"I p , AF 2 ms r C/ /E COILAri in Caps t`r56��itsn Crkp! psP(,vicDf s tierruj C,(yPtnrst tiGrri tier r.CJl�srt�Yti V_'rr grtt c rarnkairr slic,rs; f � ,r919 rNa'� 14° ' C(xatt 4,C Csr C C Ci r k C( 30, 6 C G 16 Y'C C,art, p l,C;c}Ft, i , ce (-:-(,,G03,,!,4 G(,64, I C,C;fi.i,1:C,CfrE3°ILC C0.7a/n / gai.xge; 2�/1 sIV tarYtr s t acgr Vu°hcifts) 0 Fin0 ah , 6r11) carr •',hoia y l it clray prtairrt SotiIH parodl.r t; 3" 0 ol.)3 41 I d(YC, i ainlrs ., te,r,V w black owwde ¢ay�t; ( ) �wrP�l /��oat�ara� �%� Um"M afra Civieari r� hcreoCrsr�e esra da'oltrFa6O�Irataa d L C1eP holer,shall Vita a �rlrtirncrrct of'Xu"Ota a uruaxlrtn.aere eaf/��" t p " l r`w "fl Gam/ l ante a thin thr R��gOa c@i,srrocatcr Qpncar 2015 C�°C.Y� , weir Roc r7 'P?„1,3.2) ° t ;l rrla �} '�" t"iCaY1r`SK3r 4 nfylllr,Ytai`s;ok woo( 8(h.EffD ALM)rS fOr 4,fann8C'.iwI3 "°"r � �` ".� " �`�"�" CC t tga;at ore uacat thr`ea+_¢fah the wide facen Optlorm L~ " I/n `.Ptrdafa;t may Rso rtatratraet 90"where V/y9 W2 Qsrie�Pr.a�fiaitican) a4rf(j for(,'C, 1/4 G, ,. atr pecan dial nio,[errn env rs:a pgh•rxut:kirnhr>r sizos,r)r,nvi t(.,., ''g ttperu Pr�,pt.rtrr An optioroaf W„r Orronension rneay r)€i ,pa tonic, w ya (I'llo W, dir ne n„,dears on tsrreap si rotated 90'is limited, by ft),wi'dlmonsion) ECCU C r,l)f6 (X.,C) Golurrin capes only Qno trap w)unay be ordered ECC44 (ECCU44 has only for fu4lsf=an.4dii Ir)teff pipe or(atll6r ccli.ai rir1s,CaC 0/EC C0 2 bolts to beam,) (0!Pwte rY lr n;am the�.erne;as C(,A:CCs,tlt drd May designer, � i f0k.11i uy un c Aa'1ies ! be,rca ; rn ton ne c ttrs, Unw t�gra t bie.6+tar9'so 0Moment k� raraar& oaacr i6-;atrar rl�r� or Yhbra�}c„�r eak� at r`Cd f �,raal � �lo-back Codes Sec,-y pa,.i`I Irar Godo,Reference Koy GP'a0 ci :r 0 U 0 0 C G C) 0 r; wig �iiirm”� �uq N'r"n ((a GW 0 CCO ECCO E 1a/,” b 0 unless 0 otherwise p" f` Nspecified a y , Z p"� 0 0 I4 Straps//O�xflfy � " Optional GG with Rotated 90° Optional ECC with Straps Rotated 90" Specify , post-to-beam m s r^C connectionsi CCOB p rrea �lJl%'�irai t i alwe l��tii Cd u rn n (. 4 Ilr,' 1,rar Nrr, mi,luP;ruowiirh nddk,nrm1 rcro?vnr rr'W^r`P'rnn fvrr'rroiir, rf✓mr1':rVi, v.•HY1.Y,4 Dimensions(In.) Bolts Allowable Loads(OF/SP) CL N para4s0 Beam .._ L Beam CG ECC ECCU Cade CCO/ECCO Widt015. (in.) WI W2 EGCU iiu size' CC ECC JECCU Post Uplift Down 1 Down Uplift porn Ref, Madel Legs)(Na Legs} r CC FCC (16d) (104) (100) (160) (100) � N 14w 4, 41 d' 4./'x r e f 4 " I 16 W0 li 63� 1`'i C3�l� f4v .r U4 IS 31� 3°/H 1 rr., 1 yvr, h1' 1 61121 Me !� 4 6 ' a 2 3,150 21,485 10,140 3,150 � W,740 ECd,d 9 4/ if m 1' °w✓ , 5 .4ara 8 i�ifY 7,61x0 CCO4 ECC04 1; r f¢r l4 lx' 6 4 ✓4 2 2 2 1 aR�wR3 19 620 1 _ . �"lz .a 6�46i �3"/a 33/n 94� 11 8112 Wla 64/2 6/e 4 2 4 2 5364 24,065 12 030 3 530 U2 0.3111 � CG04/6 ������/ ;C.,4tD 3°% 3% 1w/w II 8'/z 9 I Cr/x 4 2 4 " 3,534 � 7.4,Q6S 14,405 3,530 161,406 ECC04/6 %✓���` N" 0 aw .t,ur 214/ 4 r/3 3i`m 11 R 1/2 ;4 by 6412 n®4 4 2 4 2 4 x 3ru 23,390 �9,845 4,535 � 9,B415, �._ ._., r CC04,62 ��Vl d 4 C rp tr taw2 141a 4% 4VA 11 a 81/2� 33rf2 84/2 1/e 4 2 4 q� 2 4,5 5 30,070 12 655 4 535 12,655 62 Q 4,62 ou, 0 44/a 4a/� rwri� 11 84/r 3"/2 8Ya 9/e 4 2 7 4 3 3{7 J4d 15,474 4,53 15,474 . E 4. 6 6,Ga 114.4 51/- 54/4 3% 13 972 1041 8 3/4 4 2 4 2 6 300 M635 11.210 6,300 11,210 w ... _., CCC5114 814 0 5/n 51/4 5vla 13 94/f 1RYa 8 34 4 2 4� 2 6564 28,190 7,615 6,540 17,615 C051/4 ,... FC 6,d y 0/4 8 � 3314 s r/a /@Ja 13 91/2 101/2 8 Y4 4 2 4 2 6,645 35,235 24,025 16,645 24,025 r'cul4 °ww/a 54/ 21/2 14/4,. 1,1, 7112 1,' @ 16 M. �pp 4 � 2 �4 2 51 i 28,,985 l 92'03o 5'515 ��12,030CC06 G v r �¢ f o V 4 m,� 3_„ , ,i'qu a r r 5 LCC06 4Vi�*s. 51 61 V°,l , o 1/ 611z ! 45 36,754 18,90v �,.�„y4, r' O C yl tr8o l /a ;l✓ 1 11 G 2 6/1 94 4 d ! 2 r tl a 9'7,krV i ?°r,7SIVJ 3 `:`^'15y tl'r/6 f(6w r°ur"P„ o wu wry°' Fear 74'h 1/0 94/a (3 V, 4✓m L 4 l 1 2 5,545 137,83 5 1 7449O 1 24,41w4°� � 24,4cE4 COEr$ � � � ; � i s .,r... w V 4 , ) ._ 330 i 150355 l ING,1 '@llu° C d t 6°l4 5�, 4 lm 13 1�i,,r ,136) 33,454 15,355 6. 6dc"6+ 43^f4 6v 14 lr 3 1L tf4/a 8 /4 4 2 6,7,11 3712ey 24130 790 24,1"314 CC07 a v ru 2 8, 5 _. 67/4 67/4 13 ��.c 1d' '0h 4 615 ECC07 4 2 1,6D?t4 48,265 /9,695 7,d?6 ?9, 1 tC/q 6Y4 €1'!e, 700/a 13 V/x 10th 8 3/4 4 2 4 2 4145 48,265 32,090 7,14;a 32905 � 7.77. .7 m.ae _„ ,. ..., e_ .. - e .. .e_ ... ,- .. . e 14 4,6,14,'k0•�9 % 7414 3'% 13 tCPr/2 813ti/ $ 414 4 2 4 2 k),31.r0 34,730 1d�3irY 9,:360 18,375 UVi(' 6'0/o ry°1a 13 10X° 1044 8 3/4 4 7 4 2 6,825 38,500 28,875 6825 28,875 00071/8 m G 4411/0°���I/R 7�/m '7v/4 13 PSV"Fa 10'/a" 6 'l4 1 2 4 2 7,605 57,750 31v,7r1) 7 OS 36,750 EGCd71t9 4CO3' a}a'r"110 8 7 13 10112 104h 8 3/4 4 2 4 2 7,1/963 52,500 39,375 7,190 39375 r . . ft (,084 1as"a 7112 3"l4 13 10"1e 101h) 8 314 4 2 .....4 2 61,41037,216 16,405 6,410 � 16,405 6 ,6,1961 f"� !""✓2 9°l 1'3 tlB1/2 104/2 S 3/4 4 2 4 �� 6i,EN6Y''n �41,2.5O 257$4 3w, 2fb78o CC06 _, .. ._.... 35 _.. ECCO$ ,° CUB 6 1w,. v, 414 4 4 � 11 5... � .. � rl r,� �� a .�.IJ 101r,�.YOvdr8 2 050 51,565 35155....� � .. �..... ..._. �.., .� .. e, 12 155 ..e. ..� . n CIC94 ct°Ca 87/5 14 13 10%1 104/a8 4d4 4 4 9 2 64,580 47545 � W,905 � 6,°'80 4.4,mk r00+6 t3/a °G'/4 f 1/, I 13 6 fw 10/a $ ,3/4 4 4 4 2 1,4&5 62,156x5 42,655 C,455S § 31,280 2,6 5 CC09 7 r, al a„ v a § ECC09 I, .y4 e� ¢ .... .� CC01f) C6;1 t➢&' row,/4 99/a 1/3 10 R4 Y d�Oh 4 4 1 4 1 71kio a' Y i a 32 65 a 7,16)6) a re",65 r�4 E00010 " t,s4au(r(1 1wyaar:5 P i3uara,6.r4;a4vo to ia,raa,ada4,¢4 Psar aasrRdtu aa^aaec,€ar wor ora dtyla,alanr vwrf:r'u wr fii.ur4d'urar G�tinrw,z,rt ra00t,vrr k O-„rr3aus;c,v✓b'ronea4 e7i.tnt r Ory rvrd9'd ai4dava�vra. DowrIoad a,SFhr➢1 frail rxh4 'C"d wnefe lml 45d by t'Aovdtu0 On Oar<,a40a>4aG 01c post, o%"4apVt[rwrndV"cloy wrali ripp6 y to nrbno Grand 4tons, n, nl OV sr crsn(9Vtpnm WWF Qr;.t afar,ku ke 00 0orl by tNz rda-�,ngrti�r to v awro fer tw.ow wx)Vayayc0 bot,wv'on npll(,,ed urar rrrhrs,Ts 4„y carr�aons(athor tf u)0,("011e no a;"--xp 5,C('Aurrron°la3r.0 we @"e surrred to 6 "'Acyled V n the sarne ver w,,@)g:vk�ne max Ow Vyezq n ra0Jcs 6:G;4.f77 ynoda0.;aa'ssu e"as miruworwt.arrt prat, (i, ,Orrrs,h,ar' cormgarata&,Oraory h"r ryC„;Ow,ornrxp hove a,;ida.ry 4ha6 14laow Otmw[he.w fdc face or Hie c dgr„a;,of fhe Ourrubc+ Ma arm.dr;/va",nOSrs known as o r aarro"',p as ,'VM; a„„or4 Ow,fahk,¢:re,lin4•S inv,4m36raOn ionper th o worse f acr",*, rt°d 1r r>Ihtmuorx f frnaVnh-,1 r,�:>C;6_GAf fi at 4;tfong39u�ix on?4urr Irseua vayr4oaa;tiomP as�rrc,tuOM4 q 6uom no'Igowwr iac'o nst;4VORVons. 7,Howrrn dep H)nwaa�;t 1/,r: a4 O as�t: tu00 os H O, ( 'O and 6 4md"O suis^d d wry a,„ticaa 0(,'okorrin v, OC ach[cvo rnayvnurn OOsd h,,nar3 as rX;a-d FCC, for.:Pr;4 sr'u4o,arnrs wl(vh n6iMl rrvor.h rhn bo,,jr w Weid 4ay earcar,ilgnnr, �• � �NI'Yl I�iN.I'I'�ql{In'ulI wfi s � l MPBZ meet Post Bas (cont.) t.-i >r'.1!"n norlienil'a+,rt Concrete Wood Assembly CVttr�llut al an 1 S ro -D iue°' - AlloI'llwable Leads Allowable Loads'll, I ) Dimensions r/7 Modrl C Rotational p t n0 a Moment M Stiffness Code Column Uplift Lateral F' Moment Na SDS Screws (Pt,-Ib.� InAb./ Ret. U (Downkrad�Download M a .,.. yC'/ n FI Uncrackodr Cracked Uncrackcdl Cracked�Uncl aclsed,Cracked (100) (160) (ft.Ib.) ' rad.) ( � � � � Nan-Reinforced Concrete y -S y A&B R Wind anddSadsmlc DesignCapegsar P9f'(ti441 "A 1l itl6 1 d21,V A,OOC 31379 % 0 ?7a 3"rQ 945 1740 6410 1 y0 1,9GS000 F)d C L la, !/n 300 O dr7F 3 7'0 2 4Pi5(100 F fv4ff�,GEr� f�✓( .�.�,.. >,H15 5fl15 3435 ���U 4aIGl; 2J10.. LA � �' 405 1 f,tiO 1 et� 9 10'1, M(k4dE11 U8 �lw !'A t'!a (36)114'x_+ 1200 v 5,12(0 1%,690 4 60 5,515000 MIAMI/ Seismic Design Uegaa'y C-F °: IfhFE3.14/{ 4Rw '4e 7'/n fi'/a (fu1)ro0a x 7rr� 4,7H5 ;3 15(l 1 535 75 'I 18(1 V3:3P1 G 14f) F.r 41(1520 1'245000 0 "o`n hlfnt aGl b C.,. C l�. 7/R C1G a 2,055 1 615 0 360 10 855 3,7 d0 L 445 000 FL LA h1f'R667 8x6 .. l 711'. t ro v 316 1A 3CJ A w 6,9 pp 4 8lrr 3,4/0 21M 16 170 1'/640 4,500 5 515,000 mei.. ((4b l u7 _,... , �..... s w., m., Reinforced Concrete �, Wind and Selsmlc Design Category A&B [ 750 1 Z25 11 1 X20 !,2r} 6 24[1 0 410 51t1 1 245 000 h4(13447 4K 1l r f l r fe 147 la a l a A„3rJ0 3 320 t 435 2,40b 3/9 .3 9C 5,360 10 O a5 3 I 0 ?405 000 RIC Oxk 7lr l 6,A f% J4 /�° 7-, 5,815 5 31b UF"1. A Qk17'frs 1 Ya t Y+� (3f3)'ib 3"1°” 7,200 5,560 1 4 afi(; � 4,560 15120 � I i Lxr30 4,5[10 5,515,00(1 i41f'R001 �1f t?rltll Selsmlc DaratSe CataDory C-f I4�P€$141 4YA 9. 63, f(1la (07L1 1,,,,"0 (1.740 Li 410 1 ,7(1 1 74000 MI't3t4fi1 Xai "r, t"t, / 1/4' 9,3IrO 1(?Po55 i 7 all 2 405 fi00 f-L,I_ dRl (Oa) / 3 �r0 Li�I(7�i � 4 r,Y� 4 a(r � A A4Nd(i(if Iryd �zhr a l� r lr�v 4 l+ a l"�° r B9 r � S fi15 J1 r 111 1 � 3'#r �. �„ 1 _ 4,3r(nQ 1512(5 j�114r)0 4,ntn(1 5,5150f10 nilcle,I I ucy P iot hs t o r xE¢. I Or r do rr lu? a tlo v a. "boost tYatvuarkwd car b bat Yba:l"ove'd by rdCA xd4 pa M'JunVI aifo't ura the r NR"aalWn tf titr.Aaa_ stallatI;e JJs thf"�faa rut.Mow"'A' a„oa:”me 0k .0 n;AraaH Lw W w,erd ars elydo.nd re vocxaa p rw + 'dor,':On trse the,Co naete L43d`4P"p encu ataed Pen,Code, , n°w "sawtrcs ni.AY nn as re rnnnaia"euunarn r olrrdrsr;4vae Mrp'AgIh M r,�2'afDO l'fr'4 1, q n�tdrhr r Ira meat account rnanith�d tth ,V(A)n oflilhn tMAI aH to �a. caf f e y�IeYC kwwk x ac'r deft yr-0u o of dhn r anrtr,v*Ir,f.i.=lpzrru k) rye"wrn ivi,,a'3a iurni.i4on. 5 dw'da p l ear htnrh„Jrhalwly a}MOP) � or t U7 ier atcjwcl utAtrurnLHH1ca uti .. r y,� air' �d Y � 6- 10 rk w rai aro wvred,UK, Sutji'K"'r r 0913.D'q,qr,+tlo0: ct'Gd ori and t.vvu-farrd' cprjellings kn&ei,i rl c D „r qn Category gory(SDC 0 i r'iav u�.,tw"Wired anal SFX;A&R" Va�lwreartak troch. 7. 1 c t4ndadion cfanwm ions Errs ray ren^nn,agc orvv,O'eaarnrlat:lorn do,art{rrlwe and rci np inerrnnnl)her ir,s finer, 0. Allrrxatato I a,,6r.6'rrld ne UR WhXKJ an4arnkwUy or crx erste kw.awa, hhdl wo'9d 41owrillo frrolnant Ioad I,wldi loved at4a a9a, I,4rt aura,„raxard`crPraarr¢Pry 14 trprn;u'r:r�o�aur 9. 9Frtt IQachtned arzrthla"er'u r ahs in now 48weta one ui allowcUe Icaci rna I be cvafa ed use-.,the follcvving erquallIo (Des.ion Upk(t�Allowable Uplift, u rte q ur'IE t Ninw'wal'ti Nnrn;rl) 0 Alln wnhln Lr,lr*r nl)< I,h P�^C III x* r, lyra,IdA„P.7nWrtdalwwdlAlPcnr�xk,lc 0lraevrt0aynrl) fJntw aNrrtawaa ,Ur r irtnlerrl/ 10, to `R,,rrk,1¢Cly ra4a10,brna9.,0PCtrr s 17y 0.16,R ciur;rinn rimy h o Iln.,arlynllc_rpolwnoi frr ehri ,(ngn let;7,Min ea§' I r p n t,krnNna'u ar SECTION C C&104 40'Pdc rt � JE n °mleint de.Af Iom1ME1 13Z} y� r” kxka v, a�t a w 4 aY P ., 05 uroron r Grvrr.p ( ,.. al Nos IrlZCCla3 pap t llu7 P � 7, 4 "r, a-�rwa (!.,rlaer ,dC" w _ dlanumd c a�aIV, r ,�",. ,. 0/ I nna M11f'Llll « srape,d dear) P u IVC �' � e °ralrrU ��'..... .� (iirl .l �'hndw-rtnrr_rs ,r Waw e „ 64pr"r'Muratfehaor " r _ r, �„„ trnrrrt9rr dC h.rAr1318 typ1 .- ,( I( ...._._ . . ,,,a on Coat” w4ver 4V_. 8;S n 1e 7ApCn8r4.B per A0p"3te AOI ak asrnr grllrr aut uow¢w I" arrrVnavro rwu by plops I nsurrt:dn uvrY pr iBL,V-3015 - j' — fcnlin(r by rlcslpnr r,. ofiw abrtrNrwz wnrr xankxnb tla&arxaaartiw„r;q"A ntlkneroawrn"r� .. I 'titers.( uroYe^,a ounP,^a9 trPprrv�ro4ar MPB88Z Relnforred Concrete Footing d r r.:,idr al( (z�"'and reinlarcejyiernt)lay claarglt(�l S1rrrulard Pulal< • w iN�ll'�rt �l rN r ww 1t rii ! �rl�I r MPBZ rnent Post Base pYo ) sJf onY {rr,rJ°Sirr(,f PvG€yu47 d6 .-w. r t Fqf n-fortivV ni°u! a yl oruYr�afor rar;r'hrno s or Y... 3 .,,.. Fray t„, An iinovohvo r;v€audutapylYrrt WOON,j ada,,wa or eta ris at:V,rta r the lover , 4”min.sldecover 4 min,wdecover t Ori DI vvri6vl)Oe Yarn M 8l ' ' forMP844Z forMPB44Z ff�xF3 vjrl X (uJ f: ME)MPF3 6"orom,uideaover 5 min.slJecauer fC,ryR kw rfr rYrJuor >Pri is Pryr�+r�Y,°to �U7 � �� � �� � for MPB66Z � �.�e too MP8667 f for MP866Zo y ryr.,avrsr 1,4°vi ra 0 tdr e ae E"min.srdecover �� C' min.slrfor MP886Z rogi . o(f l/',r/ r_9J r(�ar rr it w vJ off to(((re 4'e J e ecuy ^ �' f ow j rrat43 gortyrxawrtroiAinWVrrAddii F . r t �rrtrVfy rYrorf ar ,t,¢nfroP vn�66�ithsi , ,, Oki of / 9 ry ZMAXII as;ttu r,E,Uwidarcf BiooKrh W ino,rat e:qrexwrra �"ant�fsPe.r. IrJer� r.r reiy rvlrorrrriarrvr:'f. r yIrt J cover lnlor f,4 top a sea,n rete tortes I"rW..iror04rt0 44k(:, MPB88Z Typical MPES66Z (MPB44Z, MPB667 sirnilur) Non-Reinforced Installation etrPftortYcl'BO V"16 loo,f"srovidnd Ca US Patent Pendintp (n(hors similar) rzPP rch trlttu rrr;gPrrri;,rP 0 'wfwp hr0es rw.,rlotfo-'d for r an �oncrore BagK ....,_.,..,... .. an t,oao'a,krfPB56! .., Pp, MtTf r n Prr6, Y rg Wd°YP vrera Mork ' - . . fq Fu6o�o��pro°�'MAv"r,ryrrP'oJrf U4 �.-__.___. M... ._.....,._ . osl post v" Pr9 rtsoP6°mt9r»un i� a rn�4r " Tz" 5'irrin, I'Mand of. ��r'urrrca'u°^r V .... '�1 * `over(ryp,) e sldr±� 9'stand off C 1 r sp0;aP;r r oG1°til ftia tr)ousseJw, a fyp. O r4rC,ruQ'rt&I�U 60ar8'Y> 1" VP � t v t t� f rru PsoVO Fell�/6Jrsfe)re s ryruo t°s46o �_ �� r y v 7!;* p F vruf fovr010 o4 oa car _ U Fri rrt r"Q� kaV (PY®g rxRrcohvv rftrYrerrYt _� ��) � r4.f iareUvo hraysYr'Cd jconcreteete aafpor It YYru P iyrOcPa, rawn+r s ..0 9 g „, Fry¢&wra c Clo3GS,.l Footing I d yr,t;rfnt on 6aJx,, I'oaMwwoJ ly ) unless ±nod ana 1r F I unless .,dosilgIner n. ntad t t w F .,W aped C� q tFr k r etta4rpwwwe Gancrute cover per ACI 9t6 ! nnrreir. 0 urde,wo ao Per It atlaerwise poi-ACI-318 aUVry a.eJtiaYa r " �Pr,llrspp u4tyrrUt f)riv rF3 l VZV t,Fr olv 4:r'yrpp'ta,¢,YrsV"wxow"i, nose ai ACd 31H Ly d o !o ierwi,e vv[w 0i ark �oaplAied whit ftje anle5s naief oRhcrw{�a a MP H14 0 ay°f sb n'(,sws vvuq riot SECTION A SECTION B ro fdf iVle.°°YtIC=,„'0i lP u7.VP Y'V&; CYE.'-Rev.��i ff 9!. extenclen at fie,hook S 041054"nat too t4d�fu C�f ( r rya P e P r Oe°r otY Ir 64 tttaa tl$ ( ;1ear 4roin MP6L)k'i hor,minAl ., r °ud ue P MIST t 4 horizontal P r6 P1azP z XY r a cu'/a u6aczttaa L6` ( ;dear ,` , ,µ lis r tstrujie And At tip, .n t rkp f"d ,,,, w R6Oeti `v w ifeq dt"'o t KI(,r to alU¢yvu fa7P oK4ahook v v 5n r85 extension v ; z �41sa�aon6 from 9 Yn from ,,, Ah zed tins) Annu;4 1Y q'ic io rap(.earn,(tor:,,; MPBZ! 6 MP6Z a , �m ° � ....... � (bp 04 mrrtiexf " v rr VrY txrutr prrc>a y:z e6u t600rt) rntiera14 y° w F° h 9Pro%rmo tPu�.wood,f4�a.taf or¢aYuar�o oaks per � f e )on€s.. e f G � (;mrr,rUri rctta �dtl 41f �.„ ^�, „un center irs V rP16 ie, rv1 err rA"pas c9erf r rr.�aapurvrr n..� % q t 6lt J hook r .. n,°��q� °J Concrete ACI ern cd ouRfvror ovaCerl naiad t i Dave(nor e f .t cavort fin, 6h t co y a rlo.a rpo8i(.(ti JArrryaortiarrta r "xllt.a t r0 yu v v f°oaero a oft vK r M Rt6(ted B ° ogrtlr rt.6.° v hcrv' Iris Hated a&tlw°zlmr' i'(wtir q by 00,.4rrrnuathorwise akPzrrw�eurre, G a¢otYsor ft rvn^pit r°a;r� hr,�wfsn Qodes ae'�o'Il`a 11 trio l oda MPR44Z MPR66Z &9r>Qrt,¢raYo°.=ha,y t=",!iarl Reinforced Concrete:Footing 116nforced Corocuete Footing Foobig(:,izr;and reinforcement)by designer. Footing(size and r6nforc;ernent)by dosigne.r. Standard hook geometry in acec)rdc--ince Standard hook gr"eorrretry in accordarrro with ACI 318 Unless noted otherwiso with ACI 318 noted off torwise. These;rcinfo(ced MPB7 details are available,car)strongtie.com/mpbz. + �r est.11 IM Se�srrk,, and 1--Iurrlicane Ties (cont.) C:rot•. Y Nm, an n,awv5OAAoa with u G Wimsof 4 CSF nnw,nlolc-d Yvtvny t h¢ e lura RI¢( a Mr ftlPovexl 6r.r It1�,1stp6ntle,;n lnru r(I,>rr.F r,r rrir r,on6<:rnia;trardr ,.r,v p�.Y 1. "x f&a.Cs.r rprrv, ,s„p 3i 1 .rs wlth Strong I.;)nvwl `vf.)t.:nrrnat.Ocxr � ra vv, See Ply),348-3&1 Per aro rr rform@tiorr. 1 Wieners(in.) DF/SP Allowable Loads 1 Uplift with � SPF/HF Allowable Loads Uplift with MON ).. _ 0131"x 11/2 D.131"x 1'/2' Code N(5, (4e 6a To To Uplift Lateral(160) Valls Uplift ! Lateral(160) Nails Ref. 1 Raftars/Rus,,, Hates Studs . .. .(1660)0) (16 (160)F, Fa Fa � Fz � ( 0) 160) M 8 `d63 0,Y°0K.>'r/a 480 510 190 455 425 440 465 170 WC,FI_ I A 11/ 3 fy 0, 31 sr° a a4 A (5y f4I'3Oa0' dl(1,1itx1 (5 (3131x1 2s .d'l � �.• ✓fila 121) 55 B R.,LA n ) "r)C 43d u 1 47 t2y 0', 31 x 1 bi (5)0131 x 11h 400 1"317 '� 0 346 130 55 345 _ ,�x 40 ,r 61TA4�, . 14 .�,� ,e...... _.. ,.... ....._�. ,.._.w, .�,m ..... ,. �i 5 P97 rrA d; try(),1 P x Vl (Sy CY,1:3t x 2'/2 110 1,10 110 110 BC FL,LA 492 rASS 13 (5y0,131x21 (°517131 x2 440 75 YD 385 380 75 70 310 (5) x 2'p (`u)0,V:I x 2 �° 1:3ro � 14rr 12> � 145 � N �rrY D111 m.. .,.m..e �..�, a, , .. . . ,wm.,. „.., r_,..., m... ,w. _. ._. .,.. IBC.FL,LA iMe" P,Q IS (4)0131 x 2'fi�d4y 6,454 x S'r✓x 400 "10 � 1l6 � 365 180 145 200 „m 5L U9t 6 (8)0131 x 2'/a 1 23C 1 065 7.V JL P l 6 ! ;;iii mic and Irndptg'r1t� 1�X,rrtrl ipra iIIJII'liC't)W 1(6.18 pJrr.Mdf, ",r f;yR)$1$ ivr, - 112.b'F,i I;;t and I f6 tie,,3 are shipped in equ,.A quantifies,of right 4.daNtPra.r,'d�r,;yrr d r;uavrgrsit f.,00;>lrtadksr 'and tlrr,v rll of thre and left versi(..) ,(right ve(sion,shown). to wind nnrrl dcrrcr-s;. P•ft.drricar~Ie ties;do nc9t rrrplVauo scrliC:k ksfCzcpdrog. Mofraink dot,+ioLliea - When installirutl tient earn plated tw ses(on td'res side e ppcf`;;ite than Finisly r,oiva ol�mct I i d ,f'f ':"1-17Z and 1,11'17 MAX'r„oakrig truss plap.cr)do rot fade rr thl'Oragh th(,'frurtr,elate!from bohind: Gornrt rrvr cdr,V,,rlvaikit)in in stri9rfnss sWN nr °MAX gcr n This can fX mc,tFia truss plato off(A the truss and ccrrnp"trornisr,> (--rovro,,, n inforna roan,Irtpf 12--Iw of,mil strongftvr„r.X"m, t«.es"s perfunilance: drw^*Wafh'cev! - H f OA r:rp'..rfiorol naiiin i to cormect siva,ar bluckinpgo t.u,te 0.131 x 2 Xlz' Plc 4s,Sluts ailC7w maximurn'flf.ACl b0fldilfg sap k)a f.)t.G:hY Of 612, use k tlIf:7A sloped ioads(or,f dd peril insialla(ion. 4eou rP,vnr 6n's(""in hn InM,� ind w1fih fl n gr„faf-,i4)9 lnwadrd Cordes;See p.11 for Code Rsfera-sruce Key C;;hiffirt or mit:lM1Fard w• qtr�,. � � , � o r 4 f ' ��„ H2.5A ,. � H m7rg«•f f ly` (1.12,5ASS similar) H 2.5T TSP HI ���"� HA OFtT FSO P/frim ifo (HPASS,vrrrlrl".rr') "{ 1b/w 1V a Xf"fe' TyU T,rB a, u Pi LD 0 H1 OA i f ta�X 115/ tyXir° ` d iaunit rG�/ � wG p' r � k 6Y j d Hg � (Ii)OFlSS similar) ecf H6 H7Z H10 wy ICdr�a` kion ! Y f)e. 0.F'n o a �w �k : ki. �i •fw' - C9rc r�`�/fN NoplW,vpr� `k, 1 tJpA � .off A. � • n�X r s ,_ �., Profile oda�nr�" m y.i w M1 dA-2 H10AR �.�., ,.. H11 Z s . g H14 • • «u w rt�i�lt"t�p � lil II' H/TSP �Cia, "=i—�1 Seismic and Hurricane Ties (cont.) H1 Installation 1-12A Installation TSP Installation H2.5A Installation H2,5T Installation (l t1: 1,7Wolil r) (nails into both (nails into both top p/aln's) lop p/a/f s) w ^ H6 Stud to Tap Plate a H3 Installation Installation H6 Stud to HUT Installation (nails into upper top plate) Rim Board Installation 11�e�ntinnrr,ru of lwrr t)111'x 2/ oftik MIF Olp nr trijvit a 1�ro0,131'x 21W nalltlrtauluras H8 Attaching H8 attaching Stud to Sill w Rafter to Double ((4)0,131"x 2%"nails into plate, E10iIt0.i31 u2!=n� Top Plates (5)0,131"x 2%'nails Into stud, �.. Hall,lydo studs. roles to footnote 3 for loads) 6 c H8 attaching I-Joist H7Z Installation to Double Top Plates a I � aap LY unmummwwe burnw 1f a 6 pfll a e Ital n .�..,.. I m rails for for lalaterall or lateral g� madsonly, Plate t pads only. w um F110A Field-Bent H10A 0 1-11 0S Installation HI OS Installation U Installation Installation with Stud Offset I i I OA f'ptio i it riailinfl[onnrtt is shn#r 171ockjnl,j to ���^°°;;gg r attr r, thio 0 1 31 x '4 n all Slut allows rrlaxil l ium [`„k ¢% flt)Li ksi;lt(linrt rite!cr a pitch of 61/12,a iu lG%of thr; m4mu ra m I Iblo uphtl (rand; head cnl®link only, Pa0w.m� a°� xar¢urere M. VA a rr� ww w a w 0,131`x 2%'nails 0,131'x !',Ads to header, Po plates.f III arra at �,�* ---RII all titres trlangla 2; luec holes to 11 14 ^"' hplo,to straightened bottom tlango. WrGln fla 1gc. gr% H14 Installation to 1-1141nstallation 5COFIE Off wop\r\ EGI< �AETINIG BY 'L VEIT Ell- ... �ril \��\\\ 5112-12� \\\ 5HEETINDEX 01 \\\��� 5_'0115 FV_i COVffK Ev 2 5-1 PLAN fF_l V' _: 43 SCTARKLICZNPEAL"VDATTIOALNS t SECTIONS %eiol "S 5�>3 �\ \ \ \\\\\ _ -- vE &ILwL d O,ma'av \ \\\ _..— GOVERNING CODES Cutchogue ' Rd, 2 \\��\ 020'Zt!SI,_DffNT1AL COPE Of NEW r-UPIK_TATE. OR ------- IN I 1A If - 1935 \ \\ ou-R coR 2 2 F RE COCE OF N ,YORK 5TAJ1 ff, k \\° C) A50CE 7-1 G All NDEFZ%,RTD1_1_A50KA-DR E5{i Q STANDARD5 \� \ \ OSHA 29 CFR:9'C C6 'mom North Fork Country Club \\\ \� s \\ GENERAL NOTES � � \\ � \� \\\ c _. .�; --_ I.CONTKACTOK SHALL O-ECK ANE�VFFZI,-ALL CONDITIONSf\ _._ ._ AT Thff 5I_t"RIOP. OP TO 5TANT NO TO WORK AND SHALL �- \ A \\; \ _ +� ,>`.'.y,,F EAMIL APiZE�11M�FLF W'Tt-T�ff INT ED-Of Pmt5lf PLANS AND ± \� \ \\! . I MAKE WORK AGIEF�THE SAME. 2.CONTRACTOR OF OWNER SHALL 05TAIN AL_RfQL,_ _ \\ �,. o- 1FHff0 \-- .APPROVAL✓,PEKN41T5.CERUICATE5 Of OCCUFANCY, \� INSPECTION A-KOVALS,ETC.,FOR WORK PERFORMED FROM & WOMEN K ID, N-P ft p � � �. \\., AC I G UP\15[)ICT1ON IF REQU', 51HAV,\ \ -- -\ .a,. „ \ �r ,�3.ALLWOKIIN SHALL CONFORNi TO CONSTRUCTION CODE AND OLE ALL RULES AND REGULATIONS OF T HE KL51`0\5 JURISDICTION. \ \ --- \\�\L_ \\\\\ \ N=.._ IN THE COURSE OF CONSTRUCTION A CONDITION EM575 \\ \\\ \\ -.,' � JLOCATION CLi Er5AGREE5 WITH Ti'�A-i AS*N[;!CAT!_-r,ON TrE5 FLANS,THE CON',PACTOR 5HALL 5- IW 1 OF OPK AND NOTir' \PROECT TE ENGINEER.5TOLLLD HE FAIL TO THIS FFEQC`_DURt_ AND CONT INUt WITH THE-*OFK.'E 51HALI A55UME ALL Rf5PON51511 TYAND�A13U7m.Y THERE110 5�Ail 5TFLC-I-'PAL STEEL SHALL BEA AND SHALL 5E N 5. T �A[5!EOATEO AN _5_A__- D!ND A "LA�TE5 A.i.5.0 0. SPEC[FCA'OON5. At LEILECTRICAI WORK 5-iALL5ff 00 RD OF FIRE 0 LMDERW-11T'EKS APPROVED AND INIACCORDANCE 04TH N.E.C, NY5CODES-KFGUILATION5 W270`c-a E IT 7,ANY DEVIATION FIFOM THESE THE WRITTEN C HE ffNGINE 240 ON,5r!N-Of T ER NEGATE THE ENGINCER5 120' cffKT i lFiCA-[ON OF TH`SE PLANS. 210` v 150' f 8.THESE DR.MAVING5.A5 N5TRUCrACNT5 OF 5ff��ViCff ARE HE' 180' ANDS11AL-PEMAINT T�KC!'ERTYOFTHEENGINIfER THE FF SECT FOR'AIHICH, s D RPO T HEI ARF NOT TO DE J5EL ON ANY OTmtP PR E -OP ffXTFN51NON5 TO_H15 PROJECT 5 CONTRACTOR 5HAI L F'10-i ECT.PATCH AND REPAIR AL EXISTING NG WORK ADJACENT To­16 WORK.OR DAVAGED A5 L Kff5ULT Of H'S WORK. 0.CONTKACTC)P O EFF T AND NIA"\TAIN NSUKANCE,1.E. CONTRACT015 1 IAE3,LITY.WORIQVIAN'5 COMPENSA77,10% 2.fiGUPFD DEWEN�ION5 CHAI L GOVERN.DO NOT 5CA1 COMPLETED OFffPArIn_N,ETC.ADEQUATE fORTHE FUK'05IE5 DRAI&ING5,"k'Ilff,E ',Mtl,5110'45 ARE ESTAnU5HED 5Y F_XTSTING OF THIS PSOIIECT AND F��N 5'!FROOF OF 5ANIF PKIOIKTO CONDMCN5.EACH CONTRACTOR SHALL VE"I.1"EXICTiNG CINAMENCINIG VV[-H kvOKK, CONDITIONS FFtOP TO ORDERING MATERIAL5 AND D-1lG I I EACHSUBCONTRACTOR SHALL ME Rf3FON5'51_ff FOR COIVMENCNG*THWOKr. MAINTAINING SAFETY ON THE j05 51TE DURING THE 13.CONTRACTOR TO REMOVE ALL DF5R\5 CREAT,ED 5Y THIS CON 5TRL;CTION't-A5ETC>�:CVPL:(,V!T�Tl�-RfGULA�TION�- WORK MI PPOTHE 51'Iff AND DISPOSE OF INA LffGAI.N,11ANINER ON AND REQU REMENT5 OF THE CCC11FATIONA1_'AFff.Y AND AWTffQY BA515 OK SOONER IF CONDITION5WARRANT. V 14,AT-1-!t CO!v`FLETION Of WORK.THE SITE TO 15F CLEARED HEALTH ADMIN1571W,[ON.Thi�SHALL HALL INCLUDE,DUT ARE NOT IMTEDTQ:--O DJ\-M"��OUA71EANC PROPER OF ALL DEBRIS AND EXCE55IVIATERAL5.THE FACILTY:5 TO BE BRACING,SAfFT"RAILINGS AND SECURE FOOTINGS FOR AL_ _E7 EFOaA CLE AN AND WORK IS TO 5',COMPLETED TO THE T-LMFOKAR--5CAffO_D1NG.STAIRS_tTG. 5 WfL_AS TOTAL SAT,5`DICTION OI` ITE OWNER FRiOK TO RELEASE Of FERNAANENT CON5TRIJ'_-7iON. FINAL PAYINIENIT. AERIAL VIEW TNX MAP: 1000 1 'OOOOGO0005000 LEGENDDE`�!GN R CRAFTING EN: N uvi,5ylm,N EcfRTl`,, —NEW STROMM 0. 051,12-129 0 AMOMM PORT REV510,15 W 270°©®LENT go*E O�Q WNT 240 120° 210' �50' 180 �Tc shmmm s coNDIRm ,s%xs _my NME55ARY CONTRACTOR G� cz n 5ff,7 NAME LA J A CON5TFUCTION NOTES 1.)ALL EQUIPMENT 51TALL BE INSTALLED IN ACCORDANCE wlflH TTP MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2 ALL OUTDOOR EQUIPMENT 51HALL BE RAINTIGHT 1,MTH MINIMUM NEMA 3R RATING. ;ov- 33 ALL LOCATIONS ARE APPROXIMATE AND REWIRE FIELD VERIFICATION. TAX MAP: 1000 1 10 0GO0005000 LEGEND CONSTRUCTION NOTESof-111 EL\KENT ENPRGY LC —msnnc ewuxxc ! ALL QJiPMENT SHALL BE INS!Al1ED IN ACCORDANCE REV!f,Y EY R \A?L`.P CPRT!fiE NEW y.IRUCIURE IVS A LAT ON!N5TRUC-ION5, e AT—.aT Pa.T I a.) L OUTDOOR EQUIPMENT 5.,ALL BE PA'NTIGI-IT WIT.i 9 4.iNIN1UhI NEMA 3'RATING. 3. ALL LOCATIONS ARE APPROXIMATE AND P—QUIRE RE`450N5 —RuoP Ptm,nNae FIELD VERIFICATION. ®air OPLUMBMG w+r ®4CY ut T GOOD CONDITM `�I>gs.,aw u rgcEunxxi 14' 14`-5' 14'-(5" CanrRAreR Alal 12'-101" 21, 01 X 5'RAS TREATED !Mr ON OA..EISM C S t1URRICANE TlE z AT-AC.,VERT.[CAL PIER OCATION FASTENED rER MANUFACTURER' € ;�/ > -, 'SM A`TA 5FEC 5HEET5 fi r r \� {3) a X I4"LVL TREATED TYP. 3u F i 13'-11124 13:_4., 5!M-50N CC5a C COLUMN CAP TYP. WIT'i t } GALV.BOLT5.=LAT WA5MER5. 26'-8° 1 !`-4" -G 5,-L 6"X G _REA-ED: 005 l5 AIE%Nu?5 VERTICAL CA ER TYP.r- .;`,�• _ n,.: syEFT vuM�.R TAX MAP: 1000 1 1 OOOOGO0005000 ] WIND DESIGN EUBIECTTDDAMAGEFROM 3 DE51GN 4 DRi LNG BY: GROUND' SEISMIC WINTER ICE BARRIER AIR MEAN ELEti T ENERGY LLC SNOW i Spe[IaI Wmabarne DESIGN Frost I FLOOD Spends IE Topograph,t DESIGN UNDERLAYMENT j FREEZING j ANNUAL REVEW 3Y.Irt NP.6CEP CEKr F.EC j LOAD° (mpt17 effe—L wind debn5 CATEGORYt W¢a[henng° hne T¢rmlt¢[ TEMV REQUIREDh HAZARDS%I INDEX' TEMPI 1_ C5. 2-1 e5 [# [ regbni jcdepth'I I 1 20 ; 130 NO j NO No a SEVERE 3FT H AN, 15°F YES F; sss 51^F t 2"X 8"PRESSURE TREATED LATERAL BRACING SUPPORT LOCATED REVISIONS NIANUALj DESIGN CRITERIA' ON SIDES OF CARPORT ATTACHED WITH(G)2''GALVANIZED -1 stv wmrer summe[ AltRoae maoDr oea sn He Ung ;°LAA _fvD LOCK WA5MER5 0' EAC::4D I 3 EI rasion Lati[otle' cornett aealgn temperature + [[[[[[ neaDRs t°amX loo rattor temperature cempemtute coamR diffe—ce 2"X 8"RA,TER5 TREATED @ 16 O.C. 1_ WITH 51MP50N h;CA SEISMIC HURRICANE TIE 2,108 FT Ai•N 'IF 86'F 1.00 70°F 75°F 55`F A_EAG'VERTICAL PIER.LOCAT::ON wn,d wma C :-1-e n CmnOdent Dail Wlnte[ Summer 8 vebc,tY velocity y �" mperaeured(feren[e wet bulb range humitliry humidity h ig g a I; SIMPSON CC5y 6 COLUMN CAP TYP. — - 17 F 15 MPH 75 MPH 72 F M1IEOIUM(M) 40% 32 GR C50%RH i WITH(6)4'GALV.BOLTS,:LAT WASHERS, For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 mts. i�Cr,VV&5hEF5 AAND NUT5__= ---, - CONTRACOR a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural 6°x 6�� RT jC4L P;E T,[ ATATPD, requirements of this code,the frost line depth strength required for weathering shall govern.The weathering column shall be _ - filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4). The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. SIMPSON MP13GGZ MOMENT POST 5A5E \ Y - __ 51 C _ b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),,the frost line de th strep th required ENCASED IN CONCRETE FOOTING ATTACHED \ _ for weathering shall govern.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish 4VITp1(24)--X 2 Ae STRCNG DRIVE 5D5 SCREIb'S TYP. grade. i 6`X:.6.CONCRE P:FR \ c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been `—\ a history of local subterranean termite damage. #'R1%AR T',P, �\ d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure 24'X 24'x 3`CONC`I Rf s(OT;NG R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. \ eRo3ea NAME e. The outdoor design dry-bulb temperature shall be selected from the columns of 97112-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of v Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The CARF'OP'T'jECTIO(\j — flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: I. The accompanying Flood Insurance Rate Map(FIRM), _ ii. Flood Boundary and Floodway Map(FBFM),and 6"XG"PRESSURE TREATED r iii. Related supporting data along with any revisions thereto. VERTICAL PIER The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this : 0 section. ) _ z It. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there - - has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with ,'= "YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." I \. 51MP5ON MPBGGZ MOMENT POST BASE 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure WITH(24)STRONG-DRIVE SDS SCREWS _ R403.3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table"Air Freezing Index-USA y" Method(Base 32°F)." i�i NOTE:CONCRETE COVER PER ACI-315 j. The jurisdiction shad fill in this part of the table with the mean annual temperature from the National Climatic Data _._ UNLESS NOTED OTHERWISE Center data table"Air Freezing Index-USA Method(Base 32°F)." IS. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings sreEr N;.h+E due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the table with "YES." Otherwise, the av F jurisdiction shall indicate"NO"in this part of the table. L In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with "VES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate"NO"in this part of the table. ` m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the : OR.yaaNc scALE jurisdiction shall indicate"NO"in this part of the table. IF I n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA ``� Manual J or established criteria determined by the jurisdiction. "` "�`` D o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their ground snow load increased - _- - from the mapped value by 2 psf for every 100 feet above 1,000 feet. ; ' snEET NunsER (') See Figure R301.2(4)B. TAX MAP: 100011OOOOGO0005000 -