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48479-Z
�o�Og�FFUI 0: Town of Southold 1/24/2024 P.O.Box 1179 0 co . 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44895 Date: 1/24/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2465 Elijahs Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-7.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/10/2020 pursuant to which Building Permit No. 48479 dated 11/14/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unfinished second floor storage as applied for. The certificate is issued to Hubbard,Katherine&Hubbard,Thelma of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48479 7/3/2023 PLUMBERS CERTIFICATION DATED A tho i e ignature gUEFa�,�c` TOWN OF SOUTHOLD BUILDING DEPARTMENT cox TOWN CLERK'S OFFICE ''oy • o� � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48479 Date: 11/14/2022 Permission is hereby granted to: Hubbard, Katherine 2465 Elijahs Ln Mattituck, NY 11952 To: Construct accessory garage as applied for. Submitted electric 4126/21. Replaces BP #46408 At premises located at: 2465 Elijahs Ln, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.14 Pursuant to application dated 10/10/2020 and approved by the Building Inspector. To expire on 5/1512024. Fees: PERMIT RENEWAL $312.60 Total: $312.60 Building Inspector i tom' TOWN OF SOUTHOLD guFFol�.�, BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45408 Date: 11/5/2020 Permission is hereby granted to: Hubbard, Katherine 2465 Elijahs Ln Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 2465 Elijahs Ln., Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.14 Pursuant to application dated 10/13/2020 and approved by the Building Inspector. To expire on 5/7/2022. Fees: ACCESSORY $575.20 CO -ACCESSORY BUILDING $50.00 Total: $625.20 Building Ins c or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �-;LZSAA S LJ - House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section b b g Block A4 Lot T I H Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: S Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:. (check one) Fee Submitted: $ Ap an tgna ure SO!/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Jamesh southoldtownny.gov Southold,NY 11971-0959 �Q • �O IyCOUN m BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katherine Hubbard Address: 2465 Elijhas Lane city,Mattituck st: New York zip: 11952 Building Permit#: 48479 Section: 108 Block: 4 Lot: 7.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Two Gang Electric Electrician: Steve Surdi License No: 4693 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt 4 Recessed Fixtures 49 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 2Q 4'LED 2 Exit Fixtures Sump Pump Other Equipment: 100 amp sub panel , 30 space , 21 used Notes: TWO STORY GARAGE Inspector Signature: LtQ, Date: July 3, 2023 2465 elijhas In OY09 o��pE SOUTy� # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST ACC �' `�I ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/'STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] PRE C/O REMARKS: z - - -�46, k", Op/-lero �,-a � - DATE INSPECTOR 50Gly��O # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [Y] F UNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND { ] `INSULATION/CAULKING AMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ : ol Lo �OA LL*VMb._ VI r DATE l INSPECTOR oy�00ES0//Th� # # TOWN OF SOUTHOLD BUILDING-DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],pItgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ki. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: m %AN4fTkv 6tw-w No t." (V�, -\hs limp c DATE 341&f WA INSPECTOR 2N�S iWJ*P r 1-4/Vt7 �o�aOF SOpl�o6 # TOWN OF SO.UTHOLD- BUILDING DEPT. `y�ou►m '' g 765-1802 INSPECTION [ ] FOUNDATION 1ST [ .] ROUGH. PLBG. [ ] FOUNDATION 2ND A ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] +IRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,,Yi Air � y DATE '� 'L INSPECTOR J�T aoF our Zy S jai L� J y�� l f # TOWN OF SOUTHOLD BUILDING DEPT.- °ryco„�,��` 765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: Co 4- .DATE 'LI INSPECTOR ' OF SObly�� # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI��OWC ULKING [ ] FRAMING /STRAPPING [ FINALAct, b oV*l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) [ ] COD OLATION [ ] PRE C/O [ ] RENTAL RE KS: 1 U"4 4, Sig wtA Dt;�� on 'Ahi5' LfAlvt-,- DATE INSPECTOR /"111301mj o�a0FS0Uly0l 969 -7 L-1 # # TOWN OF S UTHOLD BUILDING DEPT. °`ycaurm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION,.- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / / ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]' RENTAL REMARKS: /-c-m,49,ve 470, �e tA) f rfA_4 ve rdel:p G'. r DATE INSPECTOR oF souryO 461 l 1 � l 6� � i J eV 1 r5 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: TWO DATE ` �, ` 0�.3 INSPECTOR Of SOUTyo / i # !# TOWN OFi0prUl(TFiOLD BUILDING DEPT. �O • �O `ycourm��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE 99gFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE l �'�' '�v INSPECTOR PAUL M.DeCHANCE SCOTT A.RUSSELL TOWN ATTORNEY ®F Sol(/Ty�l� Supervisor pauld@southoldtownny.gov .TAMES A.SQLIICCLUUNI g Town Hall Annex,54375 Route 25 DEPUTY TOWN ATTORNEY CA- P.O.Box 1179 jacksesoutholdtownny.gov ® Southold,New York 11971-0959 ASSISTANT OWN A M. TTORNEY ��CDU +� Telephone(631)765-1939 juliem@southoldtownny.gov Facsimile(631)765-6639 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD April 17, 2023 RECEIVED • APB"��..zaz3 Patricia C. Moore, Esq. eals 51020 Main Road Zoning Board of App Southold, NY 11971 RE: Hubbard 2466 Elijahs Lane, Mattituck, NY SCTM Dear Pat: Given that your client is attempting to remedy the issues related to her previous special exception permit application, the Zoning Board of Appeals will allow your client to submit another application for an accessory apartment in an accessory structure because the facts and circumstances have changed. However, prior to accepting and calendaring a new application, your client must obtain and submit to the ZBA office the following: 1. Valid Certificate of Occupancy for a one family dwelling, including a Certificate of Occupancy for the Building Permit#48926, dated 2/16/23 for the garage conversion and bathroom in basement. Additionally, any other Certificates that may be needed to legalize said one family dwelling; and 2. Valid Certificate of Occupancy for an accessory building which applicant is seeking to establish an accessory apartment by way of Special Exception. If you would like to discuss this further, please don't hesitate to contact me. Ve tr rs, Julie . McGivney Assis ant Town Attorney Cc: ZBA I j ' J • —1 4w fir+•' ••� � � _ { i�) o.Ir<p A c SoP-— GA-PZAc� W t 1) MAR 2,.q 2022 i W 756 r�. � 1 itt F � lin INN e A C '%06D KT 'Pot- f1 f f INP , MAR 7022 f- ra._ iy �" ► A , LIAR 2 qn?? POW r J�) f r gl,diiiLIAI! APAX, �� '1) 056 MAp �-& a 1 f , u 4- R r 1 _ ' I � t I i LIAR 2 4 2022 =sr, MAR 2 q ZOZZ '/e. MAR 2 1 2022 Is t � t f 1 � , i 2022 Iq r t _- ,- .. ;r - -. - -- _ � ��� �� � t�� _ � _'• s +^ ��` � 5� .1 - 14if i lit MARS 1 w 4 ST7 «m sry -��` � b .� a �. � �� i � �. �#s> .� .�, � � ,`� � - - - - .mom .f�� _! � I■ ��' 'r'k. I a ��' _ -._ `..-Y�� --- � -.-�. _� ��.`_ ,�. _ �' �r '� ' � � �� w�.. '�i �! i r^ ` G n� 1 1 ' r � W ,rot. -r. WiN1�UW5 OvW4,6W/n4G AOJA-cW—R � Ir�FN77Q4, PrcOPr—PNT`f' 41 i I ;l I ATAcA� CSAPW� A44p SOU, 5eV DfCi�/I�aF-H or FAN/t-� pV1F-"4NG- 1� �`�� � "'`� �,. . C .%_ �,� � .. ,/ 1 it Y� iiC. �r � � 1w � _if` k.�-&'• •*Yu_fir �' _ �- ice' ��,.`�.•• -•��'_,?f+, � � �„' Yid � / � t, �� w% +# C t � ti'. . , �.�`� + s _ ',. .,�. _ ,. wt _ �� r �_ :+.�2'� � � ti� _ :t; T� ' 1 _ •,ti rr. r��� � 1"' •'y. 3 I � , / / - L✓ �� � ��o ���1 `' � �, � ` R1� rR^'^� r' I► � R �� /\.. .rr�• ��� f , �0�7" �I,�v�7�1 0� �I.r��l•�//��- i4dSqv A- ...gat ........ "idJlIII� � Z44it; pF SOUT��I Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Katherine Hubbard 2465 Elijahs Lane Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 2465 Eliiahs Lane, Mattituck, New York S.C.T.M. 1000-108-4-7.14 Pursuant to Section 144-8,Chapter of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#45408 issued 11/5/2020, by creating a second dwelling. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals, Suffolk County Health Dept. and Building Department has issued approvals for all changes Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. AT 9 /2 1 1 J J. Jar eni r B din I sp ctor (Cert. ail) i FIELD INSPECTION REPORT 'DATE COMMENTS• FOUNDATION(1ST) r y ------------------------------------ Q C rA FOUNDATION(2ND) . z 1 vt N "t - 0. 01\On ROUGH FRAMING& PLUMBING _5 INSULATION PER N.Y. STATE ENERGY CODE -a o */Gi lbecr, A" Zvi Ime'.0 L-A al chi oL--Lta c FINAL_ •% q c COA} ADDITIONAL C NTS dKo �� o , rn 1114111 9c,Jal rc-L to 0-1 op ` e a e - h � —a3 Nz .r A �o�oSUFFoc,rooG�. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomglu.gov Date Received J i APPLICATION FOR BUILDING PERMI its pp _ �I�AL For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete 0 T ? Q 10Y1 applications will not be accepted. Where the Applicant is not the owner,an R Do Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. TOWN OF SOUTHOLD Date: It � Z) OWNER(S)OF PROPERTY:' (- Name: *ka � ► ram �,VJ SCTM#1000- C) Project Address: _ _ �lv— y _ � -r_G__ -S Phone#: �, � c�C' -7 3 �z� Email: �_�_sf1—�c ull BRA-.,.L CONTACT PERSON: Name: PCJ tr t r�ti KA-oo Y—t Mailing Address: 16 �M I-mo d �(' t 1 G -.1 Phone#: 10�3 r �� O Email: CI &Acu�C"d_. DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition 1916teration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other IV1+UVio� G ��d5 01s � l Lp/IfCI. $ 25 i Ocxo Y Will the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: - � _ Intended use of property:-a,�CM , Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 29Vome 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 210AS of the New York State Penal Law. Application Submitte%Bflp�rint name : � C ��re r2Authorized Agent ❑Owner Signature of Applican _-� Date b/ZgJ2) STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4-96 day of 20�� ff Public] BETSYA.PERKINS PROPERTY OWNER AUTHORIZATI(ttary Public,State of New York No. 01PE6130636 (Where the applicant is not the owner) Qualified in Suffolk CounW �- Commission Expires July 18.ZD-2s I, �GC7'UI Pi(��uU/J rJ�Y(� residing at Gl S _ kd*I L� It TJ do hereby authorize lV! u'6 C IM OCR ("'e to apply on my behalf t wn of Southold Building Department for approval as described herein. U Z!6/ 21 UowKe'r's Signature t Date l art-��n �'t t-�. �- `sV��Gt/✓c� Print Owner's Name 2 r � I ` J �` L.1 L��I Building NOV - q Department Application 2020 Ely AUTHORIZATION (Where the Applicant is not the Owner) I, residing at (Print property owner's name) (Mailing Address) VffI*9 N Y ��SZ do hereby authorize j t ✓ i r (Agent) to apply on my behalf to the Southold Building Department. 2� 0 (Own s Signature) (Date) ��-( ke r. vt e rev/ toi (Print Owner's Name) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 D Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20�b _ Single&Separate TV Truss Identification Form r� Storm-Water Assessment Form Contact: Approved ,20 Mail to: T °v` �!Y Disapproved a/c ' ° ZM Phone: �e�l-Z✓S-SI1 Expiration ,20 Kul—-1 136' ding nspector APPLICATION FOR BUILDING PERMIT Date_ 10-10 , 20ZO INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signa re of al7plicant or name,if a corporation) zzass Clay( L-A-1 VAJ:Q-r #tL4 (Mailing address of applicant) State whether applicant is owner, lessee a e rchitect, engineer, gener contractor ectrician, plumber or builder AC6.i-T Name of owner of premises Y- Ta ezp� 4upg�- q-t�t,`� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer me and title of corporate officer) Builders License No. Plumbers License No. Electricians License-No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7465 EL:r_J k1 N 'S LJ..I MX-r Tr—_ax__e_ del 4 mSZ House Number Street Hamlet County Tax Map No. 1000 Section 14)8 Block 44 Lot -T. (�-( P, Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy tZLEz �Q11f►�1�/ b. Intended use and occupancy 6-L& L-L RAOXL-r..( C A44--yE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost# Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures ny: Front ear D Height . Number of Stories Dimensions of sa a structure with alterations or dditions: Front Rea Depth Height Numb f Stories 8. Dimensions of entire new construction: Front Rear 2q Depth Height 221 Number of Stories 4Jf— 9. Size of lot: Front lSge Rear 15g Depth ZS7 10. Date of Purchase ,--Name of Former Owner � 11. Zone or use district in which premises are situated ) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—V— 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO� NuWwa Z445 E[—:r.A14'S LL1 14.Names of Owner of premises 4"Gl Address (� �LlnX- Phone No. 4SI-Zi'[733-S Name of Architect L*,4aTIA Address of Phone No Name of Contractor AAM1AX &,��Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY PV REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFt-1- ) U VtAWIV 4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, ent rporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this J day of 202 X ljp�#)L Notary Publi L. DWYER NOTARY PUBLIC,STATE OF NE Si atu4o�*4ptica NO.01 DW6306900 QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30, E BUILDING DEPARTMENT- Electricail'ihsp�04of"';'i,- TOWN OF SOUTHOLD O, Town Hall Annex- 54375 Main Road!AP'0 Box 1179 O C • tJ Southold, New York 11971-0959 A P R 1 3 2021 Telephone,(631) 765-1802 - FAX (631) 765-9502 -""1 - seand(cD-southoldtoWnnv'.q"O-V'-�."' . rog r1i)-southoldtownrly.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 04/13/2021 Company Name:Two Gang Electric, Inc. Name: Katherine Hubbard License No.: 4693-ME email: info@twogangelectric.com Phone No: 631-283-5700 ZI request an email copy of Certificate of Compliance Address.: 2465 Elijahs Lane, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Katherine Hubbard Address: 2465 Elijahs Lane, Mattituck, NY 11952 Cross Street: Phone No.: 631-283-5700 Bldg.Permit#: 45408 email: info@twogangelectric.com Tax Map District: 1000 Section: 108 Block: 4 Lot: 7.14 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Add electrical outlets in order to operate garage doors and other items in garage Add electrical outlets in order to operate garage doors and other items in garage Add electrical outlets in order to operate garage doors and other items in garage Check All That Apply: Is job ready for inspection?: [:]YES ONO F-JRough In DFinal Do you need a Temp Certificate?: [:]YES [:]NO Issued On 04/13/2021 Temp Information: (All information required) Service Size ❑l Ph ❑3 Ph Size: A #Meters Old Meter# FINew Service ElService Reconnect F] underground [:]overhead J# Underground Laterals F-11 E]2 [:]H Frame OPole Work done on Service? Ely Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx L/71 S E P 2 2021 BITIT C T-T Iry ✓ .%;;,g1afF0L&17t�- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179 Southold, New York 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 t -seandesoutholdtownny.-gov ro-gerrasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All'Information Required) Date: Company Name: C,,tejA(-I ( Name:' lr\( License No.: email: Phone No:Co_'N - �5- -)W V 1 request an email copy oftertilcate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Jq L,ame; ti rl_ k4,v a Address: .4 L Cross Street: te— V - M.T— Phone No.: 2�1 73 61 .P-ermitw I J 5'� 6 j email: Tax Map District: 1000 'Section:; I 6,F ;i'BId6k:T2T Lot; BRIEF DESCRIPTION OF WORK(Please Print Clearly) Check All That Apply: Is job ready for inspection?: 21YES []NO F-1 Rough In E]Final Do you need a Temp Certificate?: E]YES ELKO Issued On Temp Information: (All information required) Service Size [:]I Ph F-13 Ph Size: —A #Meters Old Meterff M New Service [I service Reconnect []Underground F-1 overhead 1#Underground Laterals 01 [—]2 E]H Frame[:]Pole Work done on Service? E]Y E]NI Additional Information: NWM goo PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 0-C) BUILDING DEPARTMENT- Electrical Inspector ® TOWN OF SOUTHOLD own al Annex - 54375 Main Road - PO Box 1179' h' Southold, New York 11971-0959 ►vlA1 �l3 2023 e Tele --r (631) 765-1802 - FAX (631) 765-9502 ' r �outholdtownny.gov - seandCc_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required)- Date: 03 L±4 Za3 Company Name: w a G Electrician's Name: e J� � v /-A ' License No.: y Elec. email: �—ro C o c- .t Elec. Phone No: , 3Uv ❑I request an email copy of Ce ificate of Compliance Elec. Address.: 2 �! JOB SITE INFORMATION (All Information Required) Name: ��lF�,2 J• f k Address: -Z �, L cu C- Z Cross Street: . . j Phone No.: ' Bldg.Permit#: ,; Ll$ '7 email: - fc. 3 Tax Map District: 1000 Section: t o Block: L Lot: ,( BRIEF DESCRIPTION OF WORK, INC UDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: [�]YES ❑ NO ❑Rough In F-qfinal Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) . Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals -1- [ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 ���� )_3 PERMIT H � Address: Switches I+W Outlets GFI's Surface Sconces ° HH's . UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator ombo Cooktop Transfer aC AH Hood Service Amps Have Usec )pecia1: �( 36 aI :omments � , I N 38°14'50"W 159.00' 610.00 ��®� � Z N ` - N 3 o rn CM 'y N '� � r• G hT Cr1 ss.r DECK 44.00' 2 u° DECK u•p ALL CON)-TMI'^Tlnet^"ALL 44.7' MEET - . .a .r THE o• 1 STY.FtM.HEiE 16' ------- --- — CODES OF NEW YORK STATE. 243' AST{µLT r OHIYE WAY 1 1•- �1 I ail PORCH d NAILING 242 P NAILING&CONNECTIONS REQUIRED. f A �p ,yy • jJ �d91 s z 7 B .a FE w Lt?I JL"— PROPERTY:40733.5 SQ.FT. I � o U `r•: •'1'4MVC'IT AT �I cS o00 GAF! 0 -'-•N FOi;THE HOUSE: Hiflic- 1979.7 SQ.,FT. �I ':MATIOH-'.::"I PL'-OU9 ED r-,R FOUREJ C' :'f,LiL- PORCH:272.4 SO.FT. I UGH-FRI'.:.:':i a f LUMBIrJG I ' INSUTATION DECK:434.0 SQ.F7. 4. INAL-CON°,TPllC:T!r,N MUST i BE COMPLE E;., ...I. LOT COVERAGE:b.6% ! SITE PLA L CONSTRUCTI')IJ SH4LL MEET THE I IUMEMENTS OF T I IE C.'LU S OF NEW f<STATE. NIT RESPONSIBLE FOR S 38P38'4i"E 1159.00' SCALE: 1" = 2 N OR CONSTRUCTION ERRORS. ELIJAH'S LANE OCCUPANCY USE I UNLAWFUL WIThJi T CERTIFICATE OF ��I R F=JJAH'S LANE,MATTITUCIG, NY FG , March 15,200"1 `�I" JD PLOT PLAN LOT 11 MAP OF �� rn ELIJAH S LANE ESTATES SECTION No. > r Oy FILE No. 6065 FILED FEBRUARY 14, 1974 LOT 10 rn (1 z� Xm SITUATE ° MATTITUCK N 51 °21 '10" E rnna °d 257•26 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Z - I ASPHALT DRIVEWAY S.C. TAX . No. 1000- 108-04-7. 14 N !I W :it...:. :: / ao -; I18.2 w L�� SCALE 1 =30 PROP05ED 00 a)OVEMBER E . . I� 2, 2020 t� cn 40' ::::::.:!:;': I oo NOV - 4 2020 AREA - 40,734 s ft. oI cTi - 9 m ..............................:.....::. _......:....:.38 ::::::.:.:.::. O 0.935 ac. o w PROPOSED I p' o J 24.3' l�—I 1��.t IM1�.TTIT`l, :171T. 1/1 PORCH 0 a' rTl L r.-Z Y 71,111,01 ti L-i y Sa 0 'D'z a.o sz.e' � AREA DATA ,= o -- - ------- mv t;� � �� DESCRIPTION AREA % LOT COVERAGE I0 LOT 11 �� HOUSE 1,980 sq. ft. 4.8% 0 , W N PORCH 272 sq. ft. 0.7% g, y rr, C3 Io C = DECKS 434 sq. ft. 1.1% y vi co a' PROPOSED GARAGE 960 sq. ft. 2.3% �I 28.3' PROPOSED PORCH 228 sq. ft. 0.6% TOTAL 3,874 sq. ff. 9.5% Ln Ui 00 00 OF Ne$v � __ k S 51°21 '10" W 258.36' m Z }, w " O� N.Y.S. Lic. No. 50467 LOT 12 No w i��corwin N y Ln DRAINAGE SYSTEM CALCULATIONS: Nathan in i PROPOSED GARAGE, PORCH & DRIVEWAY EXTENSION: 1,644 sq. ft. my b 1,644 sq. ft. X 0.17 = 6 v cu. ft. Land Surveyor 280 cu. ft. / 42.2 = 6.6 vertical ft. of 8' dia. leaching pool required no PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL WITH OPEN GRATE Successor To: Stanley J. Isaksen, Jr. L.S. y 920�, Joseph A. Ingegno L.S. yTitle Surveys — Subdivisions — Site Plans — Construction Layout 0' PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS TABOR ROAD 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 FINAL SURVEY FOR LOT 10 NEW GARAGE y LOT 11 0 MAP OF N 51021 '10" E 257.26' ELIJAH'S LANE ESTATES SECTION No. 1 FILE No. 6065 FILED FEBRUARY 14, 1974 CONC. I� .. . FL4L DRd .a• j a, 4 AS . .P T IVEYVA�: SITUATE Z91.5' PAD . a ��• .•�. .• , . .. .d: MATTITUCK W 40.3 '' •. t� L-100 C ■ slAe G E TOWN OF SOUTHOLD GRATE GARAGE SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-108-04-7.14 I--I O 40.3' •a 1 . 01 m C-I :. ..., .:n O z Roo OVER Co C. ` ' � SCALE 1"=30' P m 24.3' v �z _ NOVEMBER 2, 2020 " m �� N � ::��•;�.• � FEBRUARY 8, 2021 FINAL SURVEY ON GARAGE w y 10 2 N AREA = 40,734 sq. ft. '� o x 6.0' 62.9' 0.935 cc. LOT 11 m (O O a r. I � N m a NOTE: = FENCING AND ADDITIONAL STRUCTURES, IF ANY, I� O I ARE NOT SHOWN. rn I-3 CA 2e.3' 00 0 n - . �� 0 0 T �n Iea� P4 OF H y S 51■21 '10" W 258.36' - �� tAFT m C- Z P I�TI � to F� LOT 12 !3 p 001 N O t1T m n 'Z 1� Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION O I\ TO THIS SURVEY IS A VIOLA71ON OF m `O\?s SECTION OF THE NEW YORK STATE ■ ;13 Nathan Taft Corwin III MAP NOT BEARING -3 .�,�. COPIES LANDFSU THIS SURVEY INKED SEAL OR > EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 1E COPY. Land Surveyor to � CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY T n IS PREPARED.AND ON HIS BEHALF TO THE SUCceSsor To: Stanley J. Isaleen, Jr. L.S. Vl TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys—SubdNlslons — Site Plans — Construction Layout TABOR ROAD TUIION.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport. New York 11947 Jamesport. New York 11947 51D2® 1?/2A?11 P�OAD - - SOU'THO1LD NY 11971 63-1o765a4330 r� �Y-N �Vfi 1 PATRICIA C.MOORE Y ' mQ- kl QJ 4 0 11�S !1's na vy L (5-1 , � l_W f+1"'9 i PATRICIA C. MOORE Attorney at Law 31 4 51020 Main Road APR Southold,New York 11971 1 � �0�� Tel: (631) 765-4330 5-,U�LD IWo0,FT1 Fax: 631 765-4643 April 12, 2023 Paul De Chance, Town Attorney Town Hall Annex, 54375 Main Road, Southold,NY 11971 Re Owner: Katherine Hubbard Premises: 2465 Elijahs Lane,Mattituck NY 11952 Appeal#7607 Dear Paul De Chance: I am in the process of obtaining CO's for"as built" improvements made to the above referenced property and closing out the permit for the accessory building. I have been asked to get confirmation that the applicant will have the right to make an application to the Zoning Board for an accessory apartment in an accessory structure. My client wishes to re-apply for an accessory apartment in an accessory structure. An application was previously made (Appeal#7607)but the Board denied the application because of technical reasons: l. The accessory structure did not have a CO (the structure was issued a"temporary CO"but the ZBA did not accept this CO). (1)the accessory building must be "existing"therefore a CO was required to obtain approval for an accessory apartment in an accessory building. 2. The Board believed that the principal dwelling had an apartment and only one apartment is permitted. I have attached a copy of the Zoning Board decision for your convenience. Katherine Hubbard made an application to the Zoning Board for a special exception to convert a portion of the first floor in an existing Morton building into an accessory apartment for her sister. The Board denied the Special Exception because,they concluded,that while she had met condition #1 and#2, she had not met the following requirements: 3) ...the principal residence does not comply with the certificate of occupancy and there is significant evidence of the existinace of an apartment in the principal dwelling as described above. 4) The special exception is not authorized under the Zoning Code though the Zoning Board of Appeals as noted herein, because the issuance of a Certificate of Occupancy from the building inspector for the accessory Morton building is required by code before an Accessory Apartment may be created and 5) Due to the lack of a full inspection of the premises, it cannot reliably be determined that no adverse conditions exist after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. Mrs. Hubbard and her sister live together in the single-family dwelling. There was no apartment in the principal residence. Minor"as built" alterations to the existing residence have been corrected. A copy of the building permit for the minor improvements in the residence is attached as proof that these improvements were not an"apartment"as reported to the Zoning Board and the"as built" improvements were unrelated to the accessory apartment in the accessory structure. We are working with the Building Department, and the building department and I want to be sure that an application for an accessory apartment moves forward as soon as the CO for the Morton Building is issued. -Very tru urs, "atficia C. Moore Julie McGivney, Assistant Town Attorney Zoning Board of Appeals Mike Verity, Building Department PCM/bp Encls. , BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O,�40 SoU� 53095 Main Road •P.O. Box 1179 ti ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, . Town Annex/First Floor, Robert Lehnert,Jr. ® a0� 54375 Main Road(at Youngs Avenue) Nicholas Planamento C0� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 July 11, 2022 Katherine Hubbard 2465 Elijahs Lane Mattituck,NY 11952 Re: ZBA—Application#7607, Hubbard 2465 Elijahs Lane, Mattituck,NY SCTM No. 1000-108-4-7.14 Dear Ms. Hubbard; Enclosed is a copy of the Zoning Board's July 7, 2022 Findings, Deliberations and Determination, the originals of which was filed with the Town Clerk regarding the above variance application. Thank you. Sincerely Kim E. Fuentes Board Assistant Encl. cc: Building Department BOARD MEMBERS Southold Town Hall 80 Leslie Kanes Weisman,Chairperson ,�rIJ�� 53095 Main Road• P.O. Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes t„ Town Annex/First Floor, Robert Lehnert,Jr. � d� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �� L�Ql17� ,� Southold,NY 11971 RECEIVED http://southoldtownny.gov & V Q,_l / 1:5g wKA ZONING BOARD OF APPEALS Ail 1 2022 TOWN OF SOUTHOLD Tel.(631)765-1809 • Fax (631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DULY 7, 2022 ZBA Application No.: #7607SE Applicants/Owners: Katherine Hubbard Property Location: 2465 Elijahs Lane, Mattituck,NY SCTM No.1000-108 4-7.14 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated November 22, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Article [II, Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 20,734 square foot parcel located in an R-40 Zoning District. The northerly property line measures 257.26 feet, the easterly property line measures 158.00 feet and is adjacent to Elijah's Lane, the southerly property line measures 258.36 feet and the westerly property line measures 158.00 feet. The subject property is improved with a one-story frame dwelling with an attached two-car garage. There is an attached wood deck in the rear of the dwelling and a separate Morton structure two-car garage measuring 24.3 by 40.3 feet to the rear of the dwelling as shown on the survey map prepared by Nathan Taft Corwin III, LS last revised February 8, 2021. ADDITIONAL INFORMATION: • Certificate of Occupancy issued on December 15, 1998, #Z-26168, for a one family dwelling, garage and front porch • Certificate of Occupancy issued on March 27, 2007, #Z-32265, for as built deck addition. Page 2,July 7,2022 #7607SE, Hubbard SCTM No. 1000-108-4-7.14 o A Building Permit#45408 was issued on November 5, 2020 for the construction of the accessory garage(Morton Building) o A Stop Work Order was issued on September 9, 2021 for the construction beyond the scope of Building Permit#45408 issued 11/15/2020 by creating a second dwelling. FINDINGS OF FACT: The Zoning Board of Appeals held a public hearing on this application on April 7, 2022 at which time written and oral evidence were presented. The hearing remained open and adjourned to May 19, 2022 and June 16, 2022. On June 16,the Board closed the hearing reserving decision. Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant. In considering this application, the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the applicant does not comply with the requirements for the reasons noted below: 1. The Accessory Apartment unit will be located on the first floor of the accessory structure with a proposed area of 480 square feet of livable floor area, where the code permits a maximum of 750 square feet and requires a minimum of 450 square feet,as described and shown on the floor plan prepared by John J. Condon, P.E., last revised December 9, 2021. The remaining floor area of the 20 ft. by 40 ft. Morton Building(Plans designed by Benjamin J. Zobrist, P.E., dated September 22, 2020) will be used as an unheated garage. A memorandum entitled "Verification of Livable Floor Area" which was referred to the Chief Building Inspector as required which has not been completed and returned to the Office of the Zoning Board of Appeals as of this date. Therefore, the proposed livable floor area has not been confirmed. Furthermore, the floor plan depicts a second floor accessed by a narrow staircase leading to an unfinished attic space on approximately half of the floor area but containing several spaces labeled closets, one of which is 7.5feet x 16.6 feet and the other 7.9 feet x 7.3 feet as shown on the floor plans by Eileen Santora,Residential Designer. and stamped by John Condon, PE dated 9/1/2021. The applicant's representative indicated that these areas were to be finished conditioned space because they would be used to store important documents related to the applicant's business. Photographs of the second floor of the Morton Building show these closets as framed rooms containing electrical fixtures, high speed electrical wiring and high-hat lighting. Eight windows are also proposed on the second floor, including one window in the largest closet. These plans suggest additional habitable space on a second floor where only one floor is permitted in an approved accessory apartment in an accessory structure and only unfinished attic storage is permitted on a second floor. A revised second floor plan by Eileen Santora was received showing the entire second floor as unfinished attic without interior walls. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with all code requirements as defined in Section 280-13(B)(13)of the Zoning Code. The owner confirms that the accessory apartment shall not contain less than 450 sq. ft., or more than 750 sq. ft. 3. The applicant herein, owns and resides at the property and will continue to occupy the single family residence as a principal residence in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)0, 1-4), and as documented by copies of the applicant's New York State Driver's License, New York State Income Tax forms, New York State STAR Registration form, PSEG Long Island energy bill and a Suffolk County Board of Elections form certifying the applicant is registered to vote in Suffolk County. Page 3,July 7,2022 #7607SE, Hubbard SCTM No. 1000-108-4-7.14 4. The occupants of the accessory apartment will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry, and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article III, Section 280- 13(B)(13)0, 1-4). The tenant of the accessory apartment will be the applicant's sister as evidenced by copies of Affidavit of Sisters dated and notarized September 27, 2021. 5. The owners' plans comply with the on-site parking requirements and provide for a total of two parking spaces, as shown on the survey prepared by Nathan Taft Corwin II1, LS, last revised February 8, 2021. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. The members of the Board of Appeals observed, when conducting the required interior inspection of the accessory structure proposed to contain an accessory apartment, that one of the two garage doors on the attached two car garage, as described in the Certificate of Occupancy for the principle dwelling, had been removed and replaced with a regular door with a stoop and a fireplace vent was seen in the roof above that area, creating the appearance of habitable space created without benefit of a building permit. This concern was further created by a woman who provided access to the accessory structure to some of the Board Members who asked her who she was. She replied by saying "I am also Mrs. Hubbard but not the home owner. I am Katherine Hubbard's sister and I live there, pointing to the door with the stoop in the area that had been described as a two-bay garage per the Certificate of Occupancy. The Town Electrical Inspector and the Senior Building Inspector also met a woman who indicated to them that she lives in the main residence. These circumstances raised a question as to whether another apartment exists in the main dwelling, whereas Special exception approval requires that only one apartment exists on the premises. On May 12, 2022 the Senior Building Inspector and the Town Electrical Inspector arrived at the applicant's residence to inspect the premises as required by Town Code and observed that the basement area in the principal dwelling included habitable space(bedroom, living room and bathroom) without adequate egress. These observations as described above were confirmed by the Senior Building Inspector and included in his submitted Witness Affidavit dated May 12, 2022. 7. This conversion is/shall be subject to a building permit, inspection by the Building Inspector, and annual renewal of the Certificate of Occupancy. REASONS FOR BOARD ACTION DESCRIBED BELOW: 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: 1) The Accessory Apartment, as applied for, is reasonable in relation to the district in which is located, adjacent use districts, and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's principal residence as proposed, and shall not prevent the orderly and reasonable use of districts and adjacent properties. 3) Evidence has been submitted to show that the safety, health, welfare, comfort, convenience, order of the Town would be adversely affected because the principal residence does not comply with the Certificate of Occupancy and there is significant evidence of the existence of an apartment in the principal dwelling as described above. 4) The special,exception is not authorized under the Zoning Code through the Zoning Board of Appeals as noted herein, because the issuance of a Certificate of Occupancy from the Building Inspector for the accessory Morton building is required by code before an Accessory Apartment may be created and occupied. Page 4,July 7,2022 #7607SE, Hubbard SCTM No. 1000-108-4-7.14 5) Due to the lack of a full inspection of the premises, it cannot reliably be detennined that no adverse conditions exist after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson) seconded by Member Acampora and duly carried, to DENY a Special Exception Permit as applied for Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) tc as lanamen o Vice Chair App•o ed for filing —+ / /9 Z._. AD, i TOWN OF SOUTHOLD �os�4f���o;'• BUILDING DEPARTMENT v. �o TOWN CLERK'S OFFICE SOUTFIOLD, NY i 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#: 48926 Date: 2/16/2023 Permission is hereby granted to: Hubbard, Katherine 2465 Eli'ahs Ln Mattituck, NY 11952 To: legalize as-built alterations (garage conversion u bathroom in basement)to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 2465 Elgahs Ln, Mattituck i SCTM#473889 Sec/Block/Lot# 108.-4-7.14 jPursuant to application dated 2/6/2023 and approved by the Building Inspector. To expire on 8/17/2024. Fees: _ i AS BUILT-SINGLE Ff\NIILti r\DDl-1'IOi\,ft\LTL:RATION $716.80 CO-ALTERATION TO DWEL.LINC; »0.00 Total: 3766.80 Bifd g Inspector'�v Wit TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 hMs://www.southoldtomm.ggv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ini PERMIT NO.— 4 Building Inspector: FEB � 6 2923 ti/.Nye^ ^,�f.;X^.1,C?,�,.,i,3 :�:a.2,-'•'' Y;7 : :',S}^oa:. ,P:a r',;R.�_inF".� .a ^r.'rr;'+:a."_tt...l;,B.r„ ';^,',^r7(f:> :::;F- t,{dam"f. ,g11t /- _p-�• 4j.',nk,:. +r'r.:_�.t.n, G.l61Ll�1lN��I:C-1. LD Y'!•' t f'v7;r.�x.'g 1- `l a:Y��lxj?lry t":'� }rl.+r:d�':;fir,Yrld.�,.•t:,1,.�fe^i:i'Y'1f r }"tu',.. *i4pplicat i`hs;ago .dims riiustibe fall6�jc�i11 �thbir er�t��e �t.cd�plete,;�+:w``t" � �' OWNO �c �c1 6 R� cn r',�', 'd„a,tad:�5p�ttyrhP jt,ncx 4 ...�;• r �<- , a.x ,�i FSOMOLD 'jap Iicat�ogs uGi�lh;ot�bewaceptdWlie1't, p llca *i,I�ir�at4tFjS6i'�rieryian'�':'' s, ', r,;fidr;!;^,S:IB'a ,Y✓,r�;e:%,+�Y :J"� a'csi�'s `'% ; zs'fa"`iEtb' 'mot' y.3''rt,. .R•-;�+ r,• rx "�" :r 'S tif};" ss` '+ O°,'.ul(ner's:,Aytolr�zatiore1a Page 2)seal be co�npfeted�:j" ,,¢gG rb r`�." °w? 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( L Phone#: C Email: ,'triir "':,+5:'a+(Lt:�' `:r7',i.","111fi."kri:As:id9.i'✓:" ""l.;,i.3".n."/"UI'?' i�Y.:,: i»?.3,'Y�''•rJl' -efl:'I' �"4, -� VP' "Y-:;:v;a•Y'h:'::'f' -fr C•. 1.'"'}';t, f r `6��; a% .t•,.^,+�' 4^,"�. P;¢' h + r.",l.v. 3 j5�s"; r"�" 1 , y, ;+;�."5 w,N Fu+�:ti�S r t.'"y+'�,y ✓ii�J"k,.. kefp.�v,•�'Y Q4�i-''+'k"r;, lr.. I"`q l d,�•,J f, +,'r�,�Y„°.•.a}. I 'f 3�;, w .v, t ,f ..�`v.n",�a'e.4n. �'v t,.CID CaTOR,INFORN�ARION.:. '� -� .� �f�p„,�-., .�•.N,f<:.:��r��',u�Y��� r,.,''r �;' e.`s�:.�c?s .'+�?^'.nx.s.!'u�s,',ssna..rr.xn.n ;rtx,!su.rtn�r'.:5�•A:'.5+�"�•. !:�i1�..Al.ai /�r.;'.k....tai*�.��a..9ft�.�,l,.t�''arJ!`a,�?�°,grY.,,,S' !?d.,.rt'.���.:� rx•_ :v a`.,M,u,.,a.Y,..}her,F'S .a�'+.,E�.,._�• >d1 Name: '�(tF� — L Mailing Address: � VL Phone#: ^ Email: P,r'•3•^' -L->.�'�' .�V�,°}'f' :rS'^-�`SS%';Ir:: �(t,,i).S-ir3•,-I.R?•u .'.YFily •-:)k3�."sY!.».+l'Y�Y7t1r',td� t; - y'. 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"J+'' �r� � Ply:�- .I h�' '•F,Ly:;�A..a::.x?r.:,i3tt:tl .x,�:«z.?wT•'.•,ade:•ds'.:i� x;.'�;y.:..y�.vr5t_.., �.. ._�,r,,.^;s-1F• ,,�c.� ..ae: _.,1,•-W,V.i��TY f4'.`,R,,...ky,c.,.dt::;:c.e.:' .,;......•Z '?1�dJr,y„i,•I,�.irJO`:1,.•i.:•`z ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 5 ; !) /� $ Will the lot be re-graded? ❑Yes ZVo Will excess fill be removed from premises? ❑Yes Ik'No 1 .. ,•� =11.•..:rrr:..�•v.}�H'(,S,7 k.A'+.li !A's�i.,i;.CbJjjq:.Y(,.'n.:.,�?�r•-ti^;Y,d:+I:;;Vru�r�;aCtir+y ,LtR. °.l'. t:;wq'•�.,-.^;,}•�cn ___ ..........__.;�ti:n"•"?y ,- ,.,�?.Y >t `t^.ti: ,, "r.�•'D.:jr�,y `it' .t..'i:r%t S.,`•h' PR'OPERT1f'INF..QftMAiI,ON. �,::: ?• I,. ,);,a: r; ,,• _ :k=:' ;T t MhLk,1...17n 't ��MPL�.�.; i I!�� ':,��t,:..:: •z>i.'' _a'�b'n1::,.•.{�iFt Existing use of property: YI.' 1 a J Intended use of property: �/ r ./I((lrt�1L' 1 SL"G��'tit.� 1 � y'�1C(.f.y. (�,S L G'�•�Gi•�E:.. Zone or use district in which premisel is situated: Are there any covenants and restrictions with respect to this property? ❑YeskNo IF YES,PROVIDE A COPY. .Y •�, 'i! ,, -C;f{�'• .:�yi 1l• _- Y%%�,Y r?�.Y: i 4',':.J�,'.+L^�`'�«"���i • Check.Box After Reading:;iTi,eowner%contra'ctpr/deslgniprofessionai is retpansibie for all"drainage and.storm water�Ssues as provided by ' e" ft 7 = vt•.r. 1Ja'. rr/de .. .:sionq r .: r>. •. i�F• ^: I'. .ti%r+.�:X+=•.; �!" - Chapter 36 of•t�e"Town:Code..APP.RO16A'd HEREBY RMbE_to the Building:�e a'r�'���ent,�oru08 Issuance of a BWI`din'Perrplt.pri�s�antto•jg Building Zone v ,,•.,yrr ,.•. a, /_F f:•-epd:- r •.oty 1l• aic•Jgs �j ;{ t� . .r', •-••ti T Ordinance'of t�ielTown of Soutliolil,+5uffolli Co in y`;Neini, oik aria other:appll, laws,OrdlrGarlcerl or Regula4loris,Jar ffie eonsttuction bf;bulldings;°,, ..,; •'rirr" :`i n'v,33J l�Sp'+,.r.•::t".Jh "17• "aY t.:s ..h+al.."`Y.r••r 'i ..;r{•._ s<,, ri:S7•Y� r,• 'fi:,. ° z ,• f.'. a...•, 1a'" P.. t,,,:n• tiul idm irduri .`.•i.• additioii3;�alteratlaas pr for;femoval:dr.`demolitlanyi;.Irerelq desgibedr'Ifje,ap�llcarit'ageeesto'comply wjtli all.appltca6le'laws;;prdinan�e4 g'cgde, • •;I ,•t,• ;:.,v:iJ.. �,, h u�..„a;q t t1 •.:•r. .r•. �:_.?.: ^iIG ,.7q' �.,. 4 1 4:92�•a.f.. ,r!"r>� r.r" ho4ftrigYeo�e agd.repirlatlons.Qrd tq admit autjor�ed Ins}ieetors o2 premises and Iri tiiillding(s�for ee'cessarY Inspections:false statemedts made IN are pifnishable'as a Class•jAriilsi�ergeano�pur�uar�to'Sectfon,:�i�45,of,the nevi orf�5tate,Perial law,::•::; ,;,:,r,;f '•s. � ..:�, _�i � :t.:,t,fx,�;�;;,, Application Submitted By(print name): ).%� 4,G���� ��[� �Q�� ❑Authorized Agent ❑Owner Signature of Applicant: Date: (�(Q FZ Z-G•Z� CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New fork No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 2_,)y being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _day of f='ebo 4t &I'v 2Q Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply On my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OARAUV CDNVM'SloU •y 9twwb o✓F4PT4�, TIA 2 4?-i9 _ 2- 13f4"X 1 I°�8 LVL d I! FDRCH F%MIL`f PM44 �UUN>dT�p�' Via' G u I 5T,-E1 il T" GdRdGr: II I�:G1r7-fl S - . GLAD N5IF4LLEoAh 36 ou r► 61{ELTfo;k ow EC gW,1U^ v a �9u RRg' °5H>!ETK'oL a ' w.o 11PLL5r✓(cylULlU SCI�li�1Dti1 m GQWA1 FAMILY ¢M n sHorEeco , U OIL A 4 ` Cr°CI9 Fh , „ :5 YX9gFJ®'IU�Ou. N U3 ?9 toFN I K� g- I iNSULATbN o-tp pj couG m 1' m 'bintlt�lw �N' ' - I LlyiNln P.M . . ' - CROP•y�GTI DI;L A�. _ .. .. -. ..0... .. . = 5CbL8 '6 1i0" 56Ar_L! 4 0 1•0 d�.. °A5 P>UILT FAMILY RM GARAGE CDN1/�K51DN -" Q � _ ua'- :o P1,OF NElir o A -II t11'iiALjIt7N N 2x4 Fi�f11FLCwllot�Qh. .. ' ' � � � � ... 10 er1r; TxLVoll elm ISM °ah BUILr . 41 V"1L4�1J lMrF , _.. Weeuz 3i�Ilo N le t „'3 11 t I�D xs �N t FIL. W; r ON II�HU II IlJSULe�1Q�l t _3y d yM: _ .LEItAMIGTILtY� BG�u 4 ladIMF I • I � =F =IP t WMFowiLt &pup S�IJfi'O 51��EOFNfI J _p . TO SCGLB ?!'TLi nnvr" . t•�""e�y'�r0�cT IWiI 'O M Grnail Hubbie Hub<hubbie2465@gma1l.com>. Fwd: Building department inspection 5 messages Patricia C. Moore<pcmoore@mooreattys.com> Tue, Jun 6 at 2:39 PM To: Hubbie Hub <hubbie2465@gmail.com> Here are the inspections....each page has what needs to be done. I also listed everything in the body of my email. I sent it yesterday. Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY MY ASSISTANTS betsy@mooreattys.com,and kylee@mooreattys.com --------------------------- Mailing&Physical Address: Moore Law Offices 51020 Main Road J U N 2 9 2023 William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: r -jn- Patricia C. Moore, ESQ. 631.765.4643 T•^ 631.765.4330 www.mooreattys.com ----------Forwarded message--------- From: Patricia C. Moore<pcmoore@mooreattys.com> Date: Mon, Jun 5,-2023 at 3:05 PM Subject: Building department inspection To: Katherine Hubbard <katz2465@hotmail.com> Cc: Betsy Perkins<Betsy@mooreattys.com>, Kylee DeFrese <kylee@mooreattys.com> Hi Katherine: attached are the inspection sheets with items required to close out the permits: Permit#48100- storage shed (no electric or plumbing)- Building inspector requested: needs 1.architect certification of foundation and 2. strapping of rafters from wall&studs and shore to slab (bolt building to slab). 1 �/ ) Electrical permit-permit#48479-2 story garage (future apartment): remove ?and loose wiring. remove bathroom �� �wiring on 2nd floor&remove smoke detector from partitioned space 11'41 Add heat detector in garage (only needed when apartment is built- but you can add it any time) 3 Permit#48926 Electrical Permit- Basement and office space"garage converted"- missing outlet plate in basement (former bedroom); mechanical room- boiler room ceiling&sump in bathroom-GFCI outlets required.Iroom) outlet on stairs wired wrong-fix this. remove from bathroom smoke detector- need combo (smoke&monoxide) in basement, open splice in mechanceiling, GFI protectors in garage outlet. Permit#48926- Building Dept. inspection- Needs electrical certificate (see inspection above) engineer certify rough plumbing&insulation meets NYS Code when constructed (date prior to your purchase)solder certificate (you can sign this form) Qnce above provided then CO can be issued (no more building inspector's inspections on the garage&basemelectrical inspector still has to re-inspect (probably) or prove a pictures of outlet covers&wires fixed with a pla S Permit#47752-Deck Addition-OK ready for a CO. LD �c V� '{,G[ Permit#48479 (2story garage-future apartment) Amend plans to show the unfinished partitions on the first floor & electrical permit Then OK for CO to be issued. Permit#47181 (Pool shed/pool house)- rough plumbing inspected and OK 1. Finish protection plates 7 He also noticed that the gas connection for the pool equipment needs a vent-away from the heat source.this is not on the -� UL201-1 doof ola ms Electrical permit permit#48479-2 story garage(future apartment):remove?and loose wiring.remove bathroom wiring on 2nd floor&remove smoke detector from partitioned space Add heat detector in garage(only needed when apartment is built but you can add it any time) 'S �a 54A ice. Electric Inspection scheduled for Monday, O3July2O23 Q � V � JUN 2 9 2023 0G/ Permit#48479(2story garage-future apartment)Amend plans to show the unfinished partitions on the first floor&electrical-permit Then OK for CO to be issued- Copies of plans attached. JUN 2 9 2023 il� �ptz:'�lrTy r Bunch, Connie From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Tuesday, September 19, 2023 12:13 PM To: Bunch, Connie Subject: Hubbard 2465 Elija's Lane Hi Connie-at the last inspection with John- I thought he approved the issuance of the CO's for the house alterations (BP# 48926) and the accessory garage? Is there something we need to do before you can type the CO's? Pat Patricia C. Moore, Esq. PLEASE BE SURE TO COPY MY ASSISTANTS, betsy@mooreattys.com,and kvlee@mooreattvs.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09/28/2020 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 i 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 w certificate does•hot-bonfelir rights to the certificate holder in lieu of such endorsement(s). PRODUCER', ... CONTACT al NAME: a AD Risk Services'Central,; Inc. PHONE (866) 283-7122 FX <800) 363=0105chic ( 0 , a ., .; 200'East.Randolph; EMAIL v Chi cago.IL. 60601.6sn ADDRESS: G x INSURER(S)AFFORDING COVERAGE NAIL N INSURED. INSURER A: Zurich American ins CO 16535 Morton Buildings,_ Inc. . INSURERB: American Zurich ins Co 40142 252 West Adams Street Morton IL;61550,USA. INSURERC: Great American insurance company Of NY 22136 INSURER D: . INSURER E: .. INSURER F: COVERAGES CERTIFICATE NUMBER:570084147374 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. Limits shown are as requested INSR ! TYPE OF INSURANCE DD S R POLICY NUMBER POLICY POLICY P 'LTR INSO WVD MWDD/Y MMIDD/YYYYI LIMITS A. X COMMERCIAL.GENERAL LIABILITY GLO EACH OCCURRENCE . $2,000,000 � :'CLAIMS-MADE �OCCUR. - GET T ,-.$1,000,000 _ PREMISES Ea occurrence MED EXP(Any one person) $50,000 PERSONAL BADVINJURY '$2,000,000._ n GEN'LAGGREGATELIMIYAPPL.IESPER:' GENERAL AGGREGATE $10,000,Fj 000 PRC:: X POLICY JECT- ❑�� PRODUCTS-COMP/OPAGG Excluded .. OTHER: o . A BAP 9376314 17 10/01/2020 10/01/2021 COMBINED SINGLE LIMIT 1D AuroMo9(LE LIABILITY $2,000,000 I X ANYALMO BODILY INJURY(Per person) Z SCHEDULED ., 'OWNED,:, •. BODILY INJURY(Per accident) d) AUTOS•'. PROPERTY DAMAGE 'AUTOS ONLY.:�i?. _. cc . HIREEDAUTOV NON-OWNED: Perawkient V ONLY AUTOS-ONLY . p,.. :E c X "UMBRELLALIAB X OCCUR UMB3279162 10/01/2020 10/01/2021 EACH OCCURRENCE $21000,000 V umbrella Liability EXCESSLIAB' - CLAIMS-MADE SIR applies AGGREGATE $2,000,005 pp per policy terns & condi ions jDFQj X IRETENTION . . ,. B WORKERS COMPENSATION AND WC937631117 10/Ol/2020 1070112021 XPERSTATUTE 'OTH- EMPLOYERS'LIABILITY" I ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN A05 E.L.EACH ACCIDENT. E1,000,OOO' A OFFICER/MEMBEREXCLUDED?. N/A WC937631217 10/01/2020 10/01/20 21 (Mandatory In NH) Retro MA,Wi' E.L.DISEASE-EA EMPLOYEE $1,,000,000 "8 yes,describe under...'. - DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT '$1,000,000— DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached It more space Is required) 3� CERTIFICATE'•HOLDER CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE-THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Of Southold AUTHORIZED REPRESENTATIVE PO Box 962 Cutchogue NY 11935-1146 USA I ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i <NTE"' Workers' RIC. . CERTIFICATE OF AT OiYIP@f15a>XlOfit E. .0 Board- NYS WORKERS' COMPENSATION INSURANCE:-COVERAGE 1a:Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured (309)263-7474 MORTON-BUILDINGS;INC. . 252 WEST ADAMS 200 PO.BOX 399 1c.NYS Unemployment Insurance Employer Registration Number of MORTON IL 61550 Insured Work Location of insured(Only required if coverage is specitically limited to 1 d.Federal Employer Identification Number of Insured or Social Security,certain locations in.New York State,i.e.,a Wrap-Up Policy) ty. Number 37-0347310 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity,Being Listed as the Certificate Holder) AMERICAN ZURICH INSURANCE COMPANY Town of Southhold 3b.Policy Number of Entity Listed in Box"la" 54375 Main Road WC 9376311-17 Southh6ld,NY,'11971 3c.Policy effective period 10-01-2010 to 10-01-2021 3d.The Proprietor,Partners or Executive Officers are QX included.(only check box if all partners/officers included)- �' 0 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in.box"3"insures the business referenced above in box"1 a"for workers' compensation under.the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A i on the.INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send . this.Certificate-ofdnsurance.to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of.a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise.eliminated from the coverage indicated on this certificate prior to the end of the.policy effective'period? DYES Nx NO 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 Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be, named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new:Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory.coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Roger Levine (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 10/01/ 0 0 — ' ` Date I i Title: SVP Midwest Region Casualty Telephone Number of authorized representative or licensed agent of insurance carrier: (847)605-6914 i Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(945) www.wcb.ny.gov I v v 7V, 7 Paul H Bosco Architectural Drafter P.O-Box 2473 Aquebogue, NY 11931 631.375.7374 metal budding as siding pauldrafter.com metal budding as siding garage door I C°-8° in reviewed by STORAGE ❑ I Condon Engineering, P.C. `0 I 1755 Sigsbee Road �^ 13'-8" �'2" 5y2' 2xG studs at 16•on Mattituck, NY 11952 � � 631.298.1986 =N center proposed � °220 5 IVin 5TORAGE I � L - - - - - - - - J -'I } _ — � SEAL o wired smoke detector I �N I I , 3. mo3 a m 427 SF 427 sF N 'tQOJ Cp�y0 N c N mo ❑ II ��N Np� cv 3 N v concrete slab concrete slab ROF P� n r----� N I N - .. (h I I PROPERTYOWNER existing unfinished I I � �' existing unfinished I I C(ADDtRESS HERINE HUBBARD N framed walls Fo ❑ framed walls 66 I I" 2 CARS GARAGE N a�I sF IP: I j o �N 2xG Studs at I G" c° I ( � Residence L—- M on center I I o exl5ting unfinished L—J framed walls 2465 ELIJAHS LANE 6'-4" lower height 2xG Studs at I G" Mattituck of roof trusses on Center ' NY 11952 CH 91-9^ Town of Southold, NY CH 9'-9" PROIECr NAME o METAL BUILDING � N To a,m ❑ INSIDE FRAMING N CONTRACTOR a N N SOUTAOLD TOWN LICENSE N I DRAWING NAME I I SCALE ❑ 2668 as noted 51nille hung sin le hung I NOTE 2 4 s=34 2642 s=34" 294's=34" 3~ garage door 1 O°-S° DRA WING NUMBER WIT#MB0623KT Drawn 06-19-2023 exl5ting metal building - 5ECOND FLOOR IN51DE FRAMING exl5ting metal bulldln - FIRST FLOOR IN51DE FRAM sI�` g ING SGaI e: y4" = I '-Q° 5Cale: y4" O "N' Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY11 931 631.375.7374mpauldrafte metal building as siding metal building as siding garage door I(Do 80 to to � reviewed by proposed _ Condon Engineering, P.C. STORAGE 1755 Sigsbee Road Mattituck, NY 11952 5%2" 13'-8" 34" 8'-8" 5%2' 2x6 studs at I G" on I I 631.298.1986 center N proposed opening � STORAGE 22 68 S _I I — — — — — — — — — — - SEAL wired smoke detector 1�11-N I I 11 r, OF NEW), m 427 SF 427 5F " , �; c7�orN J. C0* FIN) FON concrete slab concrete slab N �FESSIO��� p1 I U I I U PROPERTY OWNER N N ex15tln unfinished= I I KATHERINE HUBBARD 3 — exlstm unflnlshed — 9 - �N framed walls j j �N CZ framed walls I N 2 CARS GARAGE Residence N 87I sF I I o N 2x6 studs at ! G i ; 0 9 ADDRESS exlstm unflnlshed L _ JM I on center J� framed walls 2465 ELIJAHS LANE 6'-4" lower height a- 2x6 studs at I G" Mattituck' NY 11952 of roof trusses on center Town of Southold NY CH 9'-9" ' CH 9'-9" PROJECT NAME o o METAL BUILDING INSIDE FRAMING m cO co N CONTRACTOR E N N 3N �sN N m mj '4 z' 1 1'-I" 5%z° I I'-I" 5,V2 SOUTHOLD TOWN LICENSE# DRAWING NAME 611 SCALE 20681 as noted NOTE sm,le hung single hung 2G4 s=34" 264 5=34" 294' s=34" garage door I Oo-80 DRAWINGNUMBER WIT#MB0623KT Drawn 06-19-2023 exl5tinGg metal building - SECOND FLOOR INSIDE FRAMING exl5ting metal bulldln�j - FIRST FLOOR IN51DE FRAMING SHEET Seale: y411 = 1 i—Oli scale: j1411 = I I-OI' o0 z4 w - _ Uki a , 40 444 ORVIAMAL MAN r E$ HEW), OFESSO K�" Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.375.7374 pauldrafter.com metal building as siding metal building as siding garage door 1 O°-8° reviewed by proposed = ❑ i i Condon Engineering, P.C. STORAGE 1755 Sigsbee Road `0 I I 5Y2 !3'-8" 3Y2" 8'-8" 56' Mattituck, NY 11952 2x6 studs at I G" on I 631.298.1986 =N center _ proposed °22G8 , STORAGE 2 8 = ` — — — — —-— — — — — � SEAL EUII 3 - wired smoke detectorNE{v 427 SF 427 SF _. n '� �. Y 041 m C ti � o � El 0 3 N concrete slab concrete slab Cv `6 N N 41 516S EM N O I I U 3 = O f— O PROPERTYOWNF.R -Z m I I cz existing unfinished� I I N rKATHERINE HUBBARD 3 existing unfinished I I 3 N sO framed walls I I FN framed walls I I N 2 CARS GARAGE Residence N 871 sF I l o N i 2x6 studs at I G o existing unfinished ADDRESS ,_ __, I on center � _ J framed walls 2465 ELIJAHS LANE 6'-4" lower height � 2xG studs at I G" Mattituck NY 11952 of roof trusses on centerTown of Southold NY CH 9'-9" CH 9'-9" PROJECT NAME METAL BUILDING INSIDE FRAMING 3N m 3 � ❑ u M_ N CONTRACTOR m 5V2" I 1'-1" 5%2' ! !'-1" 5%2° I — — — — — — — — SO=OLD TOWN LICENSE# II DRAWING NAME I SCALE 26681 IRE as noted El I NOTE single hung single hung 264 5=34" 264 5=34" 294' s=34" garage door !O°-8° DRAWINGNUMBER WIT#MB0623KT Drawn 06-19-2023 SIrEET existing Metal building - SECOND FLOOD INSIDE FRAMING existing metal budding - FIRST FLOOR INSIDE FRAMING scale: Yon SCAC: j14u = P-O" 0 Q . - . .. .. . . - - . .... .. . . . . . ...... ........ . . 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' . - ' . . . . . - . . . . . . . . . ' ..... ... ,� , . - . . . . . .. . . . _ - ? . „Y'�' `j• {w ilk! "',. `' fy [Q�•'^ .. . . - . . ..- - .- - 1T � ; - -<,' a . '��,.. `:fit• :d ' . . .. .. . . . . . . . . . . . .. . . , . ",,'.` ,'' ,,.t�. . _ } `' :;. '. . . . , ; . : . _ . 'u' $ r0 1. 84' N . : . . . _ . . . . . S C�`�`° . !. . . . .._ . . . :Q S� . . . ' . - . . . . . . . .. .. I .. . - .. OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-100982 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS NAILED 8"O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. a 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE %o RESIST BOTH AXIAL AND BENDING FORCES. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . 0_ N ch 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE �— FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' Lu (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS r-)..-00 w (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED CD 1� Z �J O WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). m APPROVED AS NOTED IL TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 DATE: B.P.# COMPLY WITH OCCUPANCY z H ALL CODES OF CUPANCY OR OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. FEE: �' - U BY: NEW YORK STATE & TOWN CODES PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH NOTIFY BUILDING DEPARTMENT AT F USE IS UNLAWFU W 765-1802 8AM TO 4 PM FOR THE AS REQUITED AND CONDITIONS O� _ n USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FOLLOWING INSPECTIONS: _ WITROUj CERTIF li TE Lam,JZ,A 1. FOUNDATION - TWO REQUIRED w IF�iI TJ •' ^npp ,IA OF OCCUPANCY z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" FOR POURED CONCRETE �- �,ldG ECARD rV O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR 2. ROUGH - FRAMING & PLUMBING Sv ;',"' ` y,"TRUSTEES 3. INSULATION Q BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. C .� N. .�, f 4. FINAL - CONSTRU„TIOiV MUST --- BE COMPLETE FOR C.O. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ALL CONSTRUCTION SHALL MEET THE IJI exterior lighting z REQUIREMENTS OF THE CODES OF NEW oR�\llvncr r vs�Ec�-lanls��a�EeulrEo #nstalled replaced or A KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE YORK STATE, NOT RESPONSIBLE FOR Contact T05 Eng'neering at 765-1580 before � � �•- c aired EhOl conform W p: � AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT DESIGN OR CONSTRUCTION ERRORS. 02clkfil},OR Provide Engineer's Certification to Chapter 172 z th^t the dmnage has been installed to Code. — Q _ STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. Of t11C Tod"!Il Code �/ � ��::: LIJ SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME = F!- 2 STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON U i EXTERIOR. Q i l l Z �L F— O TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 0 CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. U o GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH Q X SIDES OF THE BUILDING. m 2x4F1 Fl 02/12 O �'r� F G T Y:A L lc� INGI,IECTION REQUIRED O W EARTHQUAKE DESIGN DATA TABLEix 0.2 SEC SPECTRAL RESPONSE Q N 0.174 g TRU F^ C�RD6n dG ACCELERATION (Ss) REQUIpED 1 1 1 S 1.0 SEC SPECTRAL RESPONSE 0.049 g J ACCELERATION (Si) DO NOT PROCEED WITH Z Q SEISMIC DESIGN CATEGORY B FRAMING UNTIL SURVEY RISK CATEGORY (TABLE 1604.5) 1 OF FOUNDATION LOCATION SITE CLASS D I`110 BEEN APPROVED. LIGHT FRAMED WALLS SHEATHED BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS DRAWN BY.• T. FRASIER' SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR - STEEL SHEETS s C; DATE.- 9/18/2020 RESPONSE MODIFICATION FACTOR (R) 7 CHECKED BY. SJW ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE DATE.• 9/22/2020 SEISMIC DESIGN BASE SHEAR 500 LBS CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DATE: ---- SIZE DESCRIPTION BENDING VALUE Fb .' ' '`' �;" REVISED DATE.- ---- 2x4 NO. 2 SPF 1313 PSI - EREVISED ATE.' ---- 2x4 NO. 1 SYP 1500 PSI ATE.2x4 2100f MSR SPF 2100 PSI -- SHEET INDEX 2x6 NO. 2SPF 1138PSI BUILDING DESIGN CRITERIA 2x6 NO. 1 SYP 1350 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS USE GROUP U BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SHEET# DESCRIPTION 2x6 2100f MSR SPF 2100 PSI CONSTRUCTION TYPE VB SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED G1 OF G1 SPECIFICATIONS &SHEET INDEX 2X6 2400 MSR SYP 2400 PSI RISK CATEGORY I PROFESSIONAL ENGINEER. S1 OF S9 COLUMN PLAN 2x8 NO. 1 SYP 1250 PSI BUILDING DESIGN ELEVATION 50 FT. 202�.1 O.OL ,,1,OF NEW ,, S2 OF S9 TRUSS/BRACING PLAN & DETAILS 2x8 2400 MSR SYP 2400 PSI BUILDING AREA 1 176 SQ. FT. 3��) a�� ��P N J. j� S3 OF S9 TRUSS & PORCH FRAME DRAWINGS & DETAILS 2x10 NO. 1 SYP 1050 PSI 11 :00:22 -05' '" 2x10 2400 MSR SYP 2400 PSI PEAK HEIGHT 22 FT. S4 OF S9 ELEVATIONS 2x12 NO. 1 SYP BUILDING VOLUME 19415 CU. FT. BENJAMIN J. ZOBRIST, P.E. 1000 PSI ben.zobrist@allieddesignaes.com r W S5 OF S9 SIDEWALL SECTION & DETAILS ROOF SNOW LOAD 20 PSF 2x12 2250f MSR SYP 2250 PSI S6 OF S9 ENDWALL & OVERHEAD DOOR SECTIONS 2 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI GROUND SNOW LOAD 20 PSF DIGITALLY CERTIFIED BY BENJAMIN J.ZOBRIST ON DATE S V S7 OF S9 PORCH SECTION & DETAILS ADJACENT TO SIGNATURE ABOVE.PRINTED COPIES OF FO/� 1�Z832 (� 3 1/2"x1S" GLU-LAM 1650 PSI WIND SPEED (VOLT) 130 MPH THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND A N, S8 OF S9 OVERHEAD DOOR/SPAN BAY/EYEBROW SECTION & DETAILS SEALED AND THE SIGNATURE MUST BE VERIFIED ON SS1 5 1/4"x16 1/2" GLU-LAM 2400 PSI WIND SPEED (VASD) 101 MPH ELECTRONIC COPES. S9 OF S9 SPAN BAY SECTIONS & SHEARWALL DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE:AS NOTED SHEET NO. Gl OF Gl OFFICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) 24"M* - COLUMNS AND FOOTINGS WITH ARE DESIGNED FOR A FUTURE TOTAL 128-100982 AXIAL LOAD OF 2500 LB. • o CIS � 10 N piCIO N m O o r 011 z u') ih W 1'-0"VENTED SIDEWALL OVERHANGS O 7'-10 1/2" 8'-0" 8'-0" IN8'-0' 7'-10 1/2" � Z O 2'-0"NON-VENTED EAST ENDWALL OVERHANG 1'-0"NON-VENTED WEST ENDWALL OVERHANG N ' I� A i I I G I F 00 \ 7 S5 ( I I 39 S9 m< w Z — — — — — W02 23,_9„ — — — — — 4,1 Lu 0 23,_9„ w 18"M ❑ 22'-4 1/2" I 18"M 18"M A 18"M A 24"M* A 24"M 2fMr 22'-4 1/2" Z Q b S6 O (ABOVE) o Q E m ' 38 m 12'-4 1/2" 811M 24"M 12'-4 1/2" Z b `Ip I I N � O I LU � O J ;.:0 7'-10 1/2" — I 18"M 124"M*l� I — 7'-10 1/2" z © A r- < . (ABOVE) (ABOVE) ® A I (ABOVE) I Lu 18"M 18"M A 18"M 24"M* 24"M* 24"M*L U J 0'-0" 0'-0" Q W z - - - - - - - - \ ZZ F- o CN 0 8"M4 18"M4 18"M4 I$"M4 18"M4\ I co 0 z �w U Jo o I Qz I D I z0 O S7 1'-0" PORCH OVERHANGS 11,U o° I 0 Z O PORCH COLUMN 8'-1 1 1/2" 9'-0" 9'-0" 8'-1 1 1/2" J a: LOCATION DIMENSIONS cV IN — Z O h Quj W 0 1 a l0 Q vi (y) 1 1 1 g z I I I I Z SIDEWALL COLUMN 7'-10 1/2" 8'-0" 8'-0" 8'-0" 7'-10 1/2" LOCATION DIMENSIONS ..I o 11 � 1- � DRAWN BY.• T. FRASIER o r — 0 0 0 0 DATE: 9/18/2020 COLUMN PLAN LEGEND Lo co c14 cy) (y) CHECKED BY.* SJ W 0 - 3-2x6 LAMINATED COLUMN LOCATION 9 - 3-2x8 LAMINATED COLUMN LOCATION DATE.' 9/22/2020 0 - 3068 9-LITE 2 PANEL FIBERSTEEL WALKDOOR, OUT SWING, RIGHT COLUMN PLAN REVISED DATE.• ---- HINGE WITH CLOSER, LOCKSET 0 - 6-0"xC-8" FRAMED WALK DOOR* REVISED DATE.• --- A - (6) 4'5"x2'5" PCA5329 VENT PELLA AWNING WINDOWS ® - (4) 2-9"x4'5" PCD3353 VENT PELLA DOUBLE HUNG WINDOWS REVISED DATE. ---- - (2) 10'-2"x8'-l"OVERHEAD DOORS REVISED DATE: ---- sQ - 7/16"OSB SHEARAWALL (SEE DETAILS ON SHEET S9) ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS N ,La«a1-N1DSSEAIEDar 18"M4 - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE ROUGH OPENING SCHEDULE PIES OF NJ ZOaRIST OPIE6 OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE •ND THESIDNATUREOF NEW UNIT SYMBOL VERIFIEDONELECTR COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED WIDTH HEIGHT Q yQ ROD WITH AN ADDITIONAL MINIMUM V ABOVE BOTTOM OF PRECAST FROM LEGEND h'` J. CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM 10 38 1/4" 81" OF LOWER COLUMN IN ONE OPERATION. Q2 VERIFY VERIFY 18"M - 18" DIAMETER FOOTING WITH 5 TO BOTTOM OF 33"THICK CONCRETE r u PAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE 53 3/4" 29 3/4" COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD Q2 33 3/4" 53 3/4" 2 WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE ��`� 102832 COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. '�OFESS 0� 24"M* - 24" DIAMETER FOOTING WITH 5 TO BOTTOM OF 33"THICK CONCRETE % (/ Ol UctZ020 PAD (2500 PSI MINIMUM). 32" BELOW BOTTOM OF PRECAST CONCRETE 2' 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD SCALE: F===l e"SCALE.-AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 1' 4' 16' SHEET NO. IN ONE OPERATION. SEE NOTE #1. S l OF S9 OFFICE.• CUTCHOGUE, NY JOB NO. 128-100982 o U A � %0 W N � (� ca D O ' � ^/ Z L� W I Z TRUSS 7'-10 1/2" 8'-0" 8'-0" N 15-10 1/2" ( O LOCATION DIMENSIONS v CL I I Z W A 1 1 1 S2 Q Z O �- - -- - - - Q 0. S2 co _-.... D Z �o I ...:........... 0............ ....... .............................. Lu w o 0 0 0 6 _ 0 U - - - - - - - - - - - � o Q o I I I Z m O PORCH COLUMN 8'-1 1 1/2" 9'-0" 9'-0" 8'-1 1 1/2" o- LOCATION DIMENSIONS 71 C-.,� 0 O N N W v=i r ix Lu 00 IN V J Q N IN TRUSS/BRACING PLAN M w 8 24' -2x8 (NO.1 SYP) _J END RAFTER ASSEMBLY Z 3 r DRAWN BY.' T. FRASIER I • I I : I DATE.' 9/18/2020 I (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME i I CHECKED BY.' SJW V DATE: 9/22/2020 (4) 4"STRUCTURAL SCREWS PER CONNECTION 2x4 BEV. PURLIN REVISED DATE.' ---- TOE NAIL OVERHANG RAFTER REVISED DATE.- ---- TO OVERHANG NAILER WITH X I I END COLUMN EXTENSION OR UPRIGHT (1) 16d R.S. NAIL EACH SIDE ( I ASSEMBLY FASTENED TO END RAFTER REVISED DATE.• ---- ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER REVISED DATE.' ---- AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN .DBY f ITALLY STONED8 SEALED BYEXTENSION MEMBER OR UPRIGHT. NJAMINJ ZOBRIST R NTED OVERHANG FRAME24'-2x8 NO.1 SYPI SOFTHIB DOCUMENTARENO END RAFTER ASSEMBLY SIOEPESI SIGNED NATUREND S2x6 OVERHANG NAILER NOTHESIONATUREP,\IFIED ON ELECT (7) 4"STRUCTURAL SCREWS *c�'� �XN J. DETAIL B SCALE: 1 1/2"= V-0" r-- 2 TRUSS/BRACING PLAN LEGEND 3-2x8 CORNER COLUMN op�o �` 102832 FESSIO , i - 24' 3090 R.C. TRUSS s - 24' END RAFTER ASSEMBLY U / 02 ct1020 16s - 2x4 TRUSS TIES 2 8 �d 4 - 2x6 DIAGONAL END BRACES DETAIL A SCALE: SCALE. AS NOTED s - 6' END PORCH FRAME SCALE: 1 1/2"= V-011 1' 4' 16' SHEET NO.- CHIP PORCH FRAME S2 OF S 7p COFFICE.- CUTCHOGUE, NY TRUSS SPACING 8'-0" O.C. JOB NO. LIVE LOAD 20 PSF L28-100982 j DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF LO 5-3-0 4 %0 C� =D LU ca D Z Qoo' LU Z 0 CL 23-9-0 24' R.C. 3090 TRUSS SCALE: 1/2"= V-0" U—i LjLj TQ) 12 LIVE LOAD 20 PSF 1'-6 7/16" 3 rZXg 0�' C�Aop,D DEAD LOAD 6 PSF < V-10 1/2" co ..... ...... Web CEILING LOAD 2 —PSF o .... ......... ............ 0000 60d R.S. NAIL ....0S.000000000 1!0!0!0!0!0!0!0 0 0 0 0 0 9 ol*ol 28 PSF D 2-5x 10 PL. 2Z16 LOWER CHORD TOTAL LOAD 2-3x5 PL. D 6'-10 1/2" LUMBER SPECIFICATION: 20 GA. GALVANIZED Lij Lower Chord -- No. 1 - KID 19 or MSR 2400f- 2.OE Southern Pine Z 7 BOTTOM CHORD PURLIN CONNECTOR < Top Chord -- MSR 2400f- 2.0E Southern Pine OF TRUSS Web Members-- No. 1- KD 19 Southern Pine Lij ee TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): %0 & PORCH END FRAME ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, v -i SCALE: 1/2"= 1'-0" galvanized steel Morton truss plates identified by a hexagon < Lj-j Z stamped every 1 1/4"along the center of the plate. 0 (1) #9X1'- HWH SCREWS ON PEAK SIDE AND (2) V, ON EAVE SIDE IN HOLES SHOWN. 0 (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) :2 rV-100 12 3x5 PL. LIVE LOAD 20 PSF 2.121 F lop OR. DEAD LOAD 6 PSF 2x4 TRUSS TIE DETAIL 1 38" CHORD 0 / 2'-2 1/4" CEILING LOAD 2 PSF 0� WEB SCALE: 1/2" V-0" 0 ga DO 3x5 PL— TOTAL LOAD 28 PSF 16-- 4x5 PL. 4x5 PL. U 2x6 LOWER CHORD 'k C.0-5 0 Z 9'-7 15116" LUMBER SPECIFICATION: LU I I Cn Lower Chord -- No. I - KID 19 or MSR 2400f-2.0E Southern Pine ae Uj Top Chord -- MSR 2400f- 2.0E Southern Pine o- Web Members-- No. 1- KD 19 Southern Pine TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): U-j 1 6' PORCH HIP FRAME ASTM A-653, Grade A 20 Ga. and 18 Go.where noted, SCALE: 1/2" = V-0" galvanized steel Morton truss plates identified by a hexagon stamped every 1 1/4" along the center of the plate. 2x4/2x8 PURLINS @ 22"O.C. Z HEADLOK .1 9"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) C DRAWN BY.- T. FRASIER 2x4 PURLIN V%1L DATE.- 9/18/2020 lo �WRVS N SIS CHECKED B Y.- Si W III DATE.* 9/22/2020 REVISED DA TE.- ---- REVISED DA TE.- 2x4 PURLINS @ 22"O.C. �REVISED DATE.- REVISED DA TE: 20 GA. GALVANIZED ORE3 OF THIS OGOUMENT ARENO CONSIDERED SIGNED AND S TOP CHORD PURLIN CONNECTOR ANDTHENS;GNA�T HE VERIFIEDO L CTP EL )F NElyl, OF TRUSS ICY 5 O - INDICATES PURLINS TO BE FASTENED CLI w/HEADLOK .19"x 6.0" FLATHEAD LAG (1) #9xl HWH SCREW ON PEAK SIDE AND SCREW, ALL OTHER PURLINS TO BEFASTENED w/60d R.S. NAIL 1028 2 (2) #9xl" HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) V 02616(1020 2x4 BUTTED PURLIN DETAIL 24' WIDE BUILDING PURLIN LAYOUT SCALE.*AS NOTED (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1/2"= 1'-0" SHEET NO. SCALE: 1 1/2" = V-0" i S3 OF S9 OFFICE.• DESIGN AND EXPLANATORY NOTES rCUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-100982 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. • o U VENT-A-RIDGE N � M 5" O.G. GUTTERS m Oz Z j -- w l� ill Z 0 V 16'-5" HI-RIB STEEL SIDING Z GRADE TO TOP OF WINDOW T#21 CORNER TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT 1 1 1 T#167 BASE TRIM l 1 1 o z 4'-6" 7-6" 8'-0" I 8'-0" 12'-0" co O V (V O op Q U ;J..:,:;::0 T#16 GABLE TRIM 12 NORTH ELEVATION 12 T#3748L 167 z Q 4 4 5" O.G. GUTTERS U 2! LJLJo HI-RIB STEEL SIDING 12 3 12 1 3 T#21 CORNER TRIM GRADE TO TOP �/ o T#167 TRANSITION TRIM OF WINDOW HI-RIB STEEL WAINSCOT 1 p T#167 BASE TRIM z o0 O 6-6" 17-6" 6'-0" 1 V-6" 6" i 6-0" 1 1 1 _ 0 Lu w O �0 O O Q 0. o _ I o � , 8 �- u-i WEST ELEVATION EAST ELEVATION --� zQZ DIS RAWN BY.• T. FRASIER DATE.' 9/18/2020 CHECKED BY., S J W DATE: 9/22/2020 REVISED DA TE.- ---- T#6 & 167 REVISED DA TE.• ---- 5"O.G. GUTTERS REVISED DATE.' ---- 16'-5" REVISED DA TE.• ---- GRADE TO TOP OF WINDOW - ITILLY 810NEO 8 SEALED BY B ES OF N I ZOB ME PRINTED OMEB OF THIS DOCUMENT IRE NOT CONSIDEREDSIGNED. S THE SIONAT�w,,t o F NEW y, VERIFIED ON ELECT J. �� * � inJ, ilr 12'-0" 8'-0" 8'-0" 12'-0" 0 0 o b o N o �� Q 102832 SOUTH ELEVATION 0261cL2020 SCALE.AS NOTED 2' 8' SCALE: SHEET NO. 1 4' 16' S4 OF S9 [OlcFF�FICE. DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-100982 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. o FLUOROFLEXTM 1000 HI-RIB STEEL b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U 2x4 PURLINS @ 22"O.C. DISTANCE OF 10' PLUS OVERHANG WIDTH. (2100 MSR SPF) c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. rl N o� UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING M MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL o- 2x4 BEV. PURLIN w BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. m WIRE MESH d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. O D FILLER STRIP Z Lu 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Z 2x6 BEV. FASCIA o r LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF V 5"O.G. GUTTERS 24' 3090 R.C.TRUSS LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND T#144 & 146 FASCIA TRIM � TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. SOFFIT - HI-RIB/SOFFIT CAP 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING 2x6 OVERHANG NAILER WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 1 1 (2) 1/2"x5 1/2"M. BOLTS & CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION l 1 1 (4) 4" STRUCTURAL SCREWS INSTRUCTIONS. Z FLUOROFLEXTM 1000 HI-RIB STEEL co co w Z w = F— Lo U J W m TRUSS IN COLUMN 16' 8" U GRADE TO HEEL SADDLE LAMINATED COLUMN ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) X m FASTENED W/ (3) 16d R.S. NAILS @ Z 0 INTERMEDIATE CONNECTIONS a: 3-2x8 LAMINATED COLUMN 2x2 VERTICAL BLOCKING �5 Z AT COLUMN LOCATION LJLJ N T#167 TRANSITION TRIM Q w 2x6 NOTCHED NAILER (2100 MSR SPF) CL FASTENED W/ (3) 16d R.S. NAILS @ A INTERMEDIATE CONNECTIONS U-i g FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER _J T#167 BASE TRIM Z (32) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC SCREWS 4" CONCRETE FLOOR* PRECAST CONCRETE LOWER COLUMN DRAWNBY.• T. FRASIER g •.4 COLUMN INSTALLATION DATE: 9/18/2020 • ' � CHECKED B Y.• SJ W ,..•. ..... 3/4"ADJUSTMENT ROD FINISH GRADE 1. INSTALL PRECAST CONCRETE WITH BASE PLATE COLUMN W/ADJUSTMENT ROD & DATE. 9/22/2020 4"MINIMUM COMPACTED GRANULAR BASE OR IN SITU GRANULAR SOIL UNDISTURBED SOIL BASE PLATE IN THE AUGERED REVISED DATE. ---- HOLE. • ' +"" REVISED DATE: ---- 360M & 370M BRACKETS FASTENED TO MFS ' W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH *:': 2. PLUMB PRECAST CONCRETE REVISED DATE. ---- 5'-0" i. (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & :":''. '�:. ': ; COLUMN IN BOTH DIRECTIONS 370M BRACKETS WITH #14A x 1 1/2" MILLED SCREWS *'' . ;"...;•: REVISED DATE. ---- la ' 3. ADJUST HEIGHT UP OR DOWN MFS PRE-CAST CONCRETE COLUMN WITH ADJUSTMENT HEX ROD 33"THICK CONCRETE PAD(2500 PSI MINIMUM). A '•' `° ., • iENJA LY SIONFD 8 5EALEU DY A 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN • .y •'' � CONSIDERED SIGNED A.VRINTED O ANDOTHE SIGNATURE FTHI OENT ARE NOT 4. POUR READI-MIX CONCRETE INTO CONSIDEREDANDS of NE •' VERIFIED ON ELECT AROUND EXPOSED REBAR CAGE AND 3/4"xl4" " THE HOLE AS SPECIFIED. P �fo a u_ THREADED ROD WITH AN ADDITIONAL MINIMUM 1" c.� �P�l\N J. . °. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. LOWER COLUMN 5. BACKFILL AND ANNULAR SPACEOMPACT THE AROUND THE PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 181I0 LOWER COLUMN IN ONE OPERATION. ISOMETRIC COLUMN TO GRADE WITH SOIL ADDITIONAL REBAR CAGE AUGERED FROM THE SITE. SIDEWALL SECTION A °A '02832 '��EESS SCALE: 1/2"= l'-0" OZ ct 2020 SCALE.•AS NOTED SHEET NO. S5 OF S9 OFFICE: CUTCHOGUE, NY JOB NO. 128-100982 FLUOROFLEXTM 1000 HI-RIB STEEL GABLE PURLIN FLASHING 2x4 PURLINS (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. 'JAILS T#16 GABLE TRIM 2x6 FASCIA • _o (1) 4"STRUCTURAL SCREW THROUGH STRAP v T#194 TRIM i & INTO BRACE N 2' END BRACE STRAP W/ PRE-PUNCHED 23 SOFFIT HOLES (BEND TO FIT) FASTENED W/ M HI-RIB/SOFFIT CAP TRIM (3) 0.140 x 1 1/2" R.S. NAILS m 24' -2x8 (NO.1 SYP) 2x6 DIAGONAL BRACING FASTENED O Z END RAFTER ASSEMBLY TO COLUMN W/(4) 16d R.S. NAILS Q/ ui 2x8 E.C.E. / 24' 3090 R.C.TRUSS f ^ z — 2x4 TRUSS TIECL — — — — — — — — — — — — — — — — — — — — — — FLUOROFLEXTM 1000 HI-RIB STEEL — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1 1 Li-1 0 Z ry 0 m co � u _LJJ ~ V Z F '€.; Q 2x8 UPRIGHT ry W Lo 2x6 NAILER 2x8 BLOCK (2) 2x10 HEADERS < Lu Z O (NO. 1 SYP) H ad T#124 Z O T#129 U :2 2x2 BLOCK O.H.D. [1/ O T#151 ALUMASEAL T#154 T#153 X O 2x3 JAMB (BEYOND; Z BOTTOM 2'TREATED) 8'-3" 11 a_ 3-2x8 JAMB COLUMN (BEYONC) GRADE TO BOTTOM OF 2x8 BLOCK c U 2x6 TRACK BLOCK (BEYONC; 1 1 1 BOTTOM 2'TREATED) Q HEADER FASTENING SCHEDULE Lu 0- HEADER JAMB C H D HEADER SECTION C MEMBER UPRIGHT COLUMN L 8 SCALE: 1"= l'-0" EA. 2x10 4 4 NOTES: _J 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS ?' Z REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, DRAWN BY.• T. FRASIER THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. DATE: 9/18/2020 CHECKED B Y: SJ W 8 ; DATE: 9/22/2020 4 + . 5.:{ FINISH GRADE REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE: ---- REVISED DATE. ---- 51-011ONE° A PLLVEIGNED95EALEp BE S OF THIS ZO6RIST RRAM N A ..NSIDERED SIGNED nNO g NOi _ a ANO THE SIM-TN� f NEW y VERIFIED'S"N T P h 33"THICK CONCRETE PAD(2500 PSI MINIMUM). A 32' BELOW BOTTOM OF PRECAST CONCRETE COLUMN �P p��N J. AROUND EXPOSED REBAR CAGE AND 3/4"xl4" THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. r c PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LJ 18"0 LOWER COLUMN IN ONE OPERATION. ADDITIONAL REBAR CAGE p 102832 ssli ENDWALL SECTION B 61 02 22020 SCALE: 1/2" = V-0" SCALE:AS NOTED SHEET NO. S6 OF S9 �OFFICE: CUTCHOGUE, NY JOB NO. SIMPSON A35 (4-1/2") FRAMING CLIP EACH SIDE WITH SLOT 1 28-1 00982 DOWN. FASTENED TO EACH PORCH FRAME WITH (6) #9 x 2x10 14AILER 1-1/2"SD SCREWS AND TO 2x6 BLOCK & 2x10 NAILER WITH (6) #9 x 1-1/2"SD SCREWS • o CIS SO U a_ 0 � w m 2xl0 NAILER FASTENED W/(6) 4"STRUCTURAL SCREWS O M T#6 &T#167 TRIMS w 2x6 BLOCK BETWEEN 2x10 NAILER AND 2x10 HEADER. ZO 2x6 ADDITIONAL PURLIN TOE NAIL BLOCK WITH (4) 16d R.S. NAILS = 7/16 OSB SHEATHING & 15# ROOFING FELT 6 PORCH END FRAME °- 2x4 PURLINS @ 22"O.C. (2100 MSR SPF) SIMPSON A35 'a _------ USP JH2O JOIST HANGER. FASTENED TO PORCH 1/2"x5 1/2"M. BOLT FRAMING CLIPS ol FRAME WITH (6) .148" DIA. x 2-7/8" (1 Od) GALVANIZED z & (6) 4"STRUCTURAL SCREWS 12 POLE NAILS AND TO 2xl0 HEADER WITH (2) #9 x 1-1/2" T#527 31 7/16" OSB OSB WITH 1-3/4" R.S. COIL NAILS HWH SCREWS & (12) 0.148" DIA.x 1-1/2"TC POSITIVE Q/ I 1 1 2x6 BEV. FASCIA 12" O.C.TOP AND BOTTOM PLACEMENT GUN NAILS. T#144/146 TRIMS 2x6 BLOCK LJLJ 5"O.G. GUTTER z SOFFIT 2xl0 HEADER Q 2x4 SOFFIT SUPPORTS �•••/ USP JH2O JOIST HANGER CIO SOFFIT/HI-RIB CAP 2x10 HEADER (NO. ISYP) PORCH FRAME ATTACHED Z _ + 12 FASTENED W/ (6) 4" BETWEEN COLUMNS STRUCTURAL SCREWS = T#39 COLUMN COVER uj ry 8'-4" 8'-11, L i GRADE TO BOTTOM F— � GRADE TO BOTTOM OF PORCH FRAME OF PORCH HEADER E— U J 3-2x6 LAMINATED COLUMN 2 �z E- o FASTEN TOP CHORD OF 2x8 BLOCK WITH 2x6 = oO PORCH FRAME TO BUILDING BACKER (SEE DETAIL) •s (20) 1/4"x 2 1/2" POWER LAG a• WITH (5) 16d R.S. NAILS WASHER HEAD YELLOW ZINC SCREWS 2xl0 NAILER 7 8" 8" . . . . a Z � . . :' 2x8 NAILER TO LAP PORCH TRIM 3 1/2"OFF OF PORCH ' ^ Q FRAME APPROX. 1 1/2" FRAME AFTER FRAME IS v :.•, :: ,r :.:s.;:, NAILED TO BUILDING 6 1 1/2" (SHADED PORTION) �� Z 1 1 1 = N PORCH FRAME ex w MFS PRE-CAST CONCRETE 4'-0" DI ENSION N COLUMN Q e.1 ..' .de 5'-0" 1 1 1 g f' a FASTEN LOWER CHORD OF _J PORCH FRAME TO BUILDING _J a 33"THICK CONCRETE PAD(2500 PSI MINIMUM). WITH 16d R.S. NAILS STAGGERED 'd 32" BELOW BOTTOM OF PRECAST CONCRETE COLUMN PORCH AT 12"O.C. Z a . ° AROUND EXPOSED REBAR CAGE AND 3/4"xl4" HEIGHT 18"0 a° THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. 3 1/2" PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 181I� LOWER COLUMN IN ONE OPERATION. 2x6 BACKER FASTENED WITH OF HIP DRAWN BY.• T. FRASIER ADDITIONAL REBAR CAGE 16d R.S. NAILS @ 6" O.C. i DATE: 9/18/2020 STAGGERED & PORCH SECTION D CHECKED BY.• SJW SCALE: 1/2"= 1'-0" DATE: 9/22/2020 REVISED DA TE.' ---- PORCH FRAME REVISED DATE.• ---- PORCH HIP FRAME — "� REVISED DATE. ---- 4 . &EA AP EACH SIDE OF PORCH HIP FRAME '� REVISED DATE.• ---- ENED WITH (10) 1-1/2" R.S. NAILS FASTEN TRIMMED PORCH HIP H .uITALLV SI�NEDn SEALED BY i FRAME TO BUILDING WITH (5) 4" RCN,AMIN,ZORRIST RRNTED DRIES CONSIDERED DOCUMENT ARE NOT STRUCTURAL SCREWS CONSIDERED SIGNED NATUREAND B t AND THE SIGNATURE o 1 NE BEVEL CUT EDGE OF VERIFIEDONELEGTR PORCH HIP FRAME r�� ►\N J. * co OE-NAIL PORCH HIP FRAME TO PORCH HIP FRAME ATTACHMENT TO BUILDING W COLUMN WITH (1) 4"STRUCTURAL SCREWS EACH SIDE 102832 SS tf , UL Uct 1U10 PORCH HIP FRAME ATTACHMENT TO PORCH CORNER SCALE.'—AS NOTED COLUMN - WITHOUT DIAMOND M HEADER SHEET NO. S7 OF S9 r(-OFFICE. CUTCHOGUE, NY JOB NO. 128-100982 HEADLOK .19"x6.0" FLATHEAD LAG SCREW FLUOROFLEX 1000 HI-RIB STEEL FASTEN PURLINS TOGETHER (ICC-ES REPORT ESR-1078) 2x8 HEADER (NO. 1 SYP) WITH (3) UR R.S. NAILS FASTENED TO COLUMNS W/ SOFFIT (6) 4"STRUCTURAL SCREWS HEADLOK .19"x6.0" FLATHEAD LAG SCREW T#16 GABLE TRIM 2x8 PURLINS @ 22" O.C. (NO. 1 SYP) (ICC-ES REPORT ESR-1078) r- A 10 2x6 FASCIA l I rl N T#194 FASCIA TRIM � Tr Nlll1lll .. 0_ SOFFIT/HI-RIB CAP m FLUOROFLEX 1000 HI-RIB STEEL 2x4 PURLINS @ 22" O.C. HOLD T#167 UP 3/4"ABOVE T#374 2x8 BRIDGING (OFFSET BETWEEN PURLINS AND (2100 MSR SPF) O Z 2' EYEBROW FRAMES @ 2'-0"O.C. 2x6 NAILER BETWEEN END LOCATED AT THE STANDARD TRUSS LOCATION) f-voo' w FASTEN FRAME WITH (4) #9x1 1/2" — _ TRUSS ASSEMBLY Z HWH SCREWS PER 5x5 NAIL PLATE 2x8 STIFFENER CD � O 1 2x8 HEADER BETWEEN END 2x4 LEDGER FASTENED TO TRUSS v 7/16" OSB SHEATHING TRUSS ASSEMBLY W/0.131"x 2 3/4" R.S. GUIJ NAILS v FLUOROFLEX 1000 HI-RIB STEEL 10 @ 6"O.C. STAGGERED (1) LAYER 15# ROOFING FELT 7/16" OSB DRAFT STOP Z 24' - 2x8 (NO.1 SYP) Q� T#528 END RAFTER ASSEMBLY 1 1 1 2x6 BEV. PURLIN 5x5 PLATE 2xl0 HEADER SET BOTTOM OF HEADER 1 1 1 5"O.G. GUTTER 2x8 STIFFENER 8" BELOW TOP OF FRAME 24' 3090 R.C.TRUSS Z 3 3/8" 2x4 TRLSS TIES / r T#144 &T#146 SOFFIT 2x6 DIAGONAL BRACING FASTENED m FASCIA TRIMS TO UPRIGHT W/(4) 1 bd R.S. NAILS co 1 T-5 5/8" SOFFIT/HI-RIB CAP D Z GRADE TO BOTTOM FLUOROFLEX 1000 HI-RIB STEEL FRAMING CLIP EACH SIDE OF BRACE OF 2x6 BEV. FASCIA WITH (5) #9xl-1/2" HWH SCREWS INTO 2'-0"STEEL STRAP W/ w TRUSS AND BRACE (10 TOTAL PER V FRAMING CLIP) (8) 1 1/2" R.S. NAILS z W .` � U °J Q W ; Y O 2x6 NAILER Z O U � 2x8 HEADER �/ o ° STIFFENER Om o°, 7 °° • L O ° y � W � Lu W a. � N 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) 1 1 1 g BEND OUT 900 & FASTEN EACH WITH (4)#9xl 1/2" HWH SCREWS AS SHOWN —� _1 EYEBROW OVERHANG FRAME �' Q Z o° oo . °m . 0 STIFFENER DRAWN BY.• T. FRASIER 2x10 HEADER DATE: 9/18/2020 2x8 UPRIGHT CHECKED BY: SJW EYEBROW ATTACHMENT DETAIL �EVISED DATE: 9/22/2020 SCALE: 1"= l'-0" REVISED DA TE: ---- 2x6 NAILER REVISED DATE. ---- 2x8 BLOCK REVISED DATE.• ----(3) 2x10 HEADERS (NO. 1 SYP) HEADER FASTENING SCHEDULE .IGITALLY SIGNED 11 St ALEO BY HEADER JAMB BENJAMIN J 20GRIST.PRINTED MEMBER UPRIGHT COLUMN OPIESOF THIS DOCUMENT ARE NO 9 CONSIDERED SIGNED ANDS AND THE SIGNATURE 2x2 BLOCK O.H.D. EA. 2x10 6 4 1 VERIFIEDONELECTR Pw0 NEW,,, O T#151 ALUMASEAL �� !'"xN J. Z 'P P 0 T#154 T#153 I. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS 2x3 JAMB (BEYOND; REQUIRED PER CONNECTION. r BOTTOM 2' TREATED) 8'-3" 2. PRE-DRILL HEADERS AS REQUIREDctz TO PREVENT SPLITTING. tv 3-2x8 FULL HEIGHT JAMB COLUMN (BEYOND) GRADE TO BOTTOM 3. IF NUMBER OF SCREWS REQUIRED FOR 2J, OF 2x8 BLOCK HEADER TO JAh1B COLUMN CONNECTION (A 102832 2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, piQ�FEss BOTTOM 2'TREATED) THE EXCESS SCREWS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. (/ OZ 61ce.2020 OHD HEADER/SPAN BAY/2'-0" EYEBROW SECTION E SCALE. AS NOTED SCALE: 1" = l'-0" SHEET NO. _j S8 OF S9 rO':FFF/ICE*- CUTCHOGUE, NY JOB NO. 128-100982 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d o GUN NAILS. NAILED 3"O.C. r w m 2x8 PURLIN O Z LAMINATED COLUMN 2x4xl2" BLOCK Q/ Z OVERHANG FRAME ( O (v^ a. V 2x4 NAILERS 7 7/16"OSB Q� 2x8 BRIDGING LAMINATED COLUMN 1 1 1 OSB SHEARWALL DETAIL w z 2x4 BRIDGING SCALE: 1/2"= l'-0" ry "� m .. `> SADDLE BLOCK TRIMMED m 3-2x8 LAMINATED COLUMN (•(J . a Z LOWER CHORD OF W END RAFTER ASSEMBLY ( 1 %0 Q Lu J SIDEWALL SECTION F SCALE: 1"= 1'-0" - - - - - - - - - - - - - - - - - - � O 7/16"OSB U 0/ o O m 2x6 NAILERS - - - - - - - - - - - - - - - - - - 2x6 VERTICAL BLOCKS@ z O 2x8 PURLIN • — — — — — — — — — — — — — — — — — —I' COLUMN BETWEEN NAILERS 2x4 PURLINZZ— — — — — — — — — — — — — — — — — — ' cf> Z LJLJ = w --- - - - - - - - - - - - - - - - - - PERIMETER OF OSB SHEETS a- - - - = - - - = - - - = —'— = = NAILED W/1-3/4" RING SHANK Q vi COIL GUN NAILS SPACED 3"O.C. 1 1 1 g — — — — — — — — — — — — — — — — — —J O EXTRA NAILERS ADDED — — — — — — — — — — — — — — — Z O BETWEENSTD. NAILERS (MAX. SPACE TO BE 24") OSB NAILED TO INTERMEDIATE - - - - - - - - - - - - - - - - - - SUPPORTS W/1-3/4" RING SHANK 24' 3090 R.C.TRUSS — — - - — — - - — — - - - - COIL GUN NAILS SPACED 6" O.C. 0 DRAWN BY.• T. FRASIER ----- — - - - - - - - - - - - - - - -. DATE. 9/18/2020 CHECKED B Y: SJ W (2) 1/2"x5 1/2" M. BOLTS & LAMINATED COLUMN DATE.• 9/22/2020 (4) 4"STRUCTURAL SCREWS - - - - - - - - - - - - - - - - - . REVISED DATE --- 3-2x8 LAMINATED COLUMN REVISED DATE. ---- REVISED DA TE• ---- - - _ - - - - _ _ - - _ _ — REVISEDDATE.• ---- 5/4x6 NAILER I— — — — —I (IF PROTECTIVE LINER SIDEWALL SECTION G - - - - - - - - - - - - - IS INCLUDED) �IiALLY EIONED fl SEALED BY BEWAMIN,ZOBRIET PRINTED • • • • • • • • • • ORIES OF THIS DOCUMENT ARE NOT SCALE: 1"= V-0" 2x8 TREATED BASEBOARD DONSIDERESI SNATUREN05 ANFIEDON ELECTRE \ OF NEW y VERIFIED ON EIECTR I" 'T,C COLUMN MFS AST CONCRETE ��P J. 4, 4, Cc 102832� '1 �FESSIQ 7/ 16" OSB SHEARWALL ELEVATION o7 572olo SCALE: 1/2"= V-0" SCALE:AS NOTED SHEET NO. 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