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HomeMy WebLinkAbout47423-Z �o�oS��FUIY Town of Southold 10/15/2022 P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43502 Date: 10/15/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 46950 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 55.-5-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2021 pursuant to which Building Permit No. 47423 dated 2/7/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory storage building as applied for, The certificate is issued to Mermaids Rock LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47423 9/26/2022 PLUMBERS CERTIFICATION DATED u o z Signature o�sU FF a� TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "oy • 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 #: 47423 Date: 2/7/2022 Permission is hereby granted to: Mermaids Rock LLC 217 Monsell PI Greenport, NY 11944 To: Construct pre-fab accessory storage building at existing business as applied for, with Planning Board approval. At premises located at: 46950 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 55.-5-11 Pursuant to application dated 10/8/2021 and approved by the Building Inspector. To expire on 8/9/2023. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $416.80 CO-COMMERCIAL $50.00 Total: $466.80 Building Inspector pF SO(/T�OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179. G Q sear.devlin(c-b-town.southold.ny.us Southold,NY 11971-0959 COUM`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mermaids Rock LLC Address: 46950 CR 48 City:Southold st: NY zip: 11971 Building Permit#: 47423 Section: 55 Block: 5 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owner License No: SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Surrey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 4'LED Exit Fixtures Pump Other Equipment: Notes: Acc. Storage Bldg. Inspector Signature: c Date: September 26, 2022 S.Devlin-Cert Electrical Compliance Form � o # # TOWN OF SOUTHOLD BUILDING DEPT. ^ouMv 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: L rt6 S; F6TV /59�yj zlo II�E�:D �N� �a�Sl' �� `�L1)� _TJ,S'/ 72 � �C�C • ��/S� DATE /—Z-z INSPECTOR "OL u x� /7 OF SOUIyOIo * TOWN OF SOUTHOLD BUILDING DEPT. courm e 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cAit, VI ce "• ve�6AbL. -ilk -1�1& own h DATE � u INSPECTOR ho�aOF SOUTyO� 1 I ✓ q 10 ( gO - # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: M, erA4AIJ, DATE ZG ' Z INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 ®���� ���p�®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE July 28, 2022 TOWN OF SOUTHOLD Mr. Gregory Nissen 217 Monsell Place Greenport, NY 11944 Re: Approved Site Plan for Water Dynamics Corp. Storage Building 46950 County Road 48, Southold SCTM#1000-55.-5-11 Dear Mr. Nissen: The Planning Board has found that the requirements for the above-referenced Site Plan have been completed as approved based on the site inspection made July 22, 2022 and the Planning Board work session on July 25, 2022. This site is in general conformance with the approved site plan entitled "Nissen Planning" prepared by Anthony Portillo, R.A., dated January 7, 2021; and, the Planning Board supports the issuance of a Certificate of Occupancy. Any changes during construction on site are identified on the as-built site plan submitted. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Brian A. Cummings \ Planner cc. Michael Verity, Chief Building Inspector A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build September 26, 2022 RE: Nissen 46950 CR 48 Southold, NY 11971 To Whom It May Concern, Based on my inspection at 46950 CR 48 Southold,the footing,framing, and strapping in the accessory building (barn) were all completed and installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Po rill ED AP �`•(CSE�a'r'c:, C,, r�iNl. i° •�> Q � •'��. 03740 ' -- SEP 2 9 2022 ..;'_:' . . . :. FIEI:D:INSI'E 'IQT. P R SATE:; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Ij s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 Mips://www.southotdtawnnc�v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i ,E_.C 19 PERMIT NO. — Building Inspector: 1 r� � Jl� ��` � UGI_ ID Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted, Where the Applicant is not the owner,an *o"T01h',tf Q�eIRTiflLD Owner's Authorization form(Page 2)shall be completed. Date:5/26/2021 OWNER(S)OF PROPERTY: Name:Gregory Dodd/Ned Crawford Kim#1000-55-5-11 Project Address:46950 CR # 48IS i I.t• i1.� Phone#:917-940-9341 Email:ncrawford@nailongisland.com Mailing Address:147 Lakeview Ave, Rockville Centre, NY CONTACT PERSON: Name:Gregory Nissen Mailing Address:217 Monsell Place, Greenport NY 11944 Phone#:516-314-1217 Email:greg@mermaidwatersolutions.com DESIGN PROFESSIONAL INFORMATION: Name:N/A Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Self/ Ray Hubbard for Garage Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther conversion of hair salon to office space $65,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property:Hair Salon / Vacant Intended use of property Office / Storage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to General Business this property? ❑Yes©No IF YES,PROVIDE A COPY. The owner/arttractor/design Professional is responsible for all drabage and storm water Issues as proms by 236 of the Town Code.APPUCATIORI IS HEREBY RADE to the Building Department far the Issuance of a Building permit Pursuant to the Building zone LLC)4ur ce of the Town ofSouftM,Suffolly County,New York and otherappanble taws,Ordinances or Reguladons,frthe co�r;truction of buildirpls,s,akeratlons or tar removal ordemolidOn as herein described.The app6ont agreesm oonrply with all appYnbk Imo,onlwunoesbuildingnode, node aid re guLitlons and m admitatnhor7eed ittspectm on prymkes and in buRdhWs)for necessary frtspett(om False sdteme nr made herein are ishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted s riot name):V regdry Nissen Qputhorized Agent ❑Owner Signature of Appiican . Date: STATE OF NEW YORK) SS: COUNTY OF Sv.�F-Fo 11L ) being duly sworn,deposes and says that(s)he is the applicant (Name of indivibual signing contract)above named, (S)he is the Q C-,cam.✓ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this ! application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t day of Q!�� .202 ��gf'IRtlMl11 Notary Public Mrd PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I. j5r!�,,r•� residing at J417 Z-keje� Ayf.,�3a)isa I�r i���C, do hereby authorize 6� X/hry to apply on my,be to the n of Southold Building Department for approval as described herein. �Owners Signature Date i 1761"';J c-2yg .0 (.0 /-L-C, Print Owner's Name LS rl�rr y � BNG DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD JUN 2 '! ItIlkwn Annex-54375 Main Road - PO Box 1179 euii DiNG DEPTSouthold, New York 11971-0959 TOWN of soUT cphone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.aov- seand(a)-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMA TION (All inf ormation Required) Name: Address: (, 0 Cross Street: Phone No.: (D Bldg.Permit#: B?rktj'j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): `Ci Wc`rw J Square Footage: Circle All That Apply: is job ready for inspection?: ❑ YES❑NO _.�'�ough In Final Do you need a Temp Certificate?: ❑ YES❑NO ``''Issued On `�' Temp Information: (All information required) Service SizeK1 Ph❑3 Ph Size: k) A #Meters Qld Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect Underground❑Overhead # nderground Laterals 1 2 H Frame Pole Work done on Service? Y Ew Additional Information: PAYMENT DUE WITH APPLICATION �as ed Qp,c/ i - a t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex fzg S0� P.O. Box 1179 54375 State Route 25 O�� lyOl Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) O Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov UNT`1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 25, 2022 Mr. Gregory Nissen 21.7 Mansell Place Greenport, NY 11944 " Re . _ Appro,val,-Water Dynamics Corp. Storage Building 46950.County Road 48, Southold -SCTM#1.000-55.-5-11 Dear. Mr. Nissen:-. _4 e follown"`resolutio:ns were.ado ted:at,a.meetin of.the:SoutholrI Town Plannin g. : 2 .. ... :1 9 g. Board on Monday, January 24;202 ,202 WHEREAS this sit • e plan is.for the proposed conversign,,an.existing 1,303 sq. ft. - building to a water testing and filtration b:usiness;-includind the construction of a 572 sq: ft: storage building on 0.28 acres in:the General Business "B'' Zoning-District; and. WHEREAS,. on August 30, 2021, GregoryNissen submitted an'arh6nded Site Plan Application for review; and -WHEREAS, on September 27, 2021., the Planning Board accepted the application as complete for review; and WHEREAS, on October 4, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action was'a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(9) construction or expansion of a primary or accessory/appurtenant, nonresidential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and.consistent with local land use controls,but not radio communication or microwave transmission facilities. The action is for the interior conversion on an existing building with no footprint expansion, and the addition of a 572 sq. ft. garage; and 1 ' Water Dynamics Storaqe Page 12 January 25, 2022 WHEREAS, per the agreement with the SC Planning Commission, this action is a matter.for local determination because it is a site plan application proposing less than 5,000 square feet of new or renovated floor, and does not require a referral to the Commission; and WHEREAS, on November 1, 2021, a Public Hearing was held and closed; and WHEREAS, on November 3, 2021, the Planning Board, pursuant to-Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on November 4, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on November 5, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and : WHEREAS, on November 10, the Southold Fire District determined there was adequate fire protection for the site; and :WHEREAS, on November 17, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be-consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on January 11, 2022, the applicant submitted a revised Site Plan .for review; and WHEREAS, on January 20, 2022, the Southold Town Engineer reviewed the revised site plan and determined that the application met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 20, 2022, the Southold Town Chief Building Inspector reviewed and certified the proposed use as a permitted use in.the Business (B) Zoning District; and WHEREAS, at their Work Session, held on January 24, 2022, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Town Code site plan regulations, Article XXIV, §280 Site Plan Approval were 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 Water Dynamics Storage Page 13 January 25, 2022 RESOLVED, that the Southold Town Planning Board hereby grants approval with conditions of the site plan entitled "Nissen Planning" prepared by Anthony Portillo, R.A., dated January 7, 2021, including pages 1 & 2, and authorizes the chairman to endorse the site plan. Conditions: 1. Commercial vehicles and vehicles displaying company logos are prohibited from parking in front of the building. They must be parked in the rear of the property. 2. Any exterior lighting fixtures that are not shown on the approved site plan require Planning Board review and approval. 3. The Town Engineer must be contacted prior to beginning site work. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. 4. Landscaping requirements: - a Drought=tolerant-native-species; - - b.. Use only organic fertilizer or pesticides. 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 extension, • Any changes from the approved site plan shall require Planning Board approval. • 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 and'the Town Engineer/Highway Department. Water Dynamics Storage Page 14 January 25, 2022 If you have any questions regarding the above, please contact this office. espectfully, �(-) Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: ate: lad A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build June 29, 2022 Re: Nissen JUN ? 9 7n9? 46950 County Rd 48 BUILDING DEPT Southold NY TOWN OF SOUTH)LD To Whom It May Concern, Enclosed please find an updated PAA for the above address. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 51TE PLAN HATCH KEY: 113- O PROPOSED BUILDING ADDITIONAQ U ~ O N1 ® PROPOSED ACCESSORY STRUCTURE Z O � OCN PROPOSED 2ND STORY W Q W >_ Z J it o) O FA(5E KED : 0 O Lo 0 PROJECT LOCATION & SCOPE >- 't m —RENOVATION OF EX I ST I NC BU I LD I NC I NGLUD I NS THE MOD I FY I NC OF SITE PLAN & ZONING DATA D AN EX I STI NC BATHROOM TO MAKE IT A.D.A. GOMPL I ANT Q W ONE-FAMILY —REMOVAL OF EXIST. INTERNAL STAIRS TO BASEMENT $ GREAT I ON _j 00 YEAR-ROUND OF BASEMENT EGRESS WINDOW 0-002_ .00 GENERAL NOTES RESIDENCE EXIST. WD. FENCE ON ENERGY TABLE —GREATI ON OF A.D.A. RAMP TO FRONT OF BU I LD I NC AND � PROPERTY LINE (PARTIALLY O BROKEN) TO BE REPAIRED ADDITIONAL RAMP IN REAR. STRUCTURAL DESIGN CHARTS Z � 4 C�—O®J,CLQ STRAPPING, & NAILING DETAILS LL LL � N v ` S8jo16$�w FASTENING SCHEDULE uj o = Lo � p $0.0' _ ACCESSIBILITY DETAILS � � O ry PRO,• GESS - FROJE�T DATA : (5=004,00 FRAMING GRAPHICS ro 360' BEAM CONNECTION PATTERNS 7.0, PROJECT / ZONING DATA FIREBLOCKING DETAILS ` PROP. 8'4Pxq' EFFECTIVE TAX MAP # 1000-55-5-11 DEPTH CATCH BASIN AS Q .Q® PROPOSED DEMOLITION PLANS W PER DETAIL I/PD-002; ZONING DISTRICT B E_' PROVIDE LEADERS FROM a PROP. CRUSHED (� NEW ROOF 8 SLOPE PROP. STONE PARKING "� $0' -- PARKING TOWARDS INLET (DET. 2/PD-002) LOT AREA 0.3 ACRES = J � J QG�fO - BUSINESS BUILDING z-300-1; 3/25/Ici68 — PROPOSED FOUNDATION PLAN Q ONE-FAMILY p (� EXIST. WD. Gofo - ALTERATION 4 ADDITION Z-2-1868; q/1/111 i YEAR-ROUND Z _ FENCE ON _ \ RESIDENCE p PROPERTY LINE _ FEMA FLOOD ZONE X , PROP. TRASH COLLECTION AREA A- Q�,QQ PROPOSED FIRST FLOOR PLAN J ( Q 1b PROP. 2 __ 1-5TORY MIN. , 0 PRE-MANU. p ;' >� EXIST. WD. BLDG. J ; LOT COVERAGE ASPHALT ; (STORAGE) m _____ _ _ --_ ----_- - _--- Q�,QQ PROPOSED EGRESS FLOOR PLANS PARKING DESCRIPTION (FOOTPRINT) AREA COVERAGE 8 TOTAL LOT AREA 12,558.0 S.F. O PROP. WD. MP PROP. EXIST. CELLAR l ��Q I ,Q® DESIGN DETAILS ~ PROF.STIRS ND. OR ENTRANCE E:X15TING BUILDING 1,355.2 S.F. 10.890 I 0 Z w a RE-SEED AREA 1�8 __ __ _____ _ Z EXIST. PORCH 4 STAIRS 101.4 0.5% Z a TO PROVIDE J _ p � GRASS COVER 30.3 PROP. PRE-MANUF. BLDG. '182.0 S.F. 6.390 = rn >: '" O PROP. RAMPS 4 STAIRS 200.-1 1.6� ® � ® � .®® DWV/ WATER SUPPLY RISER a Q z GAS RISER aj aj W EXIST. WD. 3.4' f I.b' 2 TOTAL AREA OF ALL STRUCTURES 2248.6 S.F. 17.g9b 0 FENCE ON PROPERTY LINE -- �n **MAXIMU OT OV E A O 090 Z a LU 0 Q PROP. EGRESS Le o EXIST. Q` WINDOW WELL _j a ao I STORY 0 0 a EXIST. CHAIN LINK FENCE WD. 1-R. p G < cn LU ON PROPERTY LINE BUILDING 2 FENCE OINYL � � J m H (BUSINESS PROPERTY LINE a � a IN-FILL PARKING LOT w/ NEW ASPHALT `t� OCG.) a J WHERE REO.'D (NY STATE DOT TYPE bF I m LINE OF ROOF z z ,,; Co TOP COURSE ASPHALT UPON OVERHANG (TYP.) LL N U COMPACTED 4" STONE AGGREGATE) 22.3' a 0 J � Woa PROP, q'xIq' HANDICAPPED PARKING w/ 8'xlq' ACCESS AISLE PROP. WD. RAMP _ (A.D.A. COMPLIANT) ' f w N w EXIST. GONG. PORCH Lli 0 EXIST. ,\ $ Q m ASPHALT d ] O a m r PROJECT: RESIDENTIAL PARKING <�, 4 VACANT LAND p N \0\(OO PROP. q'xIq' PARKING I'j� O 22.1 ONE STRUCTURE WALL SPACE (TYP.) U N I SS E N / MULTI-OCCUPANT p (COMMERCIAL USE) �, RENOVATION II ry EXIST. 19.0' SIGN PROP. SHADE TREE w/ MIN. ' O 2" CALIPER (HONEY LOCUST, in 46950 COUNTY RD 48 . a, p SOUTHOLD NY PINE, OAK, OR SIMILAR) PROP. 22.0' I� _ , MODIFIED DRIVE SHALL _ a .. + DRAWING TITLE: MEET EXIST. GONG. �Q3 G0�1G• 5 �� ±" fn — CURB FROM STREET I 2 IST EXIST. STORM PROJECT LOCATION 10 & SCOPE 00 46„E 5q DRAIN :eLipi+moi .T`►14 f• tr�.' SITE PLAN & ZONING DATA G N 5 p\' PAGE. G-00loOl <Pr DATE: 02/01/22 1 OF 10 t • 4 4dn'T ;• - Y - 4f .Y ar ..P •• y,ViY' .w 4 1lJ) �� `�� SITE LAYOUT NOTES: w ` I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED Ll SURVEYOR. THE INFORMATION TCVVi\Or 5UU i Gj 0 y�T REPRESENTED ON THI5 SITE PLAN IS TO THE LOCATION MAP Bl1l of s DEP,: � ARCHITECT'S BEST OF KNOWLEDGE. 4CI 2. SURVEY INFORMATION WAS OBTAINED SCALE: NTS LTv i ;' 3w?z. FROM A SURVEY DATED FEB. 3, 2016 O "~ !� AND PREPARED BY: JOHN G. EHLERS - T` 74 6 EAST MAIN STREET �: RIVERHEAD, NY 111101p SITE PLAN AN 631-36q-8288 SCALE: 1" = 20'-0” ' SITE LAYOUT NOTES: REQUIRED BEST MANAGEMENT PRACTICES: REQUIRED SITE PLAN CONDITIONS: I. THI5 15 AN ARCHITECT'S SITE PLAN 8 IS �J 7 DATA : a V SUBJECT TO VERIFICATION BY A LICENSED I. THE USE OF NATIVE, DROUGHT-TOLERANT I. ALL NON-ESSENTIAL EXTERIOR LIGHTING FROQ \ SURVEYOR. THE INFORMATION PLANTS 15 REQUIRED IN ALL LANDSCAPING. SHALL BE TURNED OFF WITHIN ONE HALF AN fl!' ,'Ul'bff1_?'!hiMft`/fftIAWTbf'OtM-1J!MTV.-,Nca!"SE-MON Q O REPRESENTED ON THIS SITE PLAN 15 TO THE HOUR AFTER THE CLOSE OF BU51NE55 2".3-131(1),ACKNOWLEDGES TI1ATTIr:CON-_7n'31N'30''T nSrMPLAN W Z O ARCHITECT'S BEST OF KNOWLEDGE. 2. ONLY THE USE OF ORGANIC FERTILIZERS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE APPROVAL SET FORTH IN TIS RFSOLUTION OF A':"PrOVALDATED W N = WHERE THE WATER-SOLUBLE NITROGEN 15 CONTROLLED BY TIMERS OR THAT ARE PROJECT 1 ZONIN& DATA `1.U12Q;Z ARE ACCEPTED(SEE CONDIT.JNS O'9 F.L.:OuTI7oN). -i W � NO MORE THAN 20% OF THE TOTAL MOTION-SENSOR-ACTIVATED ARE 2. SURVEY INFORMATION WAS OBTAINED !"LEASE PRIIT,�A�IE �iziL ��?�y Q LLI �: FROM A SURVEY DATED FEB. 3, 2016 NITROGEN IN THE MIXTURE ARE PERMITTED. ENCOURAGED TO REPLACE LIGHTING TAX MAP # 1000-55-5-II AND PREPARED BY: NECESSARY FOR SAFETY PURPOSES. - Z 3. A MAXIMUM OF I LB. OF NITROGEN PER ZONING DISTRICT B Alti ° :I SIGtiA'Tt'i:: TITLE J�� Z JOHN G. EHLERS 1000 5QUARE FEET IN ANY ONE 2. ALL WORK/COMMERCIAL VEHICLES AND - O 6 EAST MAIN STREET APPLICATION 15 REQUIRE, WITH A TRAILERS SHALL BE LOCATED IN THE REAR LOT AREA F__ 0.3 ACRES Ai t•ut)�Ft)CY l~ RVVERHEAD, NY 11901 CUMULATIVE APPLICATION OF NO MORE OF THE PROPERTY; NO COMMERCIAL - CoyNUt'SOL7110ILDPLAl��ivn'GPOARD �}� 631-369-8288 THAN 2 LB5 PER 1,000 SQUARE FEET PER VEHICLES ARE PERMITTED TO PARK IN � O O YEAR. FROM OF THE OFFICE BUILDING. GofO - BUSINESS BUILDING Z-300'1; 3/25/Ig68 n� � t..�� 1 �2s'n�zz � O O _ ... Lo Ix 4. THE APPLICATION OF FERTILIZER 3. EXISTING b' FENCING ALONG THE EAST SIDE GofO - ALTERATION 8 ADDITION Z-27868; g/I/Iq-r C►+.tlwp`i:t,�()`:��=i.':.�TI'RE lna : >- m PRODUCTS CONTAINING NITROGEN, YARD AND REAR YARD PROPERTY LINES PHOSPHORUS, OR I-OTA551UM BETWEEN SHALL BE MAINTAINED IN ORDER TO FEMA FLOOD ZONE X NOTE:Tt~e ahe date site deve/ rnt plan sec 2 r20 for a I^rr. !of c:!:teen(18) Z NOVEMBER IST 8 APRIL 15T 15 PROHIBITED. 5ATI5FY THE TRANSITION BUFFER months from the date of s►F;.roval as per ceL'e sectx 2E0-132A. O 2 p REQUIREMENT. F- rr 5. THE USE OF PH05PHORU5 CONTAINING LAWN Q FERTILIZER 15 PROHIBITED UNLE55 LOT GOVERAOE LV J E5TABL151NG A NEW LAWN OR 501L TEST ° SHOWS THAT THE LAVIN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS DESCRIPTION (FOOTPRINT) AREA LOT Z 0) HAVE THREE BOLD NUMBERS. THE NUMBER COVERAGE _ IN THE MIDDLE 15 THE PERCENTAGE OF �i C) PHOSPHORUS IN THE PRODUCT, E.G. 22-0-15. TOTAL LOT AREA 12 558.0 S.F. Z � 4 U5E OF PRODUCTS WITH 0.67 IN THE MIDDLE EXISTING BUILDING 1,355.2 S.F. 10.890 OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN 15 BEING EXIST. PORCH B STAIRS 101.4 S.F. 0.8� ILD w r-I E5TABL15HED OR A 501L TEST INDICATES IT N L� 15 NECESSARY. PROP. PRE-MANUF. BLDG. 572.0 S.F. 4.6% J O PROP. RAMPS $ STAIRS 184.7 1.5% TOTAL AREA OF ALL STRUCTURES 2028.6 S.F. 16.290 Lu ONE-FAMILY ONE-FAMILY YEAR-ROUND YEAR-ROUND RE51 DENGE RESIDENCE 5URFAGE GO\/F_RACF_ TABL.r EXIST. WD. FENCE ON EXIST. WD. FENCE ON _ _ .w- - - -- ._ _ - .W - v- - - - F PROPERTY LINE PROPERTY LINE (PARTIALLY EXISTING PROPOSED W (PARTIALLY BROKEN) BROKEN) TO BE REPAIRED F_- DESCRIPTION (FOOTPRINT) % LOT % LOT = J COVERAGE '�`�'�` COVERAGE AREA U ! .1 §.WS81'16'So"W --- - Q <I $ TOTAL LOT AREA 12,558 S.F. 100.0% 12,558 S.F. 100.0% _ G 13.430 2,422 S.F. ry 7 ROp RAsg i._ BUILDINGS (ROOF O.H. INCLUDED) 1686 S.F. -- -�--� - - Pr m o o m ASPHALT PARKING 8682 S.F. 77.130 4bg6 S.F. �' ry 36 0' 1 ry ---- O O PAVED WALKWAYS 81 S.F. 0.690 g5 S.F. 850 6 r 5 0, O O8 To CRUSHED STONE PARKING 0 S.F. 0.0% 2,066 S.F. 16.5% PROP. 8 ATC EFFECTIVE DEPTH CATCH BASIN AS PORCH, RAMPS, $ STAIRS 36 S.F. 0.336 203 S.F. 1.696 PER DETAIL I/PD-002; o PROP. CRUSHED r PROVIDE LEADERS FROM �p 5.0, ORA55 $ LANDSCAPING 1,073 S.F. -8.590 3,076 S.F. 24.5% / NEW ROOF 4 SLOPE PROP. STONE PARKING PARKING TOWARDS INLET (DET. 2/PD-002) NOTE: SURFACE AREAS IN WHICH A ROOF OVERHANG 15 DIRECTLY OVERHEAD HAVE BEEN ATTRIBUTED TO THE cp N "BUILDINGS (ROOF O.H. INCLUDED)" r�FEA; THE5E AREAS ^RE NGT, COUNTED A^-,AiN TOWARDS ® ; O W FOUND BELOW THE ROOF OVERHANG. ONE-FAMILY AREA OF EXIST. 0 EXIST. WD. ONE-FAMILY I r BROKEN ASPHALT � 1 O t FENCE ODN YEAR-ROUND FENCE ON / Q' PARKING; YEAR-ROUND RESIDENCE TO BE REMOVED PROPERTY LINE RESIDENCE O -PROPERTY LINE REC�UIREU SETBACKS - MAIN ;3UILDiNC � REQUIRED EXIST. PROPOSED COMPLIES -4 J 2 \PROP. TRAS44 o' 5.01 COLLECTION AREA PROP. FRONT YARD VARIABLE ' 71A' 71.g� - YES j 0 EXIST. I� 2 I-STORY EXIST. p SIDE YARD 25.0' f.b' 1.61 NO 2 ASPHALT 2 ASPHALT WD BL DCS. ^� --- - -- - ___ P�$RKiNG PARKING t BOTH 51DE YARDS . V _50.0' �I- 17.4' 17.4' NO (STORAGE) / L �L REAR YARD 35.0' 108:8' 164.7' YES 8.0' 1 10.0' --- _�T - PROP. WD. RAMP PROP. - PER TOWN OF SOUTHOLD CODE 280-50, STRUCTURES SHALL BE SET BACK EITHER 100' FROM THE EXIST. CELLAR 1 GRAS EXIST. CELLAR RIGHT-OF-WAY OR A MINIMUM OF THE AVERAGE OF THE SETBACKS OF THE ADJACENT ENTRANCE PROP. WD. ENTRANCE DEVELOPED PARCELS. STAIRS w J RE-SEED AREA /S•g, - - --- r - J 30.3 30.3 1 OFF-STREET PARKING REQUIREMENTS ?PRc7f'. PRSTORM �ANUF HLOGp�GNR �EL7 STONEAPAi2KIN6 ONLY) w --- TO PROVIDE , ORA55 COVER _ _. _ , - ( TOTAL MAK RUNOIFF - ' u� W GROS5 FLOOR AREA (S.F.) € SURFkr,E GOVERA&E TYPE j AREA EE TYPE OF REQUIRED NUMBER OF _-.-:- -- -. _ __ ._. _-.--x._ PARKING GoC�•F cl��'t�T (c>✓'�)�'�'i O ' Q' - USE PARKING SPACES € EXIST.BLD&. EXIST.BLDG. E PROP.f RE- I y II SPACES ROOF-PRi-MANUF.BLDG. LL � U E lL ' (1ST FLOC') (CELLAR) MANUFACTURED BLDG. 1 REQUIRED EXIST. WD. 3.4 II.6 EXIST. WD. 3.4 II.6 ( T - -r2a s.F. o.as o.03 - -- - 1.6' FENCE ON / ___ 1.6' > ,: - - - - '' - ---= CRUSHED STONE PARKING 2066 S.F. 0.65 0.06 W FENCE ON _ r r- �� I PER 100 S.F.OF OFFICE 1 I I I - - -- � PROPERTY LINE u1 PROPERTY LINE U) OFFICE FLOOR AREA(� 461 - - 461 4.6 F -- TOTAL PEAK RUNOFF OF ALL SURFACE TYPES(GFS): 0.04 7.O I' 7 O U) PROP. EGRESS TOTAL STORAGE REQUIRED(GU.FTS 336 O WORKSHOP I PER 250AREA F SALES 455 - - 455 18 -- - --- H __-- <t EXIST. WINDOW WELL EFFECTIVE DEPTH OF 8'0,STORM WATER DRYWELLS REQUIRED(FT) 8.0 Q EXI5T. -moi --- o I STORY 2 - 423 511 440 0.4 NUMBER OF 8'm,8'DEEP STORM WATER DRYWELLS PROPOSED I I STORY STORA&Ee I PER 1,000 S.F.OF&ROSS EXIST. CHAIN LINK FENCE WD. FR. EXIST. CHAIN LINK FENCE WD. FR. 0 EXIST. VINYL BLD&, FLOOR AREA - --- - EXIST. VINYL ON PROPERTY LINE BUILDING ON PROPERTY LINE BUILDING FENCE ON ; - FENCE ON L TOTAL(ROUNDED UP). 8 -GAL PEAK RU HAVE BEEN PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH Q = GIA WHERE: PROJECT: (BUSINESS PROPERTY LINE (BUSINESS PROPERTY LINE Q = PEAKRUNOFF(CFS) ' G = RATIONAL RUNOFF COEFFICIENT I = RAiNFALt INTENSITY(IN/HR) N I SS E N IN-FILL PARKING LOT w/ NEW ASPHALT OFF-STREET PARKING COMPLIANCE A = DRAIIr'A:'.E AREA(ACRES) m WHERE REQ.'D (NY STATE DOT TYPE 6F m LINE OF ROOF -s ` - -RAINFALL !NTENs1TY HAs BEEx AssuMED A5 2 1N/HR TOP COURSE ASPHALT UPON OVERHANG (TYP.) REQUIRED PROVIDED ° '-TOTAL STORA&E REQUIRED HAS BEEN CALCULATED ASSUMIN&A TOTAL RAINFALL OF 2 INCHES,AS PER _ TOWN OF=AUTHOLD 5TORMKATER MANA&EMENT GODS SECTION 236--1(A). PLANNING 22.3' COMPACTED 4" STONE AGGREGATE) 22.3 -- - --.W,.- _ ' � TOTAL PARKING SPACES 8 8 DEMOLISH PORTION OF 1 4 9' S O 1 9 EXIST. GONG. CURB T WALK 4' ACCESSIBLE PARKING SPACES ' PROP. 9'XI9' HANDICAPPED TOTAL PARKIN&AREA(5.FJ 2800 S.F.(4) 4,344 S.F. PARKING w/ 8'x19' ACCESS AISLE PROF. WD. RAMP ) (A.D.A. COMPLIANT) i-PER TOWN OF SOUTHOLD CODE 280-?8 46950 COUNTY RD 48 Z-OFFICE FLOOR AREA EXCLUDES CLOSETS,ENTRY VESTIBULES MECHANICAL AREAS,AND RESTROOMS. w ' EXI5T. GONG. PORCH <_PER 2010 ADA STANDARDS FOR ACCESSIBLE DE51&N,TABLE 208.2. SOUTHOLD, NY EXI5T. GONG. PORCH !11 350 5.F.OF PARKIN&AREA REQUIRED PER PARKIN&SPACE,AS PER 280-"18.0.ENTRANCE d EXIT m ASPHALT ASPHALT d / LANE5 ARE NOT INCLUDED WITHIN THI5 PARKIN&AREA. _ m $.a r` a� PARKING I PARKING < k RESIDENTIAL ` " �.m'�..° +g' DRAWING TITLE: RESIDENTIAL 4 .,' .' \\ , «E.' .° ; y rE .' a F\ g� b, O Y, VACANT LAND � - °• VACANT LAND 0 _ - 4J � :�+:. s � � ;.'. 3.:x,E\,.`. \\a. .S 3 F''#:§. REMOVE 1 ?�'E,k. $ '• `:• tilt.. �a.,, >�?:, �� .. .�:: a. .... � e :\ _.\., �.' PROJECT LOCATION &SCOPE \ fa�.a OFr PORTIONS r. E Ei .a fi \d t z , ONE STORY � �g N.u. E TORY SMALL \ .��` s't` �;: ON 5 19 ARKING �-•_ PROP. 9 x P i 2E° a a E f EY ���, EXIST. ASPHALT � �; f °. �.. °� :sem� _���� A`: f.• w' �` SITE PLA IN D �! 3 .� � ;�, "f .,. � ,,a `'>�. .�. �. ;, �,,� �` � �.� ;.$ N & ZONING DATA I � STRUCTURE w � v _ , TORE w � I �, >f>:� , `. �,S r:#E\+ �:;:;a;r -d 4:�•_.� STRUG / SPACE TYP a., KING ..i PAR � _ p r U TI OCCUPANT .« 1 M L MULTI-OCCUPANT - >� @ 4�'• 'a,L, adz: .5 g ..L:h`• "'`"'S'4 \v I - Nil (COMMERCIAL USE) , E - tj - COMMERCIAL US tT r^ I I i >\ .._ . Y' /^ I O MJ «\ a' a \ $� a'`> \ t� \.< t\ \ 0 \' 1 .\ fifr �M1 EXIST. ��_�: } � < I EXIST. E r ' 19. I O SIGN SIGN aap PAGE. <E I : I ns ' eF n.. Il O E w MIN. ^r �' � PROP. SHADE TRE / �'° :> .. g \ t E /fr ISH rE<. DEMOL EY OGUST �. 2 GA )PER HON L � ��" L r o f• x OF ?� fl : REMOVE PORTION � v . a,. ::.' . EXIST. GONG. �0 � . PINE OAK OR SIMILA \A. : '' ' I MBER CURB i� 2 �, :. ;;_�-:. EXIST. T c4 2 �.. <-$' �` ,� P ROP. O '. .... 0 / P �, 'i,, PD-001n00 k 0 I _, w"a's CURBS / � '� a: :, pa, xA GRAS > \.. ; P a \ a'- \. ri °� a \ _ Ay a it a �+, P^ : K f 'e D RIVE SHALL `_ " K MODIFIED D 6' ` , . ,.. g , E r:_ Wp` D f `@ a�. E a� ��s 8' -, 5 G• ,, EXIST. GO e;'' MEET �. R `x^ G• 3 O \ :. " f EXIST CURBS - 1S CURB FROM STREET X X / �a� � �\. �� DATE: � wu Rn :� ; 01/07/21 / <, 1 F 2 Y�' '4 \ 0 EXIST. STORM +`��'�\ ,_" I• E 5 . IM �4e Yom .. \,. .. \ "`, FROM STREET - / '�> ::. �' ' FR -- EXIST. STORM '�\\�, _•� � \\ \ Y . \. �� iS a� y ' a= - 1 � � y�� .i,,e \ ;has f r'r. \ .a::•'?i' ..fir.. : "','' "sz .."<> A DRAIN :: \.:\a `� TO REMAIN 6 IN o '1 . �E°• < ' e 5• - a \ 3 ! T u+4 J• 2 n ➢ '`L 'R \ a\.f.,, x .may, ;�. m `�. "�', Iz. \.. `'i` eta� \\ '� 'k:' �i \ \\' '?f ,fig d`:, a\\. '•., abali ,` 4,- ( - •a \\. ai L \,, a4 /yam) ,�//� .\a\ ..... v. F': '' '.,:'' \_ .F �`.`°'A°` �t ° V Y = +o2.a�0\\ .Z :at.\ ,t,`\. :S�\,• 1, \ •a'a p, $ a :zr moo\ '§' :,.'"i` �. '`«#a. W tee:' \ . q \ $, $, �3. `,+` 4}qq 9'A.yw � \., a S 1'''.'•.A', :.:eL `i , It.. �? :\.. ",a3. "\\. •`a`;,��6. ,.,"r m. �„`�' ^ \ 6« ' w ,,���` g •ds.. ^$.^ "':=moo` .jdfi Y.e`.a Y•sF. # ':i' 't `'.� - _ e« w #°a Z R li \ aw :fir, \ yx �r ".i a a d\.,\. " °sa,-adp, e .y"'{ '.\`\\\ ,3a...`,. ':- F ,gt edE,v�t'§�,aE•o eyet... v' $ :'4' - r. k\ "• :. r t' A. 5 � tP be ¢.a :siPL a• y a �`a a .a JAN 112022 !e.a f'+ �R ,"" , �{ �: . .,a\\! - .. a3a3�"r` PG..>" `F°s;f <,a`a �s .�' _�, <°"R.= fop. .• 3., $. Mme. _ Z. \, =a .-. �:.:.�s .,. ,_, p:w„:g• � a.a' "�z. y:'x `' , O 5 10 20 30 40 O O 5 10 20 30 40 O 1�)EMOL I T I ON SITE PLAN &RAPHIC SCALE FROFOSEI�) �SITE PLA GRAPHIC SCALE _ LOCATION MAP SCALE: I" = 20'-0' 50ALE: 1" = 20'-0" SCALE: NT5 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 15 8u TH I GIG REINFORCED CONCRETE a, v SUBJECT TO VERIFICATION BY A LICENSED TRAFFIC, E3EARINO S ASB Q SURVEYOR. THE INFORMATION F- REPRESENTED ON TH15 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ORA�SS SHOULDER AREA (TY�.) 24" DIAMETER CAST IRON W ; M N 2. SURVEY INFORMATION WAS OBTAINED OR REFI NED SURFACE COYER INLET ORATE � FRAME APPrQVED 13Y w `� FROM A SURVEY DATED FEB. 3, 2016 AND PREPARED BY: t. BOARD Q I F-W PL.l�t lt G Z JOHN G. EHLERS b EAST MAIN STREET TOVIN OF SOUTt�OLD Z RIVERHEAD, NY I10101 _ E- Lo 631-36q-8288 — Ia�l: o — Zs � o a Lo o0 _� -III III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III— Z W ,L, �- III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I II QI -� 00 D- II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J0) (D Zoo Z VAN III_ L. W O I II I Ln � N FF .ASST GONG. o Q �? O RDUND LEACH I NO R I NO. SEE -� o WATER GALGULAT IONS ON SITE PLAN FOR REG2'D W EFFECTIVE DEPTH 2'-O" DIAMETER AS 2'-0" HAY BALES AND/OR MIN. PER SITE PLAN MIN. 0 W PICT FEIGLEAN SAND 4 O RAVEL FILL v J � PER DETATAILSLS (TYPJ TY Q STORM NATER DR`I HELL DETAIL 4:ywµ��-�, -� PD-oo2.00 SCALE: 1/2" = I'-O" D STOG PILE 5 A (boGE o F.) C ,4 RUSHED STONE ' RK I NO SHALL EMPLOY GALL-TES LOAD SUPPORT O R I D DUPONT NON-WOVEN O EOTEXTI LE EABR I G (OR EQUAL) ®.� Non-Vegetated ! Porous Paving with LSG Series (Load Support Grid) i'�, ,r---For Edging Options, See Our Edging CADS Note: See Edging Option CAD 1" - 2" of Granular Surface (this aggregate stone should be the same 1/4"to 3/4" clean angular stone used to fill HAY BALES AND/OR ;' the LSG cell SILT FENCING, AS PER DETAILS (TYP.) - ---___ ' CGS d J o C7C7 Op( L7 "" " , �, �qR( o �,� � CIS Cell-Tek LSG filled with 714 to 314 clean angular stones. _ v - LSG (Load Support Grid)can be 3", 4"or 6"cell depth. 5o' MIN. oSb._ Consult Cell-Tek'" BUT SUFFICIENT TO KEEP SEDIMENT ON SITE c, {�• �o o 0 O {( J o 'J DC7 ��x`tf D o ` Rebar J-Hook#/4 rebar (1$" H or 24" H 3 '(3 per engineer) z P W HAY BALES $/OR SILT FENCING DuPont-SF20 Or SF40 Non woven Geotextile Fabric -- i W Compacted Subgrade p O w to I NC /rC,S, wI d o d) w LEGEND NOTES: I I I z Q PROJECT: Max weight per Cell Depth , ' f..,-.4ry,''r�rrt,C{-:-yam_.✓, ,- i -3"=8000 tbs(axle toads:18kN) Q� - v.,0015 ..- .._. q$oo: r NISSEN I q P D U 0 t tq a q q D. Cell-Tek LSG filled with 1/4"to 314"clean -4"=H10 Loading 40,000 lbs(axle Ioads:75kN) I O p- I DO bD;�_ -gDDC tL W angular stone withll"-2"granular surface -6"=H2O Loading 60,000 lbs(axle loads:145kN) y w PLANNING I - -_- -_ CELL-TE'j0%*`-- Geosynthetics $09 Barkwood Ct., Suite M Rebar J-Hook#4 rebar(18"H or 24"N IY per engineer) 46950 COUNTY RD 48 Linthicum Heights, MD 21090 Phone: 410.721.4844 / SOUTHOLD, NY Fax: 410.721.3844 r� r Email: info@celltekdirect.com _ _ _ _ _ DuPont`SF20 QrSF�40 Non-woven CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 4" DRAWING TITLE' _ ! ! Geatextile Fabric STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL y i www.celltekdirect.com To 18" (MIN) ABOVE EXISTING GRADE FOR DRAINAGE EROSION CONTROL SITE PLAN t - - /TEMP. r DETAILS 4 CONCRETE r HAY BALES AND/OR it WASHOUT 4 SILT FENCING, A5 �! AREA �� PER DETAILS (TYP) TEMPORARY 9,(300 S.F.)/ CRUSHED STONE FA�R<INO DETAIL CONSTRUCTION r>!, ` - - - ,r PDPD-002.0 -002.00 ENTRANCE A5 PER TEM 'ORA�RY CONSTRUCTION NTfi�'>�NG DT>�I L ' SCALE: NTS 0 SCALE: I/4" PAGE: r r DETAIL 3/PD-002 rr __20.0' -_ 1wn`6kD../ ® ■ A PREVIOUSLY LAID BALE DATE: 01./07/21 201172 ------ ISI MAX. G. TO G. tipp i i �i��i4 OAC FLOW o P � JA � 2022 = z — EMBED FILTER CLOTJ ED ON CONTOUR -_- MIN. b" INTO GROUND ¢, -� MiI -- �~- NOTE: C� 111" MAXIMUM DRAINA6E AREA ��, ��,� 4 - P G ET5 OR 2"x2" STAKES I.5'TO 2' IN GROUND. k 4" VERTICAL FACE 1/2 ACRE / 100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF HAY5ALE5. ° 5 '° 20 30 40 4 BEDD I NO DETAIL Lr5-,)i51 LT FENCE DETA I L5 C ANISHOR I NI DETA I L/STRAN BALE D KE DETAIL L ER051 ON CONTROL 517E PLAN GRAPHIC SCALE PD-002.00 " = I PD-002.00 SCALE: I/4 I-O" 50ALE: 1/4" = I'-O" PD-002.00 SCALE: 1/4" SCALP: I" = 20'-0" 51TE PLAN HATCH KEY: d O PROPOSED BUILDING ADDITION Q U 0 ~ O PROPOSED ACCESSORY STRUCTURE w Z O �T� N T w O J rl PROPOSED 2ND STORY ���� �L j Z � � Z o 000 o PROJECT LOCATION & SCOPE m Z - -RENOVATION OF EX I ST I NC BU I LD I NC I NGLUD I NS THE MOD I FY I NC OF SITE PLAN & ZONING DATA = � AN EX I ST I NC BATHROOM TO MA<E IT A.D.A. GOMPL I ANT z � w ONE-FAMILY —REMOVAL OF EXIST. INTERNAL STAIRS TO BASEMENT 4 CREATION GENERAL NOTES Q J pp YEAR-ROUND OF BASEMENT EGRESS WINDON 0-002 .00 RESIDENCE EXIST. WD. FENCE ON ENERGY TABLE O =CREATION OF A.D.A. RAMP TO FRONT OF BU I LD I NO AND PROPERTY LINE (PARTIALLY rl BROKEN) TO BE REPAIRED STRUCTURAL DESIGN CHARTS Y o ADDITIONAL RAMP I N REAR. z >: �r o (5=005.00 STRAPPING, & NAILING DETAILS = W FASTENING SCHEDULE U- w N _ _ ACCESSIBILITY DETAILS 1` LO 0 PROA• G, SS ry ___ FRO�JE�T DATA : rl J �o' o C �s®® ,®® FRAMING GRAPHICS 36.0' N BEAM CONNECTION PATTERNS � O �.o, PRO,JEGT / ZONING DATA FIREBLOCKING DETAILS PROP. 5'(Vxg' EFFECTIVE TAX MAP # 1000-55-5-11 DEPTH CATCH BASIN AS _ .®® PROPOSED DEMOLITION PLANS w PER DETAIL I/PD-002; PROP. CRUSHED p� ZONING DISTRICT B V PROVIDE LEADERS FROM 4 STONE PARKING "� 5.0' NEW ROOF 8 SLOPE PROP- PARKING TOWARDS INLET (DET. 2/P-_D-002) LOT AREA — 0.3 ACRES J GofO - BU51NE55 BUILDING Z-300-1; 3/25/1968 A- 102 .00 PROPOSED FOUNDATION PLAN Q ONE-FAMILY _ - EXIST. WD. YEAR-ROUND Z - FENCE ON GofO - ALTERATION ADDITION Z-2-1868; 9/I/IgT1 \ RESIDENCE -•� � O PROPERTY LINE ` FEMA FLOOD ZONE X PROP. TRASH 22`0, $o, COLLECTION AREA - ®�,®® PROPOSED FIRST FLOOR PLAN ` I-STORY IMiNPRE-MANU. - 2 EXIST. WD. BLDG. •o LOT GOVERAOE ASPHALT (STORAGE) -- ----- - 104.00 PROPOSED EGRESS FLOOR PLANS PARKING DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE & TOTAL LOT AREA 12,558.0 S.F. O PROP. WD. MP PROP. EXIST. CELLAR A-401 ,®® DESIGN DETAILS a PROP�WRD. OR ENTRANCE EXISTING BUILDING 1,355.2 S.F. 10.5% 0 Z z EXIST. PORCH $ STAIRS 101.4 0.895 z S I a. RE-SEED AREA /�.g, -- -- ----- I -- J TO PROVIDE GRASS COVER 30.3 PROP. PRE-MANUF. BLDG. 792.0 S.F. 6.5% v) � PROP. RAMPS 8 STAIRS 200.7 1.690 - 1 ® ) .®® DWV/ WATER SUPPLY RISER a o Z rr GAS RISER Lh w EXIST. WD. , 3.4' I1.b' 2 TOTAL AREA OF ALL STRUCTURES 2248.6 S.F. 17.830 it ix O FENCE ON 1.6' a g Q PROPERTY LINE ----J N **MAXIMU OT- OV E O 090 w w p 7.0 N PROP. EGRESS O EXIST. WINDOW WELL w Q I I STORY 0 a EXIST. CHAIN LINK FENCE WD. FR. O G ON PROPERTY LINE BUILDING 2 FENCE ON YL (BUSINESS PROPERTY LINE (L a J 0 Q mQ w IN-FILL PARKING LOT w/ NEW ASPHALT OCG.) Z w m WHERE REO.'D (NY STATE DOT TYPE bF m LINE OF ROOF TOP COURSE ASPHALT UPON 1 OVERHANG (TYP.) Q COMPACTED 4" STONE AGGREGATE) 22.3' g a J � woa �.--- -- ---- U to Q PROP. 9'xlg' HANDICAPPED 5.0' 1 PARKING w/ &'xlg' AGGE5S AISLE PROP. WD. RAMP � _ (A.D.A. COMPLIANT) I0404 EXIST. GONG. PORCH O EXIST. ASPHALT 6 0 O RESIDENTIAL PARKING s` 4 PROJECT: VACANT LAND O 9.0 PROP. g'xl9' PARKING ll O .2211 Q ONE STORY SMALL SPACE (TYP.) fl Q' STRUCTURE w/ N I SS E N O 1 MULTI-OCCUPANT p it (COMMERCIAL USE) k: :: .. RENOVATION �I . 0 EXIST. Q I r �j 9.0' SIGN 0 i', — „ �." - -, _ - . .. 3 ,�,•, •� ., A». a .. PROP. SHADE TREE w/ MIN. (I O� m 2" CALIPER HONEY LOCUST �o 46950 COUNTY RD 48 PINE, OAK, OR SIMILAR) PROP. 22.0' ." . SOUTHOLD NY GRASS / ` 4 r. t DRAWING TITLE: MODIFIED DRIVE SHALL 8117 MEET EXIST. GONG. N � /03GGNG• �,;,... � � _� f �,., _k 4 CURB FROM STREET 1 2 .,. j— EXIST. STORM r" �t � +y�� 4 PROJECT LOCATION & SCOPE �6„E qk DRAIN �lkh, ; SITE PLAN & ZONING DATA t , x 1. PAGE: C \\ •'•.�'?C�.`y. �% �'k7q �9 4A F ., y � s „�.yn. ” G-00loOl �.,, .S �• ,art n.� .e... /y $ h .4� M � k A„ �� t t f�'•. may. .'r/ ,- 1• . DATE: 02/01/22 1 OF 10 -fin .. � "li ,� ' ,E;�.y�r..m6'«";�'- ' px s;P• > q9 .c w'{ I (_' 1 V7 �� � 1'i �� UN 9 �f 1 a dd TTf •� J #,, SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN IS v . SUBJECT TO VERIFICATION BY A LICENSED _-� :._ -;-. .r_ .-►� �. ... _ -- "_. -_�......, . -_, .a,,, ._. �__-.�.. ,,, o�__.�._ , BUILUINr,Dr:fj SURVEYOR. THE INFORMATION LOGIT I ON MSP To:r �;SAF SQU REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED SCALE: NTS Faj �� `" '► FROM A SURVEY DATED FEB. 3, 2016 AND PREPARED BY: JOHN G. EHLERS � n�f�e0� 6 EAST MAIN STREET t RIVER gE8D, N 11901 0 SITE PLAN SCALE: 1" = 20'-0" °DROVED ANOTED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE JU-IING DEPARTMENT AT OF OCCUPANCY 3 AM TO .4 PM FOR T�: INSPECTIONS: .ION -:TiNfj REQUIRED ='OURED Ct�Vf~RETE. FRAMINq()&:pLUMBING vs , a?ION COMPLY WITH ALL CODES OF :NA. CONSTRUCTION;VUST NEW YORK-STATE & TOWN CODES VPLETE FOR C`.6' AS REQUIRED AND,CONDITIONS OF "RUCTIOW'SHALL MEET THE _NTS OFTHE CODES OF NEW / S0UTH0bf0WN ZBA 'AfE. NOT RESPONSIBLE FOR /-,?3-a3 -,JN OR ,CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNI�iG BOARD SOUTHOLD TOWN TRUSTEES' N.Y.S.DEC FIRE INSPECTION RETAIN STORM WATER RUNOFF REQUIRED BEFORE PURSUANT TO CHAPTER 236 ©PENINI G OF THE TOWN CODE. Additional TRUSS PLACARDING REQUIRED Certification May Be Required. Alt exterior lighting installed,replaced or rep_ aired shall conform to Chapter 172 of the Town Code EMMcA.INSPEcnoN REWRIM 36' 8' 4' 8'-1- 8' _ 2-2X10 MSR SYP TRUSS CARRIERS 2 NEW BUILDING SPECIFICATIONS ALL GABLE POSTS 22' X 36' X 11'6• POST & FRAME BUILDING / I� EXTEND TO TOP 0-18• X 8• CONCRETE FOOTINGS (TYP) (5301 LB CAP; 4800 LB COLUMN / OF ROOF TRUSS POST TE UPLIFT Nora+m POST sr W/12' CONCREOOLLAR 2-3'0• X 6'8. 9-LRE FIBERGLASS ENTRY DOORS r 10' X 10' FRAMED OPENING FOR OVERHEAD DOOR !XJ (DOOR BY OTHERS) 1-6'2• X 8' FRAMED OPENING FOR OVERHEAD DOOR (DOOR BY OTHERS) ��`, QF New""J.'& 03-48' X 24•THERMALPANE SINGLEHUNG WINDOWS `1\` • ••`°•O` • �,-j -j U) ® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST o�� '� I �°"•;o1� ,. W d7 PROTECTION 8' OC (TYP) w® ; 1/ 0 _ N N 2X8 TREATED GROUND CONTACT SKIRT BOARD N 0 N ° D 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24.OC M W 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS S n ° � e W m (773 PLF CAP; 600 PLF ROOF LOAD) (L1 °(V 2-2X10 MSR SYP TRUSS CARRIERS 010' SPANS % (644 PLF CAP; 600 PLF ROOF LOAD) TRUSS CARRIER TO POST A*X4•GRK STRUCTURAL SCREHS ����� • 0271 4Z �� 0,0 8 OEA.PDSF(2 PER SPLICE MIN)2664 SHEAR RATING �i� •°••.........•,. �4 �� PRE-ENGINEERED 5PITCH, 48.OC, 30-9-5 LOADING 3 ROWS 2X4 BOTTOM CHORD TIES (64. OC.) I���/1/llllltllttt\�\1 / 957 LB UPLIFT;HIOGAB OVERHARRICANENG TIEW1 VE EI 12•BACK EAVE S GABLE OYERFiATdG W/VENTED O SOFFIT& FASCIA 48•FRONT ca6�OVERHANG W/PAINTED STEEL IA SET DOORS FOR 6" / 28 CA 0-100 PAINTED STEEL ROOFING & SIDING CONCRETE FLOOR- 12•PAINTED STEEL VENTED RIDGECAP I, FINISHED INSIDE / 2-2X10 MSR SYP <2> HEIGHT 11'2" TRUSS CARRIERS I DQ 8' -I- 5' I 10' 5' �I- 8 Lj 10 � � r �� EXTERIOR LIGHT EXTERIOR LIGHT — BY OTHERS BY OTHERS JAN 3 , 2022 FLOG PLAN '4" AT 2 POSTS WHERE ROOF TRUSS DOES BUILD1i\1C;DEPT NOT MEET THE POST INSTALL 12—j%"X4" SCALE: 7/32" = 1'0" TOWN OF SO' FH&D GRK STRUCTURAL SCREWS PER POST FLOOR PLAN DRAM BY: ALS ALL INFORMATION SHOWN p f 7 C ONTHISDRAWING IS THE GREG NISSEN I pp zi9H "�Qs REVIEW: PROPERTY OF SHIRK James A. o enhaver, .� �� e� o REVISIONS: POLE BUILDINGS LLC. T THIS DRAWING MAY NOT 46950 COUNTY ROAD 48 304 Logan Ave A . BE REPRODUCED WITHOUT Wyomissing PA 19610 ' PERMISSION.BUILDER AND � N K DATE: 12/16/21 TOMER ARE VERIFYALLESPONSIBLE DIMENSIONS SOUTHOLD, NY 11971 Email; koppenhaverpe@gmail.com 807READINGROAD EA5TEARL,PA17519 LLC SITE:NISSEN BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 r T2 5� 28 GA PAINTED F x Is' STEEL 1}"X6" OPE�NIN HEMMED FASCIA FOR FAN 24'x 48' 24'■48' 24'.48" 6'2" X 8.0" THERMAL PANE THERMAL PANE THERMAL PANE 28 GA. 5'� PICTURE WINDOW PICTURE WINDOW PICTURE WINDOW 00 PAINTED STEEL C c � II II II II II II I CORNER TRIM `�® OF NEdy N* 28 GA. PAINTED STEEL � e° °•O•• ° j/ '// WALL PANELS VERHEAD D00 0�� .'. .°•.����®o ATTACHED W/ SCREWS Gj / /j1j: s ivy y;ems Ar g 9< m• ir BACK SIDEWALL LEFT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" �i�Q •..0771 A2:'•!4 �� 28 GA. PAINTED STEEL 12 RIDGECAP(VENTED) / 011010 SSis T 28 GA 5r PAINTED 28 GA. PAINTED STEEL SCREWDOWN ROOF I I8'x 18' i0 FRAMED h9i PANELS OPENIN FOR FAN 10'0° x 10'0" I~4'r OVERHEAD DOOR 'O'x 6'8" 9 LITE ENTRY ED DOOR I F1 F• BASE 11 ANGLE FRONT SIDEWALL RIGHT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" ELEVATIONS DRAWN BY. ALS ALL INFORMATION SHOWN 0W ON THIS DRAWING IS THE REVIEW: PROPERTY OF SHIRK GREG NISSENJames A. Koppenhaver, RE.z pOILE eV�LD m REVISIONS: POLE BUILDINGS LLC. 304 Logan Ave BEE �NGg 1DRAWING MAY NOT 46950 COUNTY ROAD 48 A . 2 REPRODUCED WITHOUT PERMISSION.BUILDER AND Wyomissing, PA 19 610 HINKILLICDATE: 12 1s 21 TO�VERER IFYALLARE EDIMEENNSONS SOUTHOLD, NY 11971 Email; koppenhaverpe@gmail.Com 807READINGROAD EASfEARL,PA17519 SITE:NISSEN BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 BUILDER J PAINED RIDGECAP 6 NAILS 2X4 ROOF PERUN 28 GA.PAINTED �6 0 21VEATERIRE ROOF TRUSS PER TRUSS ROOF STEEL ROOFING Z a VENTED OR PNNO�9diEW5 28 CA �' 3-3;)•%.120 2%4 ROOF / RAKE TRIM g" /PAINTEDSEALUTE STEEL CALF.NAILS PURUN \ CLOSURE 2%4 GIRT OR PERUN WALL ED X STRIPS 24.ON CENTER {�'X4•GRKN 07 TRUSS SIRUCIUIK 2X6 HEADE <+�- GIIL�'X.LS PUCE ONifOU HED° SCREWS METAL SIDING 06 .O m 2X4 R00% PAINTED SCREWS OVERHEAD :::::::t TR ZZ9.ON CENTER STRUCTURAL OVERHEAD DOR TRIM Y POST OVERHEAD DOOR DOOR EATHERSTRIP ^ SYP (IRK STRUCTURAL 12'RIDGE CAP YETAL SIOINO ! ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG $^ DETAIL ROOF010 FASTENERS FASTENING DETAIL SER FASTENER DETAIL HEADER DETAIL DETAIL SCNE 1/2•- 1'0' SALE: 1/2•- 1'0• SCALE 1/2•- 1'0• SCALE: 1/2'- 1'0• SCALE: 1/2•- 1'O• SCALE: 1/2•- 1'0• DESIGN Li E 11 - U WALL POST PAINTED STEEL L N(9.o WALL POST 8 NAILS �4 ROOF PERLIN DOR JAMB 2%8 FACE BOARD � Q 2ol GAILY.�yAp„r / GIRT� PER TRUSS IRU . GALVANIZED PAINTED C � Q a DECK SCREWS / 0) 0 0 6-31• PUCE I ROOF TRU y ED 0 0 GALV. NMS 4 NAILS PER 8 G4.PAINTED STEEL SOFFIT Y J C c EACH SIDE CHANNEL POST FtrJ 7RIM Nu CL d .� o CARRIER NEW.SIDING O .x SIDENALL GIRT 2XBLQCK TRUSS TO TIE BLOCK co E ENTRY DOOR 12•EAVE OVERHANG 0 FASTENING DETAIL FASTENER DETAIL JAY. DETAIL DETAIL O E SCALE 1/2•- 1'0• SCALE: 1/z•- VD, SCALE 1/2•- 1'0• SCALE 1/2•- 1'D• E OWNEbi R co 28 GA. PLANTED STEEL r ROOFING INSTALLED W/ 2X4 BOTTOM CHORD SCREWS dt WASHERS PERMANENT LATERAL r Z BWG ORSEETRUSS ♦W O2X6 r 2X4 ROOPF F FACE 2X6BOARD FROM PF 2X4 SROmIE TO BORT fwV613F DIAGONAL E V/ Z PRE-ENGINEEREO RUNS 24.OC. PAINTED 11 ,RICK p7TRUSSES Z Q FASCIA Z VENTED J PRE-ENGINEERED ZFH-10A HURRICANE CLIP Pte'' LW/ 0 O TRUSSES 48.OC. PAIL SanNUIUMLIJLL U = 2-2%10 MSR M?TRUSS ARRI F2X6 VAN �7RIM f I SYP TRUSS CARRIERS INTO POST '^ v 0 Lo 0�/L C'4 2X4 SPF SIDEWALL GIRTS 24.OC. v/ 3 PLY 2X8 GLU-LAM 11 toto POSTS BOC. TYP. WALL BRACING REGUIREMENTS:RAL S EL ALL INFORMATION SHONN WALL BRACING PANELS IRNSS'TA ED TO EXTERRIOR AWPA U1 TREATED POSTS B'OC.TYP. � ON TNS DRAVANG IS TI-E RECUIREMENTS: OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK 28G4 SIRIICIURAL POLE BUILDINGS LLC. STEEL SIDING 7HIS DRAVANG MAY NOT 2X4 SPF WALL GUS 24.OC PANELS INSTAUfD ,I�NI�fJf1/� BE REPRODUCED WTHOUT WITH SCREWS ``�� r /�_' RADE GRADE r PERMISSION.BUILDER AND �I OYMER ARE RESPONSIBLE �� O //I TO VERIFY ALL DIMENSIONS 2X8 PRC TREATED PRESSURE TREATED \\, •�••••�•• � //o BEFORE CONSTRUCTION 6•-4000 PSI SYP SKIRT BOARD • y GRADE(BOTTOM FIDOR SYP GROUND CONTACT \\ �° e� /� OF Sq OPRONAL 2X8 SKIRT BOARD \ ••/A I� DRANK BY:ALS J,• - t SISI y �. .Y.-: ..r_. ....'�.:. „ i(�f �.�� = REVIEW: COM. \ \\\ REVISIONS: 3/4•srco°"EPTIo PLTAACIOTIl • ~ �P�t�r �/u�l l, \\/rte N\ G: POST SAVER PATENTED UPLIFT NDOIED3ooD pSl.CONCRETE Q i' L m: POST W/12•CONCRETE SISI I \Y� ('OST W�Yi,�. l FOOTING (SEE SIZES \� + (7 �I: � -301.7p.,/,ER,/6,SIL/ ON FLOOR PLAN) ///•"�, i i (fl • ((t DATE: 12/16/21 3000 PSI.CONCRETE F00T1 e;� ,: �:, ��/ yl% / / �.N• - � f/��/v/ // '' (SEE $2E ON FLOOR PLAN) <.� 1x:.:} \\ \yy \\\\ ,t<.;•I:•: \� \�\� \ \.%:i;;: •� L•: SITE:NISSEN ' \/f i (� SECTIONS TYPICAL FRAME \ \ \��\ \ TYPICAL FRAME \�j \�\ ��� 94. A?.•'•(` w SECTION / �i •'••.•SISI••• (ENDWALL VIEW) � � a a � � SECTION � SCALE: 1/4" = 1'0" (SIDEW LVIEW) �FESSSOt, SCALE: 1/4" = 1'0" ttttttlrNl \ BUILDER U BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ° A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY z a SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL DESIGN PARAMETERS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE m x m o LL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U i �a RISK CATEGORY I o A4.2 FOOTINGS EXPOSURE CATEGORY= C ° m STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=58 UNPROTECTED a FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 S FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=792 OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=9,800 DESIGN A4.3 FRAMING Ld E LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH fl: O 0 (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. Ep LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN ` (Drn 6 E SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF aD > r- YELLOW PINE. 11MBERVALUES FOR 3 PLY 2X6 GLU-LAM :F8=2150, FC=2050. LUMBER > Q m oWISE E " BELOW GRADE UNLESS NOTED OTHERWISE. O FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND X48 = u CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. � o USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES 0- o ° SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. Y J c: � A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: - n - 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 d cn a ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, O - coE COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: Q) "' 0 TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION o - SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING w AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER00 RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) P- & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS.FOR BUILDINGS AND OTHER STRUCTURES r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) W o WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN A4.12 WARRANTY NOTES N >. z ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Z H Q A4.6 FASTENERS AND FRAMING CONNEC11ONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN ? J EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. O = FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: U �... TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY O D SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, Lc) O 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. O W PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM # OF 12D NAILS IN 1j" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATiON SHOWN STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THS DRAWING IS THE TRUSS CARRIER CONNECTION TO POST: "x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC, FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCED WITHOUT NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED �pp�ppppB® OWNER ARE RESPONSIBLE �p1 I/� TO VERIFY ALL DIMENSONS WITH #9 COLOR MATCHING SCREWS. FASTENERSAL SHALL RUBBER COMPLY WITH H HE ROOFINGERED N&ESIDING aa``�ON QF°N6�'�®®,' DRAM BYNALScrION MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `��� �.• •'•• REVIEW: 1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED v REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. = co METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT •�S �La EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; DATE: 12/16/21 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. S C") �® tU SITE:NISSEN • w 1 DETAILS • .� �. ���' RaF SSt•��,�� A . 4 t Job Truss Truss Type Oty Ply 211209948 T22 COMMON 1 1 Job Reference(optional) UFP Site Built,LLC,UFP 20/20 Run:8.510 s Oct 22 2021 Print:8.510 s Oct 22 2021 MiTek Industries,Inc.Tue Dec 14 12:52:16 2021 Page 1 ID:WgyIPR176gzPr9ZYMl Lljwy935U-aFPgiBusak8SDhpzkXjoCFuB66nGYRaOfMrA9fy934 7-1-8 13-1-14 19-2-5 25-10-8 6-9- 7-1-8 6-0 6 6-0-6 6-8-3 9-10-8 Scal 10- Scale=1:43.9 5x6= 3 5.00 12 17 18 5x6 2x3 77 4 16 3 19 2 B4 RP 1 5 6 o Tc? mI 9 8 7 4x4 104x4 ii 3x4= 3x6= 4x4= 3-10-8 4x6= 22-G-0 3-10-8 9-1-10 17-2-3 25-10-8 3-10-8 5-3-2 8-G-9 8-8-5 i i Plate Offsets(X,Y)-- 1:0-4-13,0-1-8, 2:0-2-80-2-0 7:0-1-80-2-0 10:Ed e,aas LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.15 7-9 >999 240 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.24 7-9 >999 180 TCLL 5.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.06 5 n/a n/a BCDL 0.0 BCDL 5.0 Code IBC2018/TP12014 Matrix-MS Weight:124lb FT 20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(3-9-3 max.). BOT CHORD 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing. B2:2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 10=2425/G-8-8,5=1786/0-8-8 Max Horz 10=248(LC 17) Max UpliftlO=-957(LC 12),5=-752(LC 13) Max Grav 10=2445(LC 19),5=1912(LC 20) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-16=-1217/938,2-16=-1196/1138,2-17=-1880(727,3-17=-1672/752,3-18=-2665/1189,4-18-2943/1171,4-19=3269/1313,5-19=-3554/1297,5-6=0/37 BOT CHORD 1-10=-866/1219,9-10=-620/1483,8-9=-415/1640,7-8-415/1640,5-7=-1031/3167 WEBS 2-9=-56/475,3-9=-321/216,3-7=-568/1377,4-7=-1169/689,2-10=-3216/2039 NOTES- 1)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)0-1-12 to 4-1-12,Interior(1)4-1-12 to 9-1-14,Exterior(2R)9-1-14 to 17-1-14,Interior(1)17-1-14 to 22-6-10,Exterior(2E)22-6-10 to 26-6-10 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=30.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord deadload. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 957 Ib uplift at joint 10 and 752 Ib uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 60F NEI. 1PA i"j9yO� 1-- C� ) w. IL to 101355 ARPPES SIUA 12/14/2021