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HomeMy WebLinkAbout43311-Z rr �o�g11FFUl,�COG� Town of Southold 3/5/2020 0 P.O.Box 1179 53095 Main Rd �4, 0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41112 Date: 3/5/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 3945 Soundview Ave, Peconic SCTM#: 473889 Sec/Block/Lot: 68.4-15.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2018 pursuant to which Building Permit No. 43311 dated 12/17/2018 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 non-habitable, non-sleeping private residential buildingwith ith squash court, locker room with half bath, viewing area and covered entry as applied for per ZBA#7132, dated 3/1/2018. The certificate is issued to Mendez,Fernando&Henshaw,Leslie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0078 1/10/2020 ELECTRICAL CERTIFICATE NO. 43311 1/10/2020 PLUMBERS CERTIFICATION DATED 1/9/2020 Pau . Swe y S ut o e ignature s �X TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE v • 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#: 43311 Date: 12/17/2018 Permission is hereby granted to: Mendez, Fernando 22 Garden PI Brooklyn, NY 11201 To: construct an accessory building with squash court and deer fence as applied for epr ZBA approval. At premises located at: 3945 Soundview Ave, Peconic SCTM # 473889 Sec/Block/Lot# 68.-1-15.1 Pursuant to application dated 12/7/2018 and approved by the Building Inspector. To expire on 6/14/2020. Fees: DEER FENCE $75.00 ACCESSORY $919.60 Z Y B $50.00 Total: $1,044.60 Building Inspec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 forin). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$5Q.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. October 3, 2018 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 3945 Soundview Avenue Peconic House No. Street Hamlet Owner or Owners of Property: Rene Mendez & Leslie Henshaw Suffolk County Tax Map No 1000, Section 68 Block 01 Lot 15.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 6/ pplicant Signature OF sOUj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road 2P Fax(631)765-9502 P.O.Box 1179 sean.deviinCc)-town.southold.ny.us Southold,NY 11971-0959 a 01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Fernando Mendez Address: 3945 Soundview Ave city Peconic st: NY zip- 11958 Building Permit#. 43311 Section: 68 Block 1 Lot 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No. 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 19 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel 100A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt 2'x4'LED Flat Pane 12 Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 12 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment. Mini Fridge, 30 Circuit Panel- 16 Used Notes. Squash Court Inspector Signature: Date: January 10, 2020 S Devlin-Cert Electrical Compliance Form As L _ I 0., . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ` UN BUILDING DEPARTMENT TOWN OF SOUTHOLD y FEB 2 1 2020 � CERT.IFICAT-IO-N Date:--- Building ate: _Building Permit No. I I Owner: � -Plumber: _ / I� �`, Z✓�'iSNE_ - I (Please print) ' f I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (Plumbers Signature) _.- Sworn to before me this day of,-2A- &M 20 a o E K E JANNELLA III lic-State of New York.01JA4616407 Notary'Public, /,��,�"a/� Optlty. d in Suffolk Cou ton Expires t - I f TOWN OF SOUTHOLD BUILDING DEPT. `ycouKn,��' 765-1802 INSPECTION [ FOUNDATION 1ST flu S�I/j [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l SAA C 1� W 1-4ddAI 614th, DATE .O l INSPECTOR QALrf dVAVAWO'f ZV" A, �o�aOF SOOT?,°lo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. IV FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING . r REMARKS: ' r DATE INSPECTOR V SOUL * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ R GH PLBG. /l'✓f7 RVVM-� [ ] UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v�w1t I 111vi O .� I - DATE 5 B INSPECTOR ()Alk r �� I If so�TyO * # TOWN OF SOUTHOLD BUILDING DEPT. um, 765-1802 INSPEC 10'N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14oz 6m M4 044- A- a . y DATE INSPECTOR OF SOUI'yo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION 3 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 11tiliqINSPECTOR �� I �aoE SOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I I ELECTRICAL (ROUGH) [ ] EjeECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: Now— mv . ,� A DATE INSPECTOR %it q4og) * # TOWN OF SOUTHOLD-BUILDING DEPT. coum N 765-1802 INSPECTION . [ ] ,FOUNDATION 1ST [ ] ROUGH PL13G. [ -] ,FOUNDATION 2ND [ INSULATIOWCAU KING � [ ] FRAMING /STRAPPING [ ] FINAL C04 0 �- �"-- [ ] FIREPLACE-& CHIMNEY--! [ ]' FIRE"SAFETY INSPECTION [ - FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL)-- CODE FINAL)-CODE VIOLATI [ ] P C/O REMARKS: fiv k,/ I G.IQP C�v�-✓�, ��s . o� "911 OK �40VA S/mfo., f44A �.� DATE INSPECTOR o�aoFso�,yo L4 -77C f 3a S Sa�,� Nva # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION.2ND ', _ [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] -FIRE'SAFEWINSPECTION [ ] FIRE RESISTANT CONSTRUCTION j - ] FIRE RESISTANT PENETRATI [ ] ELECTRICAL (ROUGH).- LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O F REMARKS: '�i,�yx-L. �,�,F��t2it.Art, t/�'S1�F�G�►'!D�( -- � � • DATE o S6 INSPECTORS 0 a G . F E B 2 1 2020 NEW YORK; _ ' ,. IB,UI.L:D-ING LITE.0 HN OLOGY GitO"UP Affidavit Of 2015 IECC Compliance Date: 2/6/2020 Inspection Address: 3945 Soundview Ave Peconic, NY 11958 This is to Certify that on 2/5/2020 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13ACH507 Conditioned Floor Area: 2107 Blower Door Test Result: 17.9 Conditioned Volume: 1 31470 Leakage in ACH50: 1.81 402.4.1.2 2015 IECC Compliance: IPASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Trane XR Leakage CFM@25: 84 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: I Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 84 CFM@25 Leakage Limit: _ ''>> , 84 CFM@25 403.3.3 2 2015 IECC Complian'ce:-I, IPASS / Signature of Certified RESNET HERS Rater: HERS CIA Provider:, Performance Systems Development 124 Brindley Street, Ithaca NY 14850 _ r _ Provider ID#: 1998-072 Tom Baccarella J"�r Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11762 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmaii.com z . x -. F E B 2 1 2020 N'EW YORK k:• BUILDING" TE C H,'N O'_L O G Y, GROUP Affidavit Of 2015 IECC Compliance Date: 2/6/2020 Inspection Address: 3945 Soundview Ave Peconic, NY 11958 This is to Certify that on 2/5/2020 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13ACH50 Conditioned Floor Area: 2107 Blower Door Test Result: 947.9 Conditioned Volume: 1 31470 Leakage in ACH50: 1.81 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Trane XR Leakage CFM@25: 84 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 84 CFM@25 Leakage Limit: 84 CFM@25 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 ' Provider ID#: 1998-072 _r. Tom Baccarella Certification #3587347 607-277-6240 1 � Notice of indepeii&ht-S�'tstus-AS'per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractdr,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11762 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 :•February 27, 2020 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: Indoor Squash Court Henshaw/Mendez Residence 3945 Soundview Ave., Peconic, NY Attn: John J. Jarski Attached please find two photos of the completed handrail at the accessory building at the above referenced project. They show the required handrail on both sides of the exterior stairs to grade, and the <30" dimension to grade of the landing. Please review and get back to me with any questions or the need for any additional materials necessary for a Certificate of Occupancy. If complete, please authorize issuance of that certificate. Thank you, Tom Samuels Architect enc. MAR - 3 2020 ,y f.`P. -sem � , � � I .. , � . . � �, , �, r. � �: -- � � �Y .' � j ' �, �� iii ', � , _ .� � �if;k � ,, , � � �� .r '��' f r :,� •f �� 1 a� f t� � � � � -,:� ��, r { �� �,, �� � ��a � � .,.. .�� ei. �', � .� r^,r j 1 �.,�� 1 1 t � - `� � 3 ... - _.� _. ' ... y �- t \ I 7 '`�. - • - ,..�. — _ -- . • — �— — _ � �,_ _--- = c�= � `�-- — _ ' - �� � r �, ,. % '_ µ w: _ . i O v ,s .'-� * � s. ', _..� .,�'• � .r.. �,• N � ..., a�,�'� - �r N�N- ,y 'Jt; tff yam,,r _ xi s,._ ��.;,�:. � � ' _fix, �. •i"�r *� e� ✓' .Y�'.�'..-.'f.''';� •s "�"'. }'`� Y - ..v-' _ iK't��' r .,_ r.. ,. i i .,. -✓ �:������ r Qty .. w� ~ Ij � rT._ �� �. ` ., Y h r III ...1 ''d � ` �N y ,j�-r . .r � ,�yy , ,r >. .., m �, a+• ,-»;�,;, w', d ' ;_ � r. — � . k'" �. _ N - r- z+ ". x •Y ' y w " - '33 I 4 S ,w-~ •'fir��• -- �- r i � f i t° 4 y � 4 M. ,o 7 F i w � f FOUNDATION (IST) �N APIA. � l�f�l A� 'FOUNDATION (2ND) MCI Mki 0AMWARZ Flo ROUGH FRAMING& PLUMBINGl`!/� . u IT r' ' /W 'l T INSULATION PER N.Y.. STATE ENERGY CODE IF W1 _ M' I MR ADDITIONAL wl wj� / I ME i F lI % _ _ • • h � ,1 J "'rt, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT - Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. f Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 \ Single&Separate Storm-Water Assessment Form j Contact: Approved20 ` Mail to: Tbm Disapproved a/c Phone: C Expiration ,20h, SCENE n PPROALp VBui n n ector�Vi JUN 1 5 gnil APPLICATIO FOR BUILDING PERMIT c�(�,e� I - Date 4 20, BUILDING DEPT- INS UCTIONS TOWN OF SOUTIJOILD a.This application MUST be completely filled in by ty,ewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schede. b.Plot plan showing location of lot and of buildings on p mises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commeced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector ill issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the rk. e.No building shall be occupied or used in whole or in part for y purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has no commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no coning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authAze, in writing,the"extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for t,e issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, nd other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for rem al or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho sing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. i ! (Signature of applicant or name,if a corporation) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, a ectrician, plumber or builder Name of owner of premises (/ (/ 2Mxk vj (As the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichpro osed work will be done: V %_6KIC, House Number Street 'Hamlet Lot County Tax Map No. 1000 Section ; 11111111 Block l 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a d occupancy of proposed construction: a. Existing use and occupancy ma Lt -RaK i C's 1 d,e ha b. Intended use and occupancy AceesS6 rc& uW as" Slyl `oma' yes IGuva 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � ioo� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars _A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f�f 7. Dimensions of existing structures, if any: Front IJP Rear Depth Height 3 L(-1 Number of Stories Twc, w/ ' a s r with alterations or additions. Front �- Rear - Dimens(ois b�`fsr�7 � Depth Height Number of Stories-' 8. Dimensions of entire new construction: Front ��J( Rear ✓Jr' Depth Height `ZI - I I �� Number of Stories—oKe. Wawynent 9. Size of lot: Front Vb � r9 1 Rear. 5l 11 9 7J ( Depth +56 10. Date of Purchase rO(5 Name of Former Owner ' bm' 11. Zone or use district in which premises are situated R r 8 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO— 13. / 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES V NO 14.Names of Owner of premises &'-14Vt 0) Address � � , l Phone No. Name of Architect I Address Phone No `734- b5 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-V-/— • * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B$REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �/ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 7jkC) IM - � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cont�rpa�ct)above named, (S)He is the V� (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � LAUREN M MCKISSICK day of ,��l/✓�_ 201 NOTARY PUBLIC-STATE OF N !Ilk Notary Public N�'��MC Sig ature of Applicant Qualified in Suffolk County My Commission Expires May 23, 2020 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 l Survey JJJ C 1dTown.NorthFork.�ret PERMIT NO. � Check Southo Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined f '20 Storm-Water Assessment Form J� Contact: Approved 20 i Mail to: Tom Samuels Disapproved a/c 25235 Main Road, Cutehogue Phone: 631 734 6405 Expiration ,20 [� ��� V YInsppector ArrLICATION FOR EUILDING PERMIT DEC - 72018 D Date October 3 ,2018 .�UID;d �; €✓� e INSTRUCTIONS OVM. F49 Q4713ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signator of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder Architect Name of owner of premises Rene Mendez & Leslie Henshaw (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 28.780-HI Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3945 Soundview Avenue Peconic House Number Street ------•------ - -.---.Hamlet- _._.., AJ County Tax Map No. 1000 Section 68 'vtM t pLot 15.1 Subdivision ,,,,>xile�dlp No._ , s Lot i i '�JOI.a+�,!7i14.3i'1�.:.; ':I 9:';3ilii?=;iJ'�•' 1t ivi 6 r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence Accessory Bldg.to house indoor squash court,change/view area with half bath b. Intended use and occupancy 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. na 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front na a $ ��}Rear` na i Depth na Height na Number of Stories',,J ''1 na 8. Dimensions of entire new construction: Front 27' Rear 27' Depth 51' Height 21'-11.5" Number of Stories one 9. Size of lot: Front 252.59' Rear 367.93 Depth 1350.04' (E) , 1456.49'-(W) 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R - 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__VNO (see ZBA Findings) 13.Will lot be re-graded?YES 'No x Will excess fill be removed from premises?YES X NO Rene Mendez&Leslie enSllcVVGarden Place, Brooklv8horie No. 212 922-1345 14.Names of Owner of�premises_ A dress 2 Name of Architect Tom Samuels Addtess25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO X * IT YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY, STATE OF NEW YORK) COUNTY OF Suffolk ) Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of OrZQ&e g' 20 d UREN M MCKI I �' °a"y i° NOTARY PUBLIC-STATE OF NEW YOMi nature of Applicant No.01 MC6342306 G aIffied in Suffolk CoUntty My Commission Expires May 23,2020 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 20, 2017 TO: Tom Samuels (Mendez/Henshaw) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated June 15, 2017: For permit to construct an accessory buildingand nd legalize an"as built" 6' high deer fence at: Location of property: 3945 Soundview Avenue, Peconic,NY County Tax Map No. 1000 - Section 68 Block I Lot 15.1 Is returned herewith and disapproved on the following grounds: The proposed accessory building is not allowed pursuant to Article III, Section 280- 13(A)(1), which states, " One-family detached dwellings, not to exceed one dwelling on each lot." The proposed construction creates a second dwelling unit in the accessory building by design. In addition, the"as-built" 6' high deer fence, is not permitted pursuant to Article XXII Section 280-105C (3), which states; "Deer fencing is prohibited in or along the front Yard of any property." The deer fence is located in the front yard. Author'iASiKature 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: June 20, 2017 RENEWAL: October 12,2017 AMENDED: October 12,2017 TO: Tom Samuels (Mendez/Henshaw) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated June 15,2017: For permit to construct an accessory building and legalize an "as built"6' high deer fence at: Location of property: 3945 Soundview Avenue,Peconic,NY County Tax Map No. 1000- Section 68 Block 1 Lot 15.1 Is returned herewith and disapproved on the following grounds: The proposed accessory building is not allowed pursuant to Article III,Section 280-13(C) Accessory Uses. The proposed construction is not a permitted accessory use. In addition,the"as-built" 6' high deer fence, is not permitted pursuant to Article XXII Section 280-105C (3);which states; "Deer fencing is prohibited in or along the front yard of any roe " The deer fence is located in the front yard. This Notice of Disapproval has been amended to reflect the revised site plan received on October 4, 2017. Autho � nature 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 (% S0Ul Southold Town Hall Leslie Kanes Weisman,Chairperson y�� yp 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes G Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �c0 �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�coumv Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION ` al. MEETING OF MARCH 1,2018 MAR -// . V �.t.�c.�8 201188 ,� ZBA FILE#7132 0uthold Town Clerk NAME OF APPLICANT: Renee Mendez and Leslie Henshaw PROPERTY LOCATION: 3945 Soundview Avenue, (Adj.to the Long Island Sound)Peconic,NY SCTM No. 1000 68.4-15.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 25, and the Suffolk County Department of Planning issued its reply dated November 28, 2017 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 22, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with the LWRP policy standards and; therefore, is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 12.03 acre (524,063 sq. ft.) parcel located on the northerly side of Sound View Avenue in Peconic. The northerly line (Adj. to the Long Island Sound) measures 367.93 feet,the easterly side measures 1,350.04 feet,the southerly side measures 252.59 feet and the westerly side measures 1,456.49 feet with shared stone driveway. The property has a two story single family dwelling with attached garage and an accessory in-ground swimming pool in the side yard. Deer fencing in the front, rear and side yards as shown on site plan prepared by Tom Samuels,R.A. dated October 4,2017. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-13C; Article XXII, Section 280- 105C; and the Building Inspector's October 12, 2017,Notice of Disapproval based on an application for a building permit to construct an accessory building and to legalize an "as built" six feet high deer fence in the front yard, at; 1) the proposed accessory structure (private residential fitness building with basement) is not a permitted use, 2) fence more than the code permitted maximum four (4) feet in height when located in the front yard; located at: 3945 Soundview Avenue, (Adj.to the Long Island Sound)Peconic,NY. SCTM41000 68.-1-15.1. Page 2,March 1,2018 #7132,Mendez/Henshaw SCTM No. 1000-68-1-15.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 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: AREA VARIANCE RELIEF REQUESTED, DEER FENCING: The applicant requests a variance to legalize an "as built" 6 foot high deer fence in the front yard,while the code only permits a maximum 4 foot high fence in the front yard. 1. Town Law 4267-b(3)(WM. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel is more than 12 acres and the dwelling is accessed by a private Right of Way that serves one other residence.The as built deer fence is set back more than 450 feet from a public road,which is far greater than the code required setback for a principal dwelling.It is further hidden from street view by dense woodland.The fencing protects the garden and planting surrounding the house and is hidden in hedgerow along the R.O.W. 2. Town Law 4267-b(3)Jb)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The code does not permit fencing in a front yard that is higher than four feet;the as built deer fencing in the front yard is 6 feet in height. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100 % relief from the code. However, since the "as built" deer fence is set back 450 feet from the public road, it can be considered less substantial on this 12 plus acre parcel because it more than meets the code required front yard setback of a principal dwelling, and is not visible from the road or from surrounding properties. 4. Town Law 4267-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 six foot non permitted deer fence will not be visible from the road or surrounding areas. 5. Town Law 4267-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 is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 6 feet high deer fence in the front yard while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. DETERMINATION TO OVERTURN THE NOTICE OF DISAPROVAL FOR THE PROPOSED SQUASH COURT IN AN ACCESSORY STRUCTURE BASIS OF APPLICATION: the Building Inspector's October 12, 2017, Notice of Disapproval based on an application for a building permit to construct an accessory building (private residential fitness building with basement) which is not a permitted use; 3945 Soundview Avenue, (Adj. to the Long Island Sound) Peconic, NY. SCTM#1000 68.-1-15.1. Page 3,Murch 1,2018 #7132,Mendez/Henshaw SCTM No. 1000-68-1-15.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 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. The applicant requests a building permit to construct an accessory building to house an indoor squash court,with changing and viewing areas and a half bath. 2. The applicant submitted to the Board a copy of printed media illustrating his daughter's participation in the sport of squash,and testified that the accessory structure/squash court would be used only by his daughter for her personal practice when in residence, and for the enjoyment of the property owners,their family members, and their friends. 3. The neighborhood consists of many large dwellings on the waterfront side of Soundview that,like the subject dwelling, cannot be seen from the road.The proposed accessory use(squash court)will be contained within the accessory structure that is designed to look like a barn on this 12.03 acre sound front property.The front yard is a conforming location for an accessory structure on waterfront property.The proposed private residential recreational accessory building will be setback from Soundview more than 400 feet and is proposed to be one story in height,with a ground level entry and basement level for the squash court and changing area to reduce the overall height and visual impact and sit within the slope of the property. 4. The accessory building will not be used for public functions of any kind, such as tournaments, and will be used for personal recreation only and shall be otherwise non-inhabitable; i.e. no living, cooking, or sleeping will take place in any part of the accessory building. 5. The code currently permits tennis courts as incidental and accessory to a principal dwelling,and it does not prohibit them from being enclosed.A squash court is a similar racquet sport,has a smaller footprint than a tennis court and, as proposed, is a private recreational use that is also incidental and accessory to the principal dwelling in a residential zone district. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Acampora, and duly carried,to GRANT the variance as applied for a six (6) feet "as built" six feet high deer fence in the front yard, and shown on the site plan prepared by Tom Samuels,R.A., dated October 4,2017. Vote of the Board: Ayes: Members Weisman(Chairperson), Goehringer,Dantes,Acampora(Member,Planamento was absent). This Resolution was duly adopted (4-0) RESOLUTION OF THE BOARD: In considering all of the above findings, ,the motion was offered by Member Weisman, (Chairperson), seconded by Member Acampora, and duly carried to Page 4,Manch 1,2018 #7132,Mendez/Henshaw SCTM No. 1000-68-1-15.1 REVERSE the Building Inspector's denial of a building permit for the subject proposed accessory structure (private residential fitness building with basement, squash court), and as shown on the site plan and drawings labeled sheet 2 Plans and Elevations prepared by Tom Samuels,R.A., dated October 4,2017. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,,Dantes,Acampora(Member Planamento was absent). This Resolution was duly adopted(4-0) Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial.by'the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. 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. 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 extension not to exceed three(3) consecutive one(1)year terms. IL W _ L slie Kanes Weisman, Ch irperson Approved for filing 3 / r /2018 Scott A. Russell v ����0�][bl��l WA\TEK J ; _ �i, SUPERVISOR MANAGEMENTSOUTHOLD TOWN HALL-P.O.Box'1179 ''�' ''_ - ' � 53095 Main;Road-SOUTHOLD;NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORKSHEET (TO'BE COMPLETED BY THE APPLICANT), DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of landWhich affects more than 5,000 square f eet,of ground surface. ❑[3 B. Excavation-or f illing involving;more than 200,�cubic yards of material within any parcel or any,contiguous area. [1121 :c.- Site preparation on slopes which-exceed 1,0'feet-vertical rise to 100. feet of horizontal,distance,. ❑® ;D. Site,preparation,'with'in 100 'feet of''wetlands; beach, bluff or coastal erosion 'hazard area. [__1[3 E. Site:preparation within .the one-hundred-year,floodplain as depicted on FIRM Map-of any watercourse. ❑Q ,F. Installation-of new or resurf aced imperv.i'ous,surfaces of 1,.000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposail includes in--kind replacement of impervious,.surfaces., If you answered NO to all of the questions above, STOP! 'Complete the Applicant section below.with your Name, Signature, Contact Information, Date & County,Tax Map,Number! Chapter 236.does not apply to your project: �C If you answered YES to,one or more of the above, please submit Two,copies of a Stormwater Management Control Plan and a completed Check List Form to the'Building Department with your,Building'Permit Application: APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) I S:G.T:M. #: 1'000 Date District 10-3-18 NAME Tom Samuels,Architect 68 01 15.1 P.) Section Block' Lot F'UIt'BLI.ILUIN` EF?AR7 IVIEN`F 11SE Contact,infotmation: 631 734 6405 rrckpM—N—bMi' � Reviewed'By: — — — — — — — — — — — — — — — — Date- Property Address/Location of Construction Work: ;— — — — — — -- - — — — — — — — — — 3945 Soundview Avenue,Peconic,NY ' Approved for;processtlding,,Permit. — Stormwater Managementent CoControl!Plan Not Required. q - — El — Stormwater Management ControliPlan.is Required. (Forward to Engineering Department for Review.) FORM # SIVICP=TOS MAY 2014 BUILDING DEPARTMENT- Elect i V In pew tJ F suFFo�� � TOWN OF SOUTHOL p��� mg � Town Hall Annex - 54375 Main Road - P `1�0�1�1 C_,/ Southold, New York 11971-059 1 �� Telephone (631) 765-1802 - FAX ( 1, � �� : ro ger.riche rta town.southold.ny4us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - - - - - Date: /o - Company Name: L5- C--rIZ4 IName: �C1�Q �2 f �'LC-o License No.: _ �5-7e -E, email: j' Address: D 130 l -, — Sou TtA o c_.3r N Ll Phone No.: JOB SITE INFORMATION: (All Information Required) Name: I—'g✓2-AIA A) b © 0012 62 ` Address: 3 _T C c., �Ur' �'C� J JC /J Cross Street: L (3L-lc, Loc--C--I- a A(2 L Phone No.: Bldg.Permit#: 44.3 3 / I email: Tax Map District: 1000 Section: Block: Lot: 11 BRIEF DESCRIPTION OF WORK (Please Print Clearly) rA C'_CAES.S01Z- BviED/ AJ C U.,i's14 C'Oc)R-l`) Circle All That Apply: Is job ready for inspection?: YES NO Rough [n 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# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on,Service? Y N Additional Information: Zoo A me Pea r4 I--- L- PAYMENT DUE WITH APPLICATION laP °v Request for Inspection Form.xis �� Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 Tom(-samuelsandsteelman,com June 15, 2017 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: MEN DEZ/HENSHAWACCESSORY BUILDING 3945 Sound View Avenue Peconic, NY Attn: Amanda Nunamaker Attached you will find materials required for a Building Permit ,for the above referenced project, which is to construct an accessory building on a site with an existing residence. This building will be used for "recreation", specifically for an interior squash court and associated uses, including a viewing area, exercise room/gym, bath room (including shower), lounge area,,screen porch, storage and mechanical room. It is my understanding from a meeting with you that, after your consultation with Mike Verity, that this use is not included in the list of accepted accessory uses in the'Town Code. Therefore, I expect that this application will result in a disapproval, requiring an interpretation or variance from the Zoning Board of Appeals. If that is still true, please issue such a document, and notify us when it is ready to be picked up. Thank you, Tom Samuels S A M U E L S & S T E E L M A N October 4, 2017 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: HENSHAW MENDEZ ACCESSORY BUILDING 3945 SoundviewAvenue SCTM# 1000-68-1-15.1 Peconic, NY Dear sir/madam, On June 20, 2017 your department issued a Notice of Disapproval for a building permit application submitted by me, for an accessory building on this site. A line in that disapproval stated that "proposed construction creates a second dwelling unit by design". Since then, we have re-designed the project to reduce the proposed building so that it can not be-seen-as a"second-dwelling unit". Attached you will find a building permit application for that re-designed accessory building, a SITE PLAN, FLOOR PLANS and ELEVATIONS for that structure. As the use is still for a squash court, a use not explicitly allowable under code, we expect that we will still need a variance for the project, but expect that it will not be referred to as a second residence by design, as that is not the desired result. Please review the attached and prepare a new disapproval for this application, and notify my office when it can be picked up. Thank you, Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 6317346405 October 3, 2018 Building Department Town Hall Annex Main Road Southold, NY 11971 Re: Indoor Squash Court Mendez/Henshaw 3945 Soundview Ave. Peconic, NY I hereby apply for a,Building Permit for a detached, accessory,building to house Indoor Squash Court, change/view area with half bath at the Henshaw/Mendez residence. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped DRAWINGS 3. Suffolk County Department of Health Services Permit 4. Southold Town Sanitary permit 5. Storm Water Management Work Sheet 6. ZBA Findings, Deliberations and Determination 7. RES Check Compliance Certificate 8. Application for Certificate of Occupancy _ Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, -Aw D%( � - Tom Samuels l Architect enc. Bunch, Connie From: Bunch, Connie Sent: Wednesday, February 19, 2020 1:37 PM To: 'Seifert Construction' Subject: Henshaw-Mendez BP 43311 Attachments: @@@@99999_20200219122823.pdf Hello, �G �. a a�.lab I've attached John's inspection tickets that list what we still need. / --Ge-rtJficate. Damon and Amanda looked at the steps with the railings and they don't meet the code so I've also attached the requirements Tor stairs, landing and guards. John will be back on February 26th if they have any questions. Have you sent the other permit information to me that you needed information on? I didn't see anything. Have a nice afternoon, Connie 1 Bunch, Connie From: Seifert Construction <seifertbuilders@gmail.com> Sent: Tuesday, February 18, 2020 11:14 AM To: Bunch, Connie Subject: Fwd: Henshaw-Mendez (Building Permit#43311) Attachments: IMG_3660 jpg;IMG_3661 jpg;IMG_3662 jpg Connie, 1 Attached is what I sent to John yesterday for the Henshaw-Mendez project. Can you please let me know what else we need for the CO? Thanks, Caroline ---------- Forwarded message --------- From: Seifert Construction <seifertbuildersggmail.com> Date: Mon, Feb 17, 2020 at 3:51 PM Subject: Henshaw-Mendez (Building Permit#43311) To: John Jarski <johnjAsoutholdtong1U.gov> John, Attached are photos of missing items at the Henshaw-Mendez squash court project (Building Permit#43311). 1. Handrail exterior 2. Fireproof spray on mechanical room walls Let me know if you need anything else. Thanks, Fred ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 REVISIONS: SITE DATA 7,2,18 SCTM # 1000-68-01-15.1 PROPERTY: 3945 Soundview Avenue Peconic, NY 11957 0 OWNER: Rene Mendez & Leslie Henshaw ACCESSORY BUILDING 22 Garden Place mss• ACCESSORY FIRST FLR EL +38.0 Brooklyn, NY 11201 a .0 �, �o, BUILDING BASEMENT FLR EL +201.0 GRADE LINE ELEVATION 34.9 FT. SITE: 524,063 sf = 12.03 ac FIRST FLR GLEAN OUT AREA EL +38.0 GRADE LINE ELEVATION ±34.01 FT. GRADE LINE ZONING: R-80 Uj \ , / IN. 2' MAX. ELEVATION± 34.9 FT. �.� I' MW FLOOD: X BA5EMENT ZONE O �\G�� G� , � ' FLR EL +29.0 TOP OF POOL 33.49 FT. ? ��P 1/411 T. SURVEYOR: John C. Ehlers SEPTIC, 1/8"/FT. 6 East Main St. LLJ 0>- NY 11901 TANK Pool.G Riverhead, O0 1000 GAL 8'x12' LICENCE NO 50202 IE. +28.3 IE. +2-1.64' BOT OF POOL 15.801 FT. L IE. +28.14' DATED: 05-06-15 uJ GROUND WATER 2.0 FT. Z MIN TEST HOLE Z SEPTIC PROFILE o NO SCALE BY MARK McDONALD GEOSCIENCE \ Z s��oa,�9 / �, ' ��.' (N.T.S.) SOUTHOLD, NEW YORK 11971 J O '0s Ilk TEST HOLE DATA 12 / 21117 ELEV. + 34.0 = U Uj\ •' 1.0 FT. DARK BROWN LOAM OL W W 0 (L-° 3.0 FT. BROWN SILT ML �/ W y`°� ' ` 17.0 FT BROWN CLAYEY SAND SC 0 LU Z \ �O � G°°y 26.0 FT BROWN SANDY CLAY CL ! W \ '' �0 � > \ \ 0 32.0 FT BROWN SILTY SAND SM W �0 0� WATER IN 0 35.0 FT BROWN SILTY SAND SM W Q /5 <10 0� WATER IN > `oS S°�. �or 42 FT. BROWN FINE SAND SP -1 � \ 'I•p� � - - �0� o COMMENTS: WATER ENCOUNTERED Ill 3: \ \ \ C, �,% / _ _1520 ' 32' BELOW SURFACE, ELEV 2.0' Z AAM Z QIP / - - � ,30 LOCATION Q � _ , , , o oN MAP � \ N/O/F \ / '�,, i / / EXISTING TWO STORY \�` ,,; ` ? ,. ' , ` ' \\\' O \ LU Heigl Family Trust / �, / - FRAME RE5IDENCE 9 PO Box 32 \ / �, ,�� �� / W&ARAGE TO REMAIN \` \ \\\\Lon Island G i \ \ ,: \ Q, _ Sound �� econic, NY 11958 '\ \ 36 1 Soundview Ave \ \\ \ 10 68-1 -14.2 _ / 1' / i \ \ \ -35 DWELLI�N WITH WELL ( /2 EXISTING SANITARY SYSTEM FOR \ ♦\ , y5 2b / P° \ THE EXISTING RESIDENCE s� ♦ /1� / / / / eck (1) 1000 GAL SEPTIC, TANK (ST) neighboring s� / .' / / / 9 9 � \ i / l �, 'v`` (U 8 DIA x 12 HIGH LEAGHING 9 a, , o <r',;.:\\ :. POOL (LP) \\ ad Z 0 \ � � Town of Southold Open Space :. u) <. 10 0-58.-1-1.1 ♦� \ mac - I `� SITE Y a / EXI5TIN6 LL �? a N c� w toN 1Cq 5 / / ` \ \ � / P05ED ONE-STORY PRIVATE N q / 4 � M / 2b2�// / \ \\ ♦ \\ \ \\1 1 r: \ S 15 RE IDENTIAL FITNF-55 AGGE55ORY BUILDING —� w ASEMENT w/FOOTPRINT OF 1,405 SF, \ / 3035 \; \ \ 1 I g I % FOUNp AINs N 0\ 1 GRdp55 FLR AREA OF 2,032 5F /� NO 1 \ 1 H OOLS FIRST FLR FIN FLR ELEV +56.0 EXISTING \ 0 FEET R ONO p00 I \ `� T RAO/US BA EMENT FLR ELEV +201.0 NEIGHBORING \ ` Y LEAC WELL / \S W1TH� RAIU/ I/ � \ � ��qj HE TING FUEL 50URGE:OIL I \\ � I - \� OIL TANK LOCATED IN BASEMENT I neighboring \ \ \ \ I / �� - � CtL�EAN sp 1 \ building \ �\ �� � I /OUT' 3�,'!"��J� SEE 5 1 TE \\ 35 oz �W Y I I 'l 35 30/ ` l� 40 _ �� - Ttii S'L l // I � - <11 \ - 0 PROVIDE NEW DEER FEt6N6 ` i 0 \ 25� • - _35 AROUND BACK OF STRUCTURE \ ♦ S' 30 \ \ � APPROX. IS OFF LLS PROPOSE NEW.SEPTIG SYSTEM NEW U DER&ROUND \ \� \ \ NhA UNDER CSROUND OPER\ / FOR. AG ESSORY BUILDING ���WA LINE EXI ING \ \ LINE. PROVIDE OUTL T AT \\ I\ \\ - I000 GAL SEPTIC, TANK"(ST) NEI& ING \ \ \ �\ GATES FOI�\FUTURE NE UNDERGROUND -'GL:EANOUT� ` UTILITY LINE 5ANITAR \ 1 0 -. (1) 8' DIA x12`,HIGH LEAGHING POOL (LP) \ SYSTEM �- _ 25 \ ` O _\/ \\ \ 1 \ PROJECT NO: FUTURE LOCIATION FOR (I) V DIA k V I 1707 HIGH LEACHIING POOL (EXP) : y�. 3 PROPOSED NEW SEP TIG 5 TEM \ ♦�- \\\ \\\\ C // -\\n I�ghbor \ild \ \ _ - _ _35 DRAWN BY: GLEA FOR A ACCESSORY BUILDIN \ J �\ \ \ \ �O ���.• TCS 8, OU \ 1000 GAL SEPTIG TANK (ST) / LP _ CLEANOUT �ppQ // CHECKED BY: (1) 8 DIA x 12 HIGH LEAGHING PO (LP) 30 ]=XISTING \\ - FUTURE LOCATION FOR (1) 8' DIA x ' \ \ �rO� \ \ DRIVEWAY sT . � ♦♦ � �30 DATE: O \ HIGH LEAGHING POOL (EXP) s� \ NEW�NDERGROU�bZ P_OWE� LINE Dc�` \ - o \ 4/25/18 FROM NEW SERVICE TO EXISTING � neighboring \ PILLAi�5 AT ROAD FOR FUTURE bulldln9 \ �/ SCALE: \ PROVIDE NEW UTILITY RISER ON '�� `• - 301 `S - \ / ill = 60v - 0lv EXISTING POLE, vi/NEN 35- ` 30 / / UNDERGROUND 5ERVIGE AND `` �' \ SHEET TITLE: METER TO NEW STRUCTURE +35.3 \ \ ♦\ E�<15TINIG OVERHEAD F \ UT\1LITYJLINE / I N/O/F ♦ � J N�O�F \\ . / / \ HageMman Michael P Heigl Family Trust \ // \ 4 5 ermaSound Rita Ave \ SITE 3645 Soundview Ave \ - _ _ I o `�outhold NY 11971 \ PLAN / / \ Peconic, NY 11958 \ I - 0 41 15 Soundview Ave NEW UNDERGROUND -4-0 \ \ \ \ \ 359 \ 3645 Soundview Ave �\ J / /� co co i // POWER LINE REGRADING \ 1 \ 1 \ ` ` / 1000-68-1-14.1 / / 35 i 1000-68-1 -15.2 AS SHOWN I I I I D LLING WITH WELL j �♦ I / \ ���9 DWELLING WITH WELL �1 35- %\ EXISTING PILLARS` —/ / Off' — — SHEET NO: ENLARGED SITE PLAN- �Qs6 �` - -30. 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SITE: 524,063 sf = 12.03 ac 5\ /i / ♦ FIR5T FLR GLEAN OUT AREA / EL +58.0 GRADE LINE ELEVATION±54.9 FT. GRADE LINE ZONING: R-80 Uj i I' MIN. 2' MAX. ELEVATION± 54.9 FT. :�', � FLOOD: X TW txc � �G� ' ♦ � FLR EL +41.0 TOP OF POOL 53.441 FT. ZONE Z 1/4"/FT. lib„/FT SURVEYOR: John C. Ehlers °J TANK LU 0 LEACHING Riverhead6 East , Y 11901 St. W �' ,// ' �� ,,' + , 1000 GAL + , 8°O2 LICENCE NO. 50202 0 IE. 28.3 IE. 27.64 BOT OF POOL 15.89 FT. G ' 1 DATED: 05-06-15 uJ LL IE. +28.14' IE. +27.56' GROUND WATER 2.0 FT. � TEST HOLE Z 3 MIN V Uj +,s SEPTIC PROFILE NO SCALE BY MARK McDONALD GEOSCIENCE (N.T.S.) SOUTHOLD, NEW YORK 1+971 J TEST HOLE DATA 12 / 21 117 ELEV. 34.0 O 1.0 FT. DARK BROWN LOAM OL W LULU ♦ ''�?�g 3.0 FT. BROWN SILT ML go LIJ \A \ ,��to5 17.0 FT BROWN CLAYEY SAND SC 0 Uj MZ 10 C0\ ��'' 26.0 FT BROWN SANDY CLAY CL ! W \ � \\ \ \ <0 32.0 FT BROWN SILTY SAND SM W ♦ \ �`�1'' T00� WATER IN \ `t�,�,' ,��1 '7 Or 35.0 FT BROWN SILTY SAND SM _ Q W \ \ PF;�'`F�' /5 °'` WATER IN > -10 SOT 6041` 5�°r 42 FT. BROWN FINE SAND SP s h , p ♦ \ ,'' 'ip �'� � ' _ _ °� 'L COMMENTS: WATER ENCOUNTERED W 3: \ \ / _ _1520 ° ' 32' BELOW SURFACE, ELEV 2.0' Z \ F.O / / I � - - -25 ' _ ♦ \ \ ���� , - �;'�/ ,// // /// - � �30 LOCATION MAPLU Cr) \ N/O/F / '���' i i / EXISTING TWO STORY Hei I FamilyTrust \ / i ton \IslandCIA O FRAME RESIDENCE �� PO Box 32 w/GARAGE To REMAIN \\\ _: Sound p� econic, NY 11958 ; 36 1 Soundview Ave ♦ ,'� / gp \ \ 10 68-1-14.2 _ / ti�' �`/ /2 / 3r \ \ \ \ -35 EXISTING SANITARY SYSTEM DWELLING WITH WELL \ YO FOR eh � .' y5 2,b � / '� / P°°� \ \ \ THE EXISTING RESIDENCE \ . / eck (1) 1000 GAL SEPTIC, TANK (ST) J'S neighboring °\\ j ,' - , / / l / �ry �; s ap0040 - (I) 8' DIA x 12" H1614 LEACHING RO' ilding ♦ a` - ,' i / / / / / o POOL (LP) . Town of Southold \ Open Space cA Q• "' o I `� ,// \\ \\ r\ I 1 .?e ' `� _ / I\ 1 1000-58.-1-1 .1 \: SITE a O � ♦ \ \ Qi J o 0 NNN . 4c QU.- / \ \ o ` Q ��+� - EXISTING LL J a a o �5 �� o \s \ O11, / 1W. 5 / \ \ \ \ `� ° O -STORY PRIVATE RESIDENTIAL FITNE55 M 262 / / \ \\ \ / \ \ 1 \ s 15 `�'e AG�E55ORY BUILDING W/BASEMENT \ \ 1 W/FOOTPRINT OF 1,405 5F, \ / 3035 \�; \\ 1 I s . Fd N pY L A N� N0\ 1 ♦ GRepSS FLR AREA OF 2,052 5F N l NO 1 \ H� POp�s FIRST FLR FIN FLR ELEV +58.0 EXISTING �l \ FEET R p1 00 ` l RADIUS BA EMENT FLR ELEV +2cl.0 NEIGHBORING \ . 0 Y LEAD INC P HE TING FUEL SOURGE:OIL OIL TANK LOCATED IN BASEMENT \ neighboring �\ \\ \ \ � I / �'� _ T SEAN �s� � �.� . L 1 \ g \ ` �\� � I I /ou � . ry� SEE SITE - �\ 35 7 G 35 30/ \. \\ (� 4C, - \ i S� I 5 C.N�SI,, \ \ 2� \ • -`35 � / - -�p_OO PROVIDE NEW DEER FEP4GINC� ♦ i 1 :: �``'�� N \5' AROUND BACK OF STRUCTURE ,"- S / 30 - \ \ APPROX. IS' OFF LLS INSTALLE SEPTIC SYSTEM NEW U DERGROUND \ \ \ NEW UNDE GROUND oW \ I I pQ \ FOR A''AC ES50RY BUILDING :: ���WA LINE EXI INC \ \ LUNE. PR�VIDE OUTL T AT \� \ I \ �CeS �� .�,,��u� O�`y '' , I' = IOOO GAL SEPTIC TANk;"(5T) NE UNDERGROUND NEIL INC \ \ \ �\ GATES FO�\FUTURE \ \ \ \ a ; ' •+ �`�''Y \ \ JAN 1 D- r � . . ��[�•. -va7 1 - CLEANOUT\ % \ UTI�ITY LINE 5ANITAR \ / \\ O \ \ \ \ \ i (1) 8'`DtA x\12` HIGH LEACHING POOL (L ) SYSTEM _ 25 \ Off. PROJECT NO: FUTURE LOGIATION FOR (1) 8' DIA k 6' I ` �-" \ \ / \ \ i.--: �< , 7�: • r �.�_,,.:r.0 to 1707 HIGH'LEACHING.POOL (EXP) NEW SEPTIC, SYSTEM \ \ \ hp n I hbor - DRAWN BY: GLEA FOR A ACCE55ORY BUILDIN I \ \ _ lid \ TCS OU r \ - 1000 GAL SEPTIC TANK (5T) QO / / ��' `D \ \ \ DO CHECKED BY: \ \ - CLEANOUT \ / - \ Craig 1<ne P.E. Chief ' \ \ ya / 9 plJ�r, , \ - (U 8' DIA x 12' HIGH LEACHING PO (LP) 30 \ O \ { EX15TI N6' r , �, exP \ \ � / / •� l ,ef Wa�aev�ratar Ma e \ 34. = - FUTURE LOCATION FOR (1) 8 DIA x \ \ \ "�"'�6C DATE: 30 _... t7RIVEWAY \ OS \ HIGH LEACHING POOL (EXP) st`` \ NEW�NDERGROU�b'z eo LINE p��` \ ' \ \ \ \ °�\\\ FROM\NEW SERVICE TO EXISTING 5D` neighboring \ 4/25/18 35 �54.a ,_ \\ \ \ s a�`\\ \\ PILLARS AT ROAD FOR FUTURE building \ SCALE: �' '• O ,,�_ 1 r PROVIDE NEW UTILITY RISER ON e �� - - 30 I `r \ 1" = 60' - 0" - � EXI5TING POLE W/NEW \ - , 30 / _ + 35- / �- /\ SHEET TITLE: _�' �,Dr - - - "I4 UNDERGROUND SERVICE AND / --� \ - r 35.3 METER TO NEW STRUCTURE EpcISTIN� OVERHEAD N 0 F ` \\\ � UTqLITYILINE // ~\ Ha eh-manOM Michael P deigl Family Trust \\ / // \ _ Hdgerman Rita L \ SITE 3045 Soundview Ave `\ _ / ) 4115 Soundview Ave PLAN \ \ Southold NY 11971 \ NEW UNDERGROUND -40' \ \ \ \ 3541 \ Peconic, NY 11958 ��\ I / � - v 1 /4115 Soundview Ave POWER LINE \ 31000-68-1-14.1545 d 1Ave \` I // i/ 1000-68-1-15.2 REGRADING \ \ \ 1 \ ♦ \ \` / AS SHOWN I 1 I I D LLING WITH WELL \ / / \ /Xp�9 DWELLING WITH WELL - / .per- _ - �- SHEET NO: NN, 35- , `\ \ EXISTING PILyARS / EONOLARGIED SITE PLAN �s� ♦ \, -30_ SCALE. 1 20-0 . ` Q' 2 A � enu S81'22 30 W v e W ,� SCALE: 1"=60'-0" REGULATORY APPROVALS C' .%Aft uA i A SCTM # 1000-68-01 -15.1 �♦ PROPERTY: 3945 Soundview Avenue d Peconic, NY 11957 �� ♦�, OWNER: Rene Mendez & Leslie Henshaw Uj / / 0 �♦ 22 Garden Place W (� P Brooklyn, NY 11201 = OO J SITE: 524,063 sf = 12.03 ac 0 >' � , a AREA LL ZONING. R-80 (' Z LU Z LU - FLOOD: ZONE x O \ o �4000 ti � J `s ® -j � '�� �` SURVEYOR: John C. Ehlers — � v 6 East Main St. W �` ► Riverhead NY 11901 �- �Ao \ ,,-fit° LICENCE NO. 50202 O LU � °y�° DATED: 05-06-15 Cl) Z Z Cl) Uj W \ Q V , / o �O 0 , o,, ' ♦ 'Soyp! LLI 3: 0 o�Ol' . Z Cl)\ , LU Cl) a �O F \ Je -1 G Deck Shote \ —'ate • \ \ U ' EXISTING TWO STORY \ / FRAME E 06 Z. W&ARA&E TO AI �/` \\` (yell / \ � /' ♦` , CC W- Q N m LL1. LN Cl) Cl) . PROPOSED ONE-5TORY PRIVNrE RESIDENTIAL FITNE5S AGGE550RY 6;0 \` BUILDING W/BASEMENT d 50REENED \ o� PORCH vi/FOOTPRINT OF 2,012 5F ` 6; \ 0 9 p �. PROJECT NO: DRAWN BY: TCS CHECKED BY: DATE: ` 00 6/14/17 SCALE: ♦ \ \ \0 \ \ 1 60' - 0" ` ` s ♦ \ o� SHEET TITLE: ♦ ``\ \ \ v o r0 �i- \ ` �, O�, '`� SITE \ ' off; `\ \ PLAN \ co i 1`O ` \ / �F SHEET NO: masonry , g u e \\\ pillars -0�.�..-�� 25 n % _ _ A e ° 30 e W n d S o u REGULATORY APPROVALS r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -iiii �- / W i I I I = W�� I O O LJ_ 13 I � W ZAa. 1 001 I � � I � V r I I Q0 W i ® G. Q/ W Q w � Z I SQUAS#� Ito SOU SH I W > GOURT v a GO I RT ' BE ON I Q W - - - - - - - - - - - - - - - - - - - - �( > I oil ---- ------ ----------- uj j 1- I Cl) " I SCREEN w TM -- - - T - - - -- - - - - - - - - - - - - - - - -I Glass Wall r ass GI wa 1I /d w oor r ° I Qom. O K / I6 BATH VIENINO AREA I Open t elow o / Z• ------ - -�- -------- --------------------------------- I I I �• o ---------------------- o W -J• w 3 z \ \ . r: ' I _ _ z ------------ R� L SPMw• aC to .MEGHANIGAL /®r IXRG I S011 / COYER / VIEWINO co Co. HALL MECHANICAL 'j i ARE-A \ \ II and or r 0 II SQUASH 5TORAGE I li 5TORAGE / I I ------- ,..� /"r r /" r� i I a ON I ��OF NEW O ------ - I . c � i' -- i i — — — — � I I ---- ---- ----- ------ I �4 -- --- --- ------- -� I ;i I 018350`1 PROJECT NO: I \ i DRAWN BY: TS CHECKED BY: I - - - - - - - - - - - - - DATE: 6/14/17 SCALE: MAZ")' EMENRIT PLAA INN mr L A IRM1 _ SHEE SCALE. 1/4 – 1 -0FIRS' T T TITLE:SCALE: 1/4" = V -0" 1,882 51= w/o Porch FLOOR PLANS SHEET NO: REGULATORY APPROVALS W oC O O ® � V" W 31 NK (� W Z - OIC U Z � O LIF] N m W W 1111 Z _ W� JLL > -ILI 111L TIF-1 ` Q _ Aii 444 >U Q - 0 W Z Z U) Z � ---- -- -- - - -- - --- - --- ------ -- -- - - ---- Q zo W U) ' Z -- -- ------ -- -- - - -- - --- -- ---- ---- -- -- -- -- -- -- ---- - ' -- - ---- --- -- ---- -- -- -- -- - --- -- -- ---- --- - ---- -- --- - -- - - ---- - - - - — -- - -— - ---- -� - - -- -- b" OUTH =WEST ELEVA T 10 SCALE: 1/4" = V -0" Z• V/ Q• l7 r �O J C• O � n c a Lu FZ 3 !Q( Q z LL D LLQ w gn C Q N (9 m C Lu- N S M F 09C N SOF NEW YO 104 ———— —— — — —— —— — — —— — — —— ——— —— — — — — — — Ll FIE 10] PROJECT NO: DRAWN BY: TS CHECKED BY: -- ---- - - - -- - - - - - - ---- - - ---- - - - - - - - - - - - - - - DATE: 6/14/17 SCALE: 1/411 = 1' . 0" SHEET TITLE: I- ----- - -- -- ---- ------ � ___ __ _ __ _ _ i ELEVATION --------- -- -- -- ®imumTviWEbSHEET NO: SCALE: 1/4" = V -0" REGULATORY APPROVALS rd ' REScheck Software Version 4.6.4 Compliance Certificate Project HENSHAW / MENDEZ RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family i Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3945 Soundview Avenue Rene& Leslie Mendez& Henshaw TOM SAMUELS PECONIC, NY 11957 22 Garden Place SAMUELS AND STEELMAN Brooklyn, NY 11291 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 631 734 6405 tom@samuelsandsteelman.com 2� -,�Gx' -"ALL„ f:,. ^3�v`"' ti wy fi', t � "` h 2^�I'j= �' s.„k"-�:�,,,.: r•Af`ys- alx;. z..,,�-,a,t#r Compliance: 16.1%Better Than Code Maximum UA: 1400 Your UA: 1175 Maximum SHGC• 0.40 Your SHGC 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assernisly or -U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,422 30.0 7.0 0.028 40 Floor 1: Slab-On-Grade:Unheated 1,434 12.5 0.667 956 Insulation depth: 6.0' Basement Wall 1 SOUTH-EAST: Solid Concrete or Masonry 245 13.0 12.5 0.033 8 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 2 SOUTH-WEST: Solid Concrete or Masonry 467 13.0 12.5 0.033 15 Wail height: 8.0' Depth below grade:7.0' Insulation depth: 8.0' Basement Wali 3 NORTH-EAST: Solid Concrete or Masonry 467 13.0 12.5 0.033 15 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 4 NORTH-WEST: Solid Concrete or Masonry 245 13.0 12.5 0.033 8 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Wall 1 SOUTH-EAST:Wood Frame, 16" D.C. 376 19.0 7.0 0.041 15 Wall 2 SOUTH-WEST: Wood Frame, 16" D.C. 643 19.0 7.0 0.041 24 Project Title: HENSHAW/MENDEZ RESIDENCE Report date: 12/04/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Henshaw Pagel of 2 Mendez\Building Dept\Energy Calculation.rck P f �kssemblyor e Perimeter Window 1:Wood Frame:Double Pane with Low-E 40 0.300 12 SHGC: 0.27 Window 2:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.27 Wall 3 NORTH-EAST:Wood Frame, 16" o.c. 643 19.0 7.0 0.041 24 Window 3:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.27 Window 4:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.27 Window 5:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.27 Wall 4 NORTH-WEST:Wood Frame, 16" o.c. 376 19.0 7.0 0.041 12 Window 6:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.27 Window 7:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.27 Door 1:Glass 47 0.300 14 SHGC: 0.27 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Ni 11 :��Aa"6 , �_- � - In 11 of ak me-Title Sig ature Date Project Title: HENSHAW/MENDEZ RESIDENCE Report date: 12/04/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Henshaw Page 2 of 2 Mendez\Building Dept\Energy Calculation.rck SITE DATA REVISIONS: 7/2/18 Tess f'L CARDING REQUIRED SCTM # 1000-68-01-15.1 PROPERTY: 3945 Soundview Avenue Peconic, NY 11957 OWNER: Rene Mendez & Leslie Henshaw ' ♦ ACCESSORY BUILDING 22 Garden Place r ` �' s ACCESSORY 8.0 Brooklyn,FIRST FLR EL +3Bn� NY 11201 ''..G® . .. . 'S Rsj BUILDING BASEMENT FLR EL +21.0 63 sf 12.03 SITE: 524 0 ac GRADE LINE ELEVATION 34.9 FT. , - FIR5T FLR AREA (�c'._� � :; �:,-.r: ;. . ,,._�-.r. �i i ♦ GLEAN OUT 5 / �� / / EL +38.0 GRADE LINE ELEVATION ±54 9 FT. GRADE LINE ZONING. R-80 F'i E 2 MAX. ELEVATION- 54.9 FT. W �,. c... •�, , Uj 3. FLOOD: V CE- '���� G�� / ♦ BASEMENT TOP OF POOL 33.49 FT. ZONE X :,.1_I_ �';,.., . , . .;;��� ..+,,- _wT :"Y �p°� i ,Z� PGS / FLR EL 2q.0 p: .... Ire ,. ° ��, /� 1/4 T. SURVEYOR: John C. Ehlers _ I/8"/FT. 6 East Main St. ♦ OJ YMi:;',�i'I utr� �Vl a.;l i}U'...i-��J�'1 I::i'.,r1r,,� / '/ TANK o LEPOOL G Riverhead, NY 11901 1000 GAL O D O / ��'Al �,''' ♦ IE. +28.3' IE. +21.64' 8'x12' BOT OF POOL 15.89 FT. LICENCE NO. 50202 LL DATED: 05-06-15 W COMPLY WITH ALL CODES / c, ��, ,,��1 IE. +28.14' IE. +27.56' GROUND WATER 2.o FT. NEW YORK STAT: & TOWN , ES t�rrclezrMrroivaEQ,�� ��'�, Z AS REQUIRED AND CONDI NS F / �J��LF' °�, P 8 8 5' MIN TEST HOLE Z LL! SOUTFIOLD T .,1 ZBA '�, �, ,� .,.M^pMD \ � ,' �, � SEPTIC PROFILE NO SCALE � V SQL5. +� / BY MARK McDONALD GEOSCIENCE s (N.T.S.) SOUTHOLD NEW YORK 11971 J S �: ,Lu �o�� r�� SEES � s��ool'%�9 / ,'' ,'� O TEST HOLE DATA 12 / 21 / 17 ELEV. + 34.0 V MLU W 1.0 FT. DARK BROWN LOAM OL W 0.1,� CUiJ1'ENT'"'EFORc ROS \ `^o� ,�o�°`a 1,�N­FICATION MET. BROWN SILT ML �iCr^TE OF OCCU�'ANCY � \o�oa ,' ,';oma , ' � W , ♦ 17.0 FT BROWN CLAYEY SAND SC O ,7-R USED HV 01ATE \oo��\ ,,o�F. _ LU SYSTEM C�lIElP�'OT ♦ \ �O y> �,'G°°yam 26.0 FT BROWN SANDY CLAY CL ! W OF 1% LEAD. \ oIt Uj Pl-UMEIING �,'' \ ♦ 70, 32.0 FT BROWN SILTY SAND SM P'� FLIJMB!NG WASTE_ FrTf',I^�� n T Tp '7p ST :!�1 Vt'A�ER RUNOFF ♦ \ vy �y WATER IN L.1" I'1E FUr� ;1AP T TO �iAPTER 23G L�;''' '�N 7 p 35.0 FT BROWN SILTY SAND SM ,Ir,r, Q W co`�I ,a!o OF THE TQC"JN OLS. \ � ' P�`;'' ��' _5 °'�~� _ L / S 01 WATER IN > A ,� \ ti°� �P� ♦ -10 OTS O� �p'`� 42 FT. BROWN FINE SAND SP 10/ COMMENTS: WATER ENCOUNTERED W 3: / '- p ' 32' BELOW SURFACE, ELEV 2.0' Z Must provide Manual \ \ Opp // // I - -25 Cn M D, J and S as per - Q ;E0 ` NYS Energy Code "\ ' LOCATION MAP �n LUBlower dcor \ N/O/F \ / '�,' i /i // / EXISTING TWO STORY �, , / _ O Hei I Family Trust / F, , � -� / FRAME RE5IDENGE � ;;;, LOn Island and ductwork \ Po Box 32 \ ,- \ �\ / PF,� �� _ / // W _ \; ouna' g G / /GARAGE TO REMAIN \\ 3: tOS'til� required. econic NY 119'. \ ( `.,.., , :. re 36 1 Soundview Ave �'♦ / _ \.. 10 0.68-1-14.2 _ �`/ / / \ 35 �: :.: DWELLIN WITH WI \ FOP, • �� 4 2/5 / °� \ \ EXISTING SANITARY SYSTEM FOR ,;���\ C� _Lt \ 10 y5 2)0 / eck P° \ THE EXISTING RESIDENCE (1) 1000 GAL 5EPTIG TANK (ST) \ / e neighborin �� ��p0 \ - (I) 8' DIA x 12' HIGH LEACHING ". �\\ lldin g ^� \ / '// / / / / S {; r;� \ POOL P 9 ♦ a \ • / / oke (L ) \ \ \ N/O/F \ \\\ \\ 0 '-/ \ Town of Southold `\\\� � 06 Z / / uti \ Open Space �� M �\ \ I �e 10 0-58.-1-1 .1 \ \ SITE N a IRMO Ljco 5 /' \\ \ m o\\ �� �� ` } EXISTIN\ LLJt`a a`Q- LL W• N Ls o / 15 // \\\ \ \ \ \ , �qr / q 04 PO5ED ONE-STORY PRIVATE D , _V 262 \ \ \ ► \ �s ��� RE IDENTIAL FITNE55 AGGE55ORY BUILDING Q �-• '° ' \ ` \ I l 1 S ADIU \ e W ASEMENT W/FOOTPRINT OF 1,405 5F, C0 C0- \ / 3035 \\\ \ I \ I 5 0 FaUNo L �N s Np\ 1 ♦ G�55 FLR AREA OF 2,052 5F EXISTING �j ,- � pl NO \ \ ` HI G P00�S FIRST FLR FIN FLR ELEV +55.0 \ FEET R p00 I ` L RAD/US BA EMENT FLR ELEV +2a.0 NEIGHBORING \ ` OAR I RAp1U I \ T Y LEAC 1` HE TING FUEL 50URGE:OIL WELL / \S 0, WITH► / / �'� OIL TANK LOCATED IN BASEMENT I I neighboring `� \ \ \ // � - S�EAN �Sp ♦ I OU I�-, A- 3, A�'b� SEE 51 TE / - \ 35 - or- 40� - ENLAROEME \ 1 COX 35 30/ \ 2� _35 �y PROVIDE NEW DEER FEF o%I i ,3 U) I AROUND BACK OF STRUCTURE ,- \ 30 _ \ \ S APPROX. 15' OFF W LLS / / sp �1 .-'_ PROPOSE NEW.SEPTIC, SYSTEM NEW U DERGROUND \ \ / \ \ N\EW UNDEl� GROUND FOWL\ 350- �G ' 'C ppR� FOR A'AG ESSORY BUILDIING WA LINE EXI INC \ LUNE. VIDE OUTL TAT \ \ I \ - 1000 GAL 5EPTIG TANK`('ST) \ NEY� UNDERGROUND NEIG INC \ \ \ �\ GATES FOI�\FUTURE CLEANOUT\ \ UTI ITY LINE 5ANITAR \ / \` o \ \ \ \ \ \ -. (1) 8' DIA x\12' HIGH LEACHING POOL (LP) SYSTEM 25 \ '� �'' \� \ \ \ PROJECT NO: FUTURE LOCIATION FOR (I)8' DIA x &' \ �' \ 1707 EAG NG.POOL EXP I PROP05ED NEW 5EPTIG 5 TEM \ ` � - \\ \ \ /� \\n Ighbor \ \ _ - - _ DRAWN BY: HIGH L 1-�I ( ) 3�{.a ) \ \ \ \\ O _ ��. bund \ 30 TCS GLEA � \\ FOR A ACCESSORY BUILDIN \ OU \ - 1000 GAL 5EPTIG TANK (5T) \ 8 LF �i - CLEANOUT \ / \\ \ \ , \ p° / � CHECKED BY: ' ;_ - (1) 8' DIA x 12' HIGH LEACHING PO (LP) 30 \ \ / O 1 >=XISrIN6 54.8+ O - FUTURE LOCATION FOR (1) 8' DIA x \ r1 ` \ DrzlveWAY \ STO \ \ •\ i +i + \ HIGH LEACHING POOL (EXP) o`` \ NEW�JNDERGROU�P�IAtE� LINE �� \ \ / / X30 DATE: 4/25/18 FROM\NEW SERVICE TO EXI5TIN6 �j neighboring \ PILLAF�S AT ROAD FOR FUTURE building \ SCALE: PROVIDE NEW UTILITY RISER ON �o �. " _ " SHEET TITLE: is EXI5TING POLE, W/NEW 30 \ UNDERGROUND SERVICE AND 35 METER TO NEW STRUCTURE OVERHEAD -- i \ \ ♦ \ UT�LITY)LINE / \ N/O/F N/O/F \ / / \ Hag4man Michael P �+ _ _ / \ Hd erman Rita L SITE Heigl Family Trust � � / � 9 \ �� - � \ \ - \ . / ) 4115 Soundview Ave 3645 Soundview Ave \ I - - - o OUthold,Soundview 11971 \ PLAN NEW UNDERGROUND 645 PecanSoundviewNY 9Ae \\\ I / / - o //4115 Soundview Ave / POWER LINE REGRADING \ \ \ \ \ 10010-68-1 -14.1 ` \`: I /' / 35 i 1000-68-1-15.2 - --J / I A5 SHOWN I 1 1 D LILING WITH WELL % / / /'-\ /�2�� DWELLING WITH WELL _ 35- �\ \ EXISTING PILLARS // / Off' - _ - SHEET NO: ElIkELARGIED SITE PLAN \ \ ��s6 \, \ 30- -/ _ SCALE. V=20'-O" R9, ,� �g e � „W SBI-22 30 e n u ` � e W _ - d S o u n V %NP N SCALE: V=60'-O" REGULATORY APPROVALS MIND-BORNE DEBRIS PROTECTION FOR OPENINGS 5TR'UGTURAL REVIEW E3Y STEVE MARESGA PE FOR WALL OPEN I NO FROTEGT I ON OF 120 MPH S-SECOND WIND GUSTS 155-0-1 WEST MONTAUK H I OHWA`I', HAMFTON BA-`I'S, NY I I cl4& ( MSX I MUM MEAN ROOF HE I CHT: 55) sIMP50N LSTA - 20 GAGE i�HON� �S I X25 X450 RIDGE STRAP - ALL ROOF RAFTERS ° 2 x b TIE a EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r � • I a ICE SHIELD UNDERLAYMENT NON-HABITABLE AGGESSOR`1' SHUTTER ASSEMBLY 1 � REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. ,a' \ ° FOREST PRODUCTS WOOD FRAME uj FOR PANELSPANS: 0 < 4'0 WIDE SPAN 1 \ \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOU5E 23/32 (3/4 )'IAPA SPAN RATE: � 48/24 SHEATHING GRADE PLYWOOD 11.1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4 ) 1 1 ALTERNATE TERNA E CLIP P051TION E OF 22 '-O" MAXIMUM = ASSEMBLY: I,- I I SIMPSON H3 GROUND SNOW LOAD - 45 PSP.ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I 1 FIRST LEVEL - 40 PSP. L.L. W #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 1 I LIVING AREAS - 40 P5F. L.L. WOOD SCREW ® 16" O.G. I I . SIMP50N H2 HURRICANE BEDROOMS - 50 P5F. L.L. O ALTERNATIVE FASTENER FOR 'SHUTTER TO BUILDING: CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. w/ #IOXI-1/2 ( W/ WASHERS) I 1 RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH LL LLI MACHINE BOLT @ 12" O.G. a J� 1 5- ad TYPICAL EACH END 5E15MI0 DE516N CATEGORY - Bco Z RESIDENGE: X WEATHERING - SEVERE Z W .. APA RATED PLYWOOD TO PROVIDE 8d COMMON FR05T LINE DEPTH - 36" V ♦ a EXTEND TO TOP OF TOP I PLATE. NAILS ® 4" Q O.G. AT Z N, EXTERIOR ED&E OF ALL TERMITE - MODERATE TO HEAVY - I SHEATHING. DEG?�Y - 5L I GHT O � TYPE OF CONSTRUCTION = 0 I� J GONVENTI ONAL L I CHT FRAME WOOD ICE SHIELD UNDERL�YMENT REG2UIRED - YES m W GONSTRUGT I ON am I W ' I1�- ULTIPLE SECTION ASSEMBLY: D 1 i 1 1/4" THICK BOLTS @ 2' 00 0 z 11 GENERAL NOTES (1) W 1)' - 1°I I °� I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY W \ Q I I 1 I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RE51DENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE V I 1 1 1 I PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. V 1 CONSERVATION CODE, AND LOCAL AUTHORITIES. I ' " I BEAM -TO ROPt+ BBOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14 ACCORD. THIS ANCE WITHCTURE H THE EWNEA YORKAS BEEN STATE I&NED IN W STATE ENERGY i 1 1 I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 1 11 1 1 I I SIMPSON M5T2'1 1 I I 11/2" WIDE - 20 &ASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q 1 I I I I 1 METAL STRAP ®45" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. LLI Z Uel 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Z I II I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY I � 1 I 2 x 6 ®Ib" o.c. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. Q 0 STUDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. 1l 1 1 I 5. BRI DG 1 NG TO BE PROVIDED DED FOR ALL JOISTS STS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR. W I DER SPAN 1 1 i�, A-325 BOLTS, 3/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 1 1 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND MT 1 1 I I VERIFIED BY GONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 419 WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS ® 24" OG 1� I�- AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I I SIMPSON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'8: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1 1/2" w1DE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLE55 STEEL WOOD SCREW @ 12" O.G. !,r' CONCRETE 5LA55 TO BE COMPACTED TO x5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ �• :•�r .:< adNAILS@ 4'oC SILL PLATE RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad Z . o #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ''`' ' WOOD SCREW ® I6" O.G. -� ' ' 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED I N EACH BEDROOM AND N Q • ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR r 'r ?+� ,,�_:2 x b SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) ACa TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER Y MACHINE BOLT ® 12" O.G. ';'i7 • 0 >., ,. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J a SEE FOUNDATION DWG. `?ti:ti,? N O O FOR DESIGN. '� "' Y`'L 5/8" x 12" A.B. ®48" 00. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO }X +`y'"'`}' w/ FENDER WASHER. w -� •w Z 3.Q 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT �-- �"" i;:' Q Z WINDOWS - GLAZED OPENING PENETRATIONS MOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w cI. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED $ a N 0 o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS 5KYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. w • N O o IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM laab AND OF A5'TM 1886. AND DECKS ETC- ASTM 23. THE NYS GORES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS Q F' • � N LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NGS. STRUCTURE DE51 GN. N v PANELS TO SE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO il. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JAGt: POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINE=D ON SITE. SHALL GOMPLY W/NYSBG GH,4PTER #2504.cf b THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF1'Y 5� t�Ps C NAILING SCHEDULE FRAMING NOTES ; ................................................... ... TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" ��c/ °�x35o DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d a 12" o.c. o BETTER' I NTERMED I ATE. " 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES „ PROJECT NO: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING h MIN. THICKNESS OR AS NOTED. 1707 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o <'IO ° Or JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-I6d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING J015T LAPS OVER PARTITION 'T-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: &ABLE ROOFS BLOCKING/RAFTER 4-56 (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS -� 4. ALL HEADERS &'-0" AND OVER SHALL BE SUPPORTED Otto RIM BOARD/RAFTER 4-I6d (END NAILED) WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. 4/20/18 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE: h STUD/STUD 2-I6d (PAGE NAILED)HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: o o @ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR to o X45 BOTTOM PLATE/FLOOR JOIST 3-I6d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. A5 PER MANUFACTURERS RECOMMENDATIONS. WEB IT, e7 JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) BRIDGING/JOIST 2-IOd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL �ht BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I66 (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & o Io° O X45 0 �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< o <,so LEDGER 5TRIPBEAM 4-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS"a 4' O.G. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED MCTAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 0 o PLYWOOD ROOF DECKING 8d @)4 O.G. EDGES, ®8 O.G. FIELD TECO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12 to < o �; o STRIP SHEATHING Sd (ONE/RAFTER) " O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT (PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. ED6E5, 08" O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF (PANELS IN HIGH FRE55URE ZONES. PLYWOOD SUBFLOOR DECKING 8d a6" O.G. EDGES, ®12" O,C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILD COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. ER AND j WAS ASPHALT 5HINGLE ROOFING ON 30# BLDG. PAPER ON 3/4" PLYWD. DECKING ON WOOD FRAMING BELOW. PROVIDE VENTED RIDGE, SECURE ATTACHMENT 4 22-51, 22-a" ALL REQUIRED FLASHING ll 8" 8" CEDAR 5HINGLE SIDING ON 5/8" PLYAD. 211-511 10 10'-3y2" l0'-3y2" SHEATHING ON WOOD FRAMING. PROVIDE 12'-42" 12'-4y2" R-19 5PRAY FOAM INSULATION 21,70„ PROVIDE DAMPPROOFING ON EXTERIOR I 1 uj MASONRY FOUNDATION AND EXTERIOR RIGID INSULATION TO GRADE. SEE 5PE05 w I y I 0 r ---------- ------------j L--------------------------4-1 3: Z .. 1 wF II ;iay.;hlx� .�, S'�Via' i.�, 'i�• Et�hY}�; r,u ° v)),�'' qa, ��,., r t r O r µ'------------------------------------------------------ 0 --_____________tom 1 ____ �� �_'M1_ _M _Y__,__ ; �h`„ �{;}^HtRk I w Q, l � „ „ *:2" � � I O 2x6®I6 WOOD STU FRAMING w/Y� AIC I SUMP I „�. 18 :. L - I PLYWD. INTERIOR 5 EATHING. PROVIDE l I I ti. w1 EXTRA STUDS FOR TTAGHMENT OFII I I GLASS PANEL 5Y5 M I I `' 21 Ol, Z II I i Z w " 1 ' �2" 2" PVC LINE FROM SUMP TO I I PRE-FABRICATED QUASH COURT SYSTEM, 8 t. PROVIDED AND lNerALLED BY OTHERS i - i � i PUMP IN MECH. OM I I I I T i I 8" THK. REINFOR ED CONCRETE _ 2x10®16" R.R. /"" — 2x10916" R.R. _ I i I 1 r 1 i FOUNDATION WAL ON 10"x20" 1, REINFORCED FOGiTING II i I M uj w I I � I 11 I ra?c I WW x12,o 11--i/8 TJI/B&O/0I6" .J. =N _ PRE-I'ABRICATEr, ASB I1 ` I m I i PERMANENT GLASS SIDE WALL ii i i T n cV I to I 1 r I SYSTEM 40, BY CTHERS I 1 Z w Lj ` I B'-O" in E- 4" THK. INSULATE GONG. SLAB, ii 1 `' REINFORCED w/6X6 1O/f0 W.W.M. �� i 1 U Z l I > I ' I I I .�". I :E w MUST BE ABSOLU LY LEVEL II I .ts i w B" THK. ABS SPORT FLOORi -------� 0 W \ Q PROVIDED BYO HERS l i — , , :�;,�,'Q�%•�ii 1*.YR,{ �le i � i' d I m L-------- �t i I ii i ' ' m A� I I I r l II I I uj � � 11 ViM ' Z SG�U SH �I SC�U Sof I Z GOTQ ' O Lu p of i i i i I i cn ( BE ow _ I EXPOSED A/C LYWOOD 5HEATHING AB VE GLA55 PANELS p I I 1 ABS FREESTANDI G GLA55 BACK LINE OF BACK' WALL OF COURT I I I WALL SYSTEM Y4/MULLIONS ANCHORED TO SLAB BELOW,II3Y OTHERS WOOD POST 4I HANDRAIL, w/STEEL I 4'-5y:2" I I Iy II j 4 BALUSTERS, A CHOKED SECURELY. I I EDGE OF BAL-001 , AI COVE I I I . I 4'-3y2 SEE SPECS ----------� L ----- -- ------------------ _--______--_ __— •S+.a,.k� a �' — wj/ 0' �� ` ' p 3 16 VL w/ /4'x15' S L. L. I S i -J I N 'ti T / I NON-HABITABLLE I SUMP i i = a z 2x10 LAYOVER PLATE --;/\\ �� ,�� ,� _� _ I EXEizG ISE DIREGTI I � W• w o NON ITABLE,' �' 1 O I NTi a 0 4 \� I k7 �/ SD FIT AREA r La N O a CD ` x _ AB VE ' 1 ,--��, J- _ G S 1 W M I= ` ' rvl I I I TILE FLOORING ON MUD BASE F RNA I p 7'-O" OPENING � ,� I /���Ico I ON INSULATED GONG. SLABF- B I I N Nva 6" y2 WOOD R 6RIN6 I �,I� I I \max CDP— I 6' Elm _I O :�r L -- -- - -- -- -- - -- -- -- - -- -- -- -- - -- - -- - -- -- ---------J I 0 1 „ rn m :r;; _ „ FLU — (2) x8 1 ' DN / (1)1-3/4 x11- /7 8 LVL RIDGE �I� N (2)Q-I/2 LVL I O w I I X I C'4 NT'- 'i � FLUSH �I 12'-4" - -- -- -- - - -- - - - - - - -- --------- fi m MEGH. i. cC I p p i STOR. �� in ROOM I x WOOD P05T 4 HAND IL, w/STEEL - I I ------- N BALUSTERS, ANCHO D SECURELY. — 1 A ' r SEE SPECS OI I I OI m c TILE FL ORING i 2 2X10 RIDGE '� �\\ r; I ( ) , � 2x10 LAYOVER PLATE + r5' q O I 3 I �i;•n X1831 GCS >. ----------------- --- — -- _ ' x1 HDR�1-� - _ 1 � yt3 ? , (2)9-I/2" L FLUSH ------------ -------- (3):22 — — —— — -- — — \ /: — I ''�,�1 'r+t<h L'e`.i ^.� P.t.;�8k+ .X :yJ'j"M !£t�?!�iJ;G�yr;, d'., 'x ',ncQ'ti''�. ' �;- '' , ,,',':'% ..r Y' v..ni� ii ;yir.(i•, .�`,"-.w�:� 1. U�%f4 ?s i,`'.45'. y: 'i.. `Y':� '�.': � !� — — — —— — -- — — — — —— — — — - - Lt D H G 256 .�E � �:_'� . '�.. �s ,. .. ". ..�.. ,- I L — — — — 2 +— — — 2x10 6" G.J. _ DHG 256• — — — — _ --- ------- ------- -----, I i { ----------- --- PROJECT NO: r------------ r AT FINISH BASEMENT ROVIDE 707 2x10®16" R.R. 2x1016" R. - I 2x4@16" OD FRAMING VER - DRAWN BY: ' ' I FOUNDATI N WALL, WSP AY FOAM TS X I INSULATIO PER SPECS, YP. BD. FINISH, A V GROOVE ANELING IN CHECKED BY: (5)2x HDR I I { h G; i AREAS 5 WN Ii/ ' � I '. '�:�vi 1q'i.l 'i) '�..d'',.f�`a'i.'�t,''n`+'.s.•�i1b,,�;4��'i:l'l�'�,.:1': I 3' 2" 3'-0" ' DATE: HPI 080 I — I _________ _________� 4r. I 8/13118 5'_4" By2" I i 1 ' PROVIDE OURED GONG. TO GRAD FOUNDATION PROVIDESTOOP C COMPACTED 1 �I _ I �� / STONE PAVING ` 1 I I 1 o SCALE: ALUMINUM HALF ROUND GUTTER I 6-W2 I I ; — — — —— s. , FILL w/5L B ABOVE 114 — 1 - 011 D NNSPOUTPER I TOTGRADE�OUND 5,_4„ — — — — — — — — — — — — 3y2„ I — — — —— ———— _ I w L---------I----- —J �, I • _ I SHEET TITLE: kr ^s ;"l: t�4y'n• �; td ' tR,,. i3' f i^.F; `h Ott ai al PLANS 1O'-0" �'-I�2" 8'-Oy2" 5'-5y2" �T'-2„ 31'-4" l0'—O" 4„ 'T 3y2„ mvu k— LA I'm F I wmm"k S T F L 0 %0` b"I I R L I M BA S E M E I"40 T I L I A'a '[40 SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET NO: 1,436 SF gross first floor CONTRACT SET uj 1000, WVY w W O ONl N C/)® � W Z n — H No � v CEDAR SHINGLE 51DIN5 ON BUILDING M W W PAPER ON g/8" PLYWD. 5HEATHING ONY.1 2 ALUMINUM RAILING ANCHORED 2x6®Ib" STUD FRAMING WR-Iq INTO MASONRY, w/2-1/2" ROUND HG324 HG324 t m er d �— INSULATION MAHOGANY HANDRAIL us O LLJ Z ♦^�♦ W V♦ > -- - -- --- -- ------ ---- - - -- ---- -- - - -- -- - ----- - -- -- -- - - ------ -- ---- --- - ---- - - - ---- - - -- - --- -- -- -- - --- -- - w a L) v � FOUNDATION BEYOND WEIx-riRIOR RIGID INSULATION I W Z II I I I I I II i I I I I I I I <( 2: 0 II I I I I I I I I Cl) II I I I I I II -- --- --- -- -- -- -- --�--- -- - - - - --- ----- tt�-- -- ------ - - - ---- � ----- - --- -- -- -- -------------- 1---=---- -- ---------- --T--- -- -- -- - --- -- -- --�LL- -- - --- -- - - - - --- - - auU"'i-wHmEA!ms` m"l` ELEVAm"llu"ARM SCALE: 114" V -0" S (A0 j*& UTH =WEST ELE"Amol"101M SCALE: 1/4" V -0" 06 z co ¢• QI" " M C r r � J �• p a W -j• w z x ~ a z LL W• 0w Q N m N LW• w x M STANDING SEAM ALUMINUM ROOF ON 50# N CO)- BLDG. PAPER ON 5/4" PLYWD. DECKING I xb PVC FASCIA YWENTED SOFFIT BELOW. PROVIDE Ixb FASCIA OVER SIDING BELOW OVERHANG N. OF N 5 s C. �? ANDERSEN WINDOWS PER 5PEU5 w/'/4"x4" PVC, CASINGS 6 2" THK. PVC SILL. PROVIDE FLASHINGS 4 DRIP —ILL GAP OVER CASING -IFIF] ==D ip" F CEDAR SHINGLE SIDING ON BLDG. t mer d ' •� ��. �7g rn " YWD. SHEATHING ON HG325 HG325 HG325 P 80 HG325 �T s -, •G PAPER ON 1a PL CEDAR SHINGLE SIDING w/STAINED ' 2xb®I( " STUD FRAMING w/R-Iq FINISH, ON BLDG. PAPER ON 5/g" PLYYO. PROJECT NO: INSULATION 5HEATHI NG 1707 BLUESTONE PAVING 8 TREADS ON GONG. DRAWN BY: TS STRUCTURE. PROVIDE STONE CLADDING ON RISERS t SIDE WALLS CHECKED BY: - I GONG. STUCCO ON FOUNDATION (TYP) DATE: 8/13/18 I I I I ( I I I I ( SCALE: „ I I I 1-1/2"" THK. STONE FACING ON I I I 1/499 = 1' - 0" PROVIDE I THK. GONG. 5 000 ON EXP OSED I EXPOSED PORTIONS OF FOUNDATION I ( AREAS OF FOUNDATIONI O REAR. WING OF SHEET TITLE: NEW STRUCTURE - -—— —————— — — — I MASONRY FOUNDATION BEYOND - I II I I I I I I II I I I I I �' -T' _ _ _ ' _ _ _ _ _ _ __ _ _ _ _ __ _ _ ______ ' ELEVATIONS - - -- ------ -- ---- -1J - -- - - - - ----------��- ------ -- - ----- -- -- ---------�- --- - - --- -- -- -- -- ------ -------- -- -- ---- -- - - - J� 1m- uKTmnmmEAb0ftwT_ ELEVATIO' llmSHEET NO: SCALE: 1'/4" = 1' -0" immOmm" TH =WEST ELENIATIC)"kir"mm- SCALE: 1/4" = V -0" CONTRACT SET REVISIONS W Lu I- Z W TWO O ® �(0I-3/4"x11-7/8" LVL RIDGE W zWZ Z - U 11 Ixb PVG FASG I A/RA ASPHALT 5HINGLE ROOFING ON 30# VENTED PVC SOFFIT DWWU M BLDG. PAPER ON /4" PLYWD. DEGKIN6 Ixb PVC FRIEZE WI ON 2x10®Ib" R.R. 2x100I6" .R. w Z 2xb®Ib" G.T. O A TI z � w Ixb PVC FASCIA — BATT INSULATION-30 � 2x10 1611 G. . w/R- ::J��� BA INSUL TION PROVIDE SIMP50N ANGLE CLIPS L50, HVAC DUCT NAILED w/IOd NAILS IN ALL OPENINGS Q W TOP—1st FLR. PLATE ( it—VIEWING) — \�\ AN �\ ` r\ ` i 2x8®Ib" R.R. w/3/4" PL.YWD. DEGKIN6 K, TOP Ist FLR. PLATE (a � 3: 0 t COURT) Z TOP PLATE (at VESTIBULE) N Ixb PVC, FASCIA WALUM. LEADER r ANTHONY POWER BEAM. 5EE PLANS FOR 51ZE QO " GYP. BD. FINISH ON 2x12®Ib" or II-'7/8" - TJI/360 G.J., w/R-30 BATT INSULATION u V-GROOVE Ixb PVC PORCH GEILIN(G ON 2xb®Ib" G.J. 3: 3' ILIL SLE 51 -p" V I E Y `I I I VG STAINED CEDAR 5HINC ON BUILD NG WRAP ON 5/a" DING, - 0 -111E _ - PLYWD. 5HEATHING ON 2xb®I6" 6LA55 DOOR _ - O `� STUD FRAMING w/R-IQ INSULATION A Q 4 Y2" A/C PLYWD. Ix4 IPE DECKING ON TREATED WOOD ENTRY STAIRS. PROVIDE 2x8 r U JOISTS, OUT STRI N6ER5 alb", AND > PVC RISERS $ 5TRINGER COVERS RAILING w/1.0 6LA55 WALL. HOOD FLOORING ON 4 SEE SPECIFICATIONSUNDE=} HAUNCH ROTOUREINORGE ONG. -� otS Z• N UND AYMENT ON g/4° PLYWD. „ DEG INC ON 2x10®16" F.J. ABS GLAS5 51DE WALL 5Y5TEM _ FOUNDATION. SEE PLAN to Q• cn g PRO IDED AND INSTALLED BY C THERS TOP Ist 5U5FLR. LVL STEEL FLITCH SQUASH G URT w -j• W TOP FOUNDATION — -I = LATE CASED w/GYP. BD. SEE PLAN }= a Luz FOR SIZE x • _ STAIRS BEYOND ^: / / / / \ \ \ / \ / \ W• N = a �{ / \ \\ \\\ .(2)#5 REBAR j \\ c0 o GYP. BD. IN IOR FINISH ON –J u�h: / / , , % \i � \ 7 M A. 5.®48" ..�Y it 1.1@ y )G :;<:titi. . .♦:,.."}y.n:1 / ' �/ \ � \ ."� �+`, 2x4•®16 F MING w/R-13 �„ •�,-• ;..:�. °• :�; ��\ , /\ \, \ 12" DIAMETER GONG. PIER \ ' \ '` —J ' j' tyl: INSULATION t .�� Y N to fir,:;;:?>,;i'., \'#5 REBAR TO 36 BELOW GRADE -=�\k// \ //\ / EXERCASE u r ter. •',+,�...:'..t.,...1;", \/\L�J \\ \ '' T L0 K 1 = 6LA55 WALL /ENTRY DOOR TO PRE FABRICATED SPORTS 4 { `• 5 REBAR 36"/ / \ \ '\\ �-— - SQUASH GOUR BY COURT SUPPLIER FLOG ''• "~ . :`: # LANG \- /'/ r' AREA PROVIDED AND INSTALLED BY OTHERS. ;• `:�:y :,;�,:':3 ' :►': :' %' i /\ / O L— r SEE SPECIFICATIONS FOR COORDINATION 8" THK. POURED GONG. I \ \\ ` ;\\ ?,<. FOUNDATION WALL REINF. w/#5 \ \ \ \ •°j = CERAMIC TI E ON MUD SLAB '; �x~'f:Y, +y+? \�2)#5 REBAR ®24 \\ REBAR HORIZONTAL 8 VERTICAL :: . ;l,``,,;'}. \ 'i \, .i. , w/RADIANT EAT NOT IN r,' / \ / t (O WIDE STEM OF \� ,. :, CONCRETE BRACE \ P ^•-,� Y \ SQUASH COURT), TO BE LEVEL \ (� F O, w/FLOOR A COURT \�\ \\(3)#5 REBAR (TYP)', :�'p - L– W; ?';`z:'a .tiL:;,µ<;:;•:,J , �'? / /\\ / •� F \ (5)#5 REBAR 'i, `trp')`•. , .T—Yit'/h .r �3. \\ ,\ \ /\ \ / \ \\ �\ Y'; z ,.,: r:7� cn \//\ //\ /\ /\\ / .•* ai — .�'�! .L la'y'�.,� �''J"r'1`•'' , G:iJL:,Y. A. t r f. 4 [ 1 iii %1•• ':1: 'i,: TOP FOOTING / \ / .., .;::,�•. .. ;.:Y:=.:- .. •:,:.. .,. •;y ..:::.... .: .,. :` �, ri / ` i \ \ ` / /\ / /\ \ / \ GONG. HAUNCH UNDER BEARING / \ / \' \ / /\\/ rr / \ \ \x \ \' 4 THK. GONG. 5L REINF. w/6x6 W.W.M. \ \' \, \ \ \\ \ a\\ \ \\WALL REINF. w/(2)#5 REBAR \%\\ i\\\ \\ \�\ \\ \ \ / \ /\ \ \\ /\\\ \ \ \/ \ \ \ , / \ \ / / \ \\\ \, \\\ \\ \ \\ \ \ \\ \ \ \ \ \ �1 /\/ \/ \�\/\/\/ \/ ,�\ \ \' ' \ ' \ / ;/, \/, j/ \; /, /,' / \/\ \ ' \,/ \ \ \; r \ /\ \ \ ,\\ \ �\ / / i / / /. / / / % / %' \� \/ \� / // / / // / / / / / / / / ( ) ( ) PROJECT NO.: /\ \\ �_ '/ \ \ \ '; �: '/ /' / \ \/ / / / / �' / \ /\/; // /\ 1707 3 5 REBAR \ \ \ \ \ \\ \ \ \\7 1/2 THK. ERSLAB\RI6197 I LA,Tf N. SEE SPECS /' \\ \ \ \ \ / \ \\ \ \ \ \ \ \\ / / / \�\ / � / \/ \/ / ��' \\/\ \ \ ' \ /�//. \/ �\// / / . / \ / !� / \ . /\i /\ DRAWN BY: \� \/ \\/\ \/ \ \ \ \ \\ \ \ \ .\\ \\ \ , \ \ \\ /\� /\/ \�\�\ / \/ /\�\ / \ / \/\`\ /\� /\\'/ / '' `;' %\ \ \ '\ TCS j\/i\''/ \/ / / \/ / , j /j\ /� % ,\ / /\\/ j/ ///\// \/ \//\\ \/\ , . \ \i/ \ /\ . \�i . / CHECKED BY: DATE: 8/13/18 SCALE: 3/8" = 1'-0" SHEET TITLE: 9 MM U LD111MA2 ON SCALE. 3/8 1' -0" BUILDING SECTION 'A' SHEET NO: CONTRACT SET REVISIONS Lu Lu V m PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. �/ w 0 PROVIDE CONTINUOUS VENTING AT RIDGE O LL c 1) w Z — � V J Z No v 00 W w CL 2x6®I6 G.T. STANDING SEAM METAL ROOFING ON w 30# BLDG. PAPER ON %" PLYWD. O UJ D DECKING ON 2x10®I6" R.R. cf) Z w VAC DUCT A I C+ � :E / X2" GYP. BD. FINISH ON 2x12®I6" or tow Q II-1/8" TJI/560 G.J., w/R-50 BATT V INSULATION Q w �y \ZN; 3: 0 wce Z z Ix6 PVC, FASCIA/RAKE f VENTED PVC. SOFFIT \r QZ O Ix6 PVC FRIEZE 4 1 STAINED CEDAR SHINGLE SIDIN6, ON 4 WOOD RAILING d 4K4 POSTS BUILDING WRAP ON %" PLYWD. r w/5TL. BALUSTERS 5EE } SHEATHING ON 2x6®16" STUD FRAMING } SPECIFICATIONS v4/R-111 INSULATION 8 Ys" A/C PLYWD. INTERIOR FIN15H � � w SQUS GOUiZT 06 z• d < d cn a• M J � a dJ (2)#5 REBAR 1 tY -� �• o � 1 W H > 1 W --I' w z w V t a z 1" GONG. STUC,CO W• ui \ / // \/ /\/ RI61D -6*15ATION 1N511LAT'C PER,\ PRE-FABRI ATED QUASH OURT SPECS 5ET,.IN/ AMPPRObFIN6�•' 2 '°"• \�\ PROVIDED AND IN TALLER BY OTHERS. \\ \\1 \ SEE SPEGI IGATIO 5 FOR WORDINATION UNDERGROUND REINF. GONG. HAUNCH TO \ •' ' '`�• '::': �\ ' � �I REINFORCE FOUNDATION. SEE PLAN 4 X \l/ GLASS L w/D R BY OURT ri REBAR 5HOWN ON SECTION 'A' \' /Ai "x` SUPPLIER Al 8" THK. POURED GONG. \\\ / 4 THK. GO 40. SLAI 3 REINF. v4/6x6, ,{o W.W.M. FOUNDATION WALL REINF. w/#5 /\/\ ;\I/i\ '\, '_'. \\ /\` j \`/\\\ \ G'OCA ✓c. .• �L�.�� RMAR HORIZONTAL 4 VERTICAL ' �i ... , .mow , .. .. +t. ".,! •.:w•...'.'.)1 .....ir.l:.v i n u /yJ .+. t :.`c+,,• ,Y_..,:'s:+G•,.e-t;lti..is::i:.�;,..::y'. ::'e,.j,,;'.; .....,'a;.i,,,a�:q': :y...,.+•'il a7 ..1. \ /�. / / \ { .- tt� 10 x20 GONG. FOOTING Y4/3 O#5 REBAR \\ \ \ G >83 \/ \//\ / \\ / r..,.fr.,• b / / / / / ' % PROJECT NO.: 2-I/2" THK. UNDERSLAB RIGID.t�lSGL \�0 ' / � / /' �\ \/ / `�/'�/,/ / � �//�// / ,% \ .� //� // /' \\� \/ \, 1707 / \ // \ \/\ /// /// ///\\/ \ ' \%/ /�/ /�/'\ ., j/ ��/\\//`\ / // \/ \// `'/ ` % \�i/ 'i �/ DRAWN BY: /\ \/\\\ , \ , \\, \/ \�; \\\ \�\' \' \/\ \\� \;\\ \, \/��\\ /\\ . \. / \\ \/ \ / \� TCS / /�\i\ \\ CHECKED BY: ,\/� DATE: 8/13/18 0 N B U I H SCALE: SCALE: 318" - 1' -0" 3/8" SHEET TITLE: BUILDING SECTIONS' SHEET NO: CONTRACT SET REVISIONS CASED ORNAMENTAL BEAM5 ALIGNED w/1=RIEZE BOARD. PROVIDE BEADED COVE MOLDING TO MATCH PERIMETER e LU LLJ O 00 LL �: W _ , O to Z zWv Z / � O w W n � W O WD W / W ,` Q V i 0 W Q - - 3: p 01 kmm W E L E Vj'A T 10 E E L Elul' -- - - W Z Zcl) 1 2 - J Q O � _ J W cf) J T\f F,.-- L 0 U H� r — J r f SCALE: 1/2" = 1 ' —0" Z• to 1x4 PAINTED WOOD Q• GAS I NG (TYP.) o a o °d W —�• wZ3x F- a W. LL W• U � W � L:1 W• w 2 M V � p OPEN TO 5G2UA5H COURT :1707 GUARD RAIL w/WOOD P05TS AND %L `LL `L %L RAWN : TCS HANDRAIL, AND STEEL BALUSTERS PER CODE AND SPEC,I F I ...ATI ON GOAT HOOKS 8/13/18 it 1-011 U/G 4 REE INTERIOR ELEWS 511 11-011 1-011 21-011 51-011 11-611 1 VV11 ELEVAm"llu" INC 3 2•• ^ 2 2jj 2.. 5•• . W E L E V A T I 24" DEE P BASE GASINET vi/RECESSED FLAT PANEL DOORS I$ DRAWERS CONTRACT SET RE1�1 SI ONS W w0Y 28'-O" LLJ O O LJL W 31-1111 1.6 11 3'-11 tt 1.611 1.' 31-1111 611 51-1111 611 (' cl) Z Z W n Z ' o = Lu U - m a ® n 0W = z in V-GROOVE MDF PANELING PAINTED W m ON Y2" PLYWD. SU55TRATE W ` Q U V Q W 3: p W Z Zcl) p J L�J L`4'J L`+'J a O L w cl) 3: N O cy ly O -- ---- -1 �/� V/ Q• M O LJ 4" 1 LJ L`e✓J LJ —J. Ix ~ ¢ z LL � W• c=i � ww C Q W w o �4 C • N 2 r�i Q F—• v ,^ '^. CASED ORNAMENTAL BEAMS ALIGNED w/FRIEZE BOARD. PROVIDE BEADED i COVE MOLDING TO MATCH PERI METER m K. C J J 1707 RAWN BY: TCS HECKE5 EY: 8/13/18 1/2" = 1'-0" It i REFLECTED RCEILINGL L Liz D P LA ,,Lm SCALE: 1/2" = 1 ' -0" CONTRACT SET REVISIONS BEADED COVE MOLDING W WUJ 0 U Y m UPPER LOCKER v4/RECESSED �- iv FLAT PANEL DOOR i Q LL MIRROR \ uj B1, I xS w/GOAT HOOKS (' z PAINTED �. OWNER BD. PAINTED V-GROOVE MDF V t; PANELING ON BACK m r J Z <t Ix PAINTED WD. FRAME Ll --J/ D 0 ca uj uj OAK PLYWD. SEAT w/OAK ® Q. EDGE SANDING >" lz Z W m I OPEN SPACE BELOW FOR 0 z = SHOES (J) W V) > V2 W � a I,-8" I,-8" (� OWNER PURCHASE VANITY v4/SINK \4)/2' Q W W Em L E AJ" -T I uow& N Im W < > r" E 5 6 7 � /lATION w = o z NOTES: z0) =) SEE PLUMB I NCS, ELECTR I G, GERAM I G Q O TILE, AND INTERIOR FINISHES 5EC71 ONS uj N SPEC I F I GATT ONS FOR MATERIALS 3: 151-5Y2 It OTHER INFORMATION 12 -Sy2 5 5%2 PAINTED MDF PANEL DOOR v4/1x4 FLAT WOOD CASING (TYP.) 11-611 CUSTOM PAINTED WD. LOOKERS w/WOOD SEAT 06 Z• V/ Q• M a LJ r r � J r2• o � W J• W Z W ~ Q Z LL u = W• V W o (V Q we N 2 M Q �"_• U m CO c• PAINTED \ PAINTED m GYP. BD. GYP. BD. i Q . _ m 5' ` � 5 t� 01,301,33f-13Asf- � Al UN siz Ez L E 1 $ 0 '1707 S _IV2 < STONE/CERAMIC TILE FLOORING ' TCS ILL ON MUD BASE ON SLAB. 5EE O SPECIFICATIONS HECKED i 4/20/18 ° OWNER PURCHASE VANITY w/51 NK LALh' 1/2" = 1'-0" 000 INTERIOR FLEWS (D m- - \\ ,Lt SCALE: 1/2 vv = 1 ' -0" CONTRACT SET LIJ wV �e _ ,y O i I O ® � I I LL I coWI I I I Z I I I I Z LIJ Z ELECTRICAL LEGEND ® SEMI-REGE55ED STEP LIGHTS O DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT M LU V 220V RECEPTACLE OUTLET 51?SiITGH W W 1 I QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH ® a I �Q HALF HOT RECEPTACLE OUTLET SWITCH DIMMERUj Q WATER PROOF RECEPTACLE OUTLET ® TELEPHONE I Q GROUND FAULT INTERRUPTOR OUTLET EZ TELEVISION O W I , I EE HIGH HAT FIXTURE 5/D SMOKE DETECTOR t �� Iv G/ CARBON MONOXIDE DETECTOR V♦ 1 HIGH HAT FIXTURE LOW VOLTAGE j \ i DIRECTIONAL HIGH HATX SURFACE MOUNTED CEILING FAN Q SURFACE MOUNTED CEILING FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOTf UNDER CABINET STRIP HAL06EN FIXTURE V I+ SURFACE MOUNTED WALL FIXTURE -- SURFACE MOUNTED LI6HTIN6 TRACK SQUASH Q W AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT GOURT I I ® Q EXHAUST FAN LLj z SGQUASH GOURT < O I , I \` W cl) I I I I 1 I i I / I I / I I / I NOTES: t I WILL BE AMENDED AFTER WALK-THRU w/OWNER, CONTRACTOR, I I to court lighting In ELECTRICIAN $ ARCHITECT calling above I I I I PROVIDE 4" DIAMETER LED READY HIGH HATS 1 I I 1 i AT ALL TV LOCATION5, PROVIDE (2)CAT& CABL%�- (ONE SHIELDED) I glass wall AND (1) COAXIAL GABLE. it \,-to switch below -1- ---------- L- 77 rT---------,-1 ---------T�----------r7— -----------�— / g7 v ------------------------ II 11 II If II II 'r N a• I I I I I I I I I I I I TV ------ I I I I I I I I I I 1 1 I I I I 11 I I I I I I II II II II II II a i t i i i i EXERG ISE AREA furnace UJ J• F z � � ---J L---------J L--------- ---------� L--------- ---------J L--------- Q Z w ---� r---------r r----------i r---------r r---------n r----------i r--------- = W• w M p v I I I I I I 1 1 I I I I I04 a O U/G ��- ' J•`�_ �� �� LL• N = M I I I I I I I I I I I ` -- I / 1-Ico ----------' I IVIMIN(5. 7 I I I I I I I I I I 1 I A EAI I I I 1 I R / CO / (n CO I I I I I i MAIN �ANEL II � II II e n II II I I 1 I i i Of loor outlet � floor outlet DN 1 MECH. , , I I I \ I I I I I I 1 ROOM I I I I I I I I t I I I I I I 1 STOR. _��'/ 1�� i '�- -------' i I i i i I I ,- 11 I / I ` \ OF PJB ° ----- ------- 1I -- 1 IL C.J L --------J L---------J L-I------ J L-------- J L--------- ---.,--- -------/ +- ---� --1 r --------� r---------i r�------i- --------- ---------tql flowIIROOM 'to above l/ I STORAGE a `� �,. 0 ^ / I � 9$,,50' I I i I I / I I I I / I CT a - � ---� ---J +°�-------1 -_ I - L�J i PROJECT NO: -----//,----\` I 1707 1 DRAWN BY: TS Z °°° CHECKED BY:)( DATE: .� 8/13/18 \� SCALE: 1/41V = 1' - 0" SHEET TITLE: ELECTRIC LAYOUT PLANS I st FLIN, ELEC_"""""""""1"xmh1C L 'A"' YOUT ELECTRIC L A" YOUT SHEET NO: SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" UQ CONTRACT SET