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HomeMy WebLinkAbout50325-Z TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50325 Date: 2/12/2024 Permission is hereby granted to: Magenta Cap M mnt LLC 520 E 86th St New York, NY 10028 To: construct 168' x 48' agricultural building for keeping, breeding and raising of horses (not open to public) as applied for per Land Preservation, Planning & SCHD approvals. At premises located at: 13945 Oregon Rd SCTM # 473889 Sec/Block/Lot# 83.-2-9.3 Pursuant to application dated 10/11/2023 and approved by the Building Inspector. To expire on 2/11/2025. Fees: CERTIFICATE OF OCCUPANCY $100.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,332.00 Total: $4,432.00 Bui ng Inspector 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 hgp5. w� v s� �outt�liol towiirt �,.m Date Received APPLICATION For Office Use Only PERMIT NO. Building Inspector. OCT 1 1 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an t t ., t " . 1 Owner's Authorization form(Page 2)shall be completed. Date: ?/I g, OWNER(S)OF PROPERTY: Name: !v ft-651V-V� 10- g 3 —0 — 3 Project Address: Phone#: X1.7 _ snail: K'/4 ke, „ f- a'�i CCci'°, Mailing Address: 5" ,E� v� S/ kle. a 4 4�1 l®e CONTACT PERSON: Name; SCo 77- 64'jolvtv Mailing Address, � � $'() � ": s . Phone#: �?j 7 Email: DESIGN PROFESSIONAL INFORMATION: Name: }�i�l O " ) Mailing Address: Link X20 l New Phone#: E�11- ieAI-6 CONTRACTOR INFORMATION: Name: S65�1��� cJr) V a leo17n Mailing Address: �.� �j0X 1-60 Phone#: (51(o) O7 a2 S 7-5- Email: `'Zj yl ' IV 0 CD DESCRIPTION OF PROPOSED CONSTRUCTION tor ;Kw Struct re ❑Ad itin ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Siµ r $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? []Yes No 1 PROPERTY INFORMATION Existing use of property: 11a r5E Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 'r V(oeckBox After Readi rig: The owner/contractor/design professional is responsible for all dralnage 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 demorrtion as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. S'c'a-IT Application Submitted By(print Pta 7_h/Y)Gf D(r*,, /kC. RAuthorized Agent Downer Signature of Applicant: l Date: ;0131 STATE OF NEW YORK) SS: COUNTY OFaNk(,\V'�, r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above amed, (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 —EL—day of ��' � ' .201Q Notary Public AMBER DAWN WILSON NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION N0.01WI6443800 (Where the applicant is not the owner) OUALIF'IEb IN SUFFOLK COUNTY COMMISSION EXPIRE$NOVEMBER 14,2%,Aa Kathleen DeRose(Magenta Capital) residing at 520 East 86th Street, 98, NY NY 10028 do hereby authorize All Things Dirt to apply on my behalf to the Town of Southold Building Department for approval as described herein, September 20,2023 Owner's Signature Date Kathleen DeRose(Magenta Capital) Print Owner's Name 2 [=ED/YYYY) CERTIFICATE OF LIABILITY INSURANCE023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s. PRODUCER NAME, Daniel Black Lehman Insurance Agency P�IAa��IE� ���� 1686 a Main a e) Wit), 717-733-2050 .M�1:717-733-0294 Ephrata PA 17522 ADDRESS: dblaclt Iehrnarnlns G+�m _ .... INSUREMSJ AFFORDING COVERAGE NAIC# INSURER A:State Auto Insurance COS. INSURED ZIMMERMA01 INSURER BUnited Financial Casualty Co. 24260 Zimmerman Builders LLC 137 Ridge Ave INSURER C: Ephrata PA 17522 1N Mu a: __.... � _- •••••••• INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:2135919459 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. ..... .................................. .........._. ....y._. _ ... INSR ADDwUBR _POLWCY E'FF POLIGY EXP LIMITS T TYPEOFINSURANCE POLIGXNUMBER Y.YY M/DD/YYYY A RCTOMM:ERCIAL GENERAL LIABILITY 10069884CP 4/17/2023 4/17/2024 EACH OCCURRENCE $1,000,000 IMS-MADE OCCUR PRE I 5 Ea $100,000 MED EXP(Any one person) -151200 PERSONAL&ADV INJURY $1,000000 Gib'N"L.AGGREGATE LIMIT APPLIES PER: LqENERALAGGREGATE $2,000,000 "COT. PRODUCTS-COMP/OP AGG $2,000,000 POIaIGY E,gPEG'1 LOC OTIiER°. B AUTOMOBILE LIABILITY 07615124 5/8/2023 5/8/2024 C INED SINGLE LtMt $500,000 F'a a ccsrsan#1 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYOAMAGE $ AUTOS ONLY AUTOS ONLY (Per acciden4 _•� $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIABAGGREGATE $ CLAIMS-MADE DED RETENTION$ $ WORKERS COMPENSATIONER OTH AND EMPLOYERS'LIABILITY Y/N STATUT �,ER ANYPROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If.yes,describe under DESCRIPTION'OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. TOWN OF SOUTHOLD 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 G ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD YORK NEW Workers' CERTIFICATE OF ATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Mrd 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Zimmerman Builders LLC 717-925-4117 137 Ridge Ave 1c.NYS Unemployment Insurance Employer Registration Number of Ephrata, PA 17522-2550 Insured N/A Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,ie.,a Wrap-Up Policy) Number 1.37 Ridge Ave, Ephrata, PA 17522-2550 82-5005939 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box 1 a" Southold, NY 11971 ZIWC476400 3c.Policy effective period 07/01/2023 to 07/01/2024 3d.The Proprietor, Partners or Executive Officers are Included.(Only check box if all partners/officers included) X❑ 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"1a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a 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: Dave Simmons (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 09/20/2023 `_.;.._.... (Date) Title: Vice President of Sales Telephone Number of authorized representative or licensed agent of insurance carrier: 800-673-2465 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 (9-17) www.wcb.ny.gov Or Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate ofAttestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Zimmerman Builders LLC From:Town of Southold 137 Ridge Ave. Ephrata,PA 17522 PHONE:727-925-4117 FEIN:XXXXX5939 The location of where work will be performed is 13945 Oregon Road,Cutchogue,NY 11935. Estimated dates necessary to corn�alete work associated with the building permit are.Irony November 6, 023 to November 10,2023. The estimated dollar amount of project is over$100,000 Workers'Cont usation Exemption Statement: The applicant is NOT applying for a workers' compensation certificate of attestation of exemption and will show a separate certificate of NYS workers'compensation insurance coverage. Disabili and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those-individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,John M.Zimmerman,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: 9-19-23 Exemption Certificate Number Received 2023-067699 September 19, 2023 NYS Workers'Compensation Board CE-200 01/2018 PATRICIA C. MOORE J '' Attorney at Law 51020 Main Road o C'T 1 1 Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Kylee DeFrese October 11,2023 Building Department Town of Southold Hand delivered RE: MAGENTA CAPITAL MANAGEMENT LLC (ARROW HEAD FARM) PREMISES: 13945 OREGON ROAD,CUTCHOGUE SCTM: 1000-83-2-9.3 Dear Mike:. With reference to the above,attached please find an application for a building permit for a horse farm together with the following: 1. Insurance Certificate 2. Planning Board Resolution granting the Site Plan 3. Health Department approved Grading and Drainage plans 4. Planning Board approved Site plan 5. Four(4)sets of Construction plans Thank you and please do not hesitate to call should you have any questions. Verytrtil yours, `LjO45 :Patr' 'a C. Moore PCM/bp Encls. � , OFFICE LOCATION: MELISSA A.SPIRO Town Hall Annex LAND PRESERVATION COORDINATOR ��k � 54375 State Route 25 melissa.spiro@town.southold.ny.us "' y (comer of Main Rd&Youngs Ave) Southold,New York Telephone(631)765-5711 Facsimile(631)765-6640 MAILING ADDRESS: www.southoldtownny.gov � P.O.sox 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD January 25, 2022 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposal: Horse and Equipment Barn Location: 13495 Oregon Road, Cutchogue SCTM#: 1000-83.-2-9.3 (Town PDR) Dear Ms. Moore: The Land Preservation Committee members reviewed the application dated November 17, 2021 describing the plans for the farmland on which the Town of Southold owns a development rights easement. Such easement was granted to the Town by a former owners of the referenced property, Joseph G. Manzi, Jr. Irrevocable Trust and Villa Amorosa, LLC, on August 24, 2005, and recorded in the Suffolk County Clerk's office on September 23, 2005, in Liber 12410, Page 944. As detailed in the application, site plan (dated 9/1/2021 and 9/8/2021) and your 1/11/2022 presentation to the Committee, the landowner is proposing to use the property for year round boarding, breeding, raising and training of horses. The proposed improvements within the Easement are summarized as follows: • A 168' x 48' Horse Barn The Horse Barn as shown on the site plan and as detailed in your presentation includes: 0 18 Stalls (12'x12') o Tack Room, Office and 2 unfinished Office areas These areas will include a full bathroom and Veterinarian area with a cot where a caretaker could stay overnight for occasional oversight during foaling. • A 30' x 60' Equipment Barn The Equipment Barn includes an area for feed, tractors, and a lounge area with a '/2 bath. • In addition to the above mentioned buildings, the Site Plan shows, o Multiple paddocks 0 2 Sheds (12'x 20') o Wood perimeter fencing o Generator pad (8'x 12') o Entry gates and Driveways o Electrical service throughout the property o Horse grazing areas As discussed during the Land Preservation Committee meeting: • The applicant is not proposing a riding academy, riding lessons or an indoor riding ring. • The proposal does not include any topsoil removal or change to topography. • Overnight use of the property is proposed as temporary, on an "as needed" basis, for purposes of tending to the horses during foaling. • Manure and bedding storage and disposal will be reviewed during the site plan process. At its regular meeting held on Tuesday, January 25, 2021, the Land Preservation Committee reviewed your request and found the proposed use and improvements to be in conformance with the terms of the recorded easement. In addition, the Committee found that the proposed lot coverage shown on the Site Plan as 10,344 sq. ft. conforms to the lot coverage terms of the Easement. The lot coverage is subject to verification during the Building Permit/Site Plan review. As per the Easement, the removal of topsoil, sand, or other materials shall not take place, nor shall the topography be changed except to construct and maintain the above mentioned approved structures and improvements. The Committee's finding does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's finding does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. The Committee's finding allows you to proceed with pursuing any applicable approvals that are required by Town Code. The Committee's review is for the uses and improvements mentioned above only. You will need to return to the Committee if there are changes to the proposal. If you should have any questions, please do not hesitate to contact me. Sincerely, Melissa Spiro Land Preservation Coordinator MS:md attachments cc: Planning Board Building Dept. y ARROW FARM-FRONT ELEVATION(FACING OREGON ROAD) VA A A ARROW FARM-REAR ELEVATION 12'x 20'(240 SF)SHED DIRT 300'x 150'LARGE PADDOCK ALLTHINGSDIRT 12'x 20'(240 SF)SHED 300'X 150'LARGE PADDOCK -v PADDOCK ENTRANCE GATE(TYP.) ..mr 100'x9l'PADDOCK WOOD PERIMETER FENCING (4)30 X 60'PADDOCK(S) t (8)12'X 12'PADDOCK(S) 8'X 12'GENERATOR PAD 60'X 75'VETIFARM DELIVERY AREA f I 168'X48'(8,064 SF] EARN: FOR RAISING/BREEDING HORSES ONE J2 BATH&ONE FULL BATH < LL 121'-9"SIDE YARD SETBACK 0 FRENCH DRAIN ALONG j. ENTIRE FRONT FACADE RAMP WITH LINEAR DRAIN < (ALL FOOR SIDES) WOOD PERIMETER FENCING UNDERGROUND 200 AMP HORSE GRAZING AREA # ELECTRICAL SERVICE PROPOSED DRYWELILLOCATION(S) RAMP WITH LINEAR DRAIN(TYPICAL 4 SIDES) N, EXISTING WELL LOCATION FOR ANIMAL&LANDSCAPE USE L-W4—T�c i IM�TH FERW. GUTTERS AND LEADER(THIS SIDE ONLY) c ERwrs uv PROPOSED DRYWELL LOCATION(S) HORSE WASH DOWN AREA -7.EEN DER0_19 30'X 60'Q,800 S.Q EQUIPMENT BARN:- FOR FEED&EQUIPMENT STORAGE ONE2'BATH A WATER SERVICE 9 13WS WEGON R� ELECTRICAL SERVICE cum�UE.NEW YOM 'v\ N, PROPOSED DECIDUOUS TREE 56'SIDE YARD SETBACK - PROPOSED SEPTIC LOCATION 'ARROW FARM'SIGNAGE TOTAL LOT COVERAGE= 10,344 SF 200'x 90'TRAILER TURN-AROUND AREA ENTRY GATES(70'FROM ROAD TYP.) DRAINS AT DRIVEWAY APRONS(TYP.) WATER SERVICE DRIVEWAYS 16'WIDE lu: PROPOSED SITE PLAN A-1 SCALE V-0- f OIS AI s 9 SASE ® PITH ® M i KATHLEEN DEROSE , 13945 OREGON RD. i 4H I ICUTCHOGUE, NY IW E T LPA 19 _... 717 445 6FIAR FAX 717-445- 401 E I C O O04 12X12 STALL 12X12 STALL 12X12 STALL 12x42 STALL 12312 STALL IdX120 JASNED 6 . 197i. 2a R vl7q2XL s7AnN #1 Y 12-X_1.2 r�Ste-9#4I 3i 12X12 STALL i 72X72 STALL 4 " c *=Lmx/mLmWITHx v6 F yA 7 `�2� 1712 90L€ 712 STALL X72 SmL U1STALL iI#L1 SAL12X12 OPO tV A ! a . 4j ,p q ` fT�EL.YAA1F1 PAu7Ttat '-Pte. F1K)NT KASH BW 1(X12 UNF1N6Hm 18X12 UNFINISHED 12X12 UNFINISHED C BATHROOM F®ROOM AGC ROOMLs - 3 EIEW RUII nINA S 1F[�TONc 3 PLY 2X6 GLULAM PO SiS W/POSE SAVER POST - 48'X 188'X 12'4'P06T h FRAME BUILDING PROTECTION eOC(TMP) 2X6 TREATED GROUND CONTACT SKIRT BOARD -1B'X B'CONCRETE FOOTINGS (GABLES) 20 SPRUCE WALL GIRTS h ROOF PERLINS 24'OC 3-2X10 MSR SYP TRUSS CARRIERS OB'SPANS -24'X B'CONCRETE FOOTINGS(SIOEWALLS) (11 50 PLF CAP: 1000 PLF ROOF LOAD) (9424 LB 9 W L13 COLUMN 2-1 3-X16'LVL TRCFSS CARTERS OT9'SACS 6'CONCRETE COLLAR W/1-.18'14 REBAR THROUGH (1172 PLF CAP- TODD PLF ROOF L040) POST TRuw CAMEN'to OMT A-w owSSRUCRNAL SC11 5 04-3'0'X 6'8'9-LRE FIBERGLASS ENTRY DOORS 13 QFk P%-t(,2 M SPLXEiMR4)4I)D 6FE'AR Rfe16 �' S-4'X T POWS ATEO -. - L DUTCH 4/12 PRCN�48'OCA3D-5-5 LOADING DOORS _ 4 ROWS 2X4 BOTTOM CHORD LATERAL BRACING 79 T0-4'X 3e 1C'AVER 004TED ALLAINUM DUTCH 463 LB UPLIFT,6-12D FACE WAS.634 LB(PG A4.5) WNCOWS 28 GA G-100 PAINTED STEEL ROOFING k SIDING <,^!>2-1.4.'X 12'SPLIT S 12'EAVE GABLE OVERHANG W/VEINED SOFFIT G CIA 02-14'X 10'SPLIT SUDING DOORS W/WINDOWS FAS 72'PANTED STEEL VENTED PoOGECJ�P F3 4-36'X 44'THERMALPANE SINGLE HUNG WINDOW yt 18-36'X 24'THOUTALPANE AWNING WINDOWS ----. ---. la i n KATHLEEN DEPOSE o1. t� 13945 OREGON RD. 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Z Z AM MOXM TO 1121K Ole �[ WIPFIf#.a _.fl LU 0 LU IL R W w o [PRE-ENEERED AQOF` H-10A HURRICANE ] [ - __. --- -_ i I{ TRUSSES 40`OC. I TJ O 3-7X10 MSR SW TRUSS [.. /1 SYP TRUSS --- - 2 J PLY 7X6 OLtIpy 7X4 SPF SIDEWALL GIRIS 74'M i U N POSTS B'OC.TE'P',— ; WALL feml 20 xS M 1 WAIL BRA> 0 I PANns WS TEE AWPA U1 TIREATEO POSTS W OC. - :HEWEllm- j of WALL MODS&WMI _ SEL SID= -11i 7X4 SPF WALL 0915 74- T:FELEMW'lZ wnu sCarws 1E GNAUE CRAM MO" TREATED I PRESSURE I SYP SKIRT BOARD-,, - _ 3/4"S7M COM 00 J000 PSL 1Y{/ROAR N OONfJ1ElE I YO�F� [[ 3000 PSL CONCRETE TOIRUk: (SEE SIZE ON FLOOR ) M ONFibc`1R PLAT}' ---- 1 ; TYPICAL FRAME -_ TYPICAL FRAME I_ SECTION SECTION =_ (ENDWALL VIEW) (SID WALL VIEW) SCALE: 1/4" = 1'0" SCALE: 1/4" I D 11 7RDTT .SIT' N OSOtRt LL ? 0 -ESOUTH ELEVATION £WEST ELEVATION I .�- mos:,''i'� 9'dY _... 3 Q 3 I t € n H E I � 3 3� � ttATHLEEH aEROSE } A4]EGt npOf6za @ j j IaDIS af�GON giVO. EAST ELEVATION NORTH ELEVATION �n, 3'=s i A-2 — . DIRT 9 ALLTNINGSDIRT 77 77 7 7 c 3 NG LL A'-N CD L{. Q o e 1_ ALL THINGS INC, 1&NgiTN FERRYHW ROAD SECOND FLOOR ISNELTF.R ISLAND HEIGHTS,NY I1pp5 ¢Lrt Nwc RAINLEENOEROSE FIRST FLOOR PLAN SULF.;Ij'=1'-0` ] ARROW FM4 ]17 wnxcl Nxxu'® i i f;1s30�'drd+R4e4, I!r � I�EPY s�NA AU1(ILIARY EARN FLAN d�'irYNs #daw L•gym-.F ��[ reec=zco stat as. _ �affAae A-1 - �Y — = DIRT .75 FOOTCAN LES 1.0 FOOT C DES 4 �2.0 FOOTCANDLES LIGHT FIXTURE , TYPICAL LIGHT DIAGRAM j o a A 1 LED WAREHOUSE GOOSNECK LIGHT06 4 � B ORIGINAL LED WALL SCONCE Q C ORIGINAL LED SINGLE POST MOUNT LIGHT _ F - =_ _ s cesonec�u Haan - aRekacua,x€u•rz D ATLANTIS PATH LIGHT E OLF OUTDOOR LED SECURITY FLOOR LIGHT W/MOTION SENSOR `' casks a PROPOSED LANDSCAPE LIGHTING PLAN A_2 1, scALE:�y.r,•� OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 . � � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site Plan Approval —Arrow Horse Farm 13495 Oregon Road, ±1,100' s/w/o Bridge Lane and Oregon Road, Cutchogue SCTM#1000-83.-2-9.3 Dear Ms. Moore: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 5, 2023: WHEREAS, this agricultural site plan is for the proposed construction of an 8,064 sq. ft. building for the keeping, breeding, and raising of horses with eighteen stalls and no basement; an 1,800 sq. ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17.02 acres with Southold Town Development Rights in the A-C/R-80 Zoning District, Cutchogue; and WHEREAS, on April 28, 2022, Patricia Moore, authorized agent, submitted a Site Plan Application for review; and WHEREAS, Planning staff found that the application was incomplete as noted in the letter dated June 23, 2022; and WHEREAS, on June 28, 2022, Patricia Moore, authorized agent, submitted a request to the Planning Board to install fencing for the two large rear paddocks while the site plan review was underway; and WHEREAS, on July 11, 2022, the Planning Board, approved the installation of fencing for the two large rear paddocks; and Arrow Horse Farm Page 2 June 6, 2023 WHEREAS, on August 10, 2022, Patricia Moore, authorized agent, submitted corrected plans for review; and WHEREAS, Planning staff found there was insufficient information, excessive lighting, and legibility issues with the submission of August 10th; and WHEREAS, on September 29, 2022, Patricia Moore, authorized agent, submitted corrected plans for review; and WHEREAS, Planning staff found there was continued excessive lighting and unaddressed issues with the submission of September 29th, as noted in the letter dated October 27, 2022; and WHEREAS, on December 1, 2022, Patricia Moore, authorized agent, submitted revised plans for review; and WHEREAS, on December 19, 2022, at their work session, the Southold Town Planning Board formally accepted the application as complete for review; and WHEREAS, on December 22, 2022, the Planning Board, pursuant to Southold Town Code §280-131(C), distributed the application to the required agencies for their comments; and WHEREAS, on December 23, 2022, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on December 29, 2022 the Southold Town Land Preservation Committee determined the recorded easement for the property allows land within the Easement to be used for agricultural production as defined in Chapter 70 of the Southold Town Code, and found that the proposed use and improvements is consistent with the purposes and other terms and conditions of the recorded Easement; and WHEREAS, on January 10, 2023, the Public Hearing was set for February 6, 2023; and WHEREAS, on January 10, 2023, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(4),which states that the following actions are not subject to review under this Part: "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming"; and WHEREAS, On January 12, 2023, the Town of Southold Architectural Review Committee submitted comments/recommendations for consideration and stated there were no objections to the proposed site plan; and Arrow Horse Farm Page 3 June 6, 2023 WHEREAS, on January 17, 2023, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the LWRP; and WHEREAS, on February 6, 2023, the Public Hearing was held open due to issues notifying the adjacent property owners; and WHEREAS, on February 15, 2023, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts; and WHEREAS, on February 22, 2023, the Suffolk County Water Authority reviewed the proposed project and stated there were no objections; and WHEREAS, on March 13, 2023, the Public Hearing was held and closed; and WHEREAS, on March 16, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 20, 2023, the Cutchogue Fire District determined that there was adequate fire protection for the site; and WHEREAS, on March 29, 2023, the Southold Town Fire Marshall reviewed and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, on April 10, 2023, the Southold Town Planning Board reviewed the proposed application and determined at their work session that revised plans be submitted as required regarding stormwater management and site plan review; and WHEREAS, on April 24, 2023, Patricia Moore, Authorized Agent, submitted revised site plans as required for Chapter 236 stormwater management; and WHEREAS, on May 18, 2023, Lucas Lai, Designer, submitted revised Lighting plans as required for site plan review; and WHEREAS, on May 31, 2023, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in the Agricultural Conservation (AC) Zoning District; and WHEREAS, on June 1, 2023, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and Arrow Horse Farm Page 4 June 6, 2023 WHEREAS, on June 5, 2023, the Southold Town Planning Board reviewed the revised plans; and WHEREAS, on June 5, 2023, 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 hereby grants Approval with Conditions, listed below, of the site plan entitled "Arrow Farm", prepared by All Things Dirt, dated July 28, 2022, and last revised April 23, 2023, and authorizes the Chairman to endorse the plans listed below: Sheet Title Date Person/A enc Sheet Z-1 Zoning Location Dated: 7/28/2022 Ma Received: 12/1/2022)_ All Things Dirt (FG) Sheet Z-2 Proposed Site Plan Dated: 7/28/2022 All Things Dirt (FG) Received: 12/1/2022) Sheet Z-4 Proposed Signage Dated: 7/28/2022 All Things Dirt (FG) Received: 12/1/2022 Sheet S-1 Grading and Dated: 4/21/2023 James Deerkoski, PE Drainage Sheet S-3 Drainage Dated: 4/21/2023 James Deerkoski, PE Calculations Sheet S-4 Sanitary Dated: 4/21/2023 James Deerkoski, PE Calculations Exterior Lighting Dated: 4/23/23 1 Shine Design + Distribution Exterior Lighting Detail Dated: 4/23/23 Shine Design + Distribution Photometrics — Full Site 10 x Dated: 4/23/23 Shine Design + Distribution 10 Foot Candle Grid Photometrics — Detail 10 x 10 Dated: 4/23/23 Shine Design + Distribution Foot Candle Grid Renderings Dated: 4/23/23 Shine Design + Distribution Exterior Lighting Cutsheets Dated: 4/23/23 Shine Design + Distribution Arrow Horse Farm Page 5 June 6, 2023 Conditions: 1) The proposed buildings are designed and approved as an agricultural site plan for the year-round keeping, breeding, and raising of horses. 2) The proposed buildings are for owner use only and shall not be open to the public. 3) Overnight use of the property by the owner or their employee or veterinarian is only permitted on a temporary basis as needed for purposes of tending to the horses during foaling or illness. 4) Proposed storm water run-off containment systems must be constructed as noted below: • The location of the pair of 8' diameter x 8' deep leaching pools to be installed in the gravel driveway in proximity to each curb cut must be changed so that the pools are installed to either side of the driveway in the ditch shown on the Gravel Driveway Detail. Each pool is to be equipped with an open grate and each pair of pools is to be piped together. 5) 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. Drainage systems must remain exposed until they are inspected and approved by the Town Engineer. 6) All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. In addition, please be aware of the following Town Code requirements: ➢ 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. ➢ Any changes from the approved site plan shall require Planning Board approval. Arrow Horse Farm Page 6 June 6, 2023 ➢ 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 until the Planning Board approves the changes. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department. If you have any questions regarding the above, please contact this office. Respectfully Donald IJ. enski Chairman Encl. cc: Building Dept. w/map Town Engineer 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. -117 Print name: , Ct „ Applicant Signature: Date: � le,5 Nunemaker, Amanda From: Lanza, Heather Sent: Friday, December 1, 2023 9:51 AM To: Nunemaker,Amanda Subject: RE: Magenta Capital Mnmgt LLC Yes, they are not an issue and this can proceed. From: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent: Friday, December 1, 2023 9:36 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Magenta Capital Mnmgt LLC Hi Heather, I was wondering if you had the opportunity to review the letter Pat Moore had submitted to you in reference to the minor changes within the floor plan of the 48'x168' horse barn. In the plans approved by the Planning Board, the unfinished rooms are now proposed as finished bathrooms, a finished office, and one tack room. Please let me know if these changes are minor enough for me to proceed. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Kylee DeFrese, Secretary November 15, 2023 Heather Lanza, Planning Department By Hand Re: Arrow Horse Farm 13495 Oregon Road, Cutchogue 1000-83-2-9.3 Site Plan approval 6/29/23 Dear Heather: Amanda at the Building Department asked that I get confirmation that the detailed construction drawings being reviewed by the building department comply with the Board's agricultural site plan review. Attached is a copy of construction plans (sheet A-100) for the barn. Because there are more details of the interior use of the space on the construction drawings than was detailed on the site plan drawings approved June 29, 2023, Amanda asked that I obtain confirmation that the Board is aware of the use of the building. The Board is aware of the proposed use of the barn and it was approved. The detailed use of the space was provided to the Board in a "letter of intent" dated November 29, 2022 describing the use of the property. Specifically, we provided detail of the space in the barn as follows: • Horse Barn 168' x 48' (8,064 SF): this building is used for the keeping, breeding and raising of the horses year round. The barn houses individual 12' x 12' stalls with standard grill front and grill partitions, an inside wash bay for the animals (seasonal use), feed room, and tack room,. In this building will be standard facilities required for breeding and keeping horses. Owner's office with a full bathroom, and a 1/2 bathroom. Use by owner, caretaker and groom, and Veterinarian, as needed. Please send an email communication to Amanda so she can completes her review of the construction drawings and the building permit can be issued. Thank you for your anticipated courtesy. Vx u y ours, Cc: Amanda, Building Department (by hand) "wwooll ".111111 4*, P4 Fill NOTE. Ir Moil U V NO NEIGHBORING WELLS Eil WITHIN 200 V �v CIO A. y a ,fid t 8 NA 04 6 &A't's Suffolk 0c My DePamnew of . " Approval for Carrstxucticara- P*Ulil t r Areae plans have bora reviewed Eras general conformance ,with Buffo l" County paartment of Health Services standards,relating;to water auppo,v and gage disposal. e g ardie of any omissions,i�� cd b nslst�n �r NO, sof detail„ construction iso required to lac in accordance with the attachpermi andndards unless s,pecifi� D RAW N BY: JD tla ��tmi��asr�i�ta�arr This Pl"al expires 3 „yam from the appmal date,, uulc: , 5/5/2023 SCALE: SEE PLAN )1l air eaftt Sel I ' r SHEET N 0 0 N R/r 4- PUBLIC ACCESS ; AOVED T T H E 2513� SND OWNER FE � �1► o , g 3—a -9 A " p01F oR '�'���OO f\rB" 3.0 arGg� �pN�aN�56\ bbb%a B\6°u\O ba.$ 4 ti p OF OR �\ 3 +Orel C/C V 0. 03", �� W�d`gC A�Z / °�' \ — — o�1 Sr9 bz�A C) 2 ,01 b 3p o �� PARCEL IS SUBJECT TO THE RECORDED aCGe\ ON LA °°"Gm ° bC \ •V AS bz b\ b EASEMENT LIBER 12410 PAGE 944 C "�r� / x b3 J % O , ;a'p°�- \ / bp' � , JIM DEERKOSKI, PE ``ra\\ie^°b�i1$ J —(�3 ' a 1 poe x b3p3 ) /� "SHED"I I phone: 631 298-7116 aro ONy L r bZo / b3•32 1 %bz\o g °° 3 SIDED HORSE SHED O- OR�� re+'ry�f o@ 0 1 gr�J� ` j`'� \ % l / 60 1 °0.0 �D farce „ LI00,1% B/ , a���,'/��2� �5 _ _ _ \ \ %b3Zb \ / /, .® xb1.32 _& OX (XI .° bp.3 FOR STAYING OUT OF WEATHER) � .� p• . _ p°°�t 0 2� �r2 ya�° f\6rGe o• \ \ %bz Ab 00 (00 x e ° �4 gyp bp" °o 1, o 1 by l l %(op ha p,0 QR 01 ��1,5 �e/ °.°\ %50" g` 1 / ` \ \\ �� \ %b %bz ay I az / bo ae °° b Y. L \�� �,O` " v \° ( fen°6 g %� /�* q f N� \ \ \ \ \ a9 ` %by b3 xb°ay °°o 0 0- (OV � B ' xyaly %b\,y 7L as ��o°� ° BURRIED 1 ,000 GALLON PROPANE TANK \ \ %b\'30 xb\'3a / b2 8' X 12' GENERATOR PAD %yaal %y$.3 %bo� 0.61 0. { y9, \ ♦\ AO p,o Y. °• � ' �a ®� %y$�° \ ' \ , \ \ Al %b y9 p:� °® p'9� 'h� • •° 168' X 48' (8 064 S F) HORSE BARN x by 63 %&0,011 i i / 3 �/`��• • b\a \ ,�� FOR RAISING/BREEDING HORSES xbpa, xbo•ba / \b ab @o a o z xb\ ONE 2 BATH & ONE FULL BATH 13T Ste'' \ %ygy\ — — — _ \ %b0 Ag %bp'0 �/ y yi, , ,� �� ••',•g'xi\� \ %ya,33 %ya.3y ` \ x oi9• \ — / /' Z y1 ` \ b\9 O� $9♦ \ \ \ x 60.60 x b0$a / %b�ob 6\00 a ay \ %b1'b 5 �/� GUTTERS C V D/W TO HAVE NOTE: xya13 % \\ %bp"\9 xbO�o 1 xb\'z3 blab // b1 p, � / / ��rG, CLO/ SOLID COVER CASTINGS 11 %b3,zz \ SETTO GRADE NO CULTIVATED AREAS y ' a10 xyaay ,`� %y9.39 \ %bp9a \ YL(0\,(G\ PARCEL 5 ' / yA\ ®0 \ A \ 3 %bo`\A MAP (?F OREGON LANDING I do � � � NOTE: y y`'y \ %y$.a %yg' ` 1 � — — ' b g &A. ALL STRUCTURES ARE C� ,4rea = ;14r,303 sq,ft,l %bZa\ , /� _\ A 1 STORY. BOTH BARNS WITH 1,102 acres ,1 CRLEANOUT/ETE �IT' % %ba' b ,\e b A CONTINUOUS T DEEP FOOTING Q N kb \ x by 1 I 1 \WASHO T/ , ' T /� 1 O A. W \\ x ya / x y9 az A.az ®® c�QP,� . � a 1 CD %y9 y1 11 ao xb\\\ / 3p I / A �. '. (",As ba.\ O O F+'i P .,Al z 0 A z o x\Sy 11 / AT- 5 \ \ _1 6 39 b bA. O ' _ ���{O x xyg• / % J \� )1 � \I m���o°Q � \ � olE P `� �•�.\\ F"cf. 06, • \ NOTE: � V �• , PROPOSED DRYWELL LOCATION(S) yy \ ' `\ sr� / a'a\ �op � �� p, F 1 `_ ��o�q b \ �.. �; } b3 NO NEIGHBORING WELLS UC� O �" 99p /' Y. \\ xb\ \ �3\\� _ 4,F \ 1 'e, x A® ��•�' \.♦ 9 WITHIN 200' . fi °° xy \ \ b •� .� / •,~• � ' � xby.\z x a \9 /.64 /• •.. . ♦ a. y9.e %b0• 1( � i //? ,=6a 1 , w� a�y cod'. \•\ % by,b \ N. bpi\ `/ / / I�C =)/\ g� / / y % TOPSOIL 1 x b \ / / ` 'U d 1'l / �� •�1. - ,•\ LOCATION / 1y �•�• 93 �Jn 1 x bo 3 �6` t \ / 0ha x b3• / � o by,� J / %by" \ ♦ /!/ EXISTING WELL LOCATION FOR ANIMAL & LANDSCAPE USE Y. / Y. a �P ba,a y9,"t \ %60'y3 Ips / \ s �� %ba � ,� � �� /( \ \ \ G�\ o •�O /, / ` 0y. \ baa p boeF `0 /�.� , S7� 1 A,O — �`'° // h� C°Y ` x by.\b`\ \ s(ra 6 V l p90 / x d� ./'' brply (2)8'X8'DW \ •\ �, b i (- 1 . �• x w/GRATES (/ b1 p9 '..._.._:.:._.;��P .001* ' 1 PIPEDTOGETHER \� 3$ \ •\'\. ` eLe �1�1r PROPOSED DRYWELL LOCATION(S) O, oo �� d bAa (r '.: G�P,�� b0• VO , �c 9\ 3 J / "cF �• _. .. . " by' %bb' \ \ \•\. X�� by tb J by.\0 \•\ x by �A \ x HORSE WASH DOWN AREA - x %bb' , by as 30' X 60' (1 ,800 SF) EQUIPMENT BARN: _ s, '.� l... b.\3 bb,(,A \ r O 10 x b bb 29 x \ \( • � F"cc `•.- FOR FEED & EQUIPMENT STORAGE \ ` SILT N`E s ti 1 b.23 ZS by'b \, F %b � p3 d ay J s F G\. b�1 yrb0 66, ONE 2 BATH �'�� ,� "cF ��F�o'. �, xb %bb,z S+(G/ �O x q. �e\ %bb.a\ x WATER SERVICE NOTE: To�,� bb3 ;\ , — \ bbl NO NEIGHBORING WELLS cy g>. � Y.(,&.75 01,LpO WITHIN 200' 4 % ` — \� — ' *7— _ bba 3 \ 0 \0\\ ELECTRICAL S E RV I C E �'� 6,,3 ��°$ �-�"S b G 1�,.3y O O���G PROPOSED DECIDUOUS TREE �� �o ` ..J`�toN� Of DRAWN BY. JD PROPOSED SEPTIC LOCATION �o ��6$. <e ° k3 xb�\`peJ o�� < 4/21/2023 TOTAL LOT COVERAGE = 101344 SF '�<�- x�$ SCALE: SEE PLAN DOMESTIC WATER MAIN SERVICE TO MAIN �3��3 �PQM°� BARN. AUX. BARN RECEIVES FROM MAIN SHEET N O: THE FARM SHALL HAVE NO PUBLIC ACCESS GRADING AND DRAINAGE PLAN ' SCALE: 1 - 60 < 0- RUN-IN SHEDS CAN BE MOVED AT THE DISCRETION OF THE LAND OWNER . 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I I I �'7 ­­­: 11 _ � I - - , I D " - , �-V_ ' 'r I - 11 " __r__ �"i; :11.�_-11---_`--.`L1_.1'- "....- "Il.,."".,".41"."...,.'�l,,-%P-.��Is TE'. �! ::::,".1 � r, �". ..,.. -. izil,�11*lilil .�ill�l-.'..,!,!�,L; 7_�_� " I L "' " , , . ­"' , , , i4�4� .1 ' ' -__,� !-_.-.-._..�--._ .. .11 �1 _ ". . .. .., .., , I - _1 rr, `& \ N .,j I . PROPERTY LINE A STORM WATER MANAGEMENT DETAILS ERROSION CONTROL CALCULATIONS LOCATION: AREA: 2" RAIN PER HOUR: REQUIRED: CAPACITY: HORSE BARN 8064 SF 1347 CF (4) 8'dia., 8' deep 1352 CF EQUIPMENT BARN 1800 SF 301 CF (2) 8'dia., 4'deep 338 CF OGEE GUTTER-STANDARD 5" LINE OF DEFLECTI NOTES: (5"DOWNSPOUTS) SHEDS 480 SF 80 CF (2) 2'dia., 2'deep 84 CF 'lid 1).EXECUTION: N CONCRETE S AB A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: GRAVEL DRIVEWAY 44000 SF 7348 CF (11) 8'dia, 8'deep 7436 CF JIM DEERKOSKI, PE / A).CLEAN SURFACESURFACES USING LY PRIOR METHODS RECOMMENDSION. Paired U together B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR p g phone: (631) 298-7116 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 3 OOO PSI Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. CONCRETE ALI3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1),GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. TOP SOIL AN B).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. SO'MIN. D B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL BUT SUFFICIENT TO KEEP DEPRESS CUR CONNECTION WATERTIGHT. SEDIMENT ON SITE DRY WELLS TO BE 10' MIN. 4).PROTECTION: AT ENTRANC AWAY FROM BLDGS A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. Z HAY BAIL AND/OR B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL W SILT FENCING COMPLETION. w OO 0 1a O W O W u EDGE OF EXISTING ROAD PAVEMENT ° 0 ASPHALT TO TOWN HIGHWAY SPEC 8"THICK REINFORCED CONCRETE TRAFFIC BEARING SLAB 24"DIAMETER 2"ASPHALT ROAD SURFACE ON 4" CAST IRON INLET Z O �+ E COMPACTED RCA BLEND. GRATE 6 FRAME Q "C D- N ATYPICAL O •G c PLAN f f N or _ x PRECAST CONCRETE 0 = _`,• v CHIMNEY ce II=1111 0®®®® I1II1- Q® 18"TRAFFIC BEARING TOP OF CURB o®®® DRAINAGE PIPE.TYPICAL CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ®®®® 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. TOP OF CURB ASPHALT PAVEMEN EL. 45.5 i i "I FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. _ w D®® 10'DIAMETER x 4'DEEP PRECAST CONCRETE [I EL. 46.0 2 mfl D 3® LEACHING RING. _ _ 11111 IllU-11111 PLAN VIEW 3,000 PSI CONCR EDGE OF EXISTI G q = c�� & =11111 SLAB w/ 6X6 10/10 WWF CONCRETE CU I ROAD PAVEME T GROUND WATER 2'-0"Min. 10"C-Diameter 2'-0"Min. CLEAN SAND& GRAVEL FILL SECTION A-A EXISTING GRADE v` Typical Section @ Leaching Pool ROAD U 49� N CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 00 Z 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. HAY BAIL AND/OR FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. I ^ SILT FENCING O CROSS SECTION 5 18'-0"MAX. C.to C. v O rq � O RADE W< TEMPORARY CONSTRUCTION ENTRANCE F, x 1-1/2" WEARING COURSE 211 211 W V V � I ! Ii I I I ! I hili j ! III ! I ! I \! I ill ! I illli illl ' IiII illliii ! Iii ! I II ! I ! ! lili I\ '\ I,` I` ' ' ! ` I li i ! I ; I Ilillllll� '� f ^/� ,v'� ^f —� 4" COMPACTED BASE COURSE 2-1/2" BINDER COURSE PERSPECTIVE VIEW 3/4" STONE BLEND OR CRUSHED CONCRETE 36" MINIMUM 2 x 2 CLEANOUT/WASHOUT/WASHDOWN FENCE POST ANCHORING MATERIAL APRONAPRON PAVEMENT DETAILS NOTE: 2' WOVEN WIRE FENCE �1' COMPACTION TO BE COMPLETED (6 x 6 - 10/10 WWF) 2 10 mil.LINED POLY IN 4" LIFTS. Z FILTER CLOTH � 04 I I►I ALL DEPTH SHOWN ON THIS PLAN SLOpF MIN.8'X8' ARE AFTER COMPACTION. SCOPE: MAINTAINAINCE: EMBED FILTER CLOTH G��F ATEMPORARY EXCAVATED ORABOVE GROUND LINED 1.WASHOUT TO BE INSPECTED DAILY. CONSTRUCTION PIT WHERE CONCRETE TRUCK MIXERS 2.DAMAGED OR LEAKING AREASTO BE REPAIRED AND MIN. 6" INTO GROUND UZ AND EQUIPMENT CAN BE WASHED AFTER THEIR LOADS REPLACED IMMEDIATELY, HAVE BEEN DISCHARGED TO PREVENT HIGHLY 3.EXCESS RAINWATER THAT ACCUMULATES OVER 4" ALKALINE RUNOFF FROM ENTERING STORM DRAINAGE HARDENED CONCETE TO BE PUMPED TO A STABILIZED SYSTEMS OR LEACHING INTO THE SOIL. AREA(ie GRASSFILTER STRIP). UNDER NO CIRCUMSTANCES WASH WATER TO BE 4.ACCUMULATED HARDENED MATERIAL TO BE REMOVED NOTE: ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER WHEN 75%OF STORAGE CAPACITY OF STRUCTURE IS MAXIMUM DRAINAGE AREA SURFACE WATERS. FILLED.EXCESS WATER TO BE PUMPED INTO CONTAINMENT VESSEL AND PROPERLY DISPOSED OFF 1/2 ACRE / 100 LINEAR FEET CAPACITY: SITE. WASHOUT IS FOR CONTAINING SOLIDS,WASH WATER, S.DISPOSE HARDENED MATERIAL OFF-SITE IN A AND RAINFALL PER NYS STANDARDS AND SPECIFICATIONS. CONSTRUCTION/DEMOLITION LADFILL.ON-SITE DIPOSAL SECTION DETAIL A MINIMUM 8'X8'X2'AREA SHALL BE INSTALLED UNLESS MAY BE USED IF APPROVED AS PART OF THE PROJECTS OTHERWISE NOTED.IF EXCAVATED,THE SIDE SLOPES SWPPP(MATERIAL TO BE RECYCLED AS SPECIFIED OR SILT FENCE DETAILS SHALL BE2FTHORIZONTAL TOIFTVERTICAL. BURIED AND COVERED WITH A M INIMUIM 2 FT OF CLEAN COMPACTED EARTHFILL THAT IS STABILIZED LINER: FROM ERROSION. ALL WASHOUT STRUCTURES SHALL BE LINED TO PREVENT 6.THE PLASTIC LINER SHALL BE REPLACED WITH EACH LEACHING OF LIQUIDS INTO THE GROUND.THE LINER CLEANING OF WASHOUT STRUCTURE. SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10mIIs WITH NO HOLES,TEARS,AND ANCHORED BEYOND THE TOP OF THE PIT WITH A EARTHERN BERM, 12' (CROWN) 12' SAND BAGS,STONE,OR OTHER STRUCTURAL APPURTENANCE EXCE PT AT THE ACCESS POINT. NYDOT RCA&GRAVEL 1/2® 6.. J - DITCH(TYP) DITCH(TYP) ohl=_ r _- ..I I - r- h.-_JIIiIII- _3liT_ iii _Iilll Viii illi) =_il I i illll iii IIT I'F 4"COMPACTED BASE COURSE NYSDOT APPROVED AND GRAVEL DRAWN BY: 3D GRAVEL DRIVEWAY NTS 4/21/2023 SCALE: SEE PLAN NOTE : BASE COURSE FOR ASPHALT AND GRAVEL SHEET NO: TO BE RECYCLED CONCRETE AGGREGATE (RCA) (TYPICAL) PER NYSDOT SPECIFICATIONS POTABLE WATER LOCATION: AREA: DESIGN FLOW (GREY): 100 T 141 HORSE BARN 8064 SF 0.04 gpd/sf 322.56 god - 101 I I 142 SERVICE PANEL CONTROL HORSE STALLS 1S STALLS 10 gpd/stall 180 gpd 102 I I 143 BOX EQUIPMENT BARN 1800 SF 0.04 gpd/sf 72 gpd 103 TBI I z l44 104 145 ELECTRICAL CABLE TO CONNECTTO SHEDS 480 SF 0.04 gpd/sf 19.2 gpd 12AVG +AVG CONTROL BOX IN FLEXIBLE WATER 105 146 TIGHT CONDUIT SEAL HOLE AS REQ TOTAL 593.79 gpd 106 147 CONNECT TO SERVICE PANEL BY LICENSED ELECTRICIAN HORSE SANITARY DESIGN CALCULATIONS 107 CBI08 tt51,riORNeL, SILENCE 148 108 A A.;'-T- I CRt 16 *TNS10s 149 DESIGN FLOW DESIGN FLOW LOCATION: AREA: l09 CIRCUIT ALARMeREacER --s� i "• 150 I- -- -- -- -- -- -- -- -- -- -- -- --1 (GREY): (TOTAL): 110 CR18 I I s. AHIII 151 CRI 14 j CAST IRON GRATE HORSE BARN 8064 SF 0.03 gpd/sf 241.92 gpd JIM DEERKOSKI, PE I T FF EL:66' 111 TIPS Fs11z TBI I 1, , 152 ! TERM TO: la 3-15.9 IN-LD s 3 I CLEANOUT GRADE:65.5' LOCKING COVER 2)days:483.84 gpd phone: (631) 298-7116 112 -{� U 4 " 153 I I ELECTRICAL CABLE TO CONNECT TO GRADE:65.0 j CONTROL BOX IN FLEXIBLE HORSE STALLS 18 10 gpd/sf 180.00 gpd 113 ALARM FLOAT s• CRI14 s 3a •. 154 i 1 2 3 44 S n6 7 6 9 10 11 12 TBl WATER TIGHT CONDUIT fit• I>? - - --` - �- 7 �- -�- -� - - I SEAL HOLE AS REQ 114 LT115 e w 31 N: 155 ! I I I I I I I I 1 1 1 1 I Z TOTAL: 663.84 gpd �R 2 CAST IRONLL 115 %1, X2 CRI16 a 156 1 I I ( I I I I I 1 I xa TO EXIT BARN CSR 120 BEACON 1h 157 I 1 J. I L� 0-1 1 1 1 j �� FIIEnLLBv�IRN�AcTTo i 72, INV. EL:N62.6 HORSE SEPTIC TANK 116 -'I , ! e a, w Ll N V B L1 N Lt N y B EL: 64.0 CURRENT SENSING RELAY 1Df I I2dAE 1 BLOIIEa 1 BLOWER 2 1 I 6" DESIGN FLOW TOTAL: 663.84gpd DESIGN 663.84 gallons 117 CSR 128 CRI I8 158 I 11[011X],I'm 1 ALARM FLOAT Pup FLOAT I I INV. 4"dia. PVC gp (DESIGN) $ 118 . 3N 159 I EL: 64.0 @ 1/4"PITCH INV. y e ih L - - - - - - - 1 I EL: 62.5 (3)160 INV. 119 CURRENT SENSING RELAY v sr Nv 16D I I EL: 62.0 EL: 61.9 UJI EN 14 12-8 3/4"X 6'X 6'-10 1/2" CB120 TBI NTN I 1350 gal TANK 14AVG^ 120 - Iso; s - - - - -I r - - 6 161 121 C,RLU,OT'�BREAKER1162 ! Rip P I %� HORSE LEACHING POOL 122 CURRENT SENSING RELAY 163 I r*B I LUG ® o i I Bo DESIGN FLOW TOTAL: 663.84 gpd - 1.5 sf 442.56 sf leaching 123 M 164 1 TORI1lA: TO: I 45 IN-LB 124 BLOWER 1 165 I PROPOSED: 8'f�3,16'DEEP I I LEACHING POOL 125 166 1 OVERLOAD PROTECTION, I INV. FUJI CEN 14 MAIN DISCONNECT AND OVERCURRENT PROTECTION EL: 57.1 126 l67 I OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS ! SEPTIC TANK SANITARY DESIGN CALCULATIONS AND MUST BE SIZED ACCORDING TO PUMP/MOTOR 1 121 168 j MANUFACTURING SPECIFICATIONS EXTERNAL COMPONENTS (COMPRESSOR AND/OR PUMPS) PROVIDED BY OTHERS I T CLEAN colza SAND COLLAR DESIGN FLOW DESIGN FLOW �4aVG ^ TB1 AND MUST BE U.L. APPROVED THERMALLY PROTECTED PUMPS j 3'CLEAN LOCATION: AREA: 128 a Mlspo-� 7 - - - - � r - - e 169 ! INV. (GREY): (TOTAL): 1-18 I 1 SAND COLLAR LEACHING POOL EL: 46.1 129 BLOWER CIRCUIT REWR X128 170 I 8' DIAMETER 16'DEEP CURRENT SENSING RELAY TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. I EQUIPMENT BARN 1800 SF 0.04 gpd/sf 72.0 gpd 130 171 1 (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. I m 131 B2 172 ! CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND 1 z SHEDS 480 SF 0.04 gpd/sf 19.2 gpd 132 BLOWERS 1 173 1 DASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION 1 TOTAL: 91.2 gpd 133 174 1-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - --.J GROUND WATER _ (2)days:182.4 gpd 134 175 Vol SEPTIC TANK 136 CB136 �- - �; TBI - - - - - t77 135 176 DESIGN FLOW TOTAL: 593.8 gpd x 2 days 1187.6 gallons r ^z,� - - - 1 r - - z 78 SANITARY DESIGN PEOPOSED:FUJI CEN 14 12'-8 3/4"X 6'X 6'-101/2" 1 CIRCUIT BREAKER RN FLOAT 37 RIMPt 136 179 11011Q• MIS wsw,NG cw4uNT FROFICUN 1,dw"nnON IN 11 1350 gal TANK 139 P 180 SwW.,41r x:1x[1 Or IKPIOwLLa OR Irs[w ws IISCLOSEI IN IIQ[R IR FOO.VIIW PRIOR WRITTEN CONSENT. 0 140 Pl,p 1 181 is FRA„ RA,[ [�,„ aR �.,„ wrc FRdIErrID wa,Ela Rev LEACHING POOL �---• JJ 6nne u 6�ena ACD wails 1059267 IVA A • [09e& 6110 11 lEM Imm[ OEM PA PAGE SGU IUL SIIC f1ill C VIER [m m SAX wl on N/A N/A 101`1 NONE D to RN SCIEN IECM AER t BLOWERS w Alec DESIGN FLOW TOTAL: 1187.6 gpd +1.5 sf 791.7 sf leaching PROPOSED: 8'0,16'DEEP LEACHING POOL 1059267 CONTROL PANEL M ERROSION CONTROL CALCULATIONS LOCATION: AREA: 2"RAIN PER HOUR: REQUIRED: CAPACITY: HORSE BARN 8064 SF 1347 CF (4)Vdia.,8'deep 1352 CF •� 1 EQUIPMENT BARN 1800 SF 301 CF (2)B'dia.,4'deep 338 CF �I 12'-g „ SHEDS 480 SF 80 CF (2)2'dia.,2'deep 84 CF 00 z 4 n HBTFEM 311 , l,r GRAVEL DRIVEWAY 44000 SF 7348 CF (11)8'dia,8'deep CD 7436 CF HOT BOX 4'-11" 4'-34 B 3'-6- Paired up together Q w FROM X.41 *- ""0, D INLET BAFFLE O r McDonald GeoServices SCUM BAFFLE v V TEST COCKS POT3 1258 Southold,NY 11971 631.765.3677 RICIRCULATION P O ZZO N E 4 600 GPD Fel x IN PAN mcd�eo(a,,mTail.com AIRLIFT PUMP � V U 4"WILKENS 415 VAL E Test Hole Data Sheet o RFZ FLAN VIEW Name: Arrow Farm 5"INLET PIPE \\ // 4 F� Surveyor: \ / DISINFECTION CHAMBER Volume (gal) V \ / CYLINDER(OPTIONAL) T Sedimentation Chamber 837 Location: Cutchogue 61 Q2 Anaerobic Filtration Chamber 839 �• Tax Map Number: 1000-83-2-9.3 // \\ "OUTLET PIPE Q3 Aerobic Contact Filtration Chamber 378 0 Project Description: Site plan / \ ® Clarification Chamber 186 i SUPPO (3) Disinfection Chamber 12 0 6" DRAIN R•F,Z• VALVE NOTES Date: 10/18/21 -, IT' 12" RAIN DRAIN SCREEN 1, SUPPORT DEVICE FROM FLOOR / \ \O EFFLUENT Total Volume 2,252 PAN Z WITH PIPE STANCHIONS / \ AIRLIFT PUMP 4" REINFORCED ° 2. DEVICE MUST WAVE OS4Y VALVES -- Dark brown loam OL > < PC SLAB - SET °ao .°oe .°aA o .°ao .°aA . ----- t' ABOVE GRADE u!1 3. PROT>=CT DEVICES FROM FREEZING Brown silt ML SPECIFICATIONS z Anaerobic Media PP/PE 3' 4. PROVIDE 30" MINIMUM CLEARANCE Brown silty sand SM FLOW OPENING TYP B Board Type Aerobic Media PVC/PP/PE • ° ° IJ IN FRONT OF TELT COCKS -------_ 4• VENTILATION PIPE ( ) FLOW BAFFLE AIR INTAKE •A o•° O•A o•a ° 'rt (CLEANING OPENING) Aerobic Media PP/PE 4 °•', °•'° °•'° 5. DRAINS MUST BE SCREENED AND RECIRCULATION PIPE CANNOT BE SUBJECT TO FLOODING Brown fine to coarse sand SW Blower 7 cfm ':•° °• DIRECTION OF FLOW PLAN VIEW DIRECTION OF FL ° Tank FRP FROM BLDG USE THRUST BLOCKS FROM MAIN 6. DEVICES MUST BE MAINTAINED -------- 9' AT ALL BENDS IN AND TESTED ANNUALLY Piping PVC/PP/PE SUPPLY LINES (SEE DETAIL) WILKENS MODEL 415V INDOOR INSTALLATION Access Covers Plastic/Cast Iron Pale brown fine sand SP Disinfectant(Optional) Chlorine Tablets Brown clayey sand SC -------- 18' RECIRCULATION 12 3/4' Model specifications MAC20OR11 n „ 25 18"MANHOLE 18"MANHOLE ASSEMBLY 24 MANHOLE DISINFECTION 24 MANHOLE CFM 5.3 _ _7.1 Air Flow Volume - (300) 25 L/min 150 200 ® ® PSI CYLINDER(OPTIONAL) Normal Pressure ----2,9 --- Rated Voltage kva io- AC12o Brown fine to medium sand SP Frequency Hz 60 I I Power consumption w 115 1 155 ADD rFLOW OPENING --- 1 -- --- - Silt lbs. oz.20 _ Wei _ '1 k9 ---ADDr ok.9 11-[1,11 'o•' Outlet PIDe Dlamete Inch 1' 24' 4 Power Cord Length Inch 6'2' ' UL file number E341420 FwL I Country 01 origin Japan wW „ 7 w I I Instal let Lon/Operation a Ma,ntenanee NotearO '0./ 0��1 1+A O blower on leveled aolld base.Ensure adequate ventilation h-' ✓✓ �I and protect opainst direct suntight, Comments: No water encountered a - ecomt and ciean Internal air tiller epee every 3 months, DRAWN BY. JD -Recommend dlaphroem/valve assembly replacement once every / \ 12 montes, BOARD 1 1 rE (Neter o torn dl otoradm will tri ROer the nut omatic-Stop tunctlon,) , 1„ - Please make sure to tallow the Inatraatien Repeal. Test hole boring...$600.00 \ / 1-2- / 2 4 CONTACT MEDIA 4/21/2023 6'-102„ \\ \ //� 6,_94„ / 1 x "----- 51-0411 O 5'-3nFeC �'�o �„ /// \\ \O 5'-3111 5'-'] WELL 55333324.1 EL = 42.0 29, 41.0 NAVD88- 32.0 = HESGW 9.0 NAVD 88 J / \\ Y J22'-8411 Q�\ /�Q3 RECIRCULATION SCALE: SEE PLAN s 0 AIRLIFT ASSEMBLY WELL S16780.1 EL = 43.0 , 42.0 NAVD 88 - 37.0 = 5.0 HESGW NAVD88 Q SHEET N O ',eek AEROBIC MEDIA EL @ SITE: 65.5 NAVD 88 - 63' = 2.5 HEGW NAVD 88 PER LONG ISLAND DEPTH TO WATER VIEWER" g3 FLOW OPENING AERATION ASSEMBLY 4 9+5+2.5 /3 M-5.5 SECTION A-A VIEW SECTION B-B VIEW PROJECT TEAM c s PRINCIPAL ARCHITECT C N CEO PIETRO ROSATO, AIA FACING OREGON ROAD IX 168'-0" � z d SENIOR ASSOCIATE 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8' -0" 5' -0" 14' -0" 5'-0" 8'-0" 8' -0" g'-p" 8- 0" 8'-0" 8'-0" 81_01, 8'-0" 8'-0" GABRIEL LANDAVERDE 0 IL 0 N W PROJECT MANAGER '' JUAN DAVID LOPEZ 6 6 6 6 6 6 b 6 6 6 y W DESIGN ASSOCIATE > W DAYANA VILLADA o dD .. W2 2 2 J 1 2 2 2 W _j z CONSTRUCTION TYPE INFORMATION : 3 C • o • N 5'x12" FD FD FD FD FD o 00 W o 1 �--- USE GROUP: U FD N FD FD FD FD OFFICE GLULAM BEAM 16X12 12x12 STALL 12x12 STALL 12x12 STALL 12x12 STALL 12x12 STALL ' z CONSTRUCTION TYPE: 5B 12x12 STALL 12x12 STALL 12x12 STALL 12x12 STALL 12x12 STALL TACK ROOM W/GRILL FRONT& W/GRILL FRONT& W/GRILL FRONT & W/GRILL FRONT& W/GRILL FRONT &N _g _. o BUILDING TYPE: HORSE STABLE (AGRICULTURAL) W/ GRILL FRONT& W/ GRILL FRONT & W/GRILL FRONT & W/GRILL FRONT& W/GRILL FRONT& GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS J N o GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS � \ _ � W o ca 0o - - - co 5 5 5 5 b 5 5 5 b 5 ' q. .. ., z N GOVERNING BUILDING CODES : _ ON 3W 1 I 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 15'- 11" 16'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" Z BUILDING CODE: z - 2020 NYS BUILDING CODE O W O MECHANICAL CODE: '' y >- - 2020 NYS MECHANICAL CODE - - z `� z 0 0 � 3 0 o z � z ELECTRICAL CODE: 0o - 2017 NYS ELECTRICAL CODE CHANGING ARCHITECT PLUMBING CODE: AREA Pietro Rosato, AIA, NCARB NJ#21AI02032400 - 2020 NYS PLUMBING CODE 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 15' -b" 16'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" : NY#040210 FUEL & GAS CODE: o CT#AR1.0014118 - 2020 NYS FUEL & GAS CODE 5 5 5 5 4 1 3 1 1 5 5 5 5 ENERGY CONSERVATION CODE: o - - - 38°x38° __ _ _ - 2020 NYS ENERGY CODE SHOWER 1 p- o OWNER FIRE CODE: 12x12 STALL 12x12 STALL 12x12 STALL o - 1Up- 4 -8 3 00 KATHLEEN DEROSE 12x12 OPEN FRONT _' 8 LOCKERS 12x12 STALL 12x12 STALL 12x12 STALL 12x12 STALL W/GRILL FRONT & W/GRILL FRONT& W/GRILL FRONT& ,p N - 2020 NYS FIRE CODE b o WASH BAY -3 W/GRILL FRONT& W/GRILL FRONT& W/ GRILL FRONT & W/GRILL FRONT&: GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS ao 5"X12" 16X12 12x12 Q GLULAM BEAM FEED ROOM MECHANICAL ROOM GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS GRILL PARTITIONS WIND SPEED: 130 MPH BUILDING NOT CONDITIONED a N *FD *FD 'FD 'FD N •FD oQ *FD *FD •FD *FD N o 1 VANITY �; O Z 1 CONSULTANTS SEISMIC CATEGORY B bo 2 2 2 2 P OPOS�D,_ 0O r LOP SINK 2 2 2 2 00 C Q J THE STRUCTURAL DESIGN MEETS THE 2020 NYS BUILDING CODE IN ACCORDANCE \ '� HOSE BIBB 8'-01 2" 7'-3" 4 WITH CHAPTER 16 FOR ,AGRICULTURAL BUILDINGS WHERE NO PROCESSING, PACKAGING, NOR TREATING AGRICULTURAL PRODUCTS WILL BE COMPLETED. 6 6 6 6 7 7 6 6 6 6 FURTHERMORE, THE BUILDING WILL NOT BE OPEN TO THE PUBLIC. 8'-0" 8'-0" 8' -0" 8'-0" 8'-0" 8'-0" 8'-0" 8' -0" 8'-0" 5' -0" 14'-0" 5'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8' -0" 10 A L L T H I N G S D I R T FLOOR AREA CALCULATIONS 168'-0' ALL THINGS DIRT INC. 184 NORTH FERRY ROAD LEVEL EXISTING PROPOSED AFFECTED VOLUME SECOND FLOOR PROPOSED FIRST FLOOR PLAN FACING REAR YARD SHELTER ISLAND HEIGHTS, NY 11965 FIRST FLOOR 0 SF 8,064 SF 96,768 CF 1 ELECTRICAL LEGEND W a 0 DUPLEX RECEPTACLE DEDICATE DUPLEX RECEPTACLE s3 SWITCH"#" INDICATES POLE 9'-0" FROM GRADE 10'-0" FROM GRADE 9'-0" FROM GRADE 12'-0" FROM GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ PENDANT LIGHT � A B EXHAUST FAN.-VENT TO EXTERIOR EF *F1 RECESSED LIGHT FIXTURE I - - - - - - - - PSO P'Q P � P - - - - - - _ - - - _ U WALL MOUNTED LIGHT FIXTURE 1/ \II o F3 P SCONCE-BARN LIGHT ELECTRIC /SPS-0448 REV. C I ,' - _ - _ _ , P\O P m \ P\ P O A I I qOD OHO - - - _ _ 00 O _ - - - - _ - - - _ _ O B SCONCE- BARN LIGHT ELECTRIC/SPS-0478 REV. A C FLOOD-AMERICAN LIGHTING/FORA 3-CCT D 4'-0"FLUORESCENT LED LIGHT \` / " - � I - - _ \ � ' � o `� 1 z {�- CEILING MOUNTED FAN/LIGHT FIXTURE COMBINATION D �I O O 12'-6'/'f ROM GRADE cH 12-6 FROM GRADS —�..�o PROJECT NAME D ARROW FARM HORSE BARN PROJECT ADRESS DOOR SCHEDULE - I {f' _ - - - - - - - - - - - - - - 13945 OREGON ROAD REFERENCE CUTCHOGUE NY 11935 COUNT DOOR ID INFORMATION SIZE LI Ie: i $ i' '. s ' MODEL WIDTH HEIGHT AREA - 1 E' Z E s O O O 11 \� V v V v� � O C/ v \\ \,� _ F1lq� 11 \\ - - �\ I - -0 9 1 ENTRY DOOR 3'-0" 7'-0" 21 SF - -'- ( ' � 1 ! 1 O - - _ _ _ _ - O Uv - - - - - - , SHEET NAME 18 2 DUTCH WINDOW 4'-0" 4'-0" 16 SF `\ ` " _ - - - - - - _ �� \ \ / , l�� F i P _ ` ` _ PROPOSED FIRST FLOOR P �' - - PLAN & ELECTRICAL PLAN 2 3 SPLIT SLIDER 14'-0" 12'-0" 168 SF I _ - 2 4 SPLIT SLIDER 14'-0" 10'-0" 140 SF 11 12'-0" FROM GRADE _ - - - - - - - - AN 18 5 STALL SLIDER 4'-0" T-0" 28 SF — I F' , i�l Fi d h 1 8 ENTRY DOOR 2'-0" 7'-0" 14 SFS Grand total:50 B A - - - - - - - - - - - - - y��FtEDARcti WINDOW SCHEDULE 9-0 FROM GRADE 10-0 FROM GRADE 9-0 FROM GRADE i � sao os Project#: PS23-150 REFERENCE Date: 12/23/2023 Jr WINDOW INFORMATION SIZE POSITION n ELECTRICAL FIRST FLOOR PLAN y: Dv Drawn b COUNT ID TYPE: OF WINDOW Checked by: GUPR Seal MODEL WIDTH HEIGHT AREA HEAD 1/8" = 1'-0" HEIGHT 18 6 AWNING WINDOWS W/GRID 4020 4'-0" 2'-0" 8 SF 10'-0" 2 7 SINGLE HUNG W/GRID &SCREEN 3038 3'-0" 3'-8" 11 SF 6'- 10 114" An' Grand total:2000 E Scale rn M O O d' N O N T CID 3"VTR J JL — — — — — 3"VTR 3"VTR J — —IL — — — — — — — — — — — I— — — — — ROOF 3"VTR JIL — — — — — — — — — 1-1/2"VTR JL — — — — — — -JIL- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � - - - - - - {- - - - - - - -1- - - - - - - - - - - - - I I 1 i I I I I I I PROPOSED I 1 PROPOSED I BATHROOM IAIINORYD I I 1 I — _ _ 2" _ _ _ 2" — 1 - , - - I l 2.1 2. I - - I2" 7,1 2.1 1-1/2" 2"I 1-1/z'I 1T 11-1/2' 7 2" 2,1 2„1 2„ �2” z,I2"I 1 1 NEW W6ER 2.I 2„1 .I z•I 7,1 NE W.0 "�" NEW slob SINK I I i I I y',C NEW VAN I I 'I I NEW AN I m I 1 1 1/2 NEW FIOOR NEW Fµ00R NEW F OOR NEW F�OOR NEW FLOOR I NEW FIOOR NEW FµOOR NEW FLOOR NEW FILOOR NEW FLOOR NEW FIOOR NEW F�OOR NEW FLOOR NEW F�OOR NEW F�OOR NEW /IL NEW IN NEW F IN NEW F JDR — — NEW SHOWER I 1 IN JORINOJDRO DRAIN DRO DR IN C.O. 1 DR IN DR IN DRAIN DR �IN DR IN C O DR IN DR IN DR IN DR IN DR IN C O 1 DR DR IN DRAIN C.O. C.O. — — — — — 3 — — 3— 3 3” — —C.O. C.O. 1-1/2' — 3 3., I 3" 3., � 3, 3, —1 3., 3' 3., 3" 1 GRADE 3' 1 1-1/2" I t 3" si, 1-1/2" 3 3" 3" 3" 3" 31 3 CONNECT TO EXISTING SANITARY LINE 4 PI I IMBING RISER NOS. ALL HORIZONTAL PIPE RUNS,WASTES OR VENTS SHALL PITCH A MINIMUM OF 114'PER FOOT. ALL VTR'S TO BE LOCATED IN REAR ROOFS IF POSSIBLE. VTR'S SHALL NOT BE LOCATED WITHIN 10 FEET OF A WINDOW. CONTRACTORS LICENSED PLUMBER TO REVIEW DIAGRAM AND CORRECT AS REQUIRED. ALL WORK TO CONFIRM WITH ALL APPLICABLE CODES. THE EMERGENCY OVERFLOW CONDENSATION LINE SHALL DISCHARGE AT THE EXTERIOR WALL DIRECTLY ABOVE THE NEW SECOND FLOOR BATHROOM WINDOW. SANITARY RISER DIAGRAM 1 ARCHITECT Pietro Rosa1 NIJ#21 A102 NY#040211 CT#ARLOC WATER SUPPLY FIXTURE UNITS (WSFU) OWNER OTHER THAN INDIVIDUAL WSFU QTY TOTAL DWELLING UNITS KATHLE CLOTHES WASHER 4.0 1 4.0 LAVATORY 1.0 2 2.0 _ _ — _ —HOT WATER _ _ NEW(2)2x4 TOP PLATE 2.0 1 2.0 (� — COLD WATER k= (NAILHEADS COVERED W/ LAUNDRY SINK I — — — — — NEW MIN.2X4 WOOD STUD C (JOINTS JOINT S COVER ND) 2 5 1 2 5 TT UNDERSIDE OF CEILING UNDERSIDE OF CEILING 16"O.C. (JOINTS COVERED W/JOINT HOSE BIBB (1 HOSE BIBBS) I I Q I I I I W I I I 2X4 STUDS 2X4 WD STUDS 2X4 WD STUDS 2X4 WD STUDS COMPOUND&FIBER TAPE) 1/2 (1) HOSE BIBB 2x4 STUDS Q 16"O.C. 2x4 STUDS Q 16"O.C. —► pis'o.c. ie"O.C. CERAMIC TILE OVER THIN SET SHOWER 2.0 1 2.0 W O �s"o.c. ®ieo.c. ADHESIVE OVER MOISTURE O 0 I I I I I p I I —� R-13 INSULATION RESISTANT BACKER-BOARD TYP CONSULT WATER CLOSET. 1.6 GPF GRAVITY 2 5 2 5 1 a- _ NEW 1/N THICK MOISTUBACKER-BOARD TANK iV I (V iv I cV I O ~ N N N v I v UI I 0I °00 I FULL PORT 1/2"GYPSUM BOARD 5/8"GYPSUM BOARD RESISTANT BACKER-BOARD TYP m c i i o- 3 c� M BALL VALVE ONE SIDE TOTAL BUILDING WSFU'S 17.5 EACH SIDE TYPICAL 1/2"GYPSUM BOARD FINISH FLOOR 5/8"GYPSUM BOARD NEW SLOP NEW NEW NEW NEW NEW NEW ( ) FINISH FLOOR ONE SIDE SINK WASHER WC LAV SHOWER WC LAV EACH SIDE TOTAL W.S.F.U.'S FOR BUILDING= 17.5 GRADE NOTE: NOTE: D IN BATHROOM INSTALL MOISTURE RESISTANT GYPUM BOARD IN BATHROOM BUILDING DEMAND IN GPM = 13 GPM (TABLE B.5.4.) FOR NEW INSTALL MOISTURE RESISTANT GYPUM BOAR - 2x4SOLE PLATE BUILDING TYPE L COPPER TUBE TANKLESS SECTION VIEW PLAN VIEW SECTION VIEW PLAN VIEW A W.H. SECTION VIEW RPZ BACKFLOW PREVENTOR WITH AIR GAP 18 1„ RR-=-RR -_ /4�BATHPOOM NON &EARINGINON�TED SHELTEF M `{P— C;:�— — _ < �—�-�uE111S1Ji CISLI v� NO RATING REQUIERED SENSUS STRAINER RISER CONTROL VALVEPARTITION TYPESuu 1"WATER SERVICE GATE VALVE GATE VALVE REQUIRED 2 WATER SUPPLY RISER DIAGRAM /18 - 10 ® Z CLOSER W/CLOSING O z SPEED OF 5 SECONDS FROM 900 TO 120 AS PER to 1u 1 ICC/ANSI A17.1-2009 V7 W i % o SECTION 404.2.7 10 j RESTROOM \ HOT WATER AND DRAIN i \ PIPES UNDER SINKS SHALL \ — BE INSULATED OR \ OTHERWISE CONFIGURED / /� DOOR-OPENING FORCE OF / MIRROR TO PROTECT AGAINST ADA TACTILE SIGN WITH \ 5 LBS MAX.AS PER PLUMBING LINES , CONTACT.THERE SHALL BE i z BRAILLE INSTALLED AT ICC/ANSI Al 17.1-2009 SHALL NOT -I NO SHARP OR ABRASIVE \ SECTION 404.2.8 z — EXTEND I SURFACES UNDER SINKS. LATCH SIDE OF DOOR /' ° CENTERED WITHIN 18" T— '-'r Z � I —--- OUTSIDE THE 00 1 SHADED AREA I LOCATE ALL Q / 1 ' ' PLUMBING / PROJEC o GRASPABLE LEVER ON ARRC 30"X48"CLEAR I HARDWARE OUTSIDE ° ACCESSIBLE RESTROOM / DOOR SURFACES WITHIN FLOOR SPACE I Q x ) OF x z DOORS AS PER ICC/AN / Q z TOE/KNEE CLEARANCE Q ;% A117.1-2009 SECTION / 10 1 IN I ) 2 OF THE FLOOR SHALL BE A PROJEC FRONT OF 1 o OFF j AREA SOT 346MIN./48" SMOOTH SURFACE ON THE LAVATORIES. F-C14 SET z / / PUSH SIDE AS PER ICC/ANSI DR �„ Q.. . FLOORBOVE FINISH FLOOR A117.1-2009 SECTION L — — — — — J AIN° / MAX_MIN 404.2.9 CU TOE — -i —KNEE CLEARANCSIDE ELEVATIONI7 MIN. CLEARANC FRONT ELEVATION REINFORCEMENT PLAN E. E FOR THE INSTALLATION OF SHEET GRAB BARS SUF j 39"41" W.C. / I \ zI / _ 60"X66" CLEARANCE Project#: 54'MIN 6' —36"MIN ( WITH LAVATORY PROVIDE / REINFORCEMENT 18" 12"MAX / BLOCKING 12"MIN 24"MIN FOR THE I I 42"MIN rIN WALL i ate: � / INSTALLATION OF � I � FOR GRAB GRAB BARS I / THE TOILET PAPER Drawn y DISPENSER SHALL BARS \ / Checked CD NOT BE 1 // �o LOCATED r) i/ — _ - - - - - ---- - - J BEHIND THE M7°_q° / N M — — — GRAB BARS 5'-0" Scale y PLAN SIDE ELEVATION FRONT ELEVATION 4 ADA BATHROOM DETAIL 1/2 = 1 -0 QUOTE # - AQS 1 21 78 - 003 Nee-'NEp I 1 11 I I I 1 -i EEEHW7 __j I I I FIE 9 I t NXI 00Ix as EAVE #1 U')loo 00 O N GABLE #2 3/13/2023 : (CW) CHANGED D UTVH WINDOWS BUILDING SIZE: 48x168x12'-4" DATE: 3/17/2 22 James A. Koppenhaver, P.E. ��'��%V11111111111� ",/, DRAWN BY: Job Number: 0 575 Van Reed Rd ��� o rz�� 3/17/2023 . (CW) CHANGED WINDOWS CHRIS WALKER SHEET: Wyomissing, PA 19610 ,•� ..••..,., '' /1 cn _ T' 484-794-9949 �w CHECKED BY: D E ROSE 001 koppenhaverpe@gmail.com • '� ; Vol 8/9/20"23 : (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES Elevations ppenhaverpe@gmail.com ,. 46 if �,/►: ■ . •� . i cn 8/21 /2023 : (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRESS: Iwo - fA . > 8/29/2023 : CW ADDED BEAM 14' EAVE SLIDER DOORS KATHLEEN DEROSE JOHN ZIMMERNAM � �, � a�. � � ,�± , U ( ) 13945 OREGON RD ZIMMERMAN BUILDERS �` • '�' Alpine Building & Post Supply CUTCHOGUE, NY11935 ' +. 9/1 /20,23 . (CW) UPDATED WIND SPEED 696 South Rt. 183 -117 137 RIDGE AVE. ,.,ffi �•.�% � • ,• �-': ' EHRATA, PA 17522Schu IkiII Haven PA 17972 �' �•''"" � Schuylkill 717-925-4117 (H) r,,���S �C��"i� ,+►`'' 1 -888-533-2985 TOLL FREE ALL RIGHT5 R.E5ERVED DY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERM15510N . QUOTE # - AQS 1 21 78 - 003 s FEN 0, N��"-100 . ffil ao EA co CO N GABLE #1 3/13/2023 : (CW) CHANGED D UTVH WINDOWS BUILDING SIZE: 48x168x12'-4" DATE: 3/17/2022 James A. Koppenhaver, P.E. 3/17/2023 : (CW) CHANGED WINDOWS DRAWN BY: Job Number: 575 Van Reed Rd *'0 of 6 kjr CHRIS WALKER SHEET: Wyomissing, PA 19610 , � � j,, ,►rf CHECKED BY: D E ROS E-001 koppenhaverpe@gmail.com ,+ ��` �•. � 8/9/2023: (CW) UPDATED ENTRY DOORS INTERIOR FINISH CEILING HATCHES Elevations 2 koppenhaverpe@gmail.com ,� •* •,p. o • _ 21 2� 2 (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRE • = " '` aw KATHLEEN DEROSE JOHN ZIMMERNAM am = " ` ir low 8/29/2023 : (CW) ADDED BEAM 14' EAVE SLIDER DOORS ' Ujfta @ 13945 OREGON RD ZIMMERMAN BUILDERS rr Alpine Building & Post Supply CUTCHOGUE, NY11935 �, - 0 9/1 /20,23 . (CW) UPDATED WIND SPEED 696 South Rt. 183 137 RIDGE AVE. .,� , . ,.b ,. E H RATA, PA 17522 ., ' " @0 ?71142 . ` Schuylkill Haven, PA 17972 717-925-4117 H ''* 'C, , ► ''`'' ,►' ` 1 -888-533-2985 TOLL FREE ALL RIGHTS RE5ERVED BY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERM I5510N , QUOTE # - AQS 12178 - 003 168'-0" 11_ 11 81.011 81.011 81.011 81.011 81.011 81_011 81_011 81.011 81.011 51.011 1 ^1.011 5V_O11 81-011 81.011 81.011 81.011 81_011 81_011 81_011 81.011 81-011 11-011 (� (� (� + V V (� U V �J �} 1, V V U U V V (� Or -------- --------- ---- ---- -------- --------- ---- ---- -------- ------ — ---------- ------ ----------------- ------ ---------- — ------ -------- ---- ---- --------- -------- ---- ---- --------- -------- —, CO 020, O62 2 0 6 O — 0U 2 62 6 0 6 O 4 0O I IN 12X12 12X12 12X12 12X12 12 ( O O O O - O I XI �Y��v < 12X12 12X12 12X12 12X12 12X12 1 p STALL STALL STALL STALL STALL j I GX 12 < � 1 GX 12 < STALL STALL STALL STALL STALL j 00 I W1 GRILL FRONTGRILL FRONT FRONTL W1 FRONT ? FINISHED � ) 5" x 12" FINISHED W/ GRILL W/ GRILL W/ GRILL W/ GRILL W/ GRILL I 00 ROOM < GLULAM � ROOM t FRONT FRONT FRONT FRONT FRONT GRILL GRILL GRILL GRILL GRILL > < GRILL GRILL GRI LL GRILL GRILL PARTITIONS PARTITIONS PARTITIONS PARTITIONS PARTITIONS > j BEAM ! PARTITIONS PARTITIONS PARTITIONS PARTITIONS PARTITIONS 1 0 0 Oj 0 0 \^^^��^�� 0 0 0 0 5 C:) III IIIO o -1 I O O I80 I 1 - I 1 I CD I o I I 1 I ( > < I O 0 CEILING ` j CEILING 1 3 ! © 3 I _� 00 d- I O ) O 1 -1 I 1 1 I I 1 - I 1 I I 1 C:) z- 000 0 0 0 �� �v��� 0 0 0 5 o I8C0:) 12X 12 1 2X 12 1 2X 12 1 2X 12 / �I > 5" x 12" OF I 1 2X 12 1 2X 12 1 2X 12 1 2X 12 1 STALL STALL STALL STALL 12X 12 OPEN I GX 1 2 I > GLULAM ) 16X 12 O 12X 12 STALL STALL STALL STALL , W/ GRILL W/ GRILL W/ GRILL W/ GRILL T I O BEAM < W GRILL W I FRONT FRONT FRONT FRONT FRONT WASH > FINISHED t ) > FINISHED UNFINISHED / / GRILL W/ GRILL W/ GRILL C:) j GRILL GRILL GRILL GRILL BAY ) ROOM ) j ROOM TACK ROOM FROT FRONT ON L F PONT FRONT i O PARTITIONS PARTITIONS PARTITIONS PARTITION / \��^ ) PARTITIONS PARTITIONS PARTITIONS PARTITIONS I 6 6 6 \.......� 6 1 00 7 6 66 20 22)OG 20 2 20 O 2G O Q O O 2 2 OO O O Ill a _ I- -------- ---------------- ------ ---------- --------- ------------------- ---- ---- -------- --------- ---- ---- ---------- --------- ---------- ------ — ---- -------------- - ' ' ----- --- --------- —--- --------- 71 11 '-0 '-0 '-0 '-0 '-0 -0 '-0 '-0 '-0 '-0 ' ' " ' " ' " ' " I ' I ' "1 ' 011 8'-0" 888888885145 -08 -08 -0I8 -08 -08 -08 -0118'-0" 8'-0" 8 - 1 '- t— " WINDOW & DOOR SCHEDULE Y T PE WIN W / 00 OI ENTRY DOOR ( 9LITE) 3070 38" x 84" ODUTCH WINDOW 4040 51 �z" x 51 " SPLIT SLIDER 14X 12 OSPLIT SLIDER 14X 10 14'x 10' 5 S LL LIDS 4070 48"x84" E.0 Awning Window w/ Grids 4020 48"x24" 7 Single Hung Window w/ Grids Screens 3038 36"x44" 3/13/9'2023 : (CW) CHANGED DUTVH WINDOWS BUILDING SIZE: 48xIJ 68x12'-4" DATE: . DRAWN BY: 3/17/2022 James A. Koppenhaver, P.E. 3/17/,9023 : (CW) CHANGED WINDOWS Job Number: Wyomissing, Van Reed Rd �''� of * ■ CHRIS WALKER SHEET: Wyomissing, PA 19610 ,�•��� Rye* •.., ,. 'z,,��„ Cn 484-794-9949 �,�'t ees �"r*e 8/9/2023 : (CW) UPDATED ENTRY DOORS INTERIOR FINISH CEILING HATCHES CHECKED BY: DEROSE-001 Pole Plan koppenhaverpe�gmail.com �. ,+ .« „�� O •�j tri. ,lr i . . rk cn 8/21 /,I/_023: (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRESS: KATHLEEN DEROSE JOHN ZIMMERNAM — ; f € ZD : cap �- < • aft is -- a� 8/29/02023 : (CW) ADDED BEAM @ 14 EAVE SLIDER DOORS 13945 OREGON RD ZIMMERMAN BUILDERS ` ' # �' Alpine Building & Post Supply CUTCHOGUE NY11 = �: :" �� zr 9/1 /2023 : (CW) UPDATED WIND SPEED 696 South Rt. 183 935 137 RIDGE AVE. :��, , • ..rN« M�,. E H RATA, PA 17522 '01 ' ' ''•0" 1 ' �o•` Schuylkill Haven, PA 17972 717-925-4117 H r�'' fi t `"0%0 1 -888-533-2985 TOLL FREE rMme1000 ALL FIGHTS RE5ERVED BY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION . QUOTE # - AQS 12178 - 003 2X4 PURLINS 2' O.C. 12 27 GA. ROOF STEEL 4 • • . � 0 . . • • • • • • • • 2X6 TRUSS TIE-PLATE H10 HURRICANE TIE r 2x12 SYP #1 OR BETTER 3 PC. SOFFIT / FASCIA TRUSS CARRIERS 2X4 BLOCKING 2X6 SUB-FASCIA 3 PLY 2X6 POST 12'-4" 12' 28 GA. SIDE STEEL 2X4 G I RTS 2' O.C. 2x6 TREATED SKIRT BOARD 4" CONCRETE FLOOR (OPTIONAL PER CUSTOMER) 4"-6" STONE BASE (OPTIONAL PER CUSTOMER) f F ° SEE DETAIL C� 3/13/2023 : (CW) CHANGED DUTVH WINDOWS BUILDING SIZE: 48xl 68x1 2,-411 DATE: 17 2 2 (CW) DRAWN BY: Job Number: 3/17/2022575man Red Rdpenhaver, P.E.3/ / 0 3 CHANGED WINDOWS CHRIS WALKER Wyomissing, PA 19610 ° + 3 �, U) SHEET: TYP ,'�"� •••"„�• ' �z CHECKED BY: D E ROS E-001 484-794-9949 • • � 8/9/2023 : (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES koppenhaverpe@gmail.com ��NN ,.�s " at t09 �► �ie,0 .o Cross Section , :• ,. ; , .v� 8/21 /2023 : (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRESS: •` °" . > 8/29/2023 : (CW) ADDED BEAM 14' SAVE LIDS KATHLEEN DEROSE JOHN ZIMMERNAM � � limp @a SLIDER DOORS 13945 OREGON RD Alpine Building & Post Supply ZIMMERMAN BUILDERS ,w 9/1 /2023 : (CW) UPDATED WIND PEED CUTCHOGUE, NY11935 137 RIDGE AVE. -� k •S 696 South Rt. 183 =,� ', 4 , . Schuylkill Haven PA 17972 E H RATA, PA 17522 '•,� 10 ••,077142 ,•• '��, �',� _•"' �°� ,�+�' 1 -888-533-2985 TOLL FREE 717-925-4117 (H) S rEs sio ' % ALL RIGHT5 F.E5ERVED BY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERM 15510N. QUOTE # - AQS 12178 - 003 ( 2X4 PURLINS AT 24" ON CENTER ( 12) 12d NAILS J GRADE METAL ROOFING OVER- TR(�S HANGS FASCIA BY 1%2" ° ° S�S o 0 C� 48,, 2X6 SUB FASCIA ATTACHED ° ( a I 1 UNDISTURBED BASE SOIL (8) 12d NAILS TO FASTEN % . . W/ 3 NAILS AT EACH TRUSS ° o ° EARTH BACK FILL TRUSS TO TIE PLATE �" & (1 ) 4" LEDGER-LOK EVERY ° < 3'-0" I III �I I ( III I (2) UPLIFT PLATES PER POST 2X6 TRUSS TIE DOWN BLOCK OTHER TRUSS 12d NAIL o 0 „(8) S ° /-- 2x4x 12 NAIL BLOCK III I III—�I-I-I�I� I CONCRETE COLLAR ADDED ATTACHED TO CARRIER 4'-0" o/c METAL FASCIA TRIM o 0 III -� ��=°��I" I WITH 16 NAILS 8 PER SIDE MIN. . AFTER POST IS SET IN PLACE ( ) ( ) VINYL SOFFIT ° I :.. •* 111 III II „ © O 00 , ' � :~�!� 8"X24" CONCRETE FOOTING NAIL BLOCKS (NAIL BLOCKS F .� -� �� I & J TRIM — ARE NOT USED WHEN LVL's 14" 24" DEEP OR GREATER ARE USED) ATTACH CARRIERS TO POST IN ACCORDANCE WITH DETAIL HA-1 POST =FD FOOTER DETAIL METAL SIDING HA 2x12 SYP #1 OR BETTER . 1 ROOF EDGE DET. HEADER ATTACHMENT 2x6 TRACK BACKER #2 SPF FASTEN RE TO GABLE TRUSS BOTTOM 2x6 CHORD METAL SIDING 3 W/(2)12d (3.25 Lx.131 O) EVERY 2x4 GIRT FOOT OF BACKER LENGTH /— TRACK MOUNTING BRACKET FASTEN TO 2x6 TRUSS BOTTOM CHORD 3 12D RING SHANK GUN NAILS 2x6 TRACK BACKER W/(2)16d NAIL ( ) 1 -MOUNTING BRACKET INSTALLED ALONG PER CONNECTION TO TRUSS TYPICAL 2"X 4" EVERY 2' OF TRACK PURLIN AT 24" O/C 27 GA. PRE- PAINTED STEEL TRACK & TROLLEY SLIDING DOOR ASSEMBLY ROOFING PANELS - TYPICAL PRE-PAINTED STEEL (HEIGHT ADJUSTABLE) GABLE RAKE TRIM SLIDING DOOR TOP GIRT SLIDING DOOR METAL SIDING 2"X 6" S.P.F. END RAKE WITH METAL FASCIA COVER UNIVERSAL RIDGE CAP � ATTACHED TO EACH R I B GABLE SLIDING DOOR GABLE END TRUSS VINYL SOFFIT PANELS W/ 1Y2" ROOFING SCREWS So MOUNTING HARDWARE DETAIL STEEL F-J-CHANNEL OUTSIDE FILLER - TYP. TYPICAL 2X4 PURLINS _i3 AT 24" ON CENTER 2x6 #2SPF DOOR JAMB DOOR TROLLEYS - 28 GA. PRE- PAINTED STEEL POST FASTEN TO SIDE DOOR POST W/(2) SIDING PANELS - TYPICAL METAL ROOFING 2x4 WALL GIRT 12d EVERY FT OF POST LENGTH 2x6 TOP GIRT s E METAL SIDING IV3 olc - ALUM. SIDE RAIL 04,6 JAMB LATCH 2x4 DOOR GIRTS 2' O.C. GQ TYPICAL GABLE OVERHANG DETAIL 2x4 DOOR GIRT - INSERT IN ALUM. SIDE RAILS 1 �- METAL SIDING 2x6 TREATED SPLASH BRD. J CHANNEL SLDING DOOR ASSEMBLY W/BARRIER TAPE #14 JAMB TRIM ALUM. SIDE RAIL So SLIDING DOOR JAMB S° SLIDING DOOR ASSEMBLY R ROOF RIDGE DETAIL 2 1 (TYP. FOR GABLE OR EAVE LOCATION) 3/13/2123 : (CW) CHANGED D UTVH WINDOWS BUILDING SIZE: 48x168x12'-4" DATE: James A. Ko enhaver, P.E. 3/17/2()23 : (CW) CHANGED WINDOWS DRAWN BY: Job Number: 3/1 7/2022 575 Van Reed Rd p �,+�' �' � CHRIS WALKER Wyomissing, PA 19610 ' 4"" #'0, � SHEET: Y - 9600•••.0 P,, �`,�"�,� 8/9/20�?3 : (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES CHECKED BY: DEROSE-001 p koppenhaverpe@gmaii.com �` •• � �' • , , eta�l A _cn 8/21 /2023 : (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRESS: " ;40 ' ; dow > KATHLEEN DEROSE +'" f' 8/29/2023 : (CW) ADDED BEAM @ 14' EAVE SLIDER DOORS JOHN ZIMMERNAMoft rr Alpine Building & Post Supply 13945 OREGON RD ZIMMERMAN BUILDERS CUTCHOGUE, NY11935 137 RIDGE AVE. 9/1 /20e'23 : (CW) UPDATED WIND SPEED 696 South Rt. 183 E H RATA, PA 17522 `•�., '•40?714`�.. ' , Schuylkill Haven, PA 17972 �, 1 -888-533-2985 TOLL FREE 717-925-4117 (H) -fit/ PESSt '��, ALL RIGNT5 RE5ERVED BY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITI-10UT WRITTEN PERMISSION . 1111I 111100 TYP. SCREW PLACEMENT - QUOTE # - AQS 12178 - 003 USE 1 " QUICK SEAL WOOD BINDERS (4) PER SHEET METAL SIDING POST METAL SIDING 2x6 TREATED SKIRT BOARD 2x4 GIRT WITH BARRIER TAPE - TYP. BASE TRIM SS SIDING SCREW PATTERN DETAIL 1 Y2" EXPOSED REMOVE THIS SECTION OF GIRTS r ' SPLASH BOARD AFTER ATTACHING TO JACK STUDS SHIM DOOR AT KNOBS & 6" FROM TOP '� '' ' 2� 11 //, 2x4 TOP NAILER (SPF) & BOTTOM OF DOOR ATTACHED TO 11ISCREWS JACK STUD W/ 3" SCREWs (Bf� BASE TRIM DETAIL T CARRIERS POST 2x4 FILLER 1 2x4 G I RTS 2x4 GIRT 177 �. �. _T_ METAL SIDING METAL JTRIM SHIM DOOR AT EA. HINGE & INSTALL �— 2x6 TREATED SPLASH BRD. PRE-HUNG D & FRAME (1 ) 3" SCREW PER HINGE NOTCHED FOR DOOR W/BARRIER TAPE (S- D SERVICE DOOR FRAMING DETAIL rSD SERVICE DOOR JAMB DETAIL 11-1"1 ��2j 2x4 PURLINS 2' O.C.-USE (3) 12dx3 1 /4"Lg. (. 120 SHANK 2x4 ROOF DIAGONAL BRACES (ADD. TRUSS DIA.) NAILS TO FASTEN ROOF PURLIN TO TRUSS AT BRACING AS PER MAN. SPECS MAY BE NEEDED) EACH PURLIN-TO-TRUSS INTERSECTION POINT POST FRAME CARRIERS SHALL BE TWO-SPAN CONTINOUOUS TRUSSES 4' O.0 BEAMS STAGGER CARRIER BUTT JOINTS SO THAT BUTT JOINT OF BOTH SPANS DO NOT OCCUR AT SAME POST. L TRUSSES 4' O.C. 11i IFF 11 2x4 PURLINS 2' 0.C. r POST Da 11M M" 16 16 16 16 CARRIERS 2x4 GIRTS 2' 0.C. 2x4 GIRTS 2' 0.C. 2x6 TREATED SKIRT BOARD ---- POST 8' 0.C. WITH BARRIER TAPE - TYP. II II II II II II II II CU I Com] Com] CU7 2x6 TREATED SPLASH BRD. USE (3) 12dx3-1/4" Lg. (.131 " SHANK DIA.) HOT DIPPED , , W/BARRIER TAPE GALV. NAILS TO FASTEN WALL GIRTS TO POSTS AT I I I I I I I I I I EACH GIRT - TO POST INTERSECTION POINT C_] C_1 1_1 C_1 C_] C�F GENERAL GABLE VIEW DETAIL (_E__F GENERAL SAVE VIEW DETAIL 1 1 3/13/le!023 : (CW) CHANGED DUTVH WINDOWS BUILDING SIZE: /�.8x168x12'-4" DATE: �� DRAWN BY: Job Number: 3/17/2022 575 Van R ed Rd penhaver, P.E. �� q f � ►�� 3/17/e.023 : (CW) CHANGED WINDOWS CHRIS WALKER Wyomissing, PA 19610 �' ".•...' d SHEET. CHECKED BY: D E ROS E-001 484-794-9949 �`` ,��"' *�s� < ;� 8/9/2023 : (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES Detail B koppenhaverpe@gmail.com ,+* ::. , cn 8/21 /le!023 : (CW) UPDATED FINISHED ROOMS JOB SITE ADDRESS. CONTRACTOR ADDRESS: `, I ; �- � KATHLEEN DEROSE JOHN ZIMMERNAM '` _ : cc E 8/29/2023 : (CW) ADDED BEAM @ 14' EAVE SLIDER DOORS 13945 OREGON RD ZIMMERMAN BUILDERS ' " ' 5wUj Alpine Building & Post Supply . :; ,, � . ' CUTCHOGUE, NY11935 137 RIDGE AVE. ,� 9/1 /2023 : (CW) UPDATED WIND SPEED 696 South Rt. 183 , . E H RATA PA 17522 f'j '` ''• 1 :-''+ Schuylkill Haven, PA 17972 ', ''•" ""' - ,�'�` 717-925-4117 (H) �' ,�� fij�S t�J'�'�' %`� A Alpine 1 -888-533-2985 TOLL FREE a�j���iE�#141���`t ALL FIGHTS RE5ERVED BY p e Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERM15510N . 12" OVERLAP NAILED TO SIDED QUOTE # - AQS 12178 - 003 OF BEAM W/ (12) 2x12 SYP # 1 Headers 2x12 SYP # 1 or 12D NAILS better "Truss Carriers '� • • �- (4) 4" Ledger-Lok Screws - Into Beam Post Cut Flush With Bottom of Beam Glu-Lam Beam • • ( ) 4Ledger-Lok" Screws Into Post Post Low Headroom Bracket Use brackt on each side of opening Attach bracket to post with (4) 4" Ledger-LoK screws ONNECTING WALLS TO BE GRILLED OPENINGS WITH T&G Attach bracket to Glu-Lam Beam with (4) 4" Ledger-LoKs screws. zz x x gC BEAM CONNECTION U CHANNEL 2 2x6 T&G OUTSIDE END WALLS TO BE SOLID T&G 00 g 000 ' BOTTOM 2 ROWS TO BE PRESSURE TREATED T&G 4x6 SLIDING DOOR STANDARD ON ALL STALLS STANDARD SLIDER DOOR HANGER ASSEMBLY GRILL WITH FEED OPENING INSIDE END WALLS TO BE GRILL OPENINGS WITH T&G GRILL (TYPICAL) 3/13/lel023 : (CW) CHANGED D UTVH WINDOWS BUILDING SIZE: 48x168x12v-4" DATE: DRAWN BY: 3/17/2022 James A. Koppenhaver, P.E. ,���,�� ����������+� ►��, 3/17/x!023 : (CW) CHANGED WINDOWS Job Number: 575 Van Reed Rd ,�� (� " '� �CHRIS WALKER SHEET: Wyomissing, PA 19610 484-794-9949 '+► s �°� �"' CHECKED BY: D E ROS E-001 koppenhaverpe@gmail.com �, •"� ; 8/9/2023 . (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES Detail C om , R. a „ , 8/21 /e. 023 : CW UPDATED FINISHED ROOMS JOB SITE ADDRESS: CONTRACTOR ADDRESS: ' ` : d , '; > r� KATHLEEN DEROSE JOHN ZIMMERNAM C ZD , j SIM 411 : r , 8/29/2.023 . (CW) ADDED BEAM @@ 14 SAVE SLIDER DOORS Alpine BuildingP 13945 OREGON RD ZIMMERMAN BUILDERS :, ; civ Zft rr p e & Post Supply CUTCHOGUE, NY11935 - ' 'L` ' 9/1 /2023 : (CW) UPDATED WIND SPEED 696 South Rt. 183 137 RI DGE AVE. :<�f� , : ERRATA, PA 17522 �, 04107714.07 2 •� Schuylkill Haven, PA 17972 717-925-4117 (H) �fi *0060 0 t1►v�%e % 1 -888-533-2985 TOLL FREE 10111,,'esst ALL RIGHTS RESERVED BY Alpine Building & Post Supply, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION . "#" General Notes : QUOTE # - AQS 12178 - 003 foundations: autlonary Notes : A. Bottom of all exterior footings shall be minimum of 3 -0„ below finished grade. Minimum size 8 high x 18' round or as noted. I . Structural components such as posts, beams, trusses or fasteners and attachment brackets should NOT be modified, B. Assumed design soil bearing pressure = 2,000 P5I= U .N .O. notched or cut in any manner without proper review and approval of the building design professional. C. Minimum concrete footing strength to be 3,500 151 at 28 days. Metal C;la2 . Rainwater and melt water should be directed away from post foundation locations. ddin A. 5teel siding and roofing panels shall be fabricated from 27 � 28 gauge, grade e 180 K51 structural quality steel conforming to A5TM 3 . On enclosed buildings with large doors (that is buildings designed as completely enclosed) the doors should be closed A-44G with a hot dipped galvanized coating conforming to ASTM A-525 or with an aluminum-zinc alloy coating conforming to A5TM A-792 during periods high wind and/or stormy weather to reduce uplift forces on the building. (plain products only). 4. Do NOT lean heavy materials against posts or guts unless the building has been designed for those types of loads. Do NOT B. Paint: Finish: All panels when required shall receive a factory applied polyester coating conforming to the manufacturer's specifications. store loose material against walls unless building has been designed for side thrust loads and any moisture contained in the C. flashings: All flashings shall be shop fabricated from material that is the same gauge and finish as the wall/roof panels to which they are loose materials. attached. 5 . Do NOT use the roof trusses for storing material unless the building and roof trusses have been designed for those loads. D. Closures: 5hall be pre-molded neoprene to match the configuration of the wall/roof panel and shall be in lengths as supplied by the panel G. Concentrated loads such as ceiling-mounted furnaces, wet sprinkler systems, ventilation hoods, etc. SHALL NOT be attached manufacturer. to the roof trusses without the prior review and written approval of Pioneer Pole Buildings, Inc. and the building design E. fasteners: All screw fasteners shall have a combination steel and neoprene washer. Nails shall have a fabriseal washer or equivalent. professional. fastener selection and installation shall be as recommended by the cladding manufacturer. 7. Do NOT install hardware that would maintain snow cover on the roof of buildings. Wood Trusses: 8. Do NOT attach additional buildings or lean-to enclosed areas to pole barn buildings unless the building has been designed for A. Tru5!5e5 are to be designed and fabricated in accordance with the published standards of the National Forest Products Association and the the additional loads created by these budding additions. Truss Plate Institutes Design Specifications for Light, Metal Plate Connected Wood Trusses (TPI-XX) Latest Edition. B. The web configuration plate saes, chord saes and lateral bracing shall be designed9. Door openings should NOT be added to the building walls after the building has been constructed without review and by a licensed professional engineer. The truss approval of the building design professional. manufacturer shall provide the contractor with shop drawings of each truss design bearing the engineers seal. 5hop drawings shall be approved by the contractor before fabrication. M 15C . Notes : C. All trusses shall be designed for the loading, spacing and geometry shown on the plan. D. The contractor shall install the bracing of the wood trusses in accordance with the manufacturer's design. Minimum lateral bracing of web These plans are designed in accordance with the 2018 IBC and bottom chord members shall be as required by truss design. Construction Class VB Lumber: A. All lumber shall comply to the requirements of the American Institute of Timber Construction and the National Forest Products A550clation'5 TRU55 CARRIER5 U5ED TO BE EQUAL TO OR BETTER THAN 2x 12 5YP # I "National Design 5pecification for Wood Construction". B. All lumber for posts and beams shall be #2 or better southern yellow pine grade stamped by a 51113 approved mill, surfaced at a maximum moisture content of 19% treated .G pcf ACQ, . 23 pcf MCA or equal. HURRICANE TIES USED = RT I GA (USP CONNECTORS) UNIVERSAL RIDGE VENT C. All lumber for headers shall be 5YP # I or Better, grade stamped by a 5PID approved mill, surfaced at a maximum moisture content of 15%. IBC U5E GROUP UTILITY D. All lumber exposed to ground contact or insect infestation shall be treated according to the American Wood preservers' Association 5ta nda rds, .G pcf ACQ, . 1 5 pcf MCA or equal. Connections: DESIGN CRITERIA: Ground Snow Loads: A. All wood connection to be made according to the "National Design 5pecification for Wood Construction". The minimum connection to be Ground Snow Load (psf) = 40 two 12 penny nails. Other connection as per plan or as controlled by standard construction practices. Wind Speed: Wind Speed = 130 mph B. It is acceptable for 2x4 wind ins acro to vary from 18" to 30", when the s an of the in is 10' or less. Horizontals acro of Truss Loads: p g p g y p g p g Top Chord Live (psf) = 30 fasteners for the metal wall panels shall be in accordance with the panel manufacturer's instructions. The wind girt spacing up to 30" conforms Top Chord Dead (psf) = 5 to the rigid diaphragm design for post frame walls. Bottom Chord Live (psf) = 0 Bottom Chord Deadpsf)sf) = 5 3/13/2023 : (CW) CHANGED D UTVH WINDOWS BUILDING SIZE: 48x168x121-411 DATE: DRAWN BY: 3/17/2022 James A. Koppenhaver, P.E. ��� ' �'+�, !►�► , 3/17/2023 : (CW) CHANGED WINDOWS CHRIS WALKER Job Number: wy Van PA�19610 , � . �'' � ► SHEET: 484-794-9949 �.'►1~ � • �°•�* /�,, CHECKED BY: D E ROS E-001 koppenhaverpe@gmail.com �,, ; ,o• C: 8/9/2023 : (CW) UPDATED ENTRY DOORS, INTERIOR FINISH , CEILING HATCHES Notes • B SITE .cn 8/21 /2023 . (CW) UPDATED FINISHED ROOMS JO S ADDRESS: CONTRACTOR ADDRESS: ;. ri ' KATHLEEN DEROSE JOHN ZIMMERNAM �= ;` i ., x .x � cr 8/29/2023 . (CW) ADDED BEAM 14 EAVE SLIDER DOORS 13945 OREGON RD '@ ZIMMERMAN BUILDERS Alpine Building & Post Supply �; (r CUTCHOGUE, NY11935 137 RIDGE AVE. kP 9/1 /2023 : (CW) UPDATED WIND SPEED 696 South Rt. 183 %, ' ' .�• ` E H RATA, PA 17522 ,,.• � Schuylkill Haven, PA 17972 �►, '�� 717-925-4117 (H) 1 �, � , � 88 . ALL RIGHT5 RE5ERVED BY Alpine Building & Post Supply, INC. NOT TO DE COPIED OR REPRODUCED WITHOUT WRITTEN PERM 15510N. 85332985 TOLL FREE e�,,,ff►t�1,��`it t M hydrant Srte J ctnc vaults �� -? - ele Pp pF ORE0 °-° ence/ �n55� �n � �0 D E S I G N + DISTRIBUTION O� % A oaoR�G�N Ati�N� monument \ /° °� �9 �JC SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C n °�, 0x\ B SCONCE-BARN LIGHT ELECTRIC/SPS-0478 REV.A 12'x 20' (240 SF) SHED C' FLOOD-AMERICAN LIGHTING/FORA 3-CCT e 1 P� °� °°o PPPponomeni P ���_o e 0 °° P°S'& p1 o tense 0.5'S conc�ei eni O`F OF�^p�R�\ � g�0ve1 P°v � ,I fencY�na °fib o �\ New^` CD COO e cont P\v `v ease an9 o P adteoce ease r fence p°sr\r°Oa o o o �0 12'x 20' (240 SF) SHED o P s rp P b\ lJ �n b �Q z b PARCEL 5 °mob W MAP OF OREGON LANDING 1 0 9 Area = 741 , 303 sq. ft. 0 �, (D 17. 02 acres °o \� �s /o 0 \ HEIGHT: 12'FROM GRADE b`IIQ .7 1/0 © b HEIGHT:9'FROM U A /q_0T O/ N 1 0 �Q 0� ST� �0 \ HEIGHT:10'FROM GRADE% A OTE#2 Q ry OTE#2 HEIGHT:12-6' FROM GRADE O O/<\ NOTE#1/1 ry z HEIGHT:9'FROM GRADE NOTE#1 0 NOT #1 (D W B B NO #1 ©/ q O N TE HEIGHT:9'FROM GRADE ` Nti #2 \ ° U-) T 1 s, o, NOTE HEIGHT: 12'-6"FROM GRADE °P \ °e°�° cCeeve�me0\ HEIGHT:12'FROM GRADE .'J 2 o mot° n "we )6, ° 0 HEIGHT:15'-10"FROM GRADE R21 q, 6' S/ X\ All 0/\ �G �!OTy o I d Q°vemeo\ Sr °S�ro Q°Jem 'ARROW FARM' SIGNAGE SYMBOL QUANTITY BULB TYPE WATTAGE KELVIN LUMENS HEIGHT LLF DESCRIPTION PHOTOMETRIC DIST.TYPE TYPE OF CONTROLS �� O� d°nt /I 2 LED 16W 2700K 1250 10' 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE v O c 2 LED 16W 2700K 1250 12'-6" 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE A 1 LED 16W 2700K 1250 15'-10" 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE EXTERIOR LIGHTING B 8 LED 16W 2700K 1250 9' 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0478 REV.A FULL CUT OFF SEE NOTE 0 DATE: APRIL 23, 2023 4 LED 20W 3000K 1450 12' 1.0 FLOOD-AMERICAN LIGHTING!FORA 3-CCT FLOOD MOTION SENSOR 0 TOTAL 22050 LUMENS SHINE DESIGN + DISTRIBUTION NOTE#1 TIMER-DUSK-10PM 50 STATION RD., BUILDING 6 1 SUITE 3 NOTE#2 MANUALLY SWITCHED WATER MILL, NY 11976 631 .726.0425 www.shine-design.net �0.. O I � ob CO PA RCEC MAP OF OVGON LAWING 1 D E S I G N DISTRIBUTION _= PCOCOC �/oO Ct O o © °O Oji O 0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C 1 T02 � crCo o � °�°, /v O B C� � O � SCONCE-BARN LIGHT ELECTRIC/SPS-0478 REV.A HEIGHT: 12' FROM GRADE �1 -O O\ c O \ FLOOD-AMERICAN LIGHTING/FORA 3-CCT O O P C C/ HEIGHT: 9' FROM GRADE • :� CO A �� \ IL O 0/<\- N ,0NO 1 'o B HEIGHT. 10 FROM GRADE /NOTE #2 B DOTE #1 -----_ OTE #2 HEIGHT: 12'-6" FROM GRADE i NOTE #1� O HEIGHT: 9NOTE #1' FROM GRADE O NOT #1 B B NO #1 °\0 �O }- Ox z N E #2 NOTE 1 HEIGHT: 9' FROM GRADE O b, O B W pNO O °�° roams 0 OT 1 O = NOTE HEIGHT: 12'-6" FROM GRADE jos°'Ab h \O �0\� \ ��P b o ` � HEIGHT: 12' FROM GRADE X77 �\° O0 ry O 7 Or. (D Lu < 0� 0 HEIGHT: 15'-10" FROM GRADE dLo - O - O P21 O 00 0 ., o 00 00 C O c POO C 00 O O � O ox\ C O SYMBOL QUANTITY BULB TYPE WATTAGE KELVIN LUMENS HEIGHT LLF DESCRIPTION PHOTOMETRIC DIST.TYPE TYPE OF CONTROLS / O A 2 LED 16W 2700K 1250 10' 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE 0 ® 2 LED 16W 2700K 1250 12'-6" 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE / ea�e Qa�e� EXTERIOR LIGHTING A 1 LED 16W 2700K 1250 15'-10" 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0448 REV.C FULL CUT OFF SEE NOTE o Q3101 ARROW FARM SIGNAGE DETAIL ® 8 LED 16W 2700K 1250 9' 1.0 SCONCE-BARN LIGHT ELECTRIC/SPS-0478 REV.A FULL CUT OFF SEE NOTE h� do Z�V 4 LED 20W 3000K 1450 12' 1.0 FLOOD-AMERICAN LIGHTING/FORA 3-CCT FLOOD MOTION SENSOR DATE: APRIL 23, 2023 TOTAL 22050ON SHINE DESIGN + DISTRIBUTION LUMENS NOTE#1 TIMER-DUSK-10PM 50 STATION RD., BUILDING 6 1 SUITE 3 NOTE#2 MANUALLY SWITCHED WATER MILL, NY 11976 631 .726.0425 www.shine-design.net O"" .0e '.Do, , P. 4 - no" GA, 00L-PONA"f -P 0, Oil Qaoq, not, IJV�cjl �,cl J, an, I%, no. 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