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HomeMy WebLinkAbout43974-Z ;;�suFFo� Town of Southold 12/29/2021 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42655 Date: 12/29/2021 THIS CERTIFIES that the building COMMERCIAL Location of Property: 41535 Route 25, Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2019 pursuant to which Building Permit No. 43974 dated 7/16/2019 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: commercial storage building as applied for. The certificate is issued to Berry&Berry LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CIO-15-0011 11/24/2021 ELECTRICAL CERTIFICATE NO. 43974 8/5/2021 PLUMBERS CERTIFICATION DATED 11/3/2021 Ge e Berry it? ri Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT s' 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#: 43974 Date: 7/16/2019 Permission is hereby granted to: Berry & Berry LLC PO BOX 845 Southold, NY 11971 To: construct a commercial storage building as applied for per SCHD and Southold Town Planning Board approvals. At premises located at: 41535 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-13 Pursuant to application dated 6/21/2019 and approved by the Building Inspector. To expire on 1/14/2021. Fees: CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,097.20 Total: $2,147.20 i Building Inspector 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 9,19S7)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. 15.00Date. — New Construction: Old or Pre-existing Building: (check one) Location of Property: q �,� House No. Street Hamlet Owner or-Owners of Property: 13en-fY' Gc^I_L-� — Suffolk County Tax Map No 1000, Section 076- Block d�'S' Lot 04 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ad App ica t Sign"e o�aoFsoUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117G @ sean.deviin(M-town.southold.n us Southold,NY 119711-0959 .c� � a0 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Berry & Berry LLC Address: 41535 Route 25 city,Peconic st: NY zip: 11958 Building Permit#: 43974 Section: 75 Block: 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 35 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 1x2'LED 6 Emergency Fixtures Time Clocks 1 Disconnect Switches 21 4'LED 7 Exit Fixtures 4 Pump Other Equipment: 200A 42 Circuit Panel - 16 Used Notes: New Shop Inspector Signature: Date: August 5, 2021 S.Devlin-Cert Electrical Compliance Form v Town Hail Annex V C Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , O Southold,NY 11971-0959 ® ECF BUILDING DEPARTMENT A NOV ZO27 Fr TOWN OF SOUTHOLD BUILDING DEP? TOWN OF SOUW1 TOLD I I I CERTIFICATION I Date: �3 Building Permit No. Zj Owner: OCI('(`� s (Please print) Plumber:C fez) ref.— a. 2C�/ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers i ature) Sworn to before me this day of_ � 20_Z( VICKI'C•BERRY Notary. Public-State of New York Notary Public, County No :01 BE6070081 Q!j fifiedin Suffolk Co my Commission.Expires —) 6 4_� OE SOGTy� UNTI,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ _fd�iiloi AV& � S7 • DATE INSPECTOR zf SO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 'I FOUNDATION 1ST 4""ROUGH PL13G. b r-O Ik/VV' 0 UNDATION 2ND INSULATIOWCAULKING FRAMING—LS—I TRAPPING FINAL & CHIMNEY SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION . FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL-(FINAL) CODE VIOLATION PRE C/O REMARKS: oz DATE INSPECTOR ho�a0FS0UlyOlo * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7/1] 1NSIULATIOWCAULKING I [ ] FOUNDATION 1 ST UGH PLBG. ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4') 1/-Vku 0-k Cb RmILIW6, �OoVvA� Ug6Vok"�► AO� Qe___z % P 01, DATE INSPECTOR %f so y10 Hp # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: DATE � INSPECTOR �- 3 7 �aOE SOGT,yo # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm��'` 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLBG. [ ]' FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONCOA [ ] PRE C/O REMARKS: (D 9&6 G DATE a� ��' INSPECTOR # #Itf so L4 e:5 of q 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ._ . . .1_NSPECTI0-N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE z& [ ] FIRESAFETYINSPECTION; [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION Or] PRE C/O REMARKS: DATE INSPECTOR �.- " 43q- r-?Lf OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexOF SOI, P.O.Box 1179 54375 State Route 25 O�� /y�l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) h O Southold,NY � � Telephone: 631765-1938 www.southoldtownny.gov 00> OUNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2021 Mr. George Berry Berry & Berry, LLC P.O. Box 845 - Southold, NY 11971 Re: Approved Site Plan for Berry & Berry 41535 NYS Rt. 25, ±500's/w/o Rt. 25 & Peconic Lane, Peconic SCTM#1000-75-5-13 Dear Mr. Berry: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 26, 2021 and discussion at their September 13, 2021 work session. The site is now in conformance with the Approved Site Plan entitled "Berry & Berry LLC", prepared by James Deerkoski, P.E. dated March 3, 2015 and last revised February 25, 2015; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully D D ROVE�� Donald J. Wilcenski Chairman SEP 1 5 2021 cc: Michael Verity, Chief Building Inspector 'BUMDING DEPT. Michael Collins, Town Engineer TOWN OF 5OIT HOLD FIELD INSPECTION REPORT DATE COMME TS `o la e, oh 1 FOUNDATION(IST) r ------------------------------------ C FOUNDATION(2ND) z l v�+� o �. ROUGH FRAMING& PLUMBING �y ' N A r INSULATION PER N.Y. H STATE ENERGY CODE M� M DRIA, PIP- FINAL ko- FWADDITIONAL COMMENTS -1--15-1 � (V+AD v 5IJ 2 . � • � `r '7-1-aD incfr , N,r\ 4eL �-o m ?-f ego t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 7 oard of Health SOUTHOLD,NY 11971 �4ets of Building Plans . (� TEL: (631) 765-1802 Planning Board approval Z/ FAX: (631) 765-9502 L Survey Southoldtownny.gov PERMIT NO. [ Check Septic Form N-Y-S-H-E.C. Z.O. plication rmit• Examined 20 Woe Ceparate Truss Identification Form Storm-Water Assessment Form ( / Contact: �t S e_ G Approved 120_t Mail to: }►.0 Sex /,Vg zf Disapproved a/c S0,( � AJ �l�jcjM�Z, Phone: Expiration 120 D ._ I D Bui or APPLICATION FOR BUILDING PERMIT JUN 21 2019 Date (f� , 20% pq 1;,D11gC3'DMINSTRUCTIONS ,STN OF SIJ'>i�.�.�?1.,1~r : . .• .: .:. a. his 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 ofbuildings 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 ameridments.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. ign ure of app cant r name, if a corporation) f ox lfg y S6L,:6XD1d' A1.X //F-7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder n Eoyl e-C Name of owner of premises ,��•r�'y --Fe—y-ry L L� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (1 ame and title.o•f 'officez) Builders License Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichroposed work will be done: - zld,&r Rp/ 2 5 deco y 1'r— House Number Street Hamlet County Tax Map No. 1000 Section 0 76_� Block D Lot 6 d 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S"--O ra q (!L P'cy l -}- ts' Y1M 3 G'fti2 r 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolitiony Other Work (Description) 4. Estimated Cost 45-0) DCS D 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. to-rz?4 C� 7. Dimensions of existing structures, if any: Front Rear Depth Height EEE;;9K" Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Sfories'= ` I 8. Dimensions of entire new construction: Front �D ! Rear yD & r ` Depth Height / / ew's Number of Stories 9. Size of lot: Front /06) " Rear Z00 Depth .20- 10. 20-10. Date of Purchase 411, 011 Name of Former Owner fXppl- 25 PGS r�/ 11. Zone or use district in which premises are situated 0201 m a-mi a) S 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO k-- 13. Will lot be re-graded? YES NO !/Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Grp e T BG+'ry dress PD fox 101 Sot*Aeohon �}No. /ei3/ 70-511 Name of Architect3me5 N �o aur Address3oy�zn� (,r1,/ori''60MoirNo Name of Contractor PeeoniL gu b,�+t !L&A w,4Address 2ysv.6.dP,o� ia.,,ePhoneNo. G� / ? � -2ISP / 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 BE 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 OF ) geocqe- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CoNNIE D.BUNCH (S)He is the �Lr��l,y— notState of Ne w York (Contractor,Agent, Corporate Officer,etc.) No.O;B ObVtly tMY t�ual'�ied= rites ACO 14, of said owner or owners, and is duly authorized to perform or have performed thef. ITRObl l! 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 t before me this. day of -)V4V .20.. r. Notary Public gnature plicant A' ' OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF S0 P.O.Box 1179 54375 State Route 25 ��� yQIO Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY � � Telephone: 631 765-1938 www.southoldtownny.gov �O • aQ �yc4UNTY,� PLANNING BOARD OFFICE TOWN OF.SOUTHOLD June 4, 2019 a�, . %-. JUN - 72019 Mr. George Berry _ �- Berry & Berry, LLC P.O. Box 845 Southold, NY 11971 Re: Approval - Proposed Site Plan for Berry & Berry 41535 NYS Rt. 25, ±500's/w/o Rt. 25 & Peconic Lane, Peconic SCTM#1000-75-5-13 Zoning District: B - General Business Dear Mr. Berry: The following resolutions were adopted at a meeting of the Southold Town Planning Board-on Monday, June 3, 2019: WHEREAS, this proposed Site Plan Application is to convert an existing 1,096 sq. ft. dwelling to a business office and construct a 64' x 40' (2,560 sq. ft.) four bay storage garage pursuant to ZBA File #6818 on 20,419 sq. ft. (0.47 acres) in the General Business (B) Zoning District, Peconic; and WHEREAS, on November 17, 2014, Patricia Moore, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on December 10, 2014, Patricia Moore, authorized agent, submitted additional materials and information for review; and WHEREAS, on January 12, 2015, the Planning Board found the application incomplete for review and required certain information to be submitted; and WHEREAS, on February 24, 2015, the Zoning Board of Appeals (ZBA) granted a front yard area variance under file #6818 for the proposed application; and Berry & Berry Page.2 June 4, 2019 WHEREAS, on March 19, 2015, Patricia Moore, authorized agent; submitted materials and information required for review; and WHEREAS, on April 6, 2015, the Planning Board found the application incomplete for review until the site plans provided were stamped by a NYS licensed professional as required; and WHEREAS, on May 4, 2015, the Planning Board accepted the application as complete for review; and WHEREAS, on May 4, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on May 11, 2015, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on May 13, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 14, 2015, the Southold Town Engineer reviewed the proposed project and provided certain recommendations that were incorporated into the site plan to ensure all drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on May 29, 2015, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 1, 2015, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 1, 2015,. a Public Hearing was held and closed;, and WHEREAS, on June 9, 2015,the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on June 30, 2015,. Patricia Moore, authorized agent, submitted building materials and information required for review; and Berry & Berry Page 3 June 4, 2019 WHEREAS, at their Work Session, held on July 6, 2015, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations were met with exception of approval from the Suffolk County Department of Health Services (SCDHS),-approval for a highway work permit from the New York State Department of Environmental Conservation (NYSDEC) and the submission of final site plans; and - WHEREAS, on July 6, 2015, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 8, 2015, Patricia Moore, authorized agent, submitted a revised photometric plan for review as required; and WHEREAS, on July 27, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed contractors business as a permitted use in the General Business (B) Zoning District pursuant to ZBA file #6818; and WHEREAS, on October 31, 2017, Patricia Moore, authorized agent, submitted the Suffolk County Department of Health Services (SCDHS) approval for the subject parcel reference #C10-15-0011 for"Multiple Uses (per plan)" @ 272 gallons per day; and WHEREAS, on May 14, 2019, Patricia Moore, authorized agent, submitted highway work permit#20181049885 issued by the NYSDOT for the subject parcel; and WHEREAS, on June 3, 2019, the Southold Town Planning Board determined that all, applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants approval for the site plan entitled "Berry & Berry LLC', prepared by James Deerkoski, P.E. dated March 3, 2015 and last revised February 25, 2015 and authorizes the Chairman to endorse the Site Plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the dight source is not visible from adjacent properties and roadways and shall focus and direct the. light in such a manner as to contain Berry & Berry L Page 4 June 4, 2019 the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a Final Site Inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your.records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Stormwater Manager, with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. �2 r . Print name: t4 , Applicant/ gent Signature: Date: 7 ` � State of New York PERM 42(09/09) Department of Transportation Highway Work Permit ~' Permit No.: 20181049885 R.. . Date Issued: 12/28/2018 Project ID No.: J Expiration Date: 06/30/2019 ..- p *Permittee 1: *Permittee 2: BERRY&BERRY,LLC(GEORGE BERRY OR PECONIC AND PLUMBING AND HEATING WALTER BERRY) CONTRACTING LLC P.O.BOX 845345 WILLOW POND LANE SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 Emergency Contact: GEORGE PATRICIA C. g y BERRY Emergency Contact: MOORE Emergency Number: 631-445- 8 cY 5229 Emergency Number: 631-765-4330 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: PECONIC PLUMBING&HEATING CONTRACTING LLC BERRY&BERRY LLC(GEAORGE BERRY&WALTER BERRY).41535 NY 25 MAIN ROAD PECONIC TOWN OF SOUTHOLD,NY 25 BETW WEN MILE MARKER 1590&1591,SCTM#1000-07500-0500- 013000.PROVIDE A CONCRETE APRON AT THE EXISTING ENTRANCE TO THE PROPERTY.ALL WORK ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE APPLICANT TO COMPLETE,SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE WWW.DOT.GOV FOR REFERENCED FORMS.THIS HWP 15 ONLY VALID WITH CURRENT INSURANCE COVERING NYS. THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS ll STANDARDS AND A HARD HAT. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041590 25 07041591 as set forth and represented in the attached application at the particular location or areas,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIE Dated at: Hauppauge Date Signed: 12/28/2018 Commissioner of Transportation By: M. V" ye.dran IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Kevin Matthaei,Ass't Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER http://prodas l.nysdot.private:7785/pls/apex30/f?p=227:2501:101246834223860l::NO:RP... 12/28/2018 BUILDING DEPARTMENT- Electrical Inspector ��S�Ff✓3�rY�O G� TOWN OF SOUTHOLD " Town Hall Annex - 54375 Main Road - PO Box 1179 I - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 JUN 2 OT. rogerr southoldtownnY qov seand�'southoldtownnV qov T N ,xr APPLICATION FOR ELECTRICAL INSPECTION .`ELECTRICIAN INFORMATION (All information Required) Date:_ Company Name: Name: t t"" per License No_: email,_6<5 - �7� __.__. .S�' l� .. C� _ . Address: 1 CI, M.5 - nd oczu-'o . d 1 l _4_ ; Phone No.: f (vS A6 Yl - `JOB SITE INFORMATION (All Information Required) Name: e_f K7 � . �, 7. �� - - - ` ri Address: �� ._ Ata� Cross Street:. : % r'1 cd 12_v1 =- -- Phone No.: Bidg.Permit#: 41_$ j email: Pe °c��l Tax Map District: , 1000 Section; Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) � Circle All That Apply: Is job ready for inspection?: YES 1(jZ2 Rough In Final Do you need a Temp Certificate?: OD/ NO Issued On, Temp Information: (All information required) Service Size 1 P 3 Ph Size: _0 O A #Meters, ` Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected -- Underground -,Overhead # U,nderground Laterals 1 2 H Frame _Po! Work done on Service? Y N Additional Information_ - PAYMENT_DUE-WITH APPLICATION_ CC)�q Request for Inspection Form.As /�/N/'P (�� ' \ ^ BUILDING DEPARTMENT- Electrical Inspector �yQ t TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, N,ew York 11971-0959 �, �► - Telephone (631.) 765-1802 - FAX (631) 765-902 y - ro era'( southoldtownn}� ov seanAn;utholdtQwnn av` JUN AP3NFOR ELECTRICAL INSPECTION a� "i zr c - _.: rr -- 4 Date-. C� . ;ELECTRICIAN INFORMATION (ail information Required) - - 111 C:ompany Name: � S t - - .. - _ _ Name Vie ... w2 ta - - — - - _ email: �7 License ,No r. - Address. - -- --- JO$ SITE IFOIMAT10°14 (Ail Information Required) dt (f Name _ - ._ Address: A zia Cross Street..:_._._ :f t� ? -- - - y ' Phone No.: emailcxir, � ` Bldg.Permit#' 7 -- Blocic Lot _ - Taxs#r (1� t: ?rlct: -.. 1000 Secttan _ BRIEF DESCRIPTION OF WORK.(Please Print Clearly) _ ro Circle All That Apply: Final n?: - YES ! Rough In is job ready for Inspectoo. Do you need a Temp Certificate?: NO Issued On -Temp InfdrmOdt. AI[in. ation eequlred� Service Size 3 Ph A #Meters- Service Metier# : ew Service Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead N _ f�ddltional tnforrnationr_ �. - .- - -= aI'IIIT(=I APPLICATION... ---=_- = - Request for Inspection Form.Xi PERMIT# Address: Switches Outlets GFI's Surface Sconces `NH's brr, UC Lis Fans Fridge HW Eft aust 1 Oven, Dryer Smokes r DW Service 1 Carbon Mkc o . Generator 2 CooktoTransfer Carnbo.l P AC - AH`. mini Special: Comments: � � � �� ` iz d : yo 5 7 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # 8fZ- Date f �G 7 2020 Customer Name fJ )QQ.f `-0' ✓ L G G Electrician Name . - d- Address ? Phone e-mail -C e-mail Phone license# SIT. Siie_ZAg__A Phase Overhead Underground #of Meters Remarks- Car #of Underground Laterals . 1 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service? .Y/N Flood Reconnect Old Meter# Service Reconnectedr;.- Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete;the town will conduct a premises inspection of the service equipment. This verification is valid for 90 hys from the date above. ti Authorized by Town Hall Annex y �+ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 i P.O.Box 1179 Southold,NY 11971-0959 t BUILDING-DEPARTMEN:T:_ XOTICE.101F....UTILIZATION-OF-TRUSS TYPE!C.ONSTRUCTION. PRE�ENGINEEREM .WOOD GONSTRUCTION:ANDf+iJR TIMBER�C.ONS.TRUGTION:� i Date;.._ Owner Owner:__.. e_r ry �►- .cr. -V Location of Property. __ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be-constructed or performed at the subject property reference above will utilize (check applicable line): . Truss type construction (TT) Pre-engineered wood construction (PW) e Timber construction (TC) in the following location(s) (check applicable line):" Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:; Name (person submitting this form): . or .e...... Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 !7 - — 6D.IAIItIETR :REFLECTIVE WHITE s REFLECTIVE RED.- z PANTONE #187 .z �i r i t ' ' t ' : r, f i i li r f n : H 1/291 STRi E' The construction type des[gnation shall be qjp ccll;»� 44IIX", calV"or 66V75 to indicate the construction classification of the structure under bESI�1OM' ; ' S'TRC'1" i4L section 602 of the MMYS CO PONENTS THAT ARE DF TRU T1',''PE PONS'TRU'CTI�'°N R itF7! FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ,•.:'fir � ROOF FRAMING V '1 FLOOR ANEY. ROOF..........FRAMING ............ ........... r STANDARDS AND CODES' ............ o��OF SO�lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT October 26, 2021 TOWN OF SOUTHOLD Berry && Berry LLC PO BOX 845 Southold, NY 11971 RE: Provide building department with an interior floor plan. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Renewal fee of$150.00. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) X Placard VF X Final Energy Calculations. X Smoke and Carbon Monoxide detectors as per code. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43974-Z Storage Building 1LL. 'ti • �?` e.4 ,c,Y. t r �. _ * ;.. � r y:^,�7.�.�� ��'*,y.��,[-a�, '�.,C^^� �gt'.5`�'� ��' -�\, hrt D-A-K ASSOCIATES, LLc u ti� r f G residential&commercial design•engineering ocoruulfing '� Y, � . _ 3. -•'-` L""��� wry .'��*"�'�Y��i` :� tka v 506 Main Street .., ���1 � phone: 1631)767 6071 ',sem Y Westhampton Beach,New York 11918 fax: (631 466-3354 E-Mail: CNm8888@aol.com t T i u,.-•aa t !'4tiz w t;y..� ( � ., Deerkoskr Arm&Kehl Associates LLC o forme Eost End Design Associates,LLC E:.a� OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed ` T to others or used in connection with any work w r" or project other than for which they have been prepared without written consent. PROJECT: PROPERTY INFORMATION: OWNERS INFORMATION: OWNERS CONTACT INFORMATION: BERRY & BERRY & BERRY LLC. GEORGE & WALTER BERRY SOUTHOLD, NY 11777 BERRY & BERRY LLC. BERRY PO BOX 845 L SCTM# 1000-075-05-013 SOUTHOLD, NY 11971 PHONE # (631) 765-2193 SITE AREA = 0.471 ACRES (20,438 sq. ft.) EXISTING PROPERTY ZONED, GENERAL BUSINESS (B) 41535 RT. 25, MAIN ROAD SCHOOL DISTRICT #10 PECONIC, NEW YORK FIRE DISTRICT #31 ADJACENT OWNERS INFORMATION: EAST PROPERTY NORTH PROPERTY: WORK NOTES: CHARLES SLAMA TOWN OF SOUTHOLD 45 PRINCE'S PINE ROAD ANIMAL SHELTER NORWALK, CONN, 06850 SCTM# 1000-75-05-14.1 j= SCTM# 1000-75-05-12 L WEST PROPERTY: �? TOWN OF SOUTHOLD POLICE DEPARTMENT 41405 RTE. 25 W W I PECONIC, NY 11958 SCTM# 1000-75-05-14.1 ta, O w B a� p DISTRICT w GENERAL BUISNESS �z LOT SIZE (square feet 30,000 rs LOT WIDTH- feet 150 T DEPTH f 150 REVISIONS: F FRONT YARD. (feet) VARIABLE2 01-09-15 SIDE YARD (feet) 02-25-15 50 BOTH SIDE YARD (feet) rJ� p LANDSCAPE ®�REAR YARD fppt) 171 r BLI11 DING HEIGHT (feet) 52:1 1 NUMBER OF STORIES 2 REFER TO APPROPIATE ZONE ORDINANCE �� w LOT .COVERAGE: �� SANITARY: KEY MAP: D y"t''?N" 'i";..-.:.,e...-„�,7n�1R_.,ian'•r'1 -.Y / //` ���_ /.��•� � :gY/�i� f', SOU TH OL GENERAL NOTES: P ? - j.: •/,,. .:r, . :�- `T 0 sa Pcs 1 I ING GARA A t ?F ( J OOW EX ST GE ND SHED 1S TO BE REMOVED . ..�-' N / THUJA GREEN GIANT - '"kms t:-'i,.. '' /.:•' I PLANTED s-o TALL OR CERTIFIED LD DESIGN SYSTEMS SHALL BE ABANDONED AND FILLED IN t r. t ��i` i "'�•q � -� I` '' ,;y.J: '' r SITE PLAIN OF PROPERTY FE. = TO BE IN COMPIANCE WITH THE SCDHS WASTEWATER r�.4.1 -''�"' F 1' �=• ' FENCE }, f. (I LL'H ': _ _.', �i ,. KEHL DESIGN ASSOCIATES LLC o.s'N CHAIN LII MANGEMENT MANGEMENT REGULATIONS. �_�' I t x 100-00, ✓`--AX I V ' `" resldenh°I& corn e76 l design consulting SITUATED AT FENCE ---X X 3, ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. :'..... ''� g R T FE. N48'4000"E GHAT"LINK 4. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED WITH e.`" I ,;,''.",,:A:.:.''•• ".': , __d .�Y),1 •I `. 5 l b 1 . 5 1.s'w CHAIN L oa �: ^ , .kl. :sad = �k_v t Vii. .r,t PO.Box 1615 hone: 631 43 4 415 3 o.s's INK FENCE OFFICE ABOVE, `° i ;✓.' � , c rw r-,;,�:� �; t °° "' 5. EXISTING 1 STORY BUILDING TO BE RENOVATED INTO OFFICE (� :r..;a t -, rt,. P I I 1 90E ,ASPHALT �` '`w{`a" 2 I 'i:,;•'`;;:; ;.�"' ,t° �.; g .<'' - - `j"�"t' SDufho!d,New York 11971 n x rw- co 'FR"�w''A "At'N „eP,`�" l SPACE WITH -�'� ''t•I sd'" ` ';'i...,r.'' P P e c a n NY- 11958 -----1 _ ARTA A W �„,� a• ��1 . ,�-+,,1.,t �, \•.-• '. E-Mail: ssbn6S4�.o tonline.nel SD z DRY STORAGE ABOVE r `y: ,, 'y" '"r �. .1 7Sy. 1, Kehl Design „ o' ...1 Z I -- _--'_-_____ � � ',' Ey.. "'• +' �i �. •,i 9 Asso ' t s.LIC lamer) .N -- - ------(�--__- :T, r ;_J >; .�^^' <.,rr~.�,t I v D A r;As ociates.LLC LIX r)n/l, � .t•'S:< .•['':,,•:•. , ;i ,�`:- y UJ w ' ' �- ar i F� }...; f'.," .j , ti' @ j 'C , ..r�'; • p e OWN & UaE OF DOCUG,4 "fig I :1 Q 5 Jae' a r:f' `/'tit:.:,i"'. •v'. t.; -L I ERSHIP ENTS: TOWN OF SOUTHOLD °�-, Yx I I -MIN ASPHALT a i SID ri / �,;,;:.,, �., IThese drawings and specifications including the COUNT Y NEW YORK z ASPHALT 10 x 5. l � - SUFFOLK <x 1 �� _k. usE R L. = a r. ` "jj,�ti"' c�@��c+ !' dens, design and arrangements represented 1 o X Eqr B NON-MEDICAL A FF ` - � l'' .*! 1',irt 1fiS, ..�•f -�Q'�- "' 1 therein, are the properly of KEHL DESIGN ED C L 0 ICE `': ASSOCIATES,v I v N �. �. ' - ES, LLC. No port thereof shall be 05-013 o 1000on 075 J, /�Jy� TAX N�. I b 3 J� +,'tt~ X,`'1 •r' Pir'L<+rr ".'I-_ 1r copied, disclosed to others or use S.C. I ts'xas' `�� DRY STORAGE / NON-MEDICAL :;';1-�, - >r. -, �(:'+"''= -ss - "� ' din ' BERTH b j �':^ rj:- y _ �.� ;• .tf with any work or project other than for 7f _ I I o a SK' lt' - ..r L'i,��..._,: �!C:'t,'_..-; t 'k:,,' -o*--- they titch I IS.A�:'., �•'.'1 !,�, .% ;''f- ".,,�+': ,; ey have been prepared without written SCALE 1 =20 P 25.i' `` '- ,t :;=a`: r'•:"`° r4; .'< _ consent. I 34.6' ( 0 ) .'�.:-.,I.y':.:-.'-- .- 7.. w .V!> `1 <'f:C �\I FEBURARY 10, 2015 x ' res F 40 cn xa (PROP.) "1� "rt�::.,w-�(c;. :'J..-..,ai").u�+a,2n:}, i;�t•L,'�a:� '+.t ti ,:+r. Ifo'Mip. W ALLOWABLE SANITARY FLOW (DENSITY: PROJECT: Ito' MM� t CRASS--// RAss cri GROUNDWATER MANAGEMENT ZONE IV PROPERTY INFORMATION; SITE PLAN DRAWN ON FEBURARY H, 2015 Zx i W ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER OWNERS INFORMATION OWNERS CONTACT INFORMATION' BERRY MARCH 7�0, 2075 (DDT. INFO) �x 2�8 o ACRE _As HgLT_ BERRY & BERRY LLC. GEORGE & WALTER BERRY SOUTHOLD, NY 11777 BERRY & BERRY LLC. µ`O, m 600 GPD / ACRE x .471 ACRES = 282.6 GPD ALLOWABLE PO BOX 845 ' �o"N�,aL 6+f-�3 GRASS SCTM# 1000-075-05-013 SOUTHOLD, NY 11971 �aRY LLC . to'MI PHONE # (631) 765-2193 ° -x J, ' { SITE AREA = 0.471 ACRES (20,438 sq, ft.) ��' r Suter l.ine(s) ST g � �' �., c oo � � - - 0{!( COU @�f15 x SIHALTAREA A" ^ CROWN o SEWAGE DISPOSAL DESIGN CALCULATIONS: Call Deft Of �+?7a- EA ? . :� o o N Z < f �. �" 682-5700 �`� z p w I EXISTING PROPERTY ZONED, GENERAL BUSINESS (B) X4'1535 R7: 25;-MAIN ROAD x .T16'-2Ye TO , 48 }oU� �n D 5'MIN. r Q Water LineO , .JT BA InS EG '�� ThC SCHOOL DISTRICT #10 - J >; Y p .r F'ECONI�, NEW YORK wf r�ulo InSPOI �' 0!L TANK i A �x�'I-�S '. '� QI COU= �/ `�'�t. Of He i p SOUTH BUILDING: FIRE DISTRICT } 31 ��`l7r,c ., \ REMOVED '= -%TO BE '•7- CuN 852 48 Hours In .Imin3 �• +' . ,Vry !\\ ,1w� NON-MEDICAL OFFICE: FIRST FLOOR 1096 sq, ft @ .06 GPD. = 65.76 GPD. ADJACENT OWNERS INFORMATION' �'dt�.••T ;,;.� `GRASS To . _oA+l.J L .,• r i ,+.r... Gara e to hC-'�� 0 ' � 'W+{ � a I >�f?"". '?"1(�. ` DRY STORAGE: SECOND FLOOR 539 sq ft 04 GPD. = 21 .56 GPD. NOTES: TEST HOLE DATA Itcmnvcd TE I TOTAL REQUIRED FLOW FOR SOUTH BUILDING = 87,32 GPD. EAST PROPERTY NORTH PROPERTY: �.✓ MCDONALD GEOSCIENCE x 1-9 ' -I hP;�i'o'MIN L• i = CHARLES SLAMA TOWN OF SOUTHOLD 06/16/14 DTJMPSTPR D 45 PRINCE'S PINE ROAD � �CC I 10 " �8x6� s tof ANIMAL SHELTER EL. 16.1' MIXED SAND, LOAM, GRA 1/EL C < x vt l AREA (7 D NORTH BUILDING: NORWALK, CONN. 06850 SCTM# 1000-75-OS-14.1 Acceptance of these drawings does 16 / n 7� • not authorize the right to build z ''� f, ' • 6'CHAIN LINK FENCE ` Z LJ J w \' SCTM 1000-75-05-12 0.5, m W x h', No ,F IAS WITH PRIVACY SLOTS I ;,r 1 - # -1 DRY STORAGE AREA: FIRST FLOOR 2560 sq, ft © .04 GPD 102.4 GPJ, without the authorization of loco) 1 A DRY STORAGE AREA: SECOND FLOOR 2058 sq. ft ,04 GPD, = 82.32 GF.U� WEST PROPERTY governing a encies, such as C O tI •Pv ?3. 'r;}, c Z U g •' J TOTAL REQUIRED FLOW FOR NORTH BUILDING = 184.72 G"D. TOWN OF SOUTHOLD POLICE DEPARTMENT Suffolk County Dept. of Health BROWN SILT (ML) L' ? qsa z D Z -� Y x �'/r :"' �� SPH - 41405 RTE. 25 Z LT Y Services, Town Building Departments, 3' = I ,t D " ��J Z 41405 C NY 1 1 M Cn AREA B ` - J COMBINED TOTAL REQUIRED FLOW IN GPD, FOR NORTH 958 O Zx kr ,IS, 10x6 lo' FR SHED = f4_ ,,,N a fel r DEC, FEMA, NYSDOT, etc. BROWN AND PALE FINE " 1 a S =g�'N 1/L To BE = D C� AND SOUTH BUILDING 7 SCTM# 1000-75-05-14,1 I REMOVED ITl = 272,04 GF D. Verify all conditions, codes, and TO COARSE SAND (SW) C 1Ox 6k =• ?!y o w I o- requirements with such w D = Y ,a'MI". " 4' a 6 . R g fTl I Z DISTRICT B agencies prior, to consrLrction. EL. 2.4' 13.7' z +� z GENERAL BUISNESS ` s ', sx NIr ? Q�� a SEPTIC TANK REQUIRED FOR NORTH BUILDING' Z cw,nR " y , s� H� 16 -I 184.72 GPD (USE MIN, SYSTEM) x 2 DAYS = 369.44 GALLONS LOT SIZE s uare feet 30,000 ° WATEF? !N PALE BROWN, FINE < " ,LXXX ?` to, "' °' ' A RD COARSE SAND (SW) " I r 6'I4-10x6`h 4 ,� PROVIDE A 1200 GAL SEPTIC TANK LOT WIDTH feet 150 o x 70' MIN. Shutoff; r S'MIN. CHAIN LINK FENCE 17' /o/ valve 150 g F . A M " 11.8, m N T P f REVISIONS: NOTE: wATER ENCOUNTERED 13.7' BELOW SURFACE Co 0.8' 0NC. A N t`� CD (1 8' DIA. x 5' DIA ROUND SEPTIC TANKFRONT YARD (fnet) VARIABLE 2 pt-�5-16 9-16 31.7' LAe o - 4' LIQUID DEPTH X 300 GALLONS PER FOOT = 1200 GALLONS 25 AS HIGH AS TO BE EXPECTED ` z 1z.4' _ ID YARD feet .r r' AWL I (jl. i O.Q�• vl O PAC >. 'NDN L BOTH SIDE YARD (feet) The location of public water, wells and cesspools shown hereon are �. from field observations onld or from dato obtained from others. N ? ` n otf 10.3' ` ACE $g� t MIN y� U T_t� LEACHING POOLS REQUIRED; REAP- YARD (feet) 35 o PROPO D N v �stiTt' Buil n s 184.72 GPD / 1 .5 = 123.15 SQ/FT / 25.0 VERTICAL FT. = 4.93 VERTICAL FT. IAND.SCAPF AREA 35 0 25'Gat RP w 1sYFlAor.�lo MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. Box 0ffi = R1 III DJNG HFIGHI_(feet) 35 r o'-tvQST p'1--51,'aQ� 300 SQ.FT. / (8' DIA. LEACHING POOL) 25.00 SQ.FT / VERTICAL FT = NUMBER OF STORIES _ • nA l or r1i St ra to'M'" O'XJ;L-tr e3� 12.0 VERTICAL FT. REQUIRED OR z /� REFER TO APPROPIATE ZONE ORDINANCE 4r1 ; '% A S /1 5'MIN. 12. 31.6' SYSTEM TO BE USED IS 2 8 DIA. X 6 EFF, DEEP LEACHING POOLS r` t2.s SON .� s o O LOT COVERAGE, � � U ��„ o ;ASPH oQ �! g a' ° 'O'MN' 'op_M m BUILDING = ft. NORTHERN2560 sq. ' � SOUTHERN BUILDING = 1096 s ft. S y z g D n f 3j o I f- !0 8 x 6 zx° D 486.5 n f O �7 ` 1'-B+,I�• 20'M S'MIN. S q. -'1 '• li Z \\ m a �D 10,-J 1 b" •• 'WALK. o 1 D s MI"Jj� AY Z� SEPTIC TANK REQUIRED FOR SOUTH BUILDING, TOTAL LOT SIZE: ,4687 ACRES (20,418.67 sq. ft.) DRAWING TITLE: F- D ] / n oq SIGN I 87.32 GPD (USE MIN. SYSTEM) x 2 DAYS 174.64 GALLONS r,-I Z w w LIGHT ` 9 `r MIN. REQUIREMENTS: PROVIDE A 1200 GAL SEPTIC TANK TOTAL ALLOWABLE LOT COVERAGE: 6125.598 sq/ft (30% TOTAL LOT `1 `- x m r CROWN M„ z - CALIBER EL. 15. I v � ... � � COVERAGE ALLOWED) , (1) 8'-0" DIA, x 5'-0" ROUND SEPTIC TANK LOT COVERAGE: 3656 sq. ft. or 17,90% (30% allowable) r, EL a 9 40'0 "W CONC. SIDEWALK 100.00 UTILITY - (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS ' . a: S POLE HARDSCAPE AREA: 9245.67 sq.ft r' SCDHS U LITY EDGE OF PAVEMENT CATCH BASIN LANDSCAPE AREA: 7517 sq. ft. or 36.81% (35% required) SITE PLAN LE HYDRANT LEACHING POOLS REQUIRED: EDGE OF PAVEMENT 87.32 GPD / 1,5 = 58.21 SQ/FT / 25 VERTICAL FT. = 2.33 VERTICAL FT. PARKING CRITERIA: ' D CONTRACTORS BUISNESS AND YARD SHOULDER 0 MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. 1 SPACE FOR EACH EMPLOYEE, PLUS 2 SPACES N /-� • souD WHITE LINE � /\ I EL. 14.9 300 SQ.FT. / (8' DIA, LEACHING POOL) 25 SQ,FT PER VERTICAL FT = CATCH BASIN /�,\ EL- 14.9 DOUBLE YEL W 12 VERTICAL FT, REQUIRED 6 EMPLOYEE'S \ PLUS 2 SPACES = 6 SPACES 2 5 1 - 2 SPACES SEL. 13.7 R / SYSTEM TO BE USED IS (2) 8' DIA. X 6' EFF DEEP LEACHING POOL TOTAL LOT PARKING SPACES REQUIRED = 8 sET; +s5uL0 FOR: DATE: Suffolk County Depatttxlent of R.Alth SCCVt0e8 CENTER LINE OF PAVEMENT ( S. Approval for Construction-Other Tlmn Sfngle Family \ PARKING SPACES PROVIDED 8 EXTERIOR � �+ HANDICAP SPACES PROVIDED 1 F.eferemceI�o.CLo_«"�� rIIIFlow?J soup WHITE LINE TOTAL SPACES PROVIDED = 9 UTILITY t POLE EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND FILLED IN DRAINAGE & ROOF RUNOFF NOTE: usz(s) � Ii.�L1-11-PI EDGE OF PAVEMENT OR CERTIFIED THAT THEY MEET SCDHS WASTEWATER MANGEMENT REQUIREMENTS. 1 hese plans have bee reviewed for gene conformance with Su alk County Depatrtment of.Health Services standards,relating to water supply UTILITY ROADLINE PARKING LOT DRAINAGE & ROOF RUNOFF DRAINAGE FOR and sewage c$isposal. Regardless of any omissions.ineonsistences or lack POLE NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC HE NORTHERN BUILDING ARE ALL INTER-CONNECTED TO _ `.��fdetail,_colnstruction is required to be in accordance with the attached ALLOW FOR BETTER DRAINAGE IN THE PARKING AREA. SEAL: - - - fxrmit condiltions and applicable standard unless specifically wa1-t� �y --- �- L ARE PIPED TOGETHER TO INSURE ADEQUATE SEPTIC DETAILS AND NOTES: the 17epartm'ent. This approval res 3 years from the approval date, tinlessextcrxNedorrenewed. CONTAINMENT OF RUN-OFF, ��OF NEW ROUND SEPTIC TANK DRAINAGE & ROOF RUNOFF: ��P�S�. DE,19 RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1,0 U� ^� �' N.T.S. 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. r- A ,xovsll ite Re'C'�GL'et V-0" DEEP POOL x 6' DIA. = 22,3 cu.ft. per vertical ft, m � UJ 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. V-0" DEEP POOL x 10' DIA` = 68.4 cu.ft. per vertical ft. 0725 ELEV. ARE BASED ON 5QUTH BUILDING ROOF - Front Roof = 452 scl/ft Rear Roof = 644 sq/ft ROFESS0% O O Front Roof = .166667 x (452)(1.0) DETAIL OF CONSTRUCTION TEST HOLE ELEVATION = 75.33 cu ft / 12.58 cu ft / Vertical ft - 5.99 Vertical feet 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. (1) 4' DIA, x 6'-0" DEEP POOL IN FRONT YARD = 75.48 cu.ft 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. 2' MAX CHIMNEY Rear Roof = ,166667 x (644)(1.0) DAT L: 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. 2.5' MAX FROM TOP HEAVYmUTY CAST IRON FRAME STORM DRAINS ARE TO BE CROSS-CONNECTED ON THE _= 107.33 Cut. / 22,3 cu ft / Vertical ft = 4.81 vertical feet SEPT. 28, 2014 4) USE FIVE (2) 8FT, DIAMETER, 6FT. -!IGHI PRECAST CONCRETE LEACHING RINGS OF SLAB TO GRADE AND U(CKING COVER TO GRADE NORTHERN END OF THE NORTHERN BUILDING AS NOTED ON PLAN. t 6' DIA, x 5'-0" DEEP POOL IN REAR YARD = 111.5 cu.ft PROJECT No: F.A.V. SPACED BFT. APART. HEAVY DUTY CAST IRON FRAME 5) USE 4 INCH DIAMETER, APPROVED SDR 35 SEWER PIPE THROUGHOUT. ANISHED GRADE AND LOCKING COVER TO GRADE - -201 4 HEAVY DUTY CAST IRON FRAME 6) THE WASTEUNE FROM THE SEPTIC TANK SHOULD ENTER THE LEECHING POOL AS I A 6.0 _ AN KING COVER TO GRADE FINISHED GRADE -o.s' STORM DRAINS ARE TO BE CROSS CONNECTED ON THE NORTH BUILDING ROOF = 2560 sq. ft. DRAWN BY: .166667 x (2559.94)(1.0) BDK CHECKED BY; s" TRAFFIC BEARING SLAB ' 25' CHIMNEY INLET LINE SOUTHERN END OF THE NORTHERN BUILDING AS NOTED ON PLAN. - 426,67 / 68.4 cu.ft. = 6.24 vertical feet HIGH AS POSSIBLE. i 24" 1' MIN.M x 24" LOCATE DROP "T" 2.5• I MIN. 4" DIA '0• 1''MIN. 7) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. I MIN. 2' C.I. PIPE 2' MAX. UNDER ACCESS MAX. (2) 10' DIA. x 4' DEEP POOLS REQUIRED 9) SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. THRu WALL TOP - OPENING FOR PITCHSDR3PVC PIPE z' MAX. 1 + 6„ MAINTENANCE PITCHED 1/8" SHEET NUMBER: 10) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. N _I 12" -11 1 PER FOOT MIN. traffic cover (1) 10' DIA. x 5' DEEP POOL USED ON NORTH END OF ROOF AND I IE. 14.08 INLET IE. 13.83' 6' 6" Oo Oo ❑a (1) 10' DIA. x 6' DEEP POOL USED ON THE SOUTH END OF ROOF C.I. HOUSE TRAP OUTLET MIN. 4" DIA IE. 13.33' MIN. 4" DIA. 10.7' IE. 13.23' o ITI --_- HOUSE TRAP WITH CLEANOUT MIN. 4" DIA SDR35 PVC I� IS" SDR35 PVC MAx' J El °F) J PIT SDR35 PVC PIPE PITCHED PIPE PITCHED o ©� o WITH ROUG MIN. PIPE PITCHED B„ N N ASPHALT AREA "A" = 3,884,3 s ft, C.I.THROUGH 1/4" PER FOOT 1/8" FT. q• 1 4 PER FOOT 4' EFFECTIVET v) ' MIN. MIN. N FOUNDATION. / " DEPTH 0 6' ffFECTIVE 0 = 6476387 x 6834 8cu.ft(1=0)9.46 vertical feet -^ FLOW LINE DEFT'H 5 / O_ a 6' MIN. PENETRATION I SP- r .- �-+t. �4"MIN. - 8'-0" DIA. �2� 10' DIA x 5' DEEP POOLS REc�UIRED AND USED o ,t may,,,, IN A VIRGIN STRATA OF Uv1i0r Line(s) PJ4t1JT Be In�pecd BY I1!`: SAND AND GRAVEL o t Su ra!k County Dept, Of Health S�rvit s. B'-o'DIAMETER I ASPHALT AREA "B" = 5471.02 sq. ft. C5 c� f EL. 7.2' = ,166667 x (5,471.02)(1.0) _ " Ca!I 852-5700, 48 Hours In F�d'rant;e, 3 FT. MI�. ABOVE GROUND WATER = 911.84 / 68.4 cu,ft. = 13.33 vertical feet o d L fV \\\ a C To �7Lii;J' � iii "J.iy��. BACKFILL MATERIAL TO (2) l0' DIA. X 7' DEEP POOLS REQUIRED BE CILEAN NOTE: U�1 SAND, ANID GRAVEL. SITE PLAN DISCLOSURE: WATER ENCOUNTERED 1J.7' THEREFORE: 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL LEACHING POLL DETAIL BELOW SURFACE AT EL. 2.4' SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY 1/2 NORTH BUILDING ROOF + ASPHALT "B" _ �---- �- �B NUMBER: N.T.S. AS HIGH A5 TO BE EXPECTED PECONIC SURVEYORS P.C. LAND SURVEYOR, N.Y.S. LIC. NO 49618 A TOTAL OF 10' DIA. x 16.45 VERTICAL FEET REQUIRED 1 OF 1 N.T.S. A TOTAL OF 10' DIA, X 18 VERTICAL FEET IS PROVIDED LAND SURVEYOR, SURVEY DATED MARCH 10, 2015 (DOT. INFO) 0 KEIIL•DESIGN•nSSOCInTESLLC. ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: SANITARY: KEY MAP: SITE PLAN OF PROPERTY ADA NOTES AND SPECIFICATIONS SITE DESCRIPTION TI THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND 4� SITUATED AT GENERAL NOTES: RAMPS ARE TO CONFORM TO ICC/ANSI A117.1-1998 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: 1. EXISTING GARAGE AND SHED IS TO BE REMOVED 41535 RT.25P 2. OLD SEPTIC SYSTEMS SHALL BE ABANDONED AND FILLED IN A I, q�il, ADA PARKING NOTES (1) CLEARING OF SITE IN AREA OF CONSTRUCTION. OR CERTIFIED All ,I D ASSOCIATES L Peconic, NY. 11958 -A-K AS LC ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND (2) REMOVAL OF EXISTING STRUCTURES THAT LOCATED IN THE CONSTRUCTION SITE. TO BE IN COMPIANCE WITH THE SCDHS WASTEWATER idential&commercial design•engineering consulting IDENTIFIED BY ADA PROPER SIGNAGE (3) REMOVAL OLD SEPTIC TANK AND REPLACED WITH A NEW 1200 GAL. SEPTIC TANK, MANGEMENT REGULATIONS. 16" TOWN OF SOUTHOLD (4) INSTALLATION OF NEW SEPTIC SYSTEM FOR STORAGE AREA AND OFFICES. 3. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. 4`� -77 PROVIDE SMOOTH 12" FIBERBOARD (5) CONSTRUCTION OF NEW BUILDINGS 4. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED WITH It i �1. I .'', 4 t Al 506 Main Street -6071 SUFFOLK COUNTY, NEW YORK TRANSITION EXPANSION JOINT (6) CONSTRUCTION OF PARKING AREA OFFICE ABOVE. �A �'_- ,i - phone: 1631)767 7�7 Westhorrplon Beach,New York 11978 fox: 16311466-3354 1000-075-05-013 S.C. TAX No. WITH NO LIP (7) CONSTRUCTION OF STORM DRAINAGE COLLECTION AND RETENTION SYSTEMS TO 5. EXISTING 11 STORY BUILDING TO BE RENOVATED INTO OFFICE 2 -Moil: CArm8888@ool.com SPACE WITH E SCALE 1 "=20' RAMP AT 1: 12 RECHARGE THE RUNOFF FROM A 2" RAINFALL. --0 TRUNCATED DOME MAX. SLOPE DRY STORAGE ABOVE Deerkoski,Arm&KehlAssociates,LLC*formerly East End Design Associates,LLC FEBURARY 10, 2015 DETECTABLE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES r), OWNERSHIP USE OF DOCUMENTS: RAMP MIN. WIDTH 5-0" IN SITE PLAN DRAWN ON FEBURARY 18, 2015 WARNING 4F k Q, F , Q0 MAX. SLOPE ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTYAND LOCAL CODES, 1: 10 1 These drawings and specifications including the ideas, design and arrangements represented THUJA GREEN GIANT (54 PCS.) therein, are the property of D.A.K. ASSOCIATES, USE 4'-0"-5'-D" TALL 06Y 511; 1, LLC. No part thereof shall be copied, disclosed PLANTED 5'-O'oc. GENERAL SEQUENCE OF SITE ACTIVITIES: S ROAD NON-MEDICAL OFFICE j." to others or used in connection with any work j or project other than for which they have been F SOUT14OLD AC CE DRY STORAGE NON-MEDICAL 0,81N CHAIN LINK FENCE (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE prepared without written consent. .0 -A- 4" MIN. COMPACTED TOWN 0 �0_j 0 SITE TO PROVIDE EROSION CONTROL. V'�&-_77r GRAVEL BASE 4d lelf-IAINLINK FENCE (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED FROM SITE IN AN PROJECT: (54 PCS.) FE. N 48 6 x 6 WWM A T MID DEPTH ALLOWABLE SANITARY FLOW (DENSITY): THUJA GREEN GIANT 0.5'S CHAIN LINK EXPEDITIOUS MANNER GROUNDWATER MANAGEMENT ZONE IV PROPERTY INFORMATION: 4'-0"-5'-0" TALL 1.5-W (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE PLANTED 5'-O"oc F ASPHALT ADA RAMP DETAIL ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER OWNERS INFORMATION: OWNERS CONTACT INFORMATION: BERRY X (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND ACRE BERRY & BERRY LLC. GEORGE & WALTER BERRY AREA"All LIP N.T.S. COVERED WITH TARPS TO PREVENT RUNOFF. ------ SOUTHOLD, NY 11777 BERRY & BERRY LLC, X W 600 GPD ACRE x .471 ACRES 282.6 GPD ALLOWABLE CURB & PAVEMENT DETAIL: (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS PO BOX845 - P -:-: G , I-S SOUTHOLD, NY 11971 ■ '10 z IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED SCTM# 1000-075-05-013 ASPHALTW 6 BERRY LLC YX AND TO INSURE MAXIMUM CONTAINMENT. PHONE # (631) 765-2193 R= 1 1/2" a FINISH z SITE AREA 0.471 ACRES (20,438 sq. ft.) (6) INSTALLATION OF ANY UTILITIES REQUIRED. 01 zi!X GRADE Zuc! (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT AS"LT fir, SEWAGE DISPOSAL DESIGN CALCULATIONS: TIT -2" WEARING EXISTING PROPERTY ZONED, GENERAL BUSINESS (B) 41535 RT. 25, MAIN ROAD 15'X45' ('.0[JR. RUNOFF AND STORM DRAIN CONTAMINATION. BERTH I I R.. (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. SCHOOL DISTRICT #10 PECONIC, NEW YORK (54 PCS.) - HOP) 251' ..A. . THUJA GREEN GIANT 34.6 - I 1�" (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. SOUTH BUILDING: FIRE DISTRICT #31 4'-O"_5'_0" TALL 0. (PROP.) A PLANTED 5'-O"oc. I EP (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 6" STABILIZED 1 LAN NON-MEDICAL OFFICE: FIRST FLOOR 1096 sq, ft @ .06 GPD. = 65.76 GPD. ADJACENT OWNERS INFORMATION: GRASS-,/ (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE P SOIL BASE (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. DRY STORAGE: SECOND FLOOR 539 sq. ft @ .04 GPD. = 21 .56 GPDlCJ , TOTAL REQUIRED FLOW FOR SOUTH BUILDING EAST PROPERTY NORTH PROPERTY: WORK NOTES: AND AND = 87.32 GPD, CHARLES SLAMA TOWN OF SOUTHOLD ASP�ALT GRAVEL BASE ANIMAL SHELTER 45 PRINCE'S PINE ROAD LIP', NORTH BUILDING: NORWALK, CONN. 06850 SCTM# 1000-75-05-14.1 O Vii; 81 6 GRASS GENERAL POLLUTION CONTROL MEASURES: SCTM# 1000-75-05-12 E DRY STORAGE AREA: FIRST FLOOR 2560 sq. ft @ .04 GPD = 102.4 GPD. 5t C, > CURB PAVEMENT DETAIL DRY STORAGE AREA: SECOND FLOOR 2058 sq, ft @ .04 GPD. 82.32 GPD. WEST PROPERTY: 0 CROWN 3- 411" 71 ASPHALT AREA"A" TOWN OF SOUTHOLD POLICE DEPARTMENT a 0 ASPHALT ARE 'B' N.T.S. AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION TOTAL REQUIRED FLOW FOR NORTH BUILDING 184.72 GPD. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT 41405 RTE. 25 TEST HOLE: N.T.S. PECONIC, NY 11958 U_ CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE COMBINED TOTAL REQUIRED FLOW IN GPD. FOR NORTH a) SCTM# 1000-75-05-14.1 AND SOUTH BUILDING 6L �X TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. 272.04 GPD. OIL TANK �;,� TO -- BE z REMOVED BORING DONE ON 06/16/14 rag ' (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE B ow O a X ` Ga e�tobe *" DISTRICT 1 ••:GRASS PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS GENERAL BUISNESS Z F RCM6ved T 0 Cn 0 TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. SEPTIC TANK REQUIRED FOR NORTH BUILDING: MIXED SAND, LOAM, GRAVEL LOT SIZE (square feet) 30,000 Dui 0 5 (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A 184.72 GPD (USE MIN. SYSTEM) x 2 DAYS 369.44 GALLONS � MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE PROVIDE A 1200 GAL SEPTIC TANK 0 0 1.4 . ' LOT WIDTH (feet) 15 - 241 AREA VCHAIN LINK FENCE BROWN SILT ML EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE LOT DEPTH (feet) 150--- REVISIONS: WITH PRIVACY SLOTS SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL (1) 8' DIA. x 5' DIA ROUND SEPTIC TANK 2 01-09-15 1" Wr . 3' FRONT YARD (feet) VARIABLE -25-15 Uj CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) 1200 GALLONS SIDE YARD (feet) 25 02 z U_ ASPHALT CONSERVATION SERVICE RECOMMENDATION), O z HALT 6 �ASPHALL42-110 BOTH SIDE YARD (feet) 50 K < AJ�EA"B" LP�"' - (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS REAR YARD (feet) 35 0 -0 , --------------FR.SHED BROWN AND PALE FINE TO COARSE SAND SW MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING POOLS REQUIRED: < 6 � , -n --- TO BE I C) IANDSCAPF AREA (%) 35 REMOVED Uj z DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 184.72 GPD 1.5 = 123.15 SQ/FT 25.0 VERTICAL FT. = 4.93 VERTICAL FT. 510' Z GROUND COVER. I OT 30 X6?� QVFRArF u 3.7' (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA 300 SQ.FT, IGHi (fppt)' 35 1, (D R1111 DING ±iE ASPHALT'" RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE 300 SQ.FT. / (8' DIA. LEACHING POOL) 25.00 SQ.FT VERTICAL FT g8�,j V fa WATER IN PALE BROWN FINE TO COARSE SAND SW NUMBER OF STORIES 12.0 VERTICAL FT. REQUIRED OR SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 2 X E-4 16 17' REFER TO APPROPIATE ZONE ORDINANCE THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. �D 13U CIO COMMENTS: WATER ENCOUNTERED AT 13.7' BELOW SURFACE (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO SYSTEM TO BE USED IS (2) 8' DIA. X 6' EFF. DEEP LEACHING POOLS LOT COVERAGE: O HYDRAING ENCE F T LEACHING BASIN DETAIL: PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO NORTHERN BUILDING = 2560 sq. ft. 0.8' 11 C REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND :U 2" WEAR COURSE TO BE PITCHED OR COVERED WITH A MIN, OF 6" OF BUXUS SOUTHERN BUILDING = 1096 sq. ft. 31.7' an arden ALL PARKING HAS BEEN EITHER PAVED -1 TOWARDS DRAIN COVER. CRUSHED STONE. 6X, Liz AZALEA TRAFFIC COVER SEPTIC TANK REQUIRED FOR SOUTH BUILDING: DRAWING TITLE: 0 DO (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL TOTAL LOT SIZE: .4687 ACRES (20,418.67 sq. ft.) PISS CAST IRON FRAME & GRATE REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE 87.32 GPD (USE MIN. SYSTEM) x 2 DAYS = 174.64 GALLONS TOTAL ALLOWABLE LOT COVERAGE: 6125.598 sq/ft (30% TOTAL LOT 10�3' 0 1 U) L, I------ MIN. REQUIREMENTS: PROVIDE A 1200 GAL SEPTIC TANK a, ICoverage T' CAMPBELL FOUNDRY PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND COVERAGE ALLOWED) 251 Lot Aot SCREENING. uxus Office=1096 Sq/Ft s Existing Building, (8) ALL EROSION CONTROL AND SEDIMENT BARRIER-) ARE TO REMAIN IN PLACE UNTIL (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) 1200 GALLONS (54 PCs.) ;03 MINIMUM 1' MINIMUM ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY HARDSCAPE AREA: 9245.67 sq.ft SITE PLAN THUJA GREEN GIANT STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. 4'-O"-5'-0j TALL 91' 3: 12.6 LANDSCAPE AREA: 7517 sq. ft. or 36.81% (357. required) I Z-1 BuXu 10' DIAMETW (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE. DUST DURING THE CONSTRUCTION. (1) 8'-0" DIA. x 5'-0" ROUND SEPTIC TANK LOT COVERAGE: 3656 sq. ft. or 17.907. (,30% allowable) (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN DD 000 PLANTED 5'tO"oc, Q, 11� .1 11 am /RAN�� ..6 Ird LEACHING POOLS REQUIRED: 12.6* ASPH I HYDRANGEA . . . . . ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY 87 PARKING CRITERIA: 0 .32 GPD / 1.5 = 58.21 SQ/FT 25 VERTICAL FT. 2.33 VERTICAL FT. ) ._9 ALEA AFTER HEAVY STORMS AND CONSTRUCTION BEING' PERFORMED IN AREAS OF EROSION I� C AZAL (1) PC'S ZELKOVA� CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF CONTRACTORS BUISNESS AND YARD dr 0 1 I t -0 wo I)STO X COLL! 2.5-3.0" CALIBER. MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. 0 SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND 1 SPACE FOR EACH EMPLOYEE, PLUS 2 SPACES U Ll . WARY � .4.1 0 H 1 IREGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. 300 SQ.FT. / (8' DIA. LEACHING POOL) 25 SQ.FT PER VERTICAL FT woo SIGN IN 12 VERTICAL FT, REQUIRED COLUM GIN I HT OR (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO R, TEE BOY' M) EL. _j 11❑H BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE EMPLOYEE'S 6 SPACES SET: ISSUED FOR: DATE: TO BE CROWN GardenDrsi 159 6 REMOVED [110 1 PROPERTY IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION SYSTEM TO BE USED IS (1) 8' DIA. X 12' EFF. DEEP LEACHING POOL PLUS 2 SPACES 2 SPACES CONC. SIDEWALK ----- I TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH TOTAL LOT PARKING SPACES REQUIRED 8 EL. .9 10().0 --- UTILITY OR CONTINUOUSLY. S 4 4 W POLE OR > I PARKING SPACES PROVIDED 8 EXTERIOR 010 1 THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF HANDICAP SPACES PROVIDED = 1 PAVETOTAL SPACES PROVIDED = 9 UTILITY EDGE OF P 0 R THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION EXISTING LEACHING POOL OR SEPTIC TANK TO BE ABANDONED AND FILLED IN POLE HYDRANT REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO OR CERTIFIED THAT THEY MEET SCDHS WASTEWATER MANGEMENT REQUIREMENTS. THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL SAND / QRAVEL DRAINAGE & ROOF RUNOFF NOTE: IV- L MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY NO WELLS LOCATED WITHIN 150' FROM ANY DRAINAGE OR SEPTIC SEAL: N, CONIC q EL. 14.9 DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE PARKING LOT DRAINAGE & ROOF RUNOFF DRAINAGE FOR 'MAIN ROAD RTE. 25 PE 3' 0" TO GROUND WATER ENGINEER AND APPROVED PRIOR TO INACTING ANY CdANGES TO THIS DOCUMENT. BUILDING & SECURITY LIGHTING: THE NORTHERN BUILDING ARE ALL INTER-CONNECTED TO NEW 2 5 LEACHING BASIN DETAIL ALLOW FOR BETTER DRAINAGE IN THE PARKING AREA. CL EL, 13.7 C S. R . N.T.S. D.A.K. ASSOCIATES LLC. AND ITS ALL POOLS ARE PIPED TOGETHER TO INSURE ADEQUATE 0 MEMBERS ARE NOT RESPONSIBLE FOR SAFETY CONTAINMENT OF RUN-OFF. 44ii, &-,* AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. SIGN DETAIL: SEPTIC DETAIL: ROUND SEPTIC TANK THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN DRAINAGE & ROOF RUNOFF: 0 N.T.S. BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. SIGN LIGHTING: RAB GN1LED13NRACW LED INFO: DRIVER INFO: NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON RUN OFF FACTORS ASPHALT 1.0 ROOF 1.0FO ADJUSTABLE 45 DEGREE SWIVEL JOINT WATTS: 13W TYPE: CONSTANT CURRENT THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL V-10" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. AROFE0 SUPERIOR HEAT SINK COLOR TEMP: 4000K (NEUTRAL) 120V: 0.3A REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO V-10" DEEP POOL x 8' DIA. 42.25 cu.ft. per vertical ft. V-0" DEEP POOL x 10' DIA. 68.4 cu.ft. per vertical ft. DIE-CAST ALUMINUM HOUSING COLOR ACCURACY: 87 CRI 208V: O.3A LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN ---------- 5 YEAR LED WARRENTY L70 LIFESPAN: 100,000 240V: 0.3A PERMIT) SOUTH BUILDING ROOF =1,096 sq. ft, JAMES DEERK SKI, PE. COLOR BLACK LM79 LUMENS: 388 277V: 0.15A ELEV. ARE BASED ON = .166667 x (1,096)(1.0) EFFICACY: 25 LPW INPUT WATTS: 15W TEST HOLE ELEVATION = 182.667 cu. ft, / 22.3 cu. ft. Vertical ft = 8.19 Vertical feet Professional gineer EFFICIENCY: 85% CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED DATE: FIXTURES, FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS (2) 6' DIA. x 4'-6" DEEP POOLS REQUIRED = 9.0 Vertical Feet SEPT. 28, 2014 (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING PROJECT NO: 7'-6- RAB LIGHTING DURING HOURS OF OPERATION AND WILL BE ON A TIMER, NORTH BUILDING ROOF = 2560 sq. ft. 972-2014 RAB LIGHTING SIGN TO BE CONSTRUCTED GNlLED13NRACBCAST IRON FRAME AND COVER TO GRADE = .166667 x (2559.94)(1.0) DRAWN BY: GNILED13NRACW - F.A.V. 6' 426.67 / 68.4 cu.ft. = 6.24 vertical feet BDK EQUAL TO PROVIDE A FINISHED GRADE--\ LOCKING CASTING TO GRADE CHECKED BY: MAINTENANCE FREE SIGN 'F Ft F +4"- GRADE ELEV. 0.0 //-LOCKING CASTING TO GRADE (2) 10' DIA. x 4' DEEP POOLS REQUIRED JJD INLETNE FINISHED GRADE -0.5 ---- SHEET NUMBER: CHIMNEY MIN. 4 DIA 24'-' 1, MIN. 24" LOCATE DROP 'T" 240(0 PILE OR ASPHALT AREA "A" 3,884.3 sq. ft. MAX. 20�_ mil WOOD SIGN WITH 8" TRAFFIC BEARING SLAB 2' UNDER ACCESS EQUI111 NIT I' MI 3"TOP TOP 11 OPENING FOR PITCHED 1/811 2'j MAX .166667 x (3,884,3)(1.0) PAINTED WHITE MIN IE 1.33' MAINTENANCE PER r MIN. traffic cover 9.46 vertical feet 7 4 6" 647.38 68.4 cu.ft. 12" INLET IE. -2.0' 6" Peconic Plumbing 4 MIN. DIA i E. -2.5' MIN. 4" DIA. APPROVED 10.7 Ell P _L_ HOUSE 2400 PIPE OR MIN. 4" DIAVC 4 1 IE. -239' (2) 10 DIA. x 5' DEEP POOLS REQUIRED Heating 11 D.ARVE13.1G. TRAP EQUIVALENT 2400 PIPE OR 14" 18" PIPE PITCHED 1/8" FT. m X. _j WITH RAISED LETTERS PITCHED 1/4- EQUIVALENT _L_I • 5 0 7 -5- oo PER FOOT PITCHED 1/4" 8" 1 V) V) ASPHALT AREA "B" 5471.02 sq. ft, - Contracting LLC PER FOOT 4' EFFECTIVE F (0) V MI; -W MIN. Ln = .166667 x (5,471.02)(1.0) DEPTH 6' EFFECTIVE 0 0 0 Parking Lot Drainage System FLOW LINE 5; DEPTH > = 911.84 / 68.4 cu.ft. = 13.33 vertical feet -2193 Of 10 3,___-STREET NUMBER SP- I (631)765 5 Li a- (2) 10' DIA. x 7' DEEP POOLS REQUIRED DIA. --WOOD SIGNWITH 4"MIN. -0.1 0 3 2 015 2"SIDE FRAME BOTTOM PAINTED WHITE 8'-0"DIAMETER I Roof Run-off Drainage System j_2,_10 110 POST WRAPPED WITH AZEK MATERIAL OR EQUAL I FT. MI I N. ABOVE GROUND WATER PAINTED WHITE BACKFILL MATERIAl TO SITE PLAN DISCLOSURE: DOB NUMBER: BE CLEAN SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC SURVEYORS P.C. LAND SURVEYOR, N,Y.S. LIC. NO 49618 SAND, AND GRAVEL. 6' MIN. PENETRATION 1 OF 1 IN A 1 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL LEACHING POOL DETAIL SANDVIRGIN AND GRAVELSTRATA OF LAND SURVEYOR. SURVEY DATED FEBURARY 10, 2015 OD-A-K ASSOCIATES, LLC N.T.S. N.T.S. RECEIVED SUFF.CO.HEALTH SERVICE �f RAIN RUNOFF CONTAINMENT: SURVEY OF Pj&fikl ' EWATER MG . PROP. STORAGE BARN: 2560 Sq. Ft. F) , F; A T SD UTHOLD 2560 x 0.17 x 1 435.2 Cu.Ft. Provide 3 DWs. 8'0 x 4 Deep _ DEC 1 4 2021 TO WN OF SO UTHOLD Connected by Gutters do Leaders BU':Lr,ING DIFIT -1) SUFFOLK. COUNTY, N. Y. Tovp l OF SoUT OLD 1000-75-05-13 SCALE: 1'-20' FEBRUARY 10, 2015 MARCH 10, 2015 (DOT. INFO) AUGUST 26, 2021 (FINAL SURVEY) C3 ' �G ' /G� � ® � ��•' '� � tel' '���a O-NIZ, s� �9 '� �r0, ` FG• ,�k x• G°�G��Dc�� � �� 4� �-`. •B.`� C��y.�„>�� C'r`y r`�..��� C�+C,. Ise, 0- AN a / ^ \t EP opo�'F�, 9�a C 9'lr� �� 4��.� � �,,• Lpq 001} 0 oul \ \ LP2 1%1 OLP 1 141 ST O Cy9,\ LP ' G� �F 0CD CB T c SEPTIC SYSTEM 1 9�F,p 0�✓ \ ow J J'�O B A O NAT, S T 48' 26' GAS METER r �� ` ,k• LPI 65 18 r,5 + C; p�G LP2 33' 41' / O SEPTIC SYSTEM 2 5 � ST 21' 28.5' LP 1 18.5' 4J.5' LP2 32.5 24' TEST HOLE DATA McDONALD GEOSC/ENCE 06/16/14 EL 16.1' MIXED SAND, LOAM, GRAVEL G KEY °Jo �pF QBROWN SILT(ML) �G 3. Q = REBAR �J�J , BROWN AND PALE RNE ® WELL Q TO COARSE SAND (SW) ® = STAKE EL 24' 13.7' ® = TEST HOLE WATER IN PALE BROWN RNE ® = PIPE TO COARSE SAND (SW9 ® = MONUMENT 17' NO TE.* WATER ENCOUNTERED 13 7'BELOW SURFACE = UTILITY POLE AS HIGH AS TO BE EXPECTED = HYDRANT = LIGHT POLE = SIGN = HANDICAP PARKING Of-NE W yo SID MEr?Rip F A The location of public water, wells and cesspools shown hereon are from fled observations and or from data obtained from others. N-YS, LIC. N0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V70LATrON N-YS, LIC. NO. 051132-01 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECON ORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FlCATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR 7H/S MAP AND COPIES THEREOF ONLY IF ^^'' . P.O. BOX 909 nn WHOSE SIGNATURE APPEARS HEREON. SAND MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA � L0,�78 SQ . 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 15-103 ARPROVEL-Q nv �-Of 2R DATE:� B.P.#�t-' OCCUPANCY OR 2✓ BY _ NOTIF OiPyG �-PARTMENT AT USE IS UNLAWFUL FOLLOWINGN8ANSPEiOCTIONFOR THE WITHOUT CERTIFICATE .I. FOUNDATION - TWO REQUIRED OF OCCUPANCY FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION , 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE WADER RUNOFF REQUIREMENTS OF THE CODES OF NEIN RETAIN STORM CHAPTER 236 YORK STATE. NOT RESPONSIBLE FOR PURSUANT T� DESIGN OR CONSTRUCTION ERRORS. �F THE TOVJN COBE' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED F S0ta&9 TO-W-N ZBA TOWN PLANNI . S91MQ&T6W STES N.Y.S 64I�' E ---I 8' '�" 8' I—8' _l�8' -I 8' �— 8' I- —8 2-2X10 MSR SYS TRUSS CARRIERS NEW BUILDING SPECIFICATIONS 40' X 64 X 14 5 POST & FRAME BUILDING O -18" X 8" CONCRETE FOOTINGS (GABLES) O -22" X 8" CONCRETE FOOTINGS (SIDEWALLS) (7919 LB CAP; 6720 LB COLUMN WT) _ GABLE POSTS Di 4-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR / N END TO TOP O4-12' X 12' INSULATED STEEL OVERHEAD DOORS O 0 ROOF TRUSS W/WINDOWS F3 8-36' X 44" VINYL THERMALPANE SINGLEHUNG WINDOWS ® -3 PLY 2X6 GLU-LAM POSTS 8' OC.(TYP.) W/POST SAVER POST PROTECTION 2X8 TREATED SKIRT BOARD 0- 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. p 2-2X10 MSR SYP TRUSS CARRIERS @8' SPANS- (HEADER CAPACITY=991 PLF; ROOF LOAD=840 PLF) TRUSS CARRIER TO POST= 1%"X4" GRK STRUCTURAL SCREWS 10 @EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING PRE-ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48" OC, 30-5-5 LOADING 5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (794" OC) N O878 LB UPLIFT; 10-12D FACE NAILS=890 LB (PG. A4.5) 28 O iv GA. G-100 PAINTED STEEL ROOFING & SIDING / 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT&FASCIA PAINTED STEEL 12" VENTED RIDGECAP 2-2X10 MSR SYP TRUSS CARRIERS ❑3 ❑3 ❑3 � -� ' �` s P'p 1" .. :. 8' T 8 T 8 8 6 8 I- -8 8 I _ g ✓y� gra�i qq �.y y•" °°� v FLOOR PLAN SCALE: 9/64" = 1'0" ,a'Pry `ed SS Ili t FLOOR PLAN DRAWN BY: ALS ALL INFORMATION SHOWN O C REVIEW: ON THIS DY OF IS THE James A. Koppenhaver, P.E.' 941i PROPERTY OF SHIRK Z '`� O REVISIONS: POLE BUILDINGS LLD. PECONIC PLUMBING & HEATING ANG A THIS DRAWING MAY NOT 41535 MAIN RD. 304 Logan Ave A <1BE REPRODUCED 1MTHWT Wyomissing PA 19 610 PERMISSION.BUILDER AND P EC O N I C, N 1 ' LLC DATE: 3/18/19 OWNER ARE RESPONSIBLE Email; k0 enhaver e� mail.com TO VERIFY ALL DIMENSIONS koppenhaverpe@gmail.com 9 807 READINGRfOAD FA5TFARI,PA17519 SITE:BERRY BEFORE CONSTRUCTION 717-445-6868 FAX 717-445-3001 t T I 12 28 GA. PAINTED 4 STEEL 1j"X6" HEMMED FASCIA 1 28 GA. PAINTED STEEL 1 WALL PANELS elmaftk�� 36"x 4V 36'x 0' ATTACHED W/ SCREWS,6' 36'x 48' 12'0" x 12'0" 12'0" x 12'0" THERWL PANE TNERNAL PONE THERM PANE THERHAL PANE WINDOW WM00W WIN6pW WINDOW 3'0'z 6'6' YO'z 6'0' r 6'0008 OVERHEAD DOOR OVERHEAD DOOR 6WOR y� BASE ❑�, 0 0 � � 0 0 �❑ ANGLE BACK SIDEWALL LEFT ENDWALL SCALE: 3/32" = 1'0" SCALE: 3/32" = 1'0" 28 GA. PAINTED STEEL 12" RIDGECAP(VENTED) T 28 G PAINTED STEEL IJ UII12 AIMP 4 6" RAKE TRIM 10 SCREWDOWN ROOF 28 GA. PANTED P STEEL DOUBLE ANGLE Z TRIM V 28 GA. 6" 1' PAINTED STEEL CORNER TRIM 1611„I�II 36'z 48' 36'x I6' 36x 48' 12'0" x 12'0" 12'0" X 12'0" THENNW PANE 7HER6LL PANE THERMAL PANE THERMAL PANE 3'0'z 6'6' 3'D'z 6'8' NTNDOW WINDOW 6-PAREL OVERHEAD DOOR OVERHEAD DOOR 6--PANEL TRY DOOR ❑❑ ❑❑ DOOR FRONT SIDEWALL RIGHT ENDWALL SCALE: 3/32" = 1'0" SCALE: 3/32" = 1'O" ®�aay9o0®���'3�7�PaB`�®d9p�ca dt�e ®0%st 40 ELEVATIONS DRANK BY: ALS ALL INFORMATION SHOWN O REVIEW: ON THIS DRAWING IS THE James A. Ko enhaver RE.� �.� ��o 0 PROPERTY POLE INGS LLC.SHIRK PECONIC PLUMBING & HEATINIQ PP z Ip® ®1IN A REVISIONS: THIS DRAWING MAY NOT 304 Logan Ave A . BE REPRODUCED WITHOUT 41535 MAIN RD. PERMISSION.BUILDER AND P E C O N I C N Y Wyomissing, PA 19 610 LLC DATE: 3/18/19 OWNER ARE RESPONSIBLE , Email' ko enhaver e� mail.com H I TO VERIFY ALL DIMENSIONS P P P 9 SITE:BERRY BEFORE CONSTRUCTION 871 READING ROAD FASTEARL5 50019 717-445-6888 FAX 717-445-3001 �- BUILDER 6 NAILS 2X4 ROOF PERUN PAINTED(RIDGECAP 29 GA. PAINTED a K 2�NEATERTTTE ROOF TRUSS PER TRUSS TRU55� STEEL ROOFINGRE TRIM VENTED OR PAINTED SCREWS 28 GA STRUC'fURA1. 2-3,)"X.120 2%4 ROOF SEALTffE PAINTED STEEL C : GALV. NAILS CLOSURE 2X4 GIRT OR PERUN PURLIN WALL POST 2X6 FACE PAINTED n STRIPS24'ON CENTEF2 10"X4"GRK BOARD F CIA x TRUSS STRUCTURAL 2X6 HEADER q 4-34'X.120 NOTCHED SCREWS ; ¢n GALV. NAILS PUCE INTO POS ° METAL SIDING VELDI'WEATERTITE C a 2%4 ROOFS' PAINTED SCREWS OVERHEAD GABLE TR SS ®' V51 PERU S 9'ON CENTER STRUCTURAL DOOR TRIM F&J TRIM z v y ROOFOOF POST OVERHEAD OVERHEAD DOOR SIDING b EATHERSTRIP14 N1 SYP CRK STRUCTURAL s n 12' RIDGE CAP METAL SIDING k ROOF PURLIN OVERHEAD DOOR GABLE OVERHANG m TRUSS SCREW TO POST DETAIL ROOFING FASTENERS FASTENINO DETAIL HEADER DETAIL DETAIL CARRIER FASTENER DETAIL SCALE: 1/2'- 1'0' SCALE: 1/2" 1'0" SCALE: 1/2'= 1'0' SCALE: 1/2'- IV SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0" DESIGN W CD O PAINTED STEEL cl: — (? WALL POST OOFING 19 'p WALL POST 6 NAILS 2X4 ROOF PERLIN DOOR JAMB X. FACE BOARD > _ E GA V.NAILS / 2XPAINTED @ 4 WALL LL PER TRUSS ROOF p ol TR 23"GALVANIZED FASCIA C c Q a DECK SCREWS p 8-34" I ROOF T'O&j Q - o GALV. NAILS PLICE VENTED p O pD s 4 NAILS PER 28 GA.PAINTED STEEL J CHANNEL SOFFIT Y J EACH SIDE TRIMNaTRUSS dd' UD CL CARRIER AL SIDING 0 28 GA. PAINTED STEEL 2X6 TI In n Y ROOFING INSTALLED W/ SIDEWALL GIRT BLOCK TRU55 TO TIE BLOCK ENTRY DOOR 12"EAVE OVERHANG O - \ SCREWS & WASHERS FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL T'p 2X4 BOTTOM CHORD SCALE: 1/2" - 1'0' SCALE: 1/2"- 1'0' SCALE: 1/2' = 1'0" SCALE: 1/2' PERMANENT LATERAL BRACING (SEE TRUSS 2X6 SPF OWN_F� WG FOR SPACING) U 2X4 ROOF FACE BOARD z Q URLINS 24" OC. PAINTED EL Lu = VENTED OFFR2X4 SPF DIAGONAL BRACE C PRE-ENGINEERED ROOF PANELS FROIJ RDGEUNE TO B0TH FAVS Z TRUSSES 48.OC. PAI STEELPRE-ENGINEERED Z - F&J TRIM ROOF TRUSSES Z_ — U 2-2X10 MSR SYP TRUSS CARRIERS 48" OC. m Q M U 3 PLY 2X6 GLU-LAM TRUSS NOTCHED I I Q, r, Q. POSTS B' OC. TYP. {j1 SYP TRUSS CARRIERS INTO POST U r 2X4 SPF SIDEWALL GIRTS 24" OC. �l 7/ 0 W n. WALL BRACING REEMENTS: 28 GA. STRUCTULI RAL STEEL ALL INFORMATION SHOWN WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS B' OC.TYP. ON THIS DRAWING IS THE REGUIREMENTS: OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK 28G4 STRUCTURAL POLE BUILDINGS LLC. STEEL SIDING THIS DRAWING MAY NOT 2X4 SPF WALL GIRTS 24"OC. PANELS INSTALLEE BE REPRODUCED WITHOUT WITH SCREW a1®:At"" dJa; PERMISSION.BUILDER AND GRADE GRADE PRESSURE TREATED ®�®0�5 DOMER AR RESPONSIBLE �c�Od TO'VERIFY ALL DWINSIONS 2X8 PRESSURE TREATED P® BEFORE CONSTRUCTION 5"-4000 PSI SYP SKIRT BOARD SYP GROUND CONTACT O ppGG ° "Qp• �' e GRADE (BOTTOM CONC 2X8 SKIRT BOARD a'��"`C'* ���` OF SKI OARD) OPTIONAL) .�^p.''s� DRAMREMEBY- ALS REVISIONS: 3/4"STONE BAS COMPACTED (OPTIONAL SOIL BACKFILL \\� \\ \ \�\� 3000 PSI•CONCRETE \ ig�, �; m 3000 PSI. CONCRETE FOOTING FOOTING (SEE SIZE / // 3000 PSF SOIL/ / / j ON FLOOR PLAN) (SEE SIZE ON FLOOR PLAN) M /\\ \ \\\ \\/\ \ \ \�\\/J w 'o ,C9 DATE: 3/18/19 SITE:BERRY TYPICAL FRAME ��i:Y�iT� \ /� TYPICAL FRAME /j/�//\\ o��p0'446ho yse® SECTIONS SECTION i i/i SECTION 4 (ENDWALL VIEW) (SIDEWALL VIEW) SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" BUILDER BUILDING DESIGN NOTES AND DETAILSzhdaE A4.1 GRADING &'EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) " FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. d SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS , LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. BUILDING USE= STORAGE A4.2 FOOTINGS Sl STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP AT zu EXPOSURE CATEGORY= C •� FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED � LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN �n FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=2560 DESIGN A4.3 FRAMING LJ E BUILDING VOLUME (CU FT)=44,600 0 0 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR ULTIMATE WIND LOAD OF 130 MPH c° - LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN ° 5 SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF a> YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER > E> Q rn BELOW GRADE UNLESS NOTED OTHERWISE 8" B . o FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND X4 30PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. c Q ° CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, Q) o 0- USE CATEGORY 48 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES a o - ° SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. Y J A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: a 2015 IBC/2017 NY SUPPLEMENT CODES d d- .� o ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, O Y COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN CRITERIA: �' ° TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS > ° SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005E OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) DWN_�(2 RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) (Z & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) p A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN BUILDING CODE CONGRESS (SSTD10) Q PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) Lu AND SSES SHALL WITH BLOCKS WITH INTERMEDIATE ASUFFICIENT NUMB ROFFACE NAILS TO OFFSET U CONNECTED C DTO THEWIND THE HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) UPLIFT Z FACTORUPLIFT DLATERAL ACCORDANCE WITH IBC SECTION LOADS 9 .1,NOTED 2308.10.1. ANDFTRUSS RA ANY 2 0810.gWING IN A4.12 WARRANTY SNOTES MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OROp Z A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN O LO EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND J N W REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. a. r (L FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: U TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY ZO SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, U 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. LV PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: a MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHONN ON THIS DRAWING IS THE TRUSS CARRIER CONNECTION TO POST: A"x4" GRK RSS STRUCTURAL SCREWS. SCREW STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. PROPERTY OF SHIRK VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC, THIS DRAWNG MAY NOT LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHE MODIFICATIONS BE REPRODUCED WTHCUT PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER. VA%994*", OMER ARERESPONSBLE TO VFRIFY ALL DMENSONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED ��Of BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `�4Q• P' y S� DRAM BY: ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED rq �i REVIEW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED * L REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. r f * 9 METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT i W i EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; W � DATE: 3/18/19 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. ., rpm SITE:BERRY � n14 �� DETAILS Job Truss Truss Type Qty Ply 40'Stock Truss q4'J 170221308 T40 DBL. FINK 1 1 40'Stock Truss Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NO 8.030 s Oct 5 2016 M7ek Industries,Inc.Wed Feb 22 13:40:10 2017 Page 1 V ID:Q3nILye9jS337jvS_td9ZdyS8M U-GtLzl3M RpY W BQUj DLJ EXIn 7LvRQ0ua4 BOsj9FLziah p Q-10r8 7 4-0 13-8-0 20-0-0 26 4 0 32-8-0 40-0-0 40-1Q 8 0-10-8 7-4-0 6 4-0 6-4-0 6-4-0 6 4-0 74-0 0-10-8 Scale=1:71. 5x6 II 4.00 F12 4x4 4x4 C 2x5\\ 18 5 7 19 2x5 4x8 4x8 3 4 8 9 412 MT201­!S� 4x12 MT20HS-- 1 2 1011 132 Iof, 17 16 15 14 13 12 4x4= 5x10 MT20HS= 5x5= 5x5= 5x10 MT20HS= 4x4= 9-5-0 17-0-0 23-0-0 30-7-0 40-0-0 9-5-0 7-7-0 6-0-0 7-7-0 9-5-0 Plate Offsets X Y— 2:0-5-5,0-2-0; 10:0-5-50-2-0 14:0-2-00-2-8 15:0-2-0 0-2-8 TOADING(psF)3CLL00 SPACING- 4-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.51 15 >929 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.6815-17 >694 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.21 10 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-S Weight:245 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP 240OF 2.OE'Except' TOP CHORD 2-0-0 oc purlins(2-5-7 max.). T2:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. BOT CHORD 2x6 SP 240OF 2.OE*Except* B2:2x6 SP No.1 WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 2=3286/0-5-8 (min.0-2-12),10=3286/0-5-8 (min.0-2-12) Max Horz2=175(LC 9) Max Uplift2=-878(LC 5),10=-878(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8119/2020,3-0=-7440/1842,4-18=-7413/1854,5-18=7180/1867,5-6=-5740/1477,6-7=5740/1477,7-19=-7180/1868,8-19=-7413/1855, 8-9=-7440/1843,9-10=-8119/2021 BOT CHORD 2-17=-1925/7524,16-17=1443/6181,15-16=1443/6181,14-15=-927/4696,13-14=-1313/6181,12-13=1313/6181,10-12=-1796/7524 WEBS 3-17=-874/437,5-17=-281/1095,5-15=-1814/582,6-15=438/1764,6-14=-438/1764,7-14=1814/582,7-12=-282/1095,9-12=-874/438 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;enclosed;MWFRS(envelope);Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-10;PI=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.2 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof.Architect to verify adequacy of top chord deadload. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=878,10=878. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard QF N'S M P O 'Nb. 05777-1 � A SS-10 This truss is to be fabricated per ANSUTPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designa.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Desigoer accepts responsibility for the cotrectness or accuracy of the design information m it may relate to a specific building.Certification is valid only when tans is fabricated by a UFP company.Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing.Refer to Building Component Safety Information,(BCSI)for general guidance regarding storage,delivery,erection and bracing available from SBCA and Truss Plate institute. Trusses 48"oc. Engineered By Others AP� 0 � OTED ,LIO�I�•DESIGN•ASSOCIATES,im 1 - - - - - - - - -- O - -- - - - - - , re.lOe b camvcbltl.lin.....mea 1 I I 12 DATE: - S P # I C'V I � �.m 9651mr6ielme diu:tt(638433' �Y:.�n....i. So.�WdQNewYd 119n 4 FEE: I: I� MOTIF`( BUILDING DEPART° E-NT AT 765-1802 8 AM TO 4 'M OR THE - The»drmringe and epecl0ootlme knduft the FOLLOWING INSPECTION '°the d0 a °^°�se1aof ee^t°° tlietrh.M the araprty o1 Kehl Deaf Line of 2 Dow Board (R-10) I I Aaaodwd Ito Na,ort thereof�� espied " ;. FOsJNGATION - TWG rtEOUIRED dhdaeed to ether or sad n aaaneotian with any work or proInt other than for which they FOR POURED CON r�ETE haw hoer prepwed rdthoat wMten owsmt Min of 24 Installed I 2 ,H - FRANIIN & PLUMBING Beneath the Slab I s. , ION CO Naround Interior Perimeter I I 4 E COMPLETE RORTC-0- 2015 p,ION MUST I of the Building as per I � colvsTRucT' N SHALL MEET THE 2015 International I R- UIREMENTS OF THE CODES OF NEW 2'-0" Energy Conservation Code 21_011 3 PI 2x6 Glu—Lam Y .K STATE. JOT RESPONSIBLE FOR Chapter 4 Section 4 2 y IGN OR NSTRUCTION ERRORS. Table C402.1.3 for Climate I Posts 8'oc. Typ. Zone 4, for Unheated slabs. i COMP Y WITH ALL CODES OF 2" Dow Board (R-10) 2x4 SPF. Wall Girt P W YO K STATE & TOWN CODES 24"oc. REO IRED AND CONDITIONS O I Min, of 24 Installed �oF NEW y Beneath the Slab SOUTHOLD TOWN ZBA �•oEFRko�'� around Interior Perimeter SOUTHOLD TOWN PLANNING BOA s� o of the Buildingas per "� p SOUTHOLD TOWN TRUSTEES v ,i.�1f z D I 2015 International Line of 2 Dow Board (R-10) I N.Y.S.DEC ti o = Energy Conservation Code Fo 5 I Min of 24" Installed I Chapter 4 Section C402 2" Dow Board (R-10) pRoFEss� NP Beneath the Slab I Table C402.1.3 for Climate Min of 24 Deep around around Interior Perimeter the Exterior Perimeter of the Building as per I Zone 4, for Unheated Slabs of the Building as per 2015 International I 2015 International Energy Energy Conservation Code I 5"-3500 PSI Conservation Code, Chapter BERR 2'-0" Chapter 4 Section C402 21-01' Concrete Floor 4 Section C402, & I Table C402.1.3 for Climate I 6 Mil Vapor Barrier Table C402.1.3, BERRY I Zone 4, for Unheated Slabs I „ for Climate Zone 4, for Compacted Fill 12—0 Unheated Slabs. 41535.RT.25,MAIN ROAD PECONIC,NEW YORK oI Compacted Soil AS NOTED L — — —— — — — — —— —N — — —— — — — — — — o SET. ISSUED FM DATE'00 3000 PSI Concrete Footing I 40'_01) }�.^ NOVEMBER 21 2019 .,i.. .: .. P Wt : 972-2019 FOUNDATION yr� C 5 BDN CHEOM W. ULATION PLAN NUMOM INSWALL SECTION A101 SCALE: = N.T.S. SCALE: = No Num-7 N.T.S. AwWa=d bw n vbp dost r d allhahe nm ryd to INA!111Wtm wordier 4 of bel pvmft weft erdr m 9dtdc Camty 41L of fts Smloa,Tam ang =0% l V*d om&I ads.and m*rmte 0 tad: 'I INSULATION: CEILING: R30 + 2" SPRAYFOAM EXTERIOR: 2" SPRAYFOAM + R14+ R19 I 6" SLAB FLOOR: 2" RIGID FOAM, 3'DOWN +3' HORIZONTAL II JIM DEERKOSKI, PE II phone: (631) 298-7116 .I II �I II OFFICE ' 8'-0"CEILING HT. I I �I II 'I II II •I I HALF O Q II BATH co � .I U cI II HALF I �4 �+ I, BATH x 1 m F-1 WORKSHOPII L T N.I WORKSHOP 0 OPEN TO ABOVE I' 6 4' CEI ING EIGHT I OPEN TO ABOVE � I � II �' 0 H (� w I I 0 2X10 fl , z�7U F-I :d (0] II v 8'-0"CEILING HT. I' II II I 2X10 I' 'I Pq II II UP i II II i i u 1ST. FLOOR PLA N SCALE: 1/4" = 1'-0" POLE DRAWN BY: JD BARN 10/1/2021 6" CONC.SLAB SCALE: SEE PLAN GRADE OF NEW k 3'-0" owl C, DE ��Y°��. SHEET N O: 2" RIGID FOAM o _ k04 cs�OA 0. PARTIAL SECTION REAo SCALE: 1/2" = 1'-0" JIM DEERKOSKI. PE phone: (631) 298-7116 1 , 1 1 , 1 1 1 1 , 1 1 I 1 1 I 1 1 I 1 1 ! 1 1 I 1 1 rti S r ti 17' ol —0" S 1 1 s r r � Sr r + r r ti r UJ 016 r Ir I 1 1 O I 1 I I 1 I I 1 I 1 Y I 1 1 1 1 1 1 1 I f ���1111 o OPEN TO ##r LOFT OPEN TO U BELOW CEILING HEIGHT 1 1 BELOW y r 1 1 O PCI 1 r 11 1 r 1 1 1 I 1 1 1 Y 1.W_1 � 1 1 1 1 1 1 Y 1 Y � 1 1 Y 1 1 1 , 1 , 1 , 1 , 1 , 1 , 1 , 1 , 1 , 1 � 1 � 1 � 1 � 1 1 1 / 1 1 1 1 Y 1 DN 1 1 DN DRAWN BY: JD Y 1 1 f 1 f 10/1/2021 2ND. FLOOR PLAN SCALE: SEE PLAN SCALE: 1/4" = V-0" ���aE�vyo SHEET NO: A 2