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�O�Og�FFlllh'cpGy� Town of Southold 5/10/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44081 Date: 5/10/2023 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 200 Green Hill Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/18/2021 pursuant to which Building Permit No. 46053 dated 4/8/2021 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 pool house with attached storage shed and outdoor shower as applied for per ZBA#7754, dated 4/20/2023. The certificate is issued to Sourbis,Nicholas&Lucia,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46053 3/7/2022 PLUMBERS CERTIFICATION DATED 4/15/2022 N Hard lumbin ()rit gnature o�SUFFoijr TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo • �� 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#: 46053 Date: 4/8/2021 Permission is hereby granted to: Sourbis, Nicholas 200 Green Hill Ln Greenport, NY 11944 To: construct accessory pool house as applied for. At premises located at: 200 Green Hill Ln, Greenport SCTM #473889 Sec/Block/Lot# 33.-3-13 Pursuant to application dated 3/18/2021 and approved by the Building Inspector. To expire on 10/8/2022. Fees: ACCESSORY $224.80 CO-ACCESSORY BUILDING $50.00 Total: $274.80 B or pF SOU�yOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.sox 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 QIyCOU�'w`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicholas Sourbis Address: 200 Green Hill Ln city:Greenport st: NY zip: 11944 Building Permit#: 46053 Section: 33 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: South Electric License No: 58024ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: Pool Cabana Inspector Signature: Date: March 7, 2022 S.Devlin-Cert Electrical Compliance Form SO& Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1119 Southold,NY 11971-0959 Ff BUILDING DEPARTMENT TOWN OF SOUTHOLD R JUL 1 2 2022 BUILDING DEPT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 4(e0,53 Owner: (Please print) Plumber: (Please print)-) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 I ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.0IMA6364702 ........... Qualified in Suffolk County My Commission Expires 09-18-2025 Notary Public, 11-01 --�County - # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION [ (FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ° UNDATION 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: (in i). Ka� (��t�sowa_ vom F07 'v 5lyu6nv_*,f DATE !o INSPECTOR �a0f SOUTyO - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION.IST [ ] 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 [ ] PREF C/O REMARKS: " 44 Cr uS6 11-2Jm 4.00ler . age - �� DATE �� INSPECTOR pF 50U1y 0 53 2 00 # TOWN OF SOUTHOLD BUILDING DEPT. rorm��'',� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1NSULATION/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: o v-� e. ne \AIP, V4-) eks: CA S)Ak Ln Ji . 1JA � DATE INSPECTOR` �'�, pFSOplyo �©S / �Z_oo -- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ... . .. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]- INSULATION/CAULKING---- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -lavfP 47tiAt, -9,Gk,4,Tr<,ce, — DATE ZZ INSPECTOR lafso # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [. ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATI N/CAU KING [ ] FRAMING /STRAPPING [ FINAL G�i [ ] AVZ- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS(-: DATE Y INSPECTOR A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build n EV IP oI WD . . MAY 0 8 2023 1"OF90IMMW euG.uu+nT May 3RD, 2023 Town Of Southold P.0 Box 1179 Southold NY 11971 RE: Sourbis Residence 200 Green Hill Lane Greenport NY 11944 To whom it may concern, Based on my inspection at the above address the foundation for the Cabana was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP s lr 74 5 A Page 1 of 1 h• { w •I +t Y' vc .. i� Sb i _..t P ' � TIT •f� JM J� r� trt �' r � 9f t r_ +' •r ��► ...-�_.� w tom. r�1111 FIELD.INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ----------------- --------------------- r FOUNDATION(2ND) . � z J Do We IM1 �V ROUGH FRAMING& . y PLUMBING —� M Vv t� y INSULATION PER N.Y. STATE ENERGY CODE vKo FINAL ADD IOAL COMMENTS . �2�-a-. '1 �c ��u►' � �G z ise '� rn a l � ab O z a� d b H ��SbFFD(rcP TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 leiTelephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.ggvv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� �-• -rf it PERMIT NO. Building Inspector: Z J MAR 1 8 2021 Applications and:forms must:be,filled out intheir,entirety:Incomplefe,. applications-will not be accepted. Where the Applicant:is not the owner,an owner's Authorization form(Page 2)-shall`be completed Date: March 18,2021 ;;OWNER(S)_OF PROPERTY:.. Name: Nicholas Sourbis SCTM#1000-33-3-13 Project Address: 200 Green Hill Lane, Greenport NY 11944 Phone#: 914-484-3461 Email nsourbis@gmail.com Mailing Address: 200 Green Hill Lane, GreenportNY 11944 CONTACT PERSON: .. Name: AMP Architecture Mailing Address: 1075 Franklinville Rd, Laurel NY 11948 Phone#: 516-214-0160 Email: a port!Ilo@amparchitect.corn DESIGN PROFESSIONAL;INFORMATION:_ Name: AMP Architecture Mailing Address: 1075 Franklinville Rd, Laurel NY 11948 Phone#: Email aportillo@amparchitect.com CONTRACTOR INFORMATION: : ., Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION '. IONew Structure ❑Addition ❑Alteration [ORepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes ©No 1 3/17/2021 Scan-20210317.png PROPERTY INFORMATION N Existing use of property: tended use of property: Zone or use district in which premises is situated: Are there any covenar!tprid restrictions with respect to this property? OYes IANo IF YES,PROVIDE A COPY. ff Ch6ick'BoxPi da kfpfeolo!ol a!(dr0!n0je'vnd' w'ake`riii� b issuance of Btdlc�i% Chapter 1SHEREBYrR"Et0;the,8u9 jagpepartroe. Ordinance.0 lica i� OrdinancesorRe rtOicbniliaui��o 4huiid addHie�-0 4��iii ii bi i"i, "enio 0alterations a in an regulations it Wdohsdand to�i!6 r 1". authoraed'inspettors on premises and in buildings)tar necessary inspections.False stateneerKs made hergin are Intiiiern n 051 f\ko-ge-c- Application Submitted By(pri &Authorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF I being duly sworn,deposes and says that(s)he is the applicant (Name of-Individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file the h. BARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01TA6086001 day of 20 Qualified In Suffolk Countyp3 —Lj�— A 4 11 1110 N uot'a rVVutf1QC v 11 1 v 1 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, N1CM' 1M Soirbis residing at QW Gfeenhih -ane ate m+ m AL/q—do hereby authorize W? ft[Lh,ILC1 VI C to apply on my behalfto the Town of utho Building Department for approval as described herein. Owner's Signature Date C/ l A5 Print Owner's Name hftps://mail.google.com/mail/u/o/?tab=rm&ogblffinbox/KtbxLICNkfmbTBSjlmsQFwIVWLPSRLTvV?projector--I&messagePartld=O.l 1/1 BUILDING DEPARTMENT- Electrical Inspec or i TOWN OF SOUTHOLD JUL 15 2021 o x Town Hall Annex - 54375 Main Road- PO Box 1179 w Southold, New York 11971-0959 TU11,D1NG DEP'-r.'. Telephone (631) 765-1802 - FAX (631) 765-TAb2 '.,k. i,. rogerr(cD-southoldtownny.gov — seanda-southoldtownny.gov I APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �1 - l S -Z Company Name: SOUTH ELECTRIC INC. Name:NICK SOURBIS License No.: 58024-ME email: LI.POOLCARE@GMAIL.COM Phone No: 631-765-8285 ❑✓ I request an email copy of Certificate of Compliance Address.: 200 GREENHILL LANE, GREENPORT,NY 11944 JOB SITE INFORMATION (All Information Required) Name: NICK SOURBIS Address: 200 GREENHILL LANE, GREENPORT,NY 11944 Cross Street: Phone No.: 631-765-8285 Bldg.Permit#: email: LI.POOLCARE@GMAIL.COM Tax Map District: 1000 Section:33 Block: 3 Lot: 13 BRIEF DESCRIPTION OF WORK (Please Print Clearly) ELECTRICAL WORK IN POOL HOUSE ELECTRICAL WORK IN POOL HOUSE ELECTRICAL WORK IN POOL HOUSE Check All That Apply: Is job ready for inspection?: ❑✓ YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ONO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect [] Underground ❑✓ Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ON, Additional Information: PAYMENT DUE WITH APPLICATION a Electrical Inspection Form 2020.xlsx \\ 14r' I` I 1%Fpt �; BUILDING DEPARTMENT ;' Electrical lnspec or TOWN OF SOUTHOLD JUL` 7 .5 .2021 o Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 BL7[T,D1m'G DEPT. Telephone (631) 765-1802 - FAX (631) 765-TAb0 "Y F'.11 Tt (J'DA rogerr(aDsoutholdtownny.gov — seand(a-southoldtownny.gov APPLICATION-FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:SOUTH ELECTRIC INC. Name:NICK SOURBIS License No.: 58024-ME email: LI.POOLCARE@GMAIL.COM Phone No: 631-765-8285 ❑✓ I request an email copy of Certificate of Compliance Address.: 200 GREENHILL LANE, GREENPORT,NY 11944 JOB SITE.INFORMATION (All Information Required) Name: NICK SOURBIS. Address:200 GREENHILL LANE, GREENPORT,NY 11944 Cross Street: Phone No.: 631-765-8285 BIdg.Permit#: Lf b email: LI:POOLCARE@GMAIL.COM Tax Map District: 1000. Section:33 Block: 3 Lot: 13 BRIEF DESCRIPTION OF WORK (Please.Print Clearly) ELECTRICAL WORK IN POOL HOUSE ELECTRICAL WORK IN POOL HOUSE ELECTRICAL WORK IN POOL HOUSE Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On Temp Information: . (All information required) Service Size ❑✓ 1,Ph ❑3 Ph Size: A # Meters Old Meter# \ 0 New Service El 'Service Reconnect ❑ UndergroundR]Overhead \ # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N \ Additional Information: PAYMENT.DUE WITH APPLICATION a 'lectrical Inspection Form 2020.xlsx \\'J • ��FF01 �1Telephone 631 765-1802 Town Hall Annex '�� � p { ) 54375 Main Road °�` 4; Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 ¢ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION APUD/OR TIMBER CONSTRUCTION Date: April 5, 2021 Owner: Nicholas Sourbis Location of Property: _ 200 Green Hill Lane, Greenport NY 11944 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) V Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): AMP Architecture - Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 22, 2022 TO: Nicholas Sourbis 200 Green Hill Road Greenport,NY 11944 Please take notice that your foundation location survey received on July 21, 2022: In conjunction with building permit#46053: to construct an accessory pool house/cabana at: Location of property: 200 Green Hill Lane, Greenport,NY County Tax Map No. 1000—Section 33 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The accessory structure under construction, on this nonconforming 22,537.70 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots 20,000-39,999 sq. ft. in size shall have a minimum side yard setback of 10 feet. The structure has a side yard setback of 6.5 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 22, 2022. AMENDED: August 24,2022 TO: Nicholas Sourbis 200 Green Hill Road Greenport,NY 11944 Please take notice that your foundation location survey received on July 21, 2022: In conjunction with building permit#46053: to construct an accessory pool house/cabana and to legalize an existing 8.2'X12.2' shed at: Location of property: 200 Green Hill Lane, Greenport,NY County Tax Map No. 1000—Section 33 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The accessory structure under construction, on this nonconforming 22,537.70 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures on lots 20,000-39,999 sq. ft. in size shall have a minimum side yard setback of 10 feet. The structure has a side yard setback of 6.5 feet. In addition,the existing shed has a rear yard setback of 9.9 feet and a side yard setback of 8.2 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 22,2022 AMENDED: August 24, 2022 RENEWED: December 15,2022 TO: Nicholas Sourbis 200 Green Hill Road Greenport,NY 11944 Please take notice that your foundation location survey received on July 21, 2022: In conjunction with building permit#46053: to construct an accessory pool house/cabana and to legalize an existing 8.2'X12.2' shed at: Location of property: 200 Green Hill Lane, Greenport,NY County Tax Map No. 1000—Section 33 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The accessory structure under construction, on this nonconforming 22,537.70 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states_ accessory buildings and structures on lots 20,000-39,999 sq. ft. in size shall have a minimum side yard setback of 10 feet. The structure has a side yard setback of 6.5 feet. In addition,the existing shed has a rear yard setback of 9.9 feet and a side yard setback of 8.2 feet. Authorized Signa ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall j� Leslie Kanes Weisman, Chairperson *0 5� �' 53095 Main Road• P.O. Box 1179 Patricia Acampora �� ®�� Southold,NY 11971-0959 Eric Dantes Office Location: Town Annex/First Floor Robert Lehnert, Jr. Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 NV � IG I� II 1UI I� � �- ��c�i��® L ( http://southoldtownny.gov I VA ZONING BOARD OF APPEALS Itso ID APR 2 6 2023; �; TOWN OF SOUTHOLD APR 2 4 2023 oul'!011muDEPT Tel. (631) 765-1809 -yowmOFS013,9-a®I.® SbgUt ®Id ®wh ler FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20, 2023 ZBA FILE# 7754 NAME OF APPLICANT: Nicholas Sourbis and Karen S. Lucia PROPERTY LOCATION: 200 Green Hill Lane, Greenport,NY SCTM#33-3-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type I1 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated 12/22/22 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 22,537.70 square foot parcel located in an R-40 Zoning District. The parcel runs 100.00 feet along Green Hill Lane, runs 230.0084 feet on the North side, runs 100.60 feet on the East side and runs 219.90 feet on the South side. The parcel is improved with a two- story frame residence, an in-ground pool, a wood shed, and a pergula with shed and outdoor shower. All is shown on a survey prepared by Jason D. Leadingham, L.L.S. last revised July 13, 2022. BASIS OF APPLICATION: Request for Variances from Article 1II, Section 280-15 and the Building Inspector's December 15, 2022 Notice of Disapproval based on an application in conjunction with building pen-nit #46053,.to construct an accessory pool house/cabana and to legalize an existing shed, at; 1) pool house located less than the code required minimum side yard setback of 10 feet; 2) shed located less than the code required minimum rear yard setback of 10 feet; 3) shed located less than the code required minimum side yard setback of 10 feet; located at: 200 Green Hill Lane, Greenport, NY. SCTM No. 33-3-13. RELIEF REQUESTED: The applicant requests a variance to legalize an"as-built"pool cabana with outdoor shower and an "as-built" shed. The pool cabana roof line has a side yard setback of 6.5 feet with the wall of the cabana having a setback of 9.7 feet, where code requires a minimum side yard setback of 10 feet for accessory structures. The "as built" shed located in the rear of the property has a rear yard setback of 9.9 feet and a side yard setback of 8.2 feet where code requires a minirnurn side yard setback and rear yard setback of 10 feet for accessory structures. ADDITIONAL INFORMATION: A letter of support by the applicant's neighbor was received. 4 Page 2,April 20,2023 97754, Sourbis SCTM No. 1000-33-3-13 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 6, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances s for the as-built pool cabana and shed will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes where pools and pool cabanas are typical accessory structures. The non-conformity is created by a roof overhang. The vertical walls of the structure, the storage section, and the outdoor shower are about 10 feet from the property line. The pool cabana is an unheated, unenclosed structure. The granting of the variance for the shed will not produce an undesirable change in the character of the neighborhood. The shed is in a conforming location in the far rear corner of the property and is not visible to any other properties since it is screened with six-foot high fencing from the adjacent neighbor and is parallel to the neighbor's shed in a comparable location, and the property to the rear is undeveloped woodland. 2. Town Law$267-b(3)(b)(2). The benefit sought by the applicant for the pool cabana cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The pool is in the existing location and this is the best location to place a pool cabana. Although the benefit sought by the applicant for the shed can be achieved by moving the shed to conforming setbacks,the setback difference will not be discernable. 3. Town Law &267-b(3)(b)(3). The variance(s) granted herein for the pool cabana is mathematically substantial, representing 35% relief from the code. However, the need for the variance is triggered by the roof overhang of the pergola. The variance for the shed rear yard setback is .3% and is de minimus in nature and although the 18% reief for the 8.2 ft.side yard setback is substantial, it cannot be seen from the adjacent properties or the road and is located in a conforming rear yard. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267-b. Grant of the requested relief for the pool cabana is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool cabana while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Granting the requested relief for the non- conforming setback for the accessory shed is not the minimum action necessary for the applicant to enjoy the benefit of a shed. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for,and shown on the Architectural Plans prepared by Anthony Portillo Architect, labeled G-001.01 and A 10 1.0 1 dated November 16, 2022, and Survey prepared by Jason D. Leadingham, L.S., last revised July 13, 2022. 1. The applicant must apply to the Building Department for a building permit(if applicable) for the "as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning 8 , Page 3,April 20,2023 #7754, Sourbis SCTM No. 1000-33-3-13 Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The "as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained This approval shall not be deemed effective until-the required conditions have been met.At the discretion of the Board of Appeals,failure to comply,with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)grantedherein as shown on the architectural drawings,siteplan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extensionnot to exceed three(3) consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE THE CODE RECOMPLIANCE WITH pUIRED TIME FRAME DESCRIBED HEREIN, Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote o the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). • -Leslie Kanes Weisman, Chairperson Approved for filing 4'-/ ,,-)-//2023 DA $' -7y -a ,��al �ara�- d�cS'3�3a � �Ia.- �e� r lz, lL r 000 rx/61/ L�r�2 C9,I) rq)�dilg�-S qdl or Cq),I) �50 ED ckkL cm s.. II f AA DRESS: 20U GREEN HILI.LANE GREENPORT DESIGNEASTERN SHORES Ar ATED AS LOT NG. 747 A� OLED ON DECEMBER 31, 968 AS MAP No.5234 SECTION 5" nZN S 14°43I-201'E _z only — 100.60' ^x C/WNIILYfbICf co c6 d N AREA OF LOT=22,537.95 Sq,ft. Qz-20, YARD �8 2 M qt d A, k k 3 - k �6 = 21.7' I . EACUM i K . . WDDDFN I DECK , " B.T' . . . . . . . . 35.8'. . . . . . . k m 2 STORYFRAME N . No. 200 las .GARAGE 18.5 . . . . . -• . . . 20.8' d IA[MfMCE PLACER SHOP C4lE Wuj- PAVED WAilI o q C/) o w (V d YARD 0 OI w c . 0 a 145.00'. P.QB. N 200-57-50" W 100.00' GREEN HILL LANE 1. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON OR PERSONS FOR WHOM THE SURVEY IS PREPARED AND CERTIFIED TO AND ARE NOTTRANSFERABLE TOAODITIONAL INSTITUTIONS ORSUBSEOUENTOWNERS. ANASTASIA 1. PARSATOON DATE:JULY Z9th.2020 2. EASEMENTS OF RECORD ARE ONLY GUARANTEED IF A DESCRIPTIVE ABSTRACT IS FURNISHED TO 3. THIS MAP LAND SURVEYING, P.C. 3. THIS MAP WAS MAGE AT A SCALE OF 1'x20'WHEN ORIGINALLY DRAWN. 4. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. 5. IT iS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 1300 JERICHO TURNPIKE,STE.207 DIRECTION OF A LICENSED LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. NEW HYDE PARK,NY 11040 6. ARCHITECTS MUST ORDER A TOPOGRAPHICAL MAP SPECIFYING THEIR EXACT NEEDS. 7. ALL ELEVATIONS SHOWN IF ANY REFER TO THE NAV019M OFFICE (516)352-0398 8. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND EMAIL:INFO AIPLS.COM SURVEYOR'S INKED OR EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SURVEY No. PN001212 9. CONSULT WITH THE HIGHWAY DEPARTMENT BEFORE DESIGNING,INSTALLING,OR MODIFYING ANY NEW OR EXISTING CURBS,WALKS,OR ROADWAYS IN THE STREETS SHOWN HEREON. TOWN OF SOUTHOLD W. SUBSURFACE INFORMATION SHOWN WERE OBTAINED FROM VARIOUS CITY DEPARTMENTS ANDIOR PRIVATE UTILITY COMPANIES.THE SURVEYOR ACCEPTS NO RESPONSIBILITY FOR ANY OF THIS DATA. COUNTY OF SUFFOLK 11. SURVEYED AS IRPGSSESSION. STATE OF NEW YORK CERTIFIED TO: TITLE No. TAX MAP NICHOLAS SOURBIS AND KAREN S.LUCIA 35514 DISTRICT 1000 JPMORGAN CHASE BANK,N.A,ITS SUCCESSORS ANDIOR ASSIGNS SECTION 033.00 C OilC11DAWN:CLIMOAML --_.. _.- _ _-_ Y,.-BLOCK 03.00.- .----- _ ANASTASIA 1.PARSATOON.LS. BEARINGS SHOWN HEREON ARE BASED ON LIBER 13069 PAGE 0044 SYMBOL LEGEND 0 MONUMENT FND 0 I.P. /I.B. FND * I.P. /I.B. SET +050 SPOT ELEVATIONS CID-) UTILITY POLE } GUY WIRE UTILITY POLE W/LIGHT FM LOT 146 l_ o LIGHT POLE ¢ TAX LOT 12 Y SIGN o FIRE HYDRANT I FEIN STK PVC FENCE (PVC) —� 5.1' 6'STOCKADE FEN. WRF E'EN cAY ` 230.84 *Tc 9002 �O E 3.4� T 3.8' 4'CHAIN LANK FEN. d,z CLF STOCKADE FENCE(STK) 11ICl O " C� C �0.8' 6'PARE FEN. H� —X— CHAIN LINK FENCE (CLF) � � �� � � � 0.8'f —•— WIRE FENCE I IR( I FEDI W Z 6'CHAIN LINK FEN. O4 CFF/ _--Cr; - i 3.2'} (xF l _ m �0.2' IRON ® 10.8' � PIPE �� 4.7'� r--- MANHOLE I I 1 F3 z ® X1.0' PIPE "A"-INLET I r S t• o m EoD 2' %GENERATOR o .+ D_m ® "B"-INLET I A E o So ' ® YARD INLET J X, 4' i 9.9' to ® YARD INLETAq /28:5' F-4 Z A/C UNIT Q < m `/ / ® ELECTRIC METER r f 7 5 Y ! 5; / �r ✓ © GAS METER ��II I 2�' /FRAME RSpIpEN,(/f / j✓ z EM WATER METER ISL / ;` / // ; BEARINGS SHOWN HEREON ARE BASED ON LIBER 13069 PAGE 0044 SYMBOL LEGEND 0 MONUMENT FND /' I.P. /I.B. FNDASAPPRVAL I.P. /I.B. SET sYOs SPOT ELEVATIONS �QD UTILITY POLE } GUY WIRE f UTILITY POLE W/LIGHT o FM LOT 146 LIGHT POLE TAX LOT 12 SIGNSTK FIRE HYDRANT r�11 I 8 FN NRF SM 2 p =Li v- PVC FENCE (PVC) ! �( 1 —� 5.1'} 6' STOCKADE FEN. WRF }FEN g 4'CHAIN LINK FEN. "-3O'o 4 a Z CLF �- STOCKADE FENCE (STK) I N69002'10"E doe s'WIRE N. ( = 1.01} —X— CHAIN LINK FENCE (CLF) �7� CFINDLF O'8~ —•— WIRE FENCE CT1 I IRON FEN F 6'CHAIN LANK FEN. /CUF PGA _____ __ a�',= CLF P/E a"ry 0 2. IRON 0 ® MANHOLE I I PIPE 0.8. LL ^ 1.0'� 4.7'} 6.5'�r - e GA z v'm f 7.0' PIPE EM 'A"-INLET I o 1 / `," `4 PLAT \r,r' ' }..� .' 7 6.5'� $av �.2' "GENERATOR �e ; ` a- o u.: o ✓ 1ir..r a, =Z = SHED 1 ® "B"-INLET 1 ^1 '+ GENE 229'+ Yt, rpE 0%A� o ` w o N 9.9' , < < 16.3" ® YARD INLET \ i, ��r / A/C Yil�' f�:4' O ® YARD INLET "� l,yy�. \' < (M �Y"i . 265 /,7o x 25.5' l i v ^ ✓ Y I(v U Z A/C UNIT (� ;( 'v°�� ",Ay ��y4< 10/ / /l� �/ / Zm y 'r MRP ® ELECTRIC METER ` T > ,f: �.., .,yy r. ;,- /-/ / / `1 - 1/STORY ' ® GAS METER <y 22 FRAME RESIDENCE #200 / ',� INGROUND POOL � FM LOT 147 Z TAX LOT 19.19 ® WATER METER O I 1 .t i /, / (40'X20') ] y +� D4 GAS VALVE ka 4w GO CiLOT 1S '- f.. WATER VALVE 'f-- lI' / TAX TEST HOLE Z I �" <� cN 1 37TREE .4' y? ,' / 1 /� 0J SHRUB %'// / '/ SCREEN 1 ;' 4r}�A'S\".,'�`}.Y:r C C� Q, a 4•A' j / / / ROOM 1 �,�`: :y., ...�y%..;y:.'v POOL 74.9' 0 • BOLLARD o 1 1 a e /i 2 S70Fj/ j C/ I �Q . WETLAND FLAG w I 3 i� / / -_TREX -- "1 DCK D.C. DEPRESSED CURB /��(� / 4 FE. FENCE �I j /%//f/' ' / E ) o W I (9 DECK MAS. MASONRY r 1 40.0' ! ! 28.0/ / 20.9' }20.7' g v i - -- PLAT. PLATFORM ka W.W. WINDOW WELL I o ' o a N B/W BAY WINDOW I STX CE CELLAR ENTRANCE 1 ,� F 3 � � FEN CLF �^- O/H OVERHANG 1 FND — — + T 0.1•I }0.2 6'S CKADE FEN. 0.4'}0.3' 6'CHAIN LINK FEN. FIND IRON R/0 ROOF OVER 1 IRON A6 METAL FEN. CLF PIPE CANT. CANTILEVER I PIPE S69°02,10.,W SELL +0.2' G.O.L. GENERALLY ON LINE I I �— 219.9OP �-0.5'f JUL 2 •1 2022 ® CROSS CUT A STAKE I ` 0/L ON LINE FM LOT 148 TOWN OF SS(JILU)I01�TH0)THO ,D o TAX LOT 14 b w I GRAPHIC SCALE � - - - - - - - - — 30 0 15 30 HO MES T EA D WAY LOT AREA 22,537.70 S.F. (50' WIDE) 0.52 AC. 0 ( IN FEET ) 2 107/13/20221 REVISED SURVEY JTS JDL 1 inch = 30 ft. 1107/12/20221REVISED SURVEY JTS JDL REV I DATE I DESCRIPTION BY CHK <_OF NES, I TAX MAP NO. SURVEY00GREEN HILL LEA y0 ! ! 1000-033.00-03.00-013.000 LOT 147 GNP°�� D/�� �� ` JOB No.122-2276 EASTERN SHORES OF GREENPORT ti * � � JOB 5 r o land suryeying DATE SURVEYED: 07/01/2022 FILE DATE: 12/31 SITUATE MAP NO. 5234 GREENPORT, TOWN OF SOUTHOLD . 50736 ,\Qmjslandsurvey.COm P:631 —957-2400 DR.:Mc CREW.:TR SCALE: 1" = 30' SUFFOLK COUNTY NEW YORK S' 0 O � 5 NO SJ (1)UNAUTHORIZED&TEFATION OR ADDITION M THIS SURVEY MAR 9FARNG A LICENSED LAND MNVEYDR•S SEAL IS A VIOLATION OF SECTION 72DO,SU 0- ON 2.OF REV YORK STATE EDUCATION LAX(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS CRIGOUL WORK AND OPINION.(3)CERTURCAROHS ON THIS BOUNDARY SURVEY MAP SICNffTM Y TUT THE WP WAS PREPARED IN ACCORDANCE WITH THE DIRREIR EXISTING CODE OF J RiACDCE MR IAD SURVEY'ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSI IAN SURVEYORS,INC.THE CERTIFICATION IS UVATED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPINo.TO THE TITLE COMPANY.TO THE GOVFIdIYEMAL AGENCY,AND M THE LENDOIa NSFT ON LISTED ON TRIS BOUNDARY SURVEY W.(A)THE CFRI01GT01S HEREIN ARE NOT T ANSFERAB1E LOCATION(5)THE OF UNDERGROUND WROVIDIQOS OR ENCROACHMENTS ME NOT A IVUS KNOWN AND OFTEN MUST SE ESOWTED. IF ANY UNOFRCRWND UEPROVENEIOS OR ENCRDACHMENTS—OR ARE SHOWN,TUE IMPROVEMENTS OR ENOtOA001—ARE NOT COVETED BT THIS SURVEY.(5)THE OFFSET(OR DMENSONS)SHOWN HEREON FROM THE STRUCTURES 70 THE PROPERTY UNM ARE FOR A SPECIFIC PURPOSE AND 115E AND TEREFOM ARE NOT INTENDED M GUIDE THE ERECTION OF FENCEr,RETUNING WAIS,POOLS.M7105 PLATING AREAS.ADOTIONS TO BU2DDNS.AND ANY CRER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PNB OF MIS SURVEY.(B)THIS SURVEY WIS PERFOD WITH A SPECTRA FOCUS 30 ROBOTIC TOT&STATION.(B)THE EOSIENCE OF RIGHTS O MY AND/OR EASEMENTS OF RECON IF ANT,NOT SHOWN ARE NOT GIWUNIEEO.(10)SURVEY IS SUBIEET TO ANY STATE OF FACT'WHICH AN UP-TO-DATE TIRE EQUONRON MAY DISCLOSE BEARINGS SHOWN HEREON ARE BASED ON LIBER 13069 PAGE 0044 SYMBOL LEGEND El MONUMENT FND 0 I.P. /I.B. FND • I.P. /I.B. SET *ADS SPOT ELEVATIONS CCL.) UTILITY POLE >— GUY WIRE I UTIUTY POLE W/LIGHT FM LOT 146 LIGHT POLE x TAX LOT 12 SIGN � oZ�N FIRE HYDRANT I STK FENQ Q PVC FENCE (PVC) w -y 5.1' 6'STOCKADE FEN. WRF 3.8' V CHAIN LINK FEN. 230.84' ;p Z CLF �- STOCKADE FENCE (STK) I N69* �� CLF CLF —X— CHAIN LINK FENCE (CLF) i N_s`9 0FNO ,� +06' 6'WIRE 10B't —•— WIRE FENCE R� I TION FEN W z 6'CHAIN LINK FEN. + / PGA �_ y •gym,= CLF P O El� 10-2' IRON (0 MANHOLE w I (PIPE +0.6 ^ l'O 4.7} 6.5'+r - 8 GA zti y —1.0' PIPE 6.5' o w, •2. ® "A"-INLET I 0 r TOR PLAT ( + o�-0 c ® "B"-INLET I 0 xN� E 229' o a'o�o x SHED M YARD INLET +16.3" N ® YARD INLET "� 26 m X �2A5/.5' 1` A' Z A/C UNIT (� Q a / �m �I m f/ 1 Y 5� O © ELECTRIC METER p GAS METER 2.2' R S) ® WATER METER I ' ` O INGRID D POOL GV _ f y FM LOT 147 Y M GAS VALVE O I m a / I /` (ao'x2o') j w TAX LOT 19.18 WATER VALVE F i ' � j 2 .7'f TAX LOT 13 = CIO p TEST HOLE /� I Bldg Dept copy from ZSA TREE I �.4' / SCREEN �. To d'I �t reVIQW6 d SHRUB a I I �J ROOM i P00� 74.9' Zr _77,5i 7� tg • BOLLARD o I I a Yp - Date:�"4 FlIEY# WETLAND FLAG w N ¢3 ;EX D.C. DEPRESSED CURB wl / DECK w O I19•) DECK FE. FENCE I In 40,0' 0' 20.9' 120.7' MAS. MASONRY PLAT. PLATFORM I f g W.W. WINDOW WELL I o i� B/W BAY WINDOW i lz r n C/E CELLAR ENTRANCE I MTL 3 MTL STK FEN CLFrI 0/H OVERHANG I FEN+ a 4 6'S CKADE FE`I. OX 0.3' 6'CHAIN LINK FEN. FND R/0 ROOF OVER I IRON <FND "66MMETAL FEN. IRON CANT. CANTILEVER I PIPE \ S69"02'>O11 W I�� ' CLF PIPE G.O.L. GENERALLY ON LINE ( I 219,90 t-0.5'a JULy ® CROSS CUT �- 0 12022 A STAKE 0 1 Y� BUILLAIVI�UtNI. CA ON LINE FM LOT 148 I TOWN OF 30UT►IOp„® Q, TAX LOT 14 b - DEC 16 2022 - - - - - - � - - — ZONING BOARD OF APPEALS GRAPHIC SCALE 30 o 15 30 HOMESTEAD WAY LOT AREA 22,537.70 S.F. (50' WIDE) 0.52 AC. ( IN FEET ) 2 107/13/20221 REVISED SURVEY JTS JDL 1 inch = 30 ft. _ 1 107/12/20221 REVISED SURVEY JTS JDL REVI DATE I DESCRIPTION BY CHK OF NE TAX MAP NO. SURVEY OF PROPERTY W y •,,,: 200 GREEN HILL LANE P LE q� 0 e' 1000-033.00-03.00-013.000 LOT 147 �ti 9 JOB No.S22-2276 EASTERN S SECTION T5GREENPORT Dr I FILE DATE: 12/31/1968 MAP NO. 5234 o and surveying DATE SURVEYED: 07/01/2022 SITUATE GREENPORT, TOWN OF SOUTHOLD 5073 �J� mjslandsurvey.com P:631 —957-2400 DR.:MC CREW.:TR SCALE: 1" = 30' s 0 6 SUFFOLK COUNTY NEW YORK Q GV (1)UNwWm=RDDO ALTEMTION OR ADDRION TO THIS SURVEY YAP BEARING A LICENSED LAND SURVEYORS SEAL 6 A VIOLATION OF SECTION 7209,SUR-DM90N 2,OF NEW YWIX STATE EDUCATION TAW.(2)ONLY 60UIVI SURVEY MAPS WrIN THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT CORES OF THE SVR m's ORLGIWL MORN AND OPINION.(3)CERNFlGTIONS ON WE BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT IX6RNG CODE OF kA ND J PRACTICE FOR LAND SURVEYS ADOPTED BY THE MEN YORK STATE ASSCOATION OF PROEFS9pNAL SURVEYORS.SURVEYO .INC.THE CERRFlGD6 ON UNITED TO PERSONS EOR WHOM THE BOUNDARY SURVEY MAP 6 PREPARI TO THE TITLE 06R E COMPANY,TO THE GOVERNMENTAL AGOI AND TO THE LEND G unm USTED ON THIS SOUNDARY SURVEY MAP.(4)THE CERMGDTS HERON ME NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR FNCRQM>D S ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND WLE PROVENTS OR ENCROACHMENTS COST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROLCHDIENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DINETDIONS)SHOWN HEREON FROM 1HE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND TIEREFDRE ATE TO NOT INTENDED GLIDE THE EAECRON OF FENCES.RETABIDNG WALLS.POOLS.PATIOS RANTING AAFAS.ADOTIOTS TO BUDDINGS AND ANY OPER TYPE OF COUSTLUCOOFE(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PMRIS T OF THIS SURVEY.(B)TSURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION.(9)THE UOSTENCE:OF RIGHTS OF.MAY AND/OR EASEYEMS OF REMO IF ANY.NOT SHOWN ARE NOT GUARANTEED.(10)SURVEY 5 SUSIECT TO ANY STATE OF FIDIB WHICH AN UP-TO-DOE TRITE EUIMIXIII MAY DISCLOSE. 0. O U 0F" O W Z O C uc) J = e•1 C D R—)& i. / A ,A8 W Q W >: Hz O Cl) Z J — � H J FROJEC-7 s(f./0FE : <E)," : o O O 0- LA I t 514043'20,, �--OO ,Q PROJ CT LOCATION &SCOPE >- -* m AS-BUILT CABANA W/ SHED AND OUT SHOWER. SITE N &ZONING DATA z p 100.60' F- J 8.2 12.2' ®� Q ,Q AS-BIJ ILT CABANA PLANS � c o MAMEAS-BIJ T CABANA ELEVATIONS Z 0) W FROJF-(f.,T DATA : Q z rl �t I�LWc vq i 'PROJECT % ZONING DATA. h ~O = •r-I � O TAX MAP* 1000-33-3-13 - s ZONING DISTRICT R-40 NO 1 � W m LOT AREA 0.5 ACRES Ir FEMAFLOOD ZONE X U 1 W WETLANDS DISTRICT NO F' V DEC DISTRICT NO J tr ` LOT GOVERAOE DESCRIPTION (FOOTPRINT) AREA COVE OT b 4 0' POOL TOTAL LOT AREA 22,55-1.0 S.F. EQUIP. EXISTING HOUSE 4 GARA(- E" 2,282.0 S.F. 10.1% OUT O EXISTING COVERED STOOP 54.4 S.F. 0.5% 6.� t6-SHOWER Q EXISTING POOL 600.0 S.F. 3.5% 4 7� �5TORAGE I 1O 5' IS G K z r i EXISTING SHED 100.0 S.F. 0.4% `r <1 d I X EXISTING CABANA 4 SHOWER 341.6 S.F. I.7Y tLI m I O TOTAL AREA OF ALL STRUCTURES 3425.6 S.F. 1"1.4% z 1 ull iAXI LOT E WED O a zl I w m -J1 1 1= u 12.3 � 4"1.8 . ..... ..., _-. .._. . m m SOL - - - - J A MA5 NRY PATIO CCESSORYM STRUCTURE REQUIREMENTS o a o v) MAXIMUM HIEIOHT 18' 4 5 4.5 YES w j N MINIMUM SIDE YARD 10.0' 4."i' 6"1' NO w p 22.1' 14.0' z � a R 2. _ > 0 ` MAX. 5WARE FOOTAGE 1200 318.6 YES o ��. 'n r SCREEN FRAME u: S.F. S.F. no. p 1 N N ROOM DECK n z W U) U) W20"1' 20.'7' O I i i a � 1 42 STORY O � N ° FRAME HOUSE - N ui co Z 1 4 GARAGE p � o vi f PROJECT: V , r 16.5 CVRD. 22.4' R B I c J STOOP CABANA z I 200 GREEN HILL LANE > C) GREENPORT, NY m W DRAWING TITLE: q) PROJECT LOCATION &SCOPE UA Bldg CeASITE PLAN &ZONING DATA F'ma!0 r�viawed docu is IrSA pit � '7 15 L _ — .. - — — 145.00' Date N20-5-15677 100.00' PAGE: Gm001m0l C16 O REENH I LL LANE b '� "� '° �p?. o� DF PpP�� 51 TE FLAB! - ON��G5oNRODATE: 1:1/16/21 1 OF 2 SCALE. I O„ - 15-0 Z SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN d IS SURVEYOR. THE SUBJECT TO VERIFICATION A LICENSED �� REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'5 BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED • FROM A SURVEY DATED JULY 13, 2022 AND �,� ��;`, � ,`•-r� .,� PREPARED BY: 0 74���� . 50ALICE LAND SURVYEIN6 MJ5LANDSURVEY.GOM OF NC�3 TELEPHONE: (631) 451 2400 m' OENERAL 5Y1,-150L <EY : a. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q --{{ h- m — --I � WOOD FRAME (L.G. STL. J LLJ Z_ O EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL PO5T FOR 4" WALL5 O 3: J P4000 STL. Lo Y (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. m O NEW 2-HR FIRE RATED WOOD FRAME (L.6. STL. O. LO m WHEN APPLICABLE) d' m Z O H G Z jr Q W J J 00 Z T ci Q z Ti CC J N D ' N m Lvi A o r - - LINE OF ROOF - - - - - - - - -- - - - - - - - - - -- - - - - l I 25'-10" 1 W — — — — — — — — — — — — — — — — — — — — --- — — - --- I 2'-0 jtI( wSHONERV OUTDOOR ..� I x I (SEASONAL) (L m POOL HOUSE a I SEASONAL CABANA. STORAGE I I IL$0 IL it I 215 SOFT (66 5q,. FoI O --OPEN- - I -ME/STME FLOOR- I� UNFINISHED SPAGE- I I I I DRE551NO 1 it I AREA w v QI — — — — — — — — — — — — — — — — — — — — - — — — — TL - - - - - - - - - - - - - = - - - - - - - - - - - - -- - - - � - - �� n n n - N � 0 5 10 20 0- 5 //�� w to !" -BUILT CABANA PLAN GRAPHIC SCALE 1/4"=1'-0" A5-BUILT CABANA }GOOF M -AN N m - --- SCALE: 1/4" = 1'-0" - -- r ---- SCALE: 1/4" = 1'-0" w w r' C m / aLLml x W J N m w G m Z � d = O J U O w W W N N V Ir a m vi ciN i0 cfl (V ~OPE1`i~ A ^OPENS vi 00 PROJECT: SOURBIS �P�L� CABANA EA5T ELE\/ATION (RIGHT 51DE) 5OUTH ELEYATION (FRONT) SCALE: 1/4 1'-0" 200 GREEN HILL LANE GREENPORT, NY -� DRAWING TITLE: AS-BUILT CABANA PLANS ----- ----------- AS-BUILT CABANA ELEVATIONS 3'-Ou PAGE: ARk A—10 3m a 0 :1 Bldg Dept ccspy frtx'n ZSA I ME I I Finat►wiaw�dlo nts DATE: 11/16/21 2 OF 2 ZdA Ptle +� -POOL- w ICIEST ELEVATION (LEFT SIDE) NORTH ELEVATION (REAR) �� � SCALE: 1/4" = V-O" ` `1 M. SCALE: I/4" = I'-O" ' i V ♦ IIS 51TE PLAN HATCH KEY: J PROPOSED ACCESSORY STRUCTURE ' - a O O W 04 W H 0 (n Z -j I- J Lo CL Lo ix 514°43'20"� Q—QQ I ,QQ 1 PROJECT LOCATION & SCOPE OZ ,OFOSED CABANA N1 STORAOFE AND OUT SHONER. SITE PLAN & ZONING DATA = p i z � _ LuJ ---------------- - - II GENERAL NOTES ,d 0 ENERGY TABLE z STRUCTURAL DESIGN CHARTS O T DATA : -Irl --- - -- -- - --- - -------- - Z 4 HOLDOVVN, ANCHOR BOLT, Q Z I � J N STRAPPING, & NAILING DETAILS ti PROJECT ZONING l FASTENING SCHEDULE Ln I 7ATA O Q TAX MAP # 1000-33-3-13 FRAMING GRAPHICS zonlNG DISTRICT R-40 NG BEAM CONNECTION PATTERNS W O LOT AREA 0.5 ACRESI(V FIREBL OCKING DETAILS I I ;t" FEMA FLOOD ZONE X -il - - --- - -- - -- - ----I F- - I O I .00 PROPOSED CABANA PLANS U WETLANDS DISTRICT No PROPOSED CABANA ELEVATIONS H V �+ PROPOSED CABANA SECTION v T J DECDISTRICT _. . Ell 60,� r9 'm CD uu - No DESIGN DETAILS � /EXIST. POOL LOT GOVERACE D.W. __.-._._......_ ___.............._-----------__..._..--•-- ._.. .__ ...._..____---------- % LOT DESCRIPTION (FOOTPRINT) AREA COVERAGE i TOTAL LOT AREA 22,55 7.0 S.F. { I!EXIST. POOL 10.0' vl.F• EXISTING DWELLING 2,300.0 S.F. 10.2gb - -� ��� OVER A�? NOTED MIN. PROP' O I EXISTING POOL 800.0 S.F. 5.5� l DATE: B.P.# G.O. i i� OUT IZ SHOWER FEE: BY: Y 11.0' Il EXISTING DECK 129.6 S.F. 0.69b l vl_ 12.0 V.I.F. Z - NOTIFY BUILDING vEPARTMENT AT O PROP05ED CABANA AND q i* 765-1802 8 AM TO 4 PM FOR THE mIF Q �_ — I SHOWER 384.0 S.F. - 1.73o FOLLOWING INSPECTIONS: XO 1L1 < W TOTAL AREA OF ALL STRUCTURES 3613.6 S.F. 16.0% 1. FOUNDATION - TWO REQUIRED dl� O O *MAXIMUM LOT COVERAGE FOR POURED CONCRETE j ALLOWED - 20� ole N O ry _ -� 2. ROUGH - FRAMING & PLUMBING 3. INSULATION �r I o IX V 4. FINAL - CONSTRUCTION MUST z I IL BE COMPLETE FOR C.O. 5' AGGE550RY 5TRUGTURE REC2UIREMENT5 ALL CONSTRUCTION SHALL MEET THE IMIN. z REQUIREMENTS OF THE CODES OF NEW G.OI \� ALIGN EXIST. PROPOSED COMPLIES i' ,i YORK STATE. NOT RESPONSIBLE FOR ' BwIA•�'D L � ��• ��o II DESIGN OR CONSTRUCTION ERRORS. 10' YEs -=-_ 'i eteri�o�h * tinr - ed „d o, � v� 18 O frig I NEW 1 s �\� MAXIMUM HEIGHT i - - r � ' 5 � X� I ' MIN. D.W. 1� _ o.0 10.0 �� YEs= _ - COMPLY WITH ALL CODES OF tilt p nforsn MINIMUM SIDE YARD 10.0 i' ' � I � repaired Ell'-ll OUT SHOWER ;, n„N NEW YORK STATE & TOWN CODES to Chapte 72 EXTERIOR ( MINIMUM REAR YARD 10.0 0.0' 92.0', - - YES- jl the Town y AS REQUIRED AND CONDITIONS OF ode PLUMBING 21.E 14.3 1200 FOR SINK I' MAX. 50'JARE FOOTAGE S.F. 312.0 S.P. YES " 1 _ „ .,11,5 u', I'I':NG BOARD N ENCLOSED Q. I z Z I N DECK N !��I^ T 11 IRUSIEES EXIST. DECK O O I - - ! - - - ---------- OCCUPANCY -- ---- - -- _ OCCUPANCY OR 01 OT PROCEED WITH FRAMING UNTIL SURVEY O I USE IS UNL�I°u�JFln, ._ OFFOUNDATIONLOCATION m 2 STORY p HA BEEN APPROVED, o Z I FRAME HOUSE ry WITHOUT CERTE�- i A7 GARAGE O I T OF OCCUPANCY PROJECT: c Q c 16.5' SOURBIS CVRD. STOOP ELECTRICAL. CABANA I I RETAIN STORM WATER RUNOFF !N�&�ECTI01,14 f'�EOtJlRED CABANA - I PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ---- -- ---- --- ---- - --------- J 200 GREEN HILL LANE 4 � K } Q GREENPORT, NY Lu _ DRAWING . j.V. ° .. X. LLI IgC, PROJECT LOCATION & SCOPE , SITE PLAN & ZONING DATA 145.00 , , % N2005-7'50"N I II 100.00 a: R ff IRO 5 10 40 50 40 OREENHILL LANE e ■ .341 ERAFHIG 50ALE 1`.15' .:°�` S~' `\ ..� \ •.1,• A ,'. �J" 1 TE PLAN R � � ` � E: 04/02/21 ` �� .'�� � say- :�. n, ..{ ��; DAT 1 O F 5 SCALE: 1'-0" = 15'-0" a SITE LAYOUT NOTES: AR Y I. THIS 15 AN ARCHITECT'S 51TE PLAN $ IS —,' , a P SUBJECT TO VERIFICATION SY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN 15 TO THEI � /^� ARCHITECTS BEST OF KNOWLEDGE. y 2. SURVEY INFORMATION WAS OBTAINED ,, � ;,- .:°�'` ,,r'' '__ (-` �• FROM A SURVEY DATED JULY 29, 2020 ,�; .-� t�. .. yb•. .rR AND PREPARED 8Y: : ; 3 r £ J p T `.'S�!" a t s>\_: .R. „a`\ '•� \.«may ANASTAS I A 1. PARSATOON a..,. c? .� : �', �m� 1300 JERIGO TURNPIKE, GTE. 207 LOCATION Mei= NEW HYDE PARK, NY 11040 TELEPHONE: (51(g) 352 0396 5CALE: NT5 im OUG AS FIR LARCH #2 d BETTER Fb = 8 T5 UNLESS --- - - - -- - L.JR - - I ®I 5 ' NOTES � Si�EG 1 f 1 G,4T 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATIO_h, GONCRET AND MASONRY - -- - - - - I. ALL LUMBER SHALL SED L ( ) THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q U TOI6EITHER A5 THE TOALLTIGMES. TTORS F 55APL0 IBSO HEI CONTRACTORS RESPONT'r TO KEEP TH15 S LIN DOCUMENTTION O READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES To THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 1 BD. - - BOARD !INSUL. I,INSULATION I I_ p PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5U8 CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - -_- - _-_-_- - _- _ __ -------J-------------------------_ _ ____ _ _ __ _ -__ ---_--_ __ ________ SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I �'; Ii W Z O BFE BAS)= FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR __ _ ___ - -,-__ _- - -- _._ ___ -- __-- - -_- l =-- -_- =__ ___ ___ _-__ _ _ -_ W : GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL I BLDG. I BUILDING ,I K ; KIPS (1000 LBS) ' F- GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT __- _____ ___ ___,__-„__-___-_,____,___ -_ -__- _ - _ _I_______--_-__-___-i-___-_.__-_.___________" _ - - = _ W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE -- --- -- - -- - -- -- - - - -- ___ = Q W APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. I BM J'I BEAM ',MANU. 5PEC.'s ij MANUFACTURER'S SPECIFICATIONS >; IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME GONSTRUGTION MANUAL AND THIS P5 FORMAT, AS ____ __ ____ _ ____ _ ___ __ _ ____ __ __ Er -, - 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. I, BOTTOM OF MAX. I MAXIMUM H z 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED _ _ __ _____ _ _ _ _ _ _ _ _. _ _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, l _ - _ - - -- - - _- _._ -_-_- - ___ -1 � z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. 11 BOTTOM MECH. MECHANICAL Z >_ - - - _ __ ________ -- - - -_ -__--, PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. __,_-„ _____ _ ____ __ _ J � J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.N.B BOTTOM OF WALL II MIN. j MINIMUM E"' FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS I- --__- ____ ___ ,. -- -_ __ __, __- _ __ ___ __ _ __ . _--_ _ - - _ AND AUTHORITIES HAVING JURISDICTION. =- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN LI THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. !I G.J. 'CEILING JOIST I NAVD88 NORTH AMERICAN VERTICAL DATUM OF I X88 0 4. ALL UNNOTED OR NON-VI5IBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, •T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. Ij �Ji �[ - - - lI a• �- COLUMN NYG BG NEW YORK CITY BUILDING GODS I }. pp I- I _ INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ___,_ _____-_ _„-_,_ _ ____-- _-__ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -1. ALL BEAMS, GIRDERS, ETC,. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 1 COL11. --- ---_ --__ - -j Z O T O WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. 11 CONTINUOUS O G I ON CENTER O SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING - -- - - -_- - ___ _ ____ 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE , _ WITH THE WORK. DBL DOUBLE OCG. OCCUPANCY _ - _ _ - - - _ HOL[DOhN DETAILS T"rf=1 SAL NA NC/STRAFE NC REGU I REMENTS FOR — -- _-_ _ _-_- _ — - _-- E -- —_ E ----— — —----- -- — 0 f� LATERAL I^I G !', FASTENING SCHEDULE ?�• -- -- --_ _ -; 'Q � v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UPLIFT, SHEARS $ LATERAL Y `l I ND RES I STANGE I',I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q ~ O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REG2UIREMENT5, WCN Z O AND ROUGH OPENING FRAMING REQUIREMENTS) J rI ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUI\/ALENT - G520 (COILED STRAP) ALL NAILING I5 A GENERAL 5PEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE Q W USE IOd NAILS IF STRAPPING I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 201& WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) W �- -- -- - - - - ------ --- --- ------ m Z - - -- - - - - -- -- I FASTENER SPEC. FA5TENER AND QUANTITY SPACING HOLDOWN 'A' HOLDOWN S' DESCRIPTION O ; Z GONNEGTION /� NA L I NC CRI D FOFOUNDATIOSSR NEV4 T a - ROOF -GE I L-- __- ---- -- - - - -- ------------- J = _" \,� INC FRAM I NC In Y - -- - 1 0 ENDWALL .-• .•.. .. •• "••."' COMMON NAIL w/o 1.DIM'5 ARE ALL IN.Ws BASED ON PREBORED HOLES. E OF ONLY A 16 ------ - =_ =_ _ - - - - -- O O (3) 2x FULL AT RAFTER TO RIDGE " "�"""" " R.R. �ry 211 2.WOOD IS A55UMED TO BE DF,#2 b BTR. IN DRY USE -- -- - __- ------- - - -- - PER RAFTER 1' �' l I� HEIGHT STUD ENDWALL HEIGHT STUD " SERVICE III RAFTER TO TOP PLATE-(TOE-NAIL) SEE PAGE G-003 1, - (3) 2x FULL CORNER STUD �- � m CONNECTED TO 2 n Z CORNER STUD CONNECTION: _ CEILING JOIST TO TOP PLATE (TOE-NAIL) I, SEE PAGE G-003 ! PER JOIST O N51l SHEAR CONNECTED TO TRANSFER SHEAR - \ • • • • " 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL -- - -- -- -- - FOR STRAP 3 8 d COMMON . . . . �S' HOLES,SET NEW MEMBER. - — -` -- TRA - HOEDOWN ANCHOR ® 2-I6d COMMON "6z • • • (EVIDENT DURING INITIAL INsrALLATIOW PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LA NAILS ® EA. END OF STRAP. CEILING J015T LAPS OVER PARTITIONS (PAGE-NAIL) NAILS 0 6 O.G. B LOCATIONS NOTED " • • : • : 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED _ Z NAILS . IF O.G. - --- -- -- I- --4-Ibd COMMON -- EACH LAP Q J 2 Ibd COMMON ON PLANS j� 10" O.G. IF BLOCKED „_... I 10 O.G. IF BLOCKED CORNER P05T `` .�� FOR ROOF SLOPES UNDER 5:12 WITH G.J. G. 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO J00 I CORNER POST ``� M ROOF SPANS 80 d24' O ON NAILSR, 6RAPI+c a oyU TI&HTLY BOND THE END OF THE NAIL TO A a0 ANGLE,SEE -COLLAR TIE TO RAFTER (FACE-NAIL) - -- - --SEE PAGE C5-003 11 Z C) PER TIE- USE b.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY �! r -- --- _ "SIMPSON" HDQa - - ---- ------ ------ - - -------- -- - -- ---------- --- - - HOEDOWN ANCHOR ® - { EA. END OF STRAP FOR ROOF ry BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES S TABLE J LOCATIONS NOANDS I I' SLOPES OF 5:12 AND GREATER. OR 4-1. O RIM BOARD TO RAFTER (END-NAIL) i- 2-Ibd COMMON EACH END Q Z 4 GONNEGTION BI B2 - ---- ----- - -- -- ---- - ---- I ' J,I J AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NC LL W cfl CONNECTION: Lf) m Till HOEDOWN INSTALLATION OPTIONS: --_ _-_ ---------- TOP --- -- ---- -_ - - - -- ---------- --- - --I - -- - 'lam.. TOP PLATE TO TOP PLATE (FACE NAIL) 2-Ibd COMMON I ,' -PER FOOT ---- - 0 J O 1 FOR NEW P. GONG. FOUND.'s �"` FOR STRAP - 3 B d COMMON NAILS HOLIl CAST IN PLACE w/7/a"� THREADED ROD " .•. "'" • EA. END OF STRAP: • • j--- - i TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s _ • • see t^1F{EN IN TOWN OF SLIP OR NAILING ----- - - - - - ---- --- -- - - -- -- '""•, NOTE sty 1/a"d) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • • • GEOMETRY EXCEEDS THAT PERMITTED IN / • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. CONCRETE w/ "SIMP50N SET (HIGH STRENGTH EPDXY I MAX. NAILING GRID ABOVE UTILIZE ADHESIVE), $ FOR TEMP.'S o°F-40°F USE 'SIMPSON" AT 1 SIMP50N # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) II � •...••._., _`....� - Ibd COMMON ,'-------------------- - � ,. (HIGH STRENGTH ACRYLIC ADHESIVE) 1IST, /NEV4 C.M.U. (CONC. BLOCK) • FOR TOENAILINC-� - � 8 d COMMON NAILS " �...,,,•u I I. ------ - --- - --- -------------_.------_1 - _----- ----- ---- --- I` I6" O.G. ALONG EDGES; � F- USE SA (e - TOP or BOTTOM PLATE TO STUD (END-NAIL) REQUIREMENrs FOR FOR G.J. TO R.R. G1 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BASO J015T, 2-Ibd COMMON PER STUD W FOR w/(L/8 PTHREADED RO2 COURSES OLID 4 CAST IN PLACE HOLDOWN CONNECTION -•....- - ^-�•.��-1 I• '----- - -- ----- -- - - -- --- ~ L RAISED C.J.'s(WHEN ENDJOIST, or BLOCKING (FACE-NAIL) PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE � OR BELOW AT G.J. TO G.J. CONNECTION: � - - -- - -_ - - - _- 2-Ibd COMMON I� I I = J HOLDOWN 'G! HOLDOWN 'D' _ _Ih_d COMMON NAILS FOR G.J. TO G.J. - 16 d COMMON NAILS FLOOR FRAM I NC Q FOUNDATIONS FOR NEWLY POURED F��CJION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)'I 4-8d COMMON -1 FOR NEW $ EXIST. - -- - - -- ------ PER JOIST I FOUNDATION a ONE STORY ONLY --- (3) 2x FULL ENDWALL BRIDGING TO JOIST TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD __ ___ CORNER 2-8d COMMON CONNECTED STUDT" BLOCKING TO JOIST (TOE-NAIL) II, L _ ._ .-" • !� -- -------- - --- --- ---- -- - -- - ------ EACH END I "SIMPSON" HDO95 TRANSFER SHEAR G2 """"" """ ""' TO STUD CONN OORO�SSEMBLY BLOCKING TO SILL or HEIGHT STUD "-'' 1 SAS ®O6"MO.G. B 2x FULL - I TOP PLATE (TOE-NAIL) - --- ---------- --- - I' - - 3-Ibd COMMON HOLDOWN ANCHOR ® �I - ' EACH BLOCK- - -' LOCATIONS NOTED yr" , TM _ s ° r - ----- ------ - ----- `^ i _ 3 B LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST I !: 10' O.G. IF BLOCKED ON PLANS CORNER POST r G I ° I , NAILS ®A. END OF STRAP COMMON - - -- -- ------- ----- --- --------- ------- -- --- --... f ° I 11 JOIST ON LEDGER TO BEAM (TOE-NAIL) Ii 3-9id COMMON PER JOIST II _ I I FOR EA. PLATE TO STUD ABOVE $ OR 2-Ibd COMMON BELOW - 2 1(0 d COMMON NAILS I BAND 0I5T TO JOIST (END-NAIL) 3-I66 COMMON f NAILS ® b' O. `''••••... �..._.._._.__.._.._...� - - I --_- - - - ----- - - - - - _--- -- -1 PER JOIST I f { - - - -- - ----- - -- C. I s _ 1 ti BAND JOIST TO SILL or TOP PLATE (TOE NAIL) PER FOOT - --_- 2 I bd COMMON ROOF SHEATH I NO 1 - I I I STRUCTURAL PANELS; - - ---- --- ---- -- --- -- - --- ---- ---- ---- � ! I INTERIOR ZONE ! ad COMMON b" EDGE / 12" FIELD °5IMP50N" 5THDI4RJ GONNEGTION DI D2 SOLD PERIMETER EDGE ZONE s Bd COMMON 6" EDGE /' 6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING j Ii o EA.BAY GABLE ENDI^IALL RAKE OR RAKE TRUSS w/ I; 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s I I UP TO ca" RAKE OVERHANG -- - _ _ - - ---- HOEDOWN CAST IN PLACE w/'7/b'O THREADED ROD A r; GE I L I NG SHEATH I NG - - - - FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s U T_Sr JD TO FLOOR ASSEMBLY TO SILL __ -_- _ - _-_ ___-____-- --- - ---.-- ------ ___—_.- _ _---_---- --------------_- I PL E(5) GONNECTION. _D2•__.._.� - „ „ 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO i � CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FR MIN. - -- - _ - - -- ----lI 5d COOLERS 7 EDGE / 10 FIELD ! ADHESIVE), Q FOR TEMP.'S O°F-40°F USE "'SIMPSON" AT FROM o o d COMMON NAILS ® EA. GYPSUM WALLBOARD - - - - --- _---- - _--_ _ - - -- CORNER FOR STRAP J (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • SPECIFIED ON I . ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATH I NC FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID S CAST IN PLACE HOEDOWN �.., o o OREA. PLATE TO _2 16 d COMMONNAILS OR BELOW - STRUCTURAL PANELS Sd COMMON - - �b" EDGE / 12" FIELD w/"i/8"� THREADED POD ---- L --- - -- -- - ----- - -- - -- GYP5UM WALLBOARD " AL7EiF1 TE CONFIGURATION - ABOVE STUD TO I I 5d COOLERS i 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 5IMP50N (OR STRAP w/(3) __._._ Z ad NAILS a END NA I L. i NC/5TRAF NC Jul I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) PLATFORM TO SILL PLATES 2 FLOOR SHEATH I NO (SUBFLOOR) SIMPSON H25N -- - -- - - -- --- ---- ---- --- - - I 0 --- ALTERNATE USE -r-------- - NOTATI ON: - - -- ------- j - - --- -- - -- - A - NUMBER OF ad NAILS a EA. END OF STRAPPING (201,5 WFGM, TABLE 3.7,P. Ib4) CONNECTION E STRUCTURAL PANELS: " b" EDGE / 12" F I ELD w NOT _.."_........ .-........ _.... .-. • GREATER THAN I": iI 8d COMMON G - NUMBER OF FULL HEIGHT KING STUD aSEA. SIDE O HEADER(201a WFGM TABLE 5.25c, P. g2;aU "" "". • -- I----1--- - -•,- -Ij ALTERNATE AS PER TABLE 323D,P. 243) _..-..... • -- - -- I ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING Q 1 D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE -:. I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE, w ,4 "__ —D (201a WFGM,TABLE 3.'I,P. 1a4) AT STUD TO FLOOR ASSEMBLY TO SILL IS REDUCED. o E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F, P. 288) i 1 FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIGHER PLATE 5 CONNEGTION G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE ( ) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR (DOES NOT APPLY TO DOORS) (201,5 WFGM, TABLE 3.5,P. 141) SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. `-,.,,;:•" - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: I B NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. - - - "-- FOR STRAP - 3 8d COMMON NAILS a EA. g FASTENING SCHEDULE B "` FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING qI' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE S®U R B I S —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS '`"� •...".•• FOR EA. PLATE TO STUD ABOVE S OR BELOW - USED. I!i (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) j, "`` CABANA _2_ _1(0_ d COMMON NAILS NOTATION= A B G k! ROUGH F G 200 GREEN HILL LANE 1 OPNO 11 I I- _ 2 0 - --- - - 2 - --I I1 1 GREENPORT, NY I- - -- 4-0 4 I 2 2 1 2 .2 II GABLE ENDWALL — I, a --- 5FL I G I NC OF TOS FLA7E PROVIDE (2) 2 xl0 HDR (r�11N.) U.O.N. BRAGINO/5TRAFF1NC DRAWING TITLE: - I -- FOR RAKES 12" OR HOEDOWN ANCHOR BOLT " 2 3 4 4 TOP PLATE BLOCKING 2 LESS PROVIDE (B) REQUIRES SILL PLATES OF 2 xb (MIN.) ! - I 8-O 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® <TO LOCKING m 12" O.G. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - 4'-0" O.G. ACHENE RAKE O.H. AB ON GRADE ROOF FASTENING SCHEDULE - I ALL OTHER GASES ONE STORY SL I ' Ili 1� BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE I , - DIMENSION (FT.) LENGTH (FT.) i��.a DIMENSION (FT.) LENGTH (FT.) fT TYP. STRAP w/(3) ad NAILS EA. END PAGE: 12'-O" 2'-O"/2'-6" 12'-0" 3'-O" OF EA. 5TRAP 16-o' 51-0111151-c!" 161-01, 4'-0" ATTIC ANGi�OR 5OL7 SEC, I CAT ONS ■ I 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" BLOCKING 2 B b"-12" - BAYS SPECIFICATION (2018 WFGM TABLES 3.2A S 3.25, P. 157-160) " " 24-01, 6'-0" BACK® 4'-0" o.c. DATE: 04/02 21 CORNER } 3a" - - - / 3 0 F 5 24-O 4-O /5-O' CONDITION FOR ALL STRUCTURES: 5 �� - /a � ANCHOR BOLTS ® 3q O.G. N SECOND FLOOR Q T �i NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ,E CONNECTION U51NO 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-0"/10'-O" 40'-O" II'-O" ,0' <f=;,: 4 i• °:-` , • PROVIDE AN EQUIVALENT NUMBER OF NAILS - 13-01, i. MIN. 7 EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS ; N/ 3 SQUARE WASHERS AND END NUT SETUP; BACK a 4'l O.G. ENDa 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. S FILL 2.TABULATED SPLICE LENGTHS ASSUME A SUILDIN6 LOCATED 5o'-O l0'-0'/12'-6' 50'-O' �, gg nLS EA. E14D - - TYP. STRAP w/(3J CONDITIONTOP TWO COURSES SOLID IN FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT I6' O" ad OFI EASTRAP I 3.TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL 60'-O' 12'-O'/15'-0 60 O 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR :' Oil PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-0" 70'-O" " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): - - NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR � .,. 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 80' O" 16'-0' 80' o" 22'-0 FROM ENDS AND CORNERS (TWO a CORNERS) 4'WALL- 1.125 (SEE DIAGRAM TO LEFT) lo'WALL- 12s BLOCKING 2 BAYS II'WALL- 1-1"5 THIS COLUMN w/MULTIPLIER BACK a 4'-0" O.G. 4. COORDINATE W HOLDOWN LOCATIONS 12WALL- 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL M I SGELLANEOUS FRAMING GRAPH I GS _ I � I�" I I,�I t (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A - - GONTI NUOUS BUILT-UF CSI RDERS, 3 OR 1`�ORE SUi=fi=ORTS F I REBL.OGK I I ill-/ FOR FLATFORM Y NOD FRA'- 1 1 N(5 Q U WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE �ssEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER De. WOOD I-JO I STS] SEE MANU. SPEC is FOR ADDITIONAL INFO.) 0 E_ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) 1, 1/6 UJ Z_ O CONNECTION s I/4 OFA WHEN GIRDERS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN - I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES THREE OR MORE 5UPPORTS, JOINTS ARE TO BE -i n NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows Iod NAILS a 12' O.G. MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER I AS FIRE-STOPPING. Lu - a W >_ THE SPAN LENGTH FROM AN INTERMEDIATE I j T_ ` II 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST z SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. F- STUDS STUDS STUD B (3)ROWS IDd NAILS 0 12"o.C. p. THAN ONE THIRD THE TOTAL NUMBER ARE TO BE r (n SUBFLOOR !(2)ROWS 1/2" m BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. + 3. FOR PLATFORM FRAME GONSTRIJGTION: THE SOLE AND DOUBLE —j = Z PLATE SERVE AS FIRE5TOPPINS. SUBFLOOR G DBL.a ENDS TWO-PIECE J F- ...I R P GIRD P I SOLE PLATE BUILTU E MAX.32" NAILING_ D (2)ROWS 1/2" m BOLTS a Ib"O.C. 7 I Lo 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE - TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE J015T SERVES AS FIRE5TOPPING. 0 E (2)ROWS 1/2" m BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF I f 1- i EACH PIECE, OTHERS STAGGERED WITH A DISTANCE j a a' (2)ROWS 3-3/b"TRUSSLOGK 5CREW5• 12"O.G. 6 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 5 O FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING BETWEEN I/b p SCREWED ON(1)51DE OF MEMBER INE Cil II. I I III II- OR OF NONCOM-BUSTIBLE FILL. �' m LINE; OR GIRDERS ARE TO BE NAILED FROM EACH (2)Rows 3-3/b"TRussLocK scREWs 0 Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH I L_1__- 8 ={II ",I. ,!- __f. 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 6 f„ - - - JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 1--- - H (2)ROWS 3-3/b"TRUSSLOOK SCREWS a 24"O.C. P - - JOISTS SERVE AS FIRESTOPPING. F•- SCREWED ON(U SIDE OF MEMBER i JOIST THREE-PIECE BETWEEN NAILS IN A HORIZONTAL LINE. i - I I M" Z SCREWED ON(I)SIDE OF MEMBER - �/-- i1 "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W JOIST DEPTH, d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d ! II III ! I I ! 2 INCHES OF WOOD BLOCKING PLACED BETWEEN J015T5 a J MAXIMUM OFFSET (2)Rows 5 TRUSSLOCK SCREWS o 12 O.C. NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. I II ;i SERVE AS FIRE5TOPPING. J 00 MATCHED SIZE OF BLOCK:IN6 (2)ROWS 5"I-RUr5LOOK 5GREW5 a Ib"O.C. 4 UNDER NON-LOAD BEAR. S SCREWED ON BorH SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE ' iI q 11'i I� iI > d' O FIRESTOPPING AND K BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE I; ,, 3 8. THE HEADER SERVES A5 FIRE-STOPPING. Z O (� PARTITIONS ® 32 O.G. DOUBLE PLATE STUD (5GRE01^IESD ON BOTH51, LSDEOOK O MEMBER4"o.c. BE%4 OF Ab THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 1 J I L I _ -_ I a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y e"I 0 a F UR- BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO �," O PIECE G1DER5 ARE TO BE ASSEMLED AS _-_ _ I GE I L I NG BRAG I NG " ',1 --- --" -- IO --J STRINGER To SERVE AS FIRESTOPPING. Z • 4 FOR THE THREE-PIECE GIRDER. -_.-- --6 �-,! -.-'--I Z1.BEAM5 4 HEADERS NOT NOTED N GANTILE\ FRED FLOOR aCONNECTION ATTERN'B'W N Ido oRLARSERB OR PATTERNON P SHOWN, A.ND NAILED E 20d NAILS AS SPECIFIED I 1 ;! 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLQOR GABLE ENDWALL it I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- j (0 STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INET DEPTH O NONCOMBUSTIBLE MATERIAL Ln •r-) OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER c - -! HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH GIRDERS ARE TO BE SECURELY ANCHORED TO Ln SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR I FIRE5TOPPINS SHALL NOT BE REOUIRED WHEN THE BOTTOM OF 0 Q LATERAL BRACE ® b'O.G. TRusS fI; V THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING e1 J O BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPINS SHALL BE JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED 5o THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL }�I I I/�' '�` I I /� I I I �/( PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEIILIN5 ON I `l L I I `l O F A I 7E R I `t S FOR SIDE LOADED E3E A�S (I o . FLUSH B E A I " I S) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W I NAILS AS FIRESTOPPING. c ; 10) 8d -LOCATIONS RENUIRUNG FIRESTOPPING- FIRE- WOOD FIRESTOPPINS FIRESTOPPINS = . _-- - - --'- -- - -- ' --- - --- - STOPPING FIRE- H FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPINS FIRE- 5TOP MULTIPLE-PIECE MEMBERS STOPPING STOPPING SOLE W JOIST • 5d COOLER NAILS® 10"O.G. iI ' ~ V = NAILED BOLTED - -- - - - - - BOLTS 24" - 2"x4" BLOCK NAILED TO EA.BRACE J BLOCKING FIREsroPPIN6 WHEN i 2 ROWS Ibd 3 ROWS Ibd I 2 ROWS�• 2 ROWS J5" 2 ROWS Xj" VERTICAL W/(4) IOd NAILS - - 6--' - -- 6 iI�-O.C. .-- -_- -- _0 b"O.G.- ', COVERING 15 APPLIED LL _ COMMON COMMON BOLTS BOLTS 6YP5UM BOARD 0 12'O.G. 0 12"O.G. 12'O.G. TWO ROWS 12"O.G. THREE ROWS 12' O.G. JOISTS MSELECTIONo.c.sr 1- I S�DOUBLE PLATE * 20 ga.STRAP ro uNVERs!vE of € \ 5d COOLER NAILS a lo' O.G. (10) ad NAILS BEA w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 I NOTE: ENDWALL STUDS AS NOTED IN NOTES -1 $ 8 `} JOIST SHALL BE LOCATED DIRECTLY . s LOGG�ON DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 NONCOMBUSTIBLE OVER STUDS,UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED 50LE OF ell ER I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED5E5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 5r-RENS#b- VW TYPE w OR 5 FIRESTOPPINS 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA6E>ERED TWO ROWS b"O.G. LOCATION 5 LOCATION 6 -0 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU5H THE FULL INTERIOR STUD DETAIL THIGKNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. -` OVERLAID ROOF B.STA56ER EACH ROW OF FASTENERS BY 12". 2"SPACE NOT • ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILINS Is FROM EACH SIDE. To BE FILLED © NONCOMBUSTIBLE FIRESTOPPINS 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPING APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION '1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ 11 pill Im I T 2 ROPIS OF Ibd COMMON NAILS(!2'O.0)FOR DEPT S 12"OR LE55 FIRESTOPPIN6 LOCATION a 4 ad NAILS LOCATION 5 EA.END o R.R. 6.S ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14",Ib"e Ib". LOCATION 10 III FULL WIDTH 2"x BLOCKING O i tu OONSTR�GTI ON DETAILS JAI I ND LOAD FATH CONNECTION DETAILS i TOP PLATE DRILL 2"(P INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEN NEw R.R.SET IOd R.R. BELOW UPPER TOP PLATE LAPS ON71NUOU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN.NEW d EX. I R.R.AS SHOWN ___._ I - --� , KI. G STUDS I PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JOIST WOOD JO 15 i ! ROOF,R.R. IN LINE BLOCKING JOIST HANGER HEADER z I I ; GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF GL I N(HED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER - o WOOD GIRDER JACK STUDS - - WOOD JOIST - , w - - --- ------- j MAIN MEMBER --- � - I 1 W LU — JOIST FRAM I NO OVER WOOD G 1 RDER JOIST FRAM I NO FLUSH W 1 TH G 1 RDER/HEADER TYP I GAL HEADER (ONNECTI ON 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X s APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. )� THE LENGTH OF THE NAIL FROM THE MEMBER END, SO �'� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAISHT' THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN A A �� MEMBER, FOR TH15 APPLICATION,SHALL BE AT LEAST CABANA 51X TIMES THE DIAM. OF THE NAIL 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL- STUD - WALL STUD ---- WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE 200 GREEN HILL LANE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR - DOUBLE JOIST DOUBLE JOIST TOP PLATE__ GREENPORT, NY GH I M. CHASE SE(URI NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION vd STUDS TO ATTIC FLOOR d BLK'S TO R/L SIDES w/STRAPPING TO R/L SIDES) Lu TOP PLATE ® o 4 J/�I NL.) RES 57ANT �ONSTRUC.T ON C.ON EC.TORS PAGE: CHIM. CHASE WALL Qo, z Q v _ - _ — - - o CONNECTION LOIGATION: PART NUMBER: � NOTES: 4 z Q APPLY TO EACH PAIR OF RAFTERS Lu , o�--� DO TO-R TERS G 20 � 2 I - o ® APPLY TO EACH RAFTER a RAFTER TO-WALL H� - - --- -- ---- - - DATE: 04/02/21 4 OF 5 O z ROOF o a RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER TO ALIGNREND BTRAPPING 4 o - - - - - - - - - - --- - -I •,�`= =1��1 � ,fl w � PLATE-TO-WALL STUD (520 © 18 ® EA. LEVEL ABOVE QLu II APPLY TO EACH WALL STUD THE FIRST FL. ®z Q 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD w - I - I APPLY TO EACH JACK STUD -- ® HEADER-TO-JACK STUD (520 � 12 FLOOR/CLS. i U t ;7� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH (RIPPLE STUD 55TB16 APPLY TO EACH SIDEWALL END w .. SHEAR WALL HOLDDOWN ANCHOR- I - - - - -� ---- --- -- -- - - --- --- - -- ---- ----- --- - II,; �:�__. O� N WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE (520 (USE W17H 3 SQUARE WASHERS) SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OE `FERAL 5 I I " I50L <ENr :: Q U _ EXISTING TO BE DE MOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 57L. N r = W WHEN APPLICABLE) J r-I EXISTING TO REMAIN I I•"- r-1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Z ,� - O 4� MIN. (2) 2"x4" STRUCTURAL Z NEW I-HR FIRE RATED � , WOOD FRAME (L.G. 57L. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL J I Lo J P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED IO u p O WOOD FRAME (L.G. 5TL. a- Lo w WHEN APPLICABLE) Z d• m O FLOOR PLAN NOTES H Z jx O W DOOR NOTE: Q J I. INSTALL NEW EXTERIOR DOORS WHEN GALLED _! oo OUT ON PLANS BY 'THERMATRU' (OR EQUAL). > O 2.DOOR TYPE TO SELECT Z (0 5.INSTALL A5 PER MANU SPEG.'s J H 5.PROVIDE (2) 2"x8" HDR., U.O.N. ri O 4.5EE PAGE 0-005 FOR ALL OTHER FRAMING z >: f ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. < Z N LL GLEAN-OUT WITH GUTTERW W D 4"x5" ALUM. D — 1 — STOPPER GF2 END HIGH POINT D Lo' � ! O PLUG AND 5UiTABLE CUTTER (TMP.) - ! I' O" TVP. _ L) TO DRY WELL (SEE 517E PLAN) MIN. 4" DIA. SDR 55 PVC COVER N 0 J O - - - -- - NOTE: EXTERIOR PLUMBING A5 PER 5GDH5 OR EQUIV. PITCH ":I' G.O. - --- ------ - --- ------- -------..---- LINE OF ROOF --- -- --- -----------0- 26'-0" 26'-O" W } _: - -_ NEW (2) 2"x5' HDR NEW (2) :2"x5" HDR T W - - I BENCH NEW I VERTICAL MOOD LOUVER I I I MONOLITHIC 4" NAVIEN ELEC.j N N _ SCREENING PROVIDE A-lot SLAB. FTG. 12" BLOCKING TOP AND WALL HUNG � J THICK ® 12" BOTTOM O LOVER WALL TO D.W.H. O OUTDOOR v BELOW GRADE ASSEMBLE;PROVIDE MIN. 2.5" 1 SHOWER Q TRIM HEAD DECK 5CREW5 NEW QQ �t SEASONAL) - I I 1 1 it u . NEW 4 P. GONG. POOL HOUSE SEASONAL CABANA m STORAGE O - J E 218 SGl.FT. 2'-6" O p [�— tV -OPEN- IY Q' HALF ry x x SLAB PITCH TWDS. tv �TILE/STONE FLOOR �N (66 5 FtJHOUSE ON 4" THICK - UNHE STEAD FINISHED - O O GRAVEL BASE J I m I WALL ' :. p b xb' P.T. F05T c �i WRAPPED IN Ix DBL. POST TO DRy551NG z AZEK TRIM HEADER-\\,\\,\ �I AREA (TYP) I I N I Q.5" LVL FLUSH HDR. _ \-FENCII - — 5ELEC NR N Ix Z K NEW ( 2 xlO�HDR , - - - - III i i 1 + dy oil I 0 S 10 20 G Q J� �I PLAN I G }-'� /� a �I FROP05ED CABANA FOUNDATION PLAN FROFOSF_D GAE3ANA PLA `t GRAPHIC SCALE1/4"=1'-0" FROPO..J�L/ Cl"1L�1�1A ROOF FLAN 50ALE: 1/4" = 1'-O" SCALE: 1/4" = I'-O" " - " SCALE: I/4 - I O I BUILDING SECTION NOTES 2'-I Oy211 2 NEW ROOFING NOTE (TVP): R.R. PER PLAN O I. INSTALL NEW 50 YEAR ARCHITECTURAL ASPHALT' SHINS. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UIP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS j OVER NEW 2X8 DSL 5. INSTALL 15 # BUILDINS FELT (U.O.N.) OVER 3 HEADER ABOVE 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ALL WINDOWS b I'd , 5. GAP SHINGLE OVER RIDGE Q HIPS (A5 REQ'D) DOORS I I j 6.PROVIDE RIDGE VENT (A5 REG'D) w 7. FLASH ALL VALLEYS I j; II 4 STORAGE B.INSTALL DRIP EDGE AS REO D O 1 I i3 ii EE UNHEATED 5. INSTALL ALL AS PER MANU. 5PEG.'s V }€ - E > f t II 1 ?1 a ( TYPICAL ROOF s CEILING GON5TRUGTION: w NEW ROOFING AS NOTED ----------� -- --- ----- -- - - - ----- ----- i' NEN 4" P. 1 [ 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL [£ II SEAMS) O -OPEN- -OPEN- ' : i£ 'I -OPEN- I; I 1 -OPEN- GONG. SLAB III II € ': E L!A dJ ( IE E . '' [ I} 00 € R.R., G.J., 6 G.T. AS NOTED ON PLANS (® SPANS d� ( !: OVER 8' INSTALL "X" BRIDGING ® CENTER OF p I ^:E' : : :_ =E 1 xE :. !: [ :: E . !: 3 : :.3 €.r,£.. I�x. 'sx; E.c,• .•L'� �'.r.: ..i;�•rl�".'�� .iar;` _.x I: : £ , : _ : ,._. .:. .__ ..._'u.:.. >:�,., �� �•xt= , SPAN U.O.N. I ) y.{ .,,r. .r .:.:.'a: t€:.:�;{ e: ! .e 13 : € I• 3. 11 : .3 3 - {4x� :e Er,'T• 'II � � � •:��, .�;:; a�MIN. 4 THICK jj .....:x...�aa. e.._s:.Yv RAVEL PROJECT: 33 3 e, � :: Y 1. I; ,3 :3� ,n...� -{t Y• .�;'{.:;E, i F j i s.CY E'xY.:.'y,.., pp:„c,. .. : „� 3_.,••z Ex.... .-T..:#.... ,p.... :.iE; -ti .=:>#&' j7::::p:?t_.,,.. IP'..:. ;r_�9 �,•.,,<,x,;,.,.;t;,.�,,I'. ; .. <<:' , � _ TYPICAL EXTERIOR WALL CONSTRUCTION (TVP): O L�,•}Y�„3..:�;_`>..... ��=�'i?::.r E�, ,_�.z?. 3 x: _ _x<u :,,ANEW VAPOR BARRIER cF:; ._. m ( E UPON TYVEK" HOUSE WRAP (OR EQUAL) MIN. <:; .,; r?i:xaI F.va .,rx }E �£ :E £ E3 it � N>:`W't RIGID-::..::�,:�::,v3>,...< �. THROUGHOUT o--;,a€..;> • x111JATIONx t . ; :..:r.:.••;,L " :E ;, -.....,,f« (a x. UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING •'.UNDERSIDE OF SLAB .'.(.,.3. ?'_ T,I'T I _ I. (' 1 ::. ($E'. ALL PLYWD SEAMS :26-0" —�f� 6 f _x.: x: 3;....,,.....t....Y ,...:';:3. ? r ?gip X:E' EXIST. 501E ) SOURBIS pc,:,,.. :x.sx'x'.=. 'x"{Y..x.<..>:...:�..-: �} etc <`.ti;;:: i,r; �'€�*:. .i✓ Nti ..:a..,.E:.. .�,._.<.w....�; (_ E...3 �\ 'f ':. Poet �.:z.Y..<.Ax'�:-.:.'':Y:�..�ti:.;r.-':E.'.:i'.�E:�:�::YY":x.a.�.,L?£{:�.1L« • c t,...f;r��i n 211x6 STUDS ® Ib" O.G. w/ DBL. TOP PLATE I_ 12 O s IXb HOR SHIP LAP CABANA EAST ELEVATION (RIGHT SIDE) SOUTH ELE1/ATION (FRONT) NEW SIDING NOTE (TYP.): `{ I. INSTALL NEW GEMENT PANELING SIDING — 4ALE: 1/4" = 1-o" 2."TYVEK' HOUSE WRAP (OR EQUAL) 200 GREEN HILL LANE SCALE: I/4" • 1'-0" SECTION A�A/A� 1 O 2 5. INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR GREENPORT NY PROPER INSTALLATION 5GALE: 1/4" = P-O" 5. 51DIN5 SHALL EXTEND TO TOP OF FOUNDATION WALL DRAWING TITLE: PROPOSED CABANA PLANS PROPOSED CABANA ELEVATIONS 2"X4" FRAMED WALL PROPOSED CABANA SECTION DESIGN DETAILS 31_011 E € £ 3 E 3 I € 13 3 i I I I I ! I E3 €I E £' — E 6X6 IOXIO W.W.M. BETWEEN I I I 1 ' E I E I {° PRO\/IDE STRAPPING PER PAGE: „ li �� I I3l1 E _ A-2.0 GONNEGTI ON D I CENTER UPPER OF SLAB - ( i€i € ! [I # IEI [ 1 E E : I I € I: _ •_ - , 7 SECURED IN PLACE DURI NC POUR ` I I E I •f I I ! I [ € ( ' € j€ E# I' `� �7 I: - I I I I (2) 2 x (bP.T. SILL PLATE � I' 4 P. GONG. SLAB 101000 13 I € E 'j ' i = E i £ F EjIIII 3 { xI I S i (j I - I 13}1 I E I 1 1 I j 11 i t I 3i = TERMITE SHIELD mill 3 I { '• [ 3 € E [ I I 3= £i €j I€ !I £F I' €1 1 } I DATE:: 04/02/21 6 O F 5 (5) #4 REBAR ,k6'-o" � 26'-0" -� p CONTINUOUS TOP -PooL- 11'_011 12'-0" -� BOT. (4 TOTAL) 4PON CLEANBASE COMPACT FILL '' NORTH ELEVATION (REAR) WE5T ELEVATION (LEFT SIDE). s {r ��A 'Q 3 SCALE. v4" = 1'-0" 3 6 MIL VAPORe?��A PRO�/IDE I" RIDCID RETARDAR :°r,.r` "'^,r� ::�•'`;'� � il INSULATION `R,,JIL HOT DIPPED OALVAN I ZED ANCHOR BOLTS � MIN. 7" �' � X03 $ INTO CONCRETE; 3r-i" O.G. l <C�F �V MIN. 12" FROM CORNERS. ,tl1I MONOL I TH I G SLAE3 DETA I L A-101.00 j SCALE: i" = 1'-0" �e