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Home My WebLink About45128-Z �o�oSNFFaI��,G�4�S Town of Southold 8/23/2022 a s� , P.O.Box 1179 co m 53095 Main Rd o�47 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43352 Date: 8/23/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1975 Soundview Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 94.-1-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2020 pursuant to which Building Permit No. 45128 dated 8/24/2020 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: single family dwelling with unfinished basement, covered front entry, rear screened porch,roof deck and attached garage as applied for per ZBA#6891, dated 11/19/2015. The certificate is issued to 1975 Soundview LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0022 8/12/2022 ELECTRICAL CERTIFICATE NO. 45128 8/1/2022 PLUMBERS CERTIFICATION DATED 6/30/2022 GcKge Berry Jr ut orize ignature ��o�gQFfQ� TOWN OF SOUTHOLD ca BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45128 Date: 8/24/2020 Permission is hereby granted to: 1975 Soundview LLC c/o Fran klin,Weinrib 488 Madison Ave FI 22 New York, NY 10022 To: construct a new single family dwelling with an unfinished basement as applied for per ZBA, Trustees, SCHD and DEC NJ letter. At premises located at: 1975 Soundview Ave, Mattituck SCTM #473889 Sec/Block/Lot# 94.4-11 Pursuant to application dated 8/13/2020 and approved by the Building Inspector. To expire on 2/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,325.60 CO-NEW DWELLING $50.00 Total: $3,375.60 wilding I pector pF SOUjyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q C0UN1`1,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1975 Soundview LLC Address: 1975 Soundview Ave city:Mattituck st: NY zip: 11952 Building Permit#: 45128 Section: 94 Block: 1 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 108 Ceiling Fixtures 31 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 22 Smoke Detectors Main Panel 200X2 A/C Condenser 4 Single Recpt 1 Recessed Fixtures 96 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Dual Ceiling Fan 3 Combo Smoke/CO 14 Transformer Step Lights Dryer Recpt G8S Emergency FixtureTime Clocks Disconnect 6 Switches 93 4'LED Exit Fixtures Pump Other Equipment: 2- Fridges, Double Wall Oven, DW, Cooktop, Hood, 2=W/D's, Instant Hot, Car Charger, Dehumidifier, 3-Shade Motors, Humidifier, 200A 42 Circuit Panel (2) Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: August 1, 2022 S.Devlin-Cert Electrical Compliance Form Form No.6 TOWN OF SOUTHOL,D BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink'and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 A Date. COW New Construction: Old or Pre-existing Building: (check one) t Location of Property: _ . �cC i 4 /t✓ d House No. (i Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. q61 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Jake Levy,member of 1975 Soundview LLC 325 North End Ave.#11 K,New York,NY 10282 I, residing at (Print property owner's name) (Mailing Address) Tom Samuels do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. 8/10/2020 blwner's Signatu ) (Date) Jake Levy (Print,Owner's Name) so�rya JUL Town Hall Annex BUILDING DEPS Te ephone(631)765-1802 54375 Main Road TOWN OF SOUTH;Z!3Fax(63 1)765-9502 P.O.Box 1179 Southold,NY 11971-0959 A �. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION -r J Date: 6� C> 7.2— Building Permit No.� �,� 4L Owner: t4 -5a I �� / (Please print) 1 I Plumber: C.J/�ec>• k'(s2e— J(Please print) 1 i I certify thAt the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe i re) Sworn to before me this.30 l day of 20 oZ i I Notary Public, �ourity t�,paotNed�` �... No.01SE46PACouril UF SUpT�° # TOWN OVSOUTHOLD BUILDING DEPT. leou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING . [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I INSPECTOR ho�aOF SOUTyO� * TOWN OF SOUTHOLD.BUILDING DEPT. °`ycou765-1802 INSPEC.- I.ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: urs i� vqa wc, DATE ! INSPECTOR Of SOI/lyo Lqz�/?_b' 11 �� lJ vIr # TO OF SOUTHOLD BUILDING DEPT. Af �`��ou►m '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [_. ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE. II INSPECTOR �✓ 1 � %F SO h * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ° ] -FOUNDATION 1ST [ OUGH PL13G. ] FOUNDATION 2ND _ [ ]. INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] `FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: •>r0 _ Off:-00 L DATE INSPECTOR 5f SOUly�lo Ll S / 2-V V / [ s a0VA,9,V F c9 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,�' 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 7rwU S-7(>re y "1<St(e�o 74—�%� bf /Acl/e ounepm rAvoe azeda, at,-h & - 0-1 Z 16 AoaAr LI ..,p�A4 r,I ts- /A �/cp/ DATE D ZZ�Z INSPECTOR l v o # TOWN OF SOUTHOLD BUILDING DEPT. courm,a�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I ,�0011W 6),Othm6ap DATE -201/v INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402,4.1.2 and 403.3.4 Address of Test 1975 Soundview Avenue,Mattituck,NY 11952 Test Date 7/5/2022 Building Permit#: Compliance Pathway Performance Test-Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11713 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1St 2315 22919 Sealed Attic 2nd 1869 21117 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor Attic 12536P^1udes are where the ceiling height is less than 5 Total Volume 56572 ft. "T CFM @50 pa 1369 Air changes/hr@5 (al 1.45 Code Compliance: Pass Duct Tightness:, Post Construction , est-Total Duct Leakage System-1: 1st Floor Main Duct Location Basement Floor Area 1655 m Leakage CFM @ 25pa 65.4 CFW100 fe CFA 3.95 Code Compliance: Pass System-2: 1st Floor Rest Duct Location Basement Floor Area 660 Leakage CFM @ 25pa 2b CFM/100 ftz CFA 3.94 Code Compliance: Pass System-3: Within Condition Space Duct Location Conditioned Space Floor Area w Leakage CFM @ 25pa NIA CFM/100 ft2 CFA N/A Code Compliance: Exam t All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by .2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: '�'" Date: 7/5/2022 Christopher Silvia,Home Energy Solutions D SEP 232021 TowN OF SOUT 6LD S A M U E L S & S T E E L M A N September 20, 2021 Building Department Town Hall Annex Main Road Southold, IVY 11971 Re: LEVY RESIDENCE 1975 Soundview Avenue, Mattituck BP#45128 I am administering the construction of this new residence. I have inspected the installation of the thermal insulation, and hereby certify that it meets the requirements of the New York State Building Code, Energy Code, and the Construction Documents approved by the Town. Please put this certification in the file. Thank you, .��of NEW Y,O F F , Tom Samuels, ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 - w •amt►,` X` -, 1 - 4 i :y"y .. i� �c rJJ.'.. _y sr..'�", >�:r, " ` f r ..- �:� a� ,,. tis - .:,y�..;. 4i }� � .. �i,+, . N �� q r � � �, 4 �� t ,�,� �.-- �. ,�� -x �� - ,, �v � /�//�%%%�%%%�/� %/////�%�%�iii // �, %O///��""�"�� /�� ,�� , i /�//// � >r� tk:± �., y�;. %/i/ V / / ITS rr T. ' i�H"✓ ,,,//ice ./6%�„� - ,,. /� r 'j i a who pf wall son i , r e .,Fyn �t r, 41 s 2� � � ■ © f � � \. . . . "A Zi �� j i �� ,� . ,_"" ;1 � � , ?�,�. - ' � (r �-..,, wi�'�y i i 7 / � , e 1 � i • � • • � ® a e FOUNDATION FOUNDATION(21 ROUGH FRAMING& PLUMBING Elmo -m • =3 MORN • s t STAT E ENERGY CODE ?WT 1411%10 It IkL- - ice e�� `/z•;�..` MEW � B 1 6 • i-- i !r1 a .d t t A w: TOWN OF SOUTHOLD BUILDING PERMIT PPLV^ATION CHECKLIST BUILDING DEPARTMENT Do you have or need'the following,before applying? T0_VWNJ1ALL Board of Health SO UTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Survey Southoldtownny.gov PERMIT NO. � ; Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: u Approved A `,20 Mail to: r t i Disapproved a/c Phone:� ��C �.4Q5_ Expiration ,20 j ' d ng ctor AUG APPLI LXTION FOR BUILDING PERMIT 3 2020 F - Date , 20-W_. BUILDING DEPT INSTRUCTIONS. P.- a. This application MUST be completely filled in by typewriter or in irilc 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 degmbed. 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. . (Sign re of�applicantor name,if a corporation) P 23� 0 cin, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder i a Name of owner of premises fie7 (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: _ I TIG Snt &A leg) House Number Street "Ham,let County Tax Map No. 1000 Section 94 Block Lot 1 Subdivision Filed Map No. `LoR 2. State existing use and occupancy of premises and intended use-and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy UAlu 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost t R �, COD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units(Q(U, 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. 111du 7. Dimensions of existing structures, if any: Front 'Rear -- Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories �� 8. Dimensions 9f entire new construction: Front c� Rear. 1 Depth ©il Height Number of Stories +1© W r 1 9. Size of lot: Front �,(07 Rear 002,,E Depth �J- T/� Creed) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES %4 NO Will excess fill be removed from premises? YES V/ NO 14. Names of Owner of remisesj% UI& (L Address Phone No. Name of Architect �S t 14Address es �V eW, Phone No °� i� Cn q CS S' Name of Contractor Address �T _ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES VV 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 5t (�u 9f[� C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theGG,c� (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 t befo me this ay ofSSATEp�q/� —4fckwab Orlowski NOTARY'':''Y Mialiy Public,State ofNew York IOR6280392 '• ed in Suffolk County Notary Public ".,";�rrbP:,,�' Commission Expires 05/13/2Signature of Applicant �o�SUFEOI,�CIO Gy1 BUILDING DEPARTMENT-Electrical Inspector N TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631)765-9502 Temporary Certificate # Date t, 22 2020 Customer Name 5 ��,,,� `L� Electrician Name 1 ", ..le, Address M75 vndd,P e Aaki4yeA Phone / 6-q e-mail e-mail , Phone 6,7.1 73q $-2/ License# 1976 -mer— Size fieSize_A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 2 New "H" Frame or PoleLaiP Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 90 days from t e date above. Authorized by -V J %1 " BUILDING DEPARTMENT Electrical Inspector k. k TOWN OF SOU7;AOLD JAN 2 0 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1197V0G(58r- H Z4, Telephone (631) 765-1802 - FA)Q63 rro , -e 2 rogerra-southoldtow�n-ny.gov-,��--seandO)-southoldtQwnn v.qov eO APPLICATION, FOR ELECTRICAL INSPECTION 'ELECTRICIAN INFORMATION (All Information Required) Date. t Company Name: �-a Name: License No.: 6-7g Ma- email: Address: YC) (30---e CD-i S o u T-L,-N a Phone No.: ra g g 4 JOB SITE INFORMATION (AJI Information Required) Name: r->U f� IJ 16-W L C- Address: /q7.5- � oLj,,jf> u(ao aw, /1?477-/-rc-)cx- Cross Street: V-,r< Phone VI o.: --<�- 73 S a 1 -7 Bldg.Permit#: q6-1 Q 8) email: Tax Map District: 1000 Section- Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ar---Al Circle All That Apply: Is Job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp, Information: (All information required) Service Size01Ph 3 Ph Size: SOD A # Meters Old Meter* New Service Fire Reconnect- Flood Reconnect- Service Reconnected Overhead # Underground Laterals1 2 �=Fra m Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection ForTn.)ds k i ��°suF ,�� STO�ll�l��l WAT]EIK Scott A. Russell supERvisoR Cn AM[ANA.G]EM]EIN F SOUTHOLD TOWN HALL-P.O.Box 1179 � ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Soot]�Lol, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE I~O1:,lLOW)<NG: YeS 0 (CHECK ALL THAT APPLY) ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface: ❑[YB. Excavation or f illing involving more than •200 cubic yards of material within any parcel'or any contiguous area. ❑[v]�C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑d E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [�❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal 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 K County Tax Map Number! Chapter 236 does not apply to your project. 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 Ower,Design Professional,Agent,Contractor,Other) S.C.T.M, #: ., 1000 Date: �j �� q�� District NAME: ��M�nn.�cam'i 'A ' q 1 T t T&3— u mn Section Block Lot �` `=�`� **** FOR BUILDING DEPAR'1'MENT USE ONLY **** Contact Information: �g,�J` 71B4 (,o `'C V • (ielephoir Num6rc1 Reviewed By: Property Address/ Location of Construction Work: Date: — — — — = — — — — — — — — — — — — tn�� auy U nr,l i(_,,, , ❑ Approved for processing Building Permit. I, CMJ �j Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM# SMCP-TOS MAY 2014 APPLICANT: #" s.c.T.lvl. . l000 St1� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) (O �f� r�1 (-�``( ' 1 � � Stormwater Manageme 't Co>itrol Plah CHECK LIST ��' Section Block Lot �i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. NAME: ,, Date: a �k The applicant must provide a Complete Explanation and/or Reason for not providing > of all Information that has been Required by the following Checklist! Signal n: devimae Nam4r. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �0 b. Total Site Acreage. 00 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing &Area of Proposed Land Disturbance. ®00 f. Existing&Proposed Contours of the Site (Minimum Z Intervals) �0 g. Location of all existing& proposed structures, roads, driveways;sidewalks, drainage*improvements&utilities. h. Spot Grades& Finish Floor Elevations for all-existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. �0 .j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). �0 m. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing than the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two M inch 000 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval" Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. ®00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,Swale"etc.) F--1jr 11 *** FOR ENGINEERING DEPARTMENT USE ONLY**** I ❑ Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I ❑ SMCP has been approved by the Engineering Department. FORM -1 SWCP Check List-TOS MAY 2014 Town Hall Annex ' �,* y t<< Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRG-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: S o,)vtav(ew LI� Location of Property: 1176 '�JWaV;0t2 7W�i. _ Please take notice that the (check applicable line): New commercial or residential structure. Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): V" Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: TamarL"'s Name (person submitting this form): �(M �(, Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective.1/1/2015 Glenn Goldsmith,President �QF SO&P Town Hall Annex � Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski cA ,e G @ Telephone(631) 765-1892 Greg Williams a0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES July 16, 2020 TOWN OF SOUTHOLD Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Attn: Thomas C. Samuels RE: 1975 SOUNDVIEW LLC 1975 SOUNDVIEW AVENUE, MATTITUCK SCTM#: .1000-94-1-11 Dear Mr. Samuels: The following action was taken by the,Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 15, 2020: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8930 for the reconfiguration of approximate 9650sq.ft. area that is to be cleared in order to fit with the new design of a house and swimming pool, with all construction to be located beyond the Trustee jurisdiction; and as depicted on the site plan prepared by Samuels & Steelman Architects last dated March 5, 2020, and stamped approved on July 15, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd (+5(,:)-s Glenn Goldsmith,President %QF SU�TTown Hall Annex A.Nicholas Krupski,Vice President �O� 0�0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III ( Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES JUL 12 2022 ED TOWN OF SOUTHOLD BUILDING ntPl. I OWN OF SOUIHOLD CERTIFICATE OF COMPLIANCE # 1793C Date: February 4,2021 THIS CERTIFIES that the clearing of an approximate 9 650sa ft area located between 50' and 100' from the top of bluff for the purposes bf constructing a dwelling in-ground swimming-20ol and gppurtenances which will be located more than 100' from the top of bluff• with the condition that no clearing is done within 50' from the top of the bluff pursuant to this permit; At 1975 Soundview Avenue,Matti-tuck Suffolk County Tax Map#100094-1=11 Conforms to the application for a Trustees Permit heretofore filed"in this office Dated November 14,2016 pursuant to which Trustees Wetland Permit#8930 Dated December 14, 2016,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for clearingof f an approxfmate 9 650sq ft area located between 50' and 100' from the top of bluff for the purposes of constructin -a dwelling, -ground swimming pool and appurtenances which will be located more than 100' from the top of bluff,with the condition that no cliranng is done within 50' from the top of the bluff pursuant to this permit. The certificate is issued to 1975 Soundview LLC owner of the aforesaid property. All h ' e 1 a ure New York State Department of Environmental Conservation Ak Division of Environments{Permits ism 121,Bulkling 40-SBNY S"Brook,New York 11790-2356 Telephone(631)444-036:5 Facsimile (631)444-0360 Denise N.Sheehan Commissioner UTMI March 31,2046 Mr.Gerald Weber NYSDEC# 14738-03463100001 73 W -way Welber Property- Northville NY 11901: 1975 Soundview Avenue 1V *dituck NY SCTM#1000-94-1-11 Dear Mr.Weber: Based on the infor tion you submitted,the New York State Department of Environmental !Conservation has made the fbilowing determination. The portion of the referenced property landward of the top of the bluff,as shown on the survey _ prepared by Wallace T.-Bryian Iest revised on 2/21/06,is beyond the jurisdiction of Article 25(Tidal Wetlands). The.portion of the referenced grope greater than 100 feet from the NYS freshwater wetland-boundary delineated by R. Marsh on 7/2 l05,as'shown on the surrey prepared by Wallace'. 3; Bryan last revised on 2/21106,is beyond the jurisdiction of Article 24 Freshwater Wetlands. Therefore,in accordance with the current Tidal Wetlands Land Use Regulon (6 NYCRR Part 661) and the current Freshwater Wetlands Permit Requirements Regulations(6 NYCRR Part 663)no - permit is required. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or within 100 feet of the freshwater wetland boundary,as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the gr -v:veget tiom-vntbia Z'idal:Wetlands or:Freshwater Wetlands' junsdiCtion which may rdstilt rori yoi protect:- Si cl9 ieoantzons shay include maintaining an adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 1 S'to }: 20'wide construction area)or exacting a temporary fence,barrier,or bay bale berm.. Please be further a&ised that this letter does not relieve you the repoilsibibty of obtaining any necessary permits or approvals from other agencies. l t erg; -BOARD MEMBERS �- Southold Totiwr Hall �� QUr Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 1197I-0959 Eric Dantes st Office Location: Gerard R Goehringer Town Annex/Fast Floor;Capital.One Bank George Horning %`�'� �' Yo' 54375 Main Road(at 1`��utiga Avenue) Kenneth Schneider ' �'011 P F-I Southold,NY 11971 http://soutboldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 19,2015 ZBA FILE:#6891 NAME OF APPLICANT:JuJax Partners,LLC SCTM#1000-94-1-1 I PROPERTY LOCATION: 1975 Sound View Avenue(adj.to Long Island Sound),Mattituck 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 R category of the State's List of Actions, without further steps under SEQRA. -SUFFOLK COUNTY ADMINISTRATIVE CODE., This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 9, 2015 stating that this application is considered a matter for local determimidon as there appears to be no significant county-wide or inter-community impact. L&RPDE�'1 ERMRMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 3.7 acre parcel located in the R-80 zone district. The parcel'is a water front parcel with 340.84 feet of bluff frontage on the Long Island Sound. The property runs 352.67 feet along Sound View Avenue. The property runs 473 feet on the East side and 500 feet on the West side. The property is a wooded parcel and is not improved. All is shown on a survey by Wallace T. Brown L.L.S.dated 5/3/05 and last revised 7/1/15. BASIS.OF APPLICATION:Request for variance from Articlell Section 280-9A&B and the Building Inspector's Notice of Disapproval dated September 8,2015 based on a building permit application for lot recogniticit_at; 1) subject parcel is not a recognized lot. RELIEF REQUESTED: The applicant requests that the Board of Appeals determine that the subject property located at 1975 Soundview Avenue, S.C.T.M. 1000-94-1-11, should be recognized by the Town of Suu►bcld as a legally existing lot. BACKGROUND INFO.RM, The above 3.7 acre lot was part of a 40 acre tract which dates back to Rupert P.Burns and Maty F. Burns to Frank and Tekla Krupski conveyance from 1919 (Liber 974 page 26). The farm that included the subject parcel extended from Main Road to Long Island Sound. The above lot was split off from the larger parcel when Soundview Avenue was laid out in 1933. In as late as 1959,the deed which included this parcel continued to describe the parcels as two parcels(a 40 acre tract and a 20 acre tract). The 3.7 ttcre parcel in question did not show up as a described parcel in any deed prior to 1983. The first deed with the described 3.7 acre parcel was conveyed from Joseph P.Krupski and Catherine M.Krupski dated August 21, 1996(Liber 11789 page Nese 2 oft—3anuary 19,2015 - ZBA#6891 Ju]ax Partners,LLC SCTMW1000 94-1-11 893)to Catherine M.Kruupsl i. Thereafter the lot was sold to Gerald A.Weber on September 18,2002. The parcel has continued to be described as a 3.7 acre parcel north of Soundview Avenue and south of the Long Island Sound. FINDINGS OF FACT/DRTERMINATION: The Zoning Board of Appeals held a public hearing on this application on November 5,2015 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the proputy- and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and snakes the following findings: 1. This parcel was created in 1933 when it was split off of a larger parcel. The parcel was split when the Town of Southold created Soundview Avenue. The highway superintendent Harold Price laid Put the road with the consent of the Town Board of Southold and the owner of the property. This lot has rasa iih*e l as it is today since 1933. Moreover the lot is a conforming 3.7 acres in a two acre zoning distrkt'(R80 zone). The lot was created prior to zoning or any subdivision regulations. 2. The Town Code Article II Section 280-9"Lot recognition"when it was adopted did not anticipate how the definition affected conforming pre-existing lots. 3. The lot is a conforming size for the zone district it is located in. -RESOLUEON OF THE BOARA: In considering all of the above factors,motion was offered by Ml entbO Dantes, seconded by Member horning,and duly carried,to Determine that the subiect rot Irno�vn as SCTM#1000-94-1-11 (1975 Soill�d devi Avenue MAULA&L- W1 is a recognized fot. Vote of the Board.- Ayes., Members Weisman.(Chairperson), Horning, Dantes, Schneider, Goe3rrlawn This Res Ia 'op-was dul��ado cd(5-0). l 0 t Leslie Kanes'Weisman,Chairperson Approved for-filing f//,I 12015 i sr ,n a rmar�arz«>�•_,,,,,..., rrrrnr rsmnoz irn 77 ° . , ELEVATIONS IN NGVD 1929 DATUM ti °< ry ,� �R MARK 8'� DEEtJ w ORO\NPR NIGH WA _ M -H ., � WOOD BUUCFIEM � MEAN HIGH WATER LINE 332.t33' / C3 BOTTOM OF BLUFF7 -..... / <., � TIE LINE.,._.._.�.. ... ___.... . •..,._�.�y_�-�=�.,_————� • ————�/� � BULKHEAD 8.4E -. Iyst•59 "� E � — —�— —. -20 �� ----- w — X30- ---- E / — ;BLUFFS \ / / / o / ,50- TOP OF BLUFF \}. — ""J� a„ cq COA$TA FRO�OR HAlAR\ in 60 _ ppROMA�LOCA \I\ // tai LLJ / � 62 ,NRS C�Op I � I 12 °? w in / I o M �IN / 1 \ 1cs 's 62 •�'5�. CS z 0 Vo1 LLJ V `th // ///��/ ✓r'br C/ ro 4 0 F ENj 9'I R• •6 '�' <�' ��of Pa `�c�ol � •, � oyNo BOON FR�gg# RE_ Y__ .._.. ........... .... • _.___ SEN I DATF- q 1 w g € • El v°�3g ;.� THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OR RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. I ,_._ __•;. .,'-,_ ,__„-•,_.� THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED .° ` ; !j f BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THEd� NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL 7. 7 .9' °£<s° OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, CERTIFICATIONS INDICATED HEREON --'' --'” ' '- -rm-"--•-•-----.•- SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION° CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITI❑NAL INSTITUTI❑NS OR SUBSEQUENT OWNERS. €p ' £ � #(�,:>"�p, �•• -t"'<:" ,., @.✓ <,.' �,.,. a A P 0 6" . D�µ _ � ,R;t Lb i_Lwk i' , a ,.$� 6W °?WE e � 7"S `:E"7, tt,R a...t..:a f"'!<,._ ,<icerJ.)cd Land Surv,,,vor 5 � '.�.r 3 vF'cA:',.,£} if„`:, €.. K €I':.i€£�'+�'s�'lt.,�'-0) Gr VAl'!TAININ0, THE PECORDS OF ° y .% g yg £ '{ �s°*y 9 a ya",,, ..Q .�-,,,- I"„”`' °y '!^ r•`Ct C` r -r£: , {:•.r. ,y...8 �I"'. @.r�•• w, e✓'w.� 3 I�r 0 ice,i;. .g C`+»/U,i��w.i �t Gcwa�.ro = u.. .4 s�„'•ss'4„S; k,< I..,'<< `g.."�s a> , € °;Es 1 :, ! �x ->-.-,•tos r, � ) ,ssy�, m�ma+ zrm mrmrr�yr zrkmramsrirormrmr ,r„,narmimi�x r,^•;;',r�ir:v'::•.,.rr;+>nmrw• ynr ,,.'<:' Y Y<,< f"!'( 27 < C% ` ” r,B y>: f A Z I E k i, D.- F” 1 Id,t P•:' f'��Ir:.r 31 J€,i "¥ ?' z :C (...t ) `, 3 C< _ _v &.i�}.d"rr-0 ,��Ek i�.`E,.�iY S �);�fa /7ly�l.i f p y �ti 472-17/1 ' .�,�.<.wr 3 s F. E .,'t %3'a .✓ <..w< ,s"ES.��fi>'z,µ' s_.,. ,.,J �1",,”'a..o a /"Ld,i "f —:Jr/Ly m myc�r ra�aizwriimia� SWPPP NOTES AND DETAILS AP RO ED BY so' MIN COMMERCIAL SITE DATA BOAR OF RUSTEES STABILIZED CONSTRUCTION ENTRANCE 30' MIN REIPENTIAL TOW OF UTNOLD NOTES: SCTM # 1000-94-1-11 EXISTING �„ EXISTING DATE �V J5. 2020 1. Stone size -use 2 inch stone, or reclaimed or recycled GROUND PAVEMENT PROPERTY: 1975 Soundview Avenue concrete equivalent. ADDRESS Mattituck NY 11952 S./ RDINARY HIGH WATERD: 2. Length -not less than 50 feet(except on a single residence . .; '; MARK BY DEED OWNER: 1975 SOUNDVIEW LLC I lot where 30 foot minimum length would apply). • "'' N54.2654"E c/o Franklin, Weinrib, Rudell & Vasgfillo- 1T1Tfmi(f 488 Madison Avenue, 22nd floor 3. Thickness -not less than six(6) inches. o/. New York, NY 10022 FILTER MOUNTABLE BERM � 2" STONE OR CLOTH (OPTIONAL) o 4. Width -twelve (12) foot minimum, but not less than the full PROFILE h0 340.84' SITE: 161,246 sf = 3.70 ac width at points where ingress or egress occurs.Twenty-four RECYCLED CONCRETE / (24) foot if single entrance to site. ' /W ZONING: R-80 5. Geotextile -will be placed over the entire area prior to so' MIN WMMERGIAL LONG ISLAND SOUND placing of stone. 30' MIN REIVENTIAL, / /�'� SURVEYOR: Wallace T. Bryan 273 Snedecor Avenue 6. Surface water-all surface water flowing or diverted toward OTTOM OF BLUFF Z construction entrances shall be piped beneath the entrance. / Bayport, NY 11705 if piping is impractical, a mountable berm with 5:1 slopes _�-�"� N61.5g�14,�E LICENSE # 49273 will be permitted. - �o EAN HIGH WATER LINE DATED 9/23/19 LU 7. Maintenance -the entrance shall be maintained in a Z _ / F- condition which will prevent tracking or flowing of sediment ° ,• 20--/ _- TIE L/N onto public rights-of-way, all sediment spilled, dropped, , w -__ E washed or tracked onto public rights-of-way must be >` `' > --___ removed immediately. X IT11�G`�. :` 8. When washing is required, it shall be done on an area ,. ,'' . ` '' '' z - - 32.83' / stabilized with stone and which drains into an approved `-____ __ `_ NE(GHBO :I NG Long Island Uj T.: Uj sediment trapping device. 40- _ - ---- -- Sound 12' MIN. OR MATCH " ' w -_ _ -� WOOD e X _ 10 BULKHEAD of SITE 9. Periodic inspection and needed maintenance shall be ADJACENT ROAD WIDTH �'•< ' O -_- - --- - provided after each rain. /- --- --___ -1\ /� ,.e W PLAN _-f __ -- i a STABILIZED CONSTRUCTION ENTRANCE _-- ---4 - --\\ �° Q 1 NO SCALE 60- -- I OF OF E3� '`�`- \� X20 10' MIN. 62 � -- --50---- LIJ TOP OF EXISTING GRADE `-�____ __-_ _-_-_- _ ----_ / 30 CAST IRON FRAME AND COVER _ �' _ - --- TO ` - \\ 62-_ ---- ------ � TO GRADE (AS REaU I RED) TRAFFIC SLAB (SEE 62 / �� LIMITS OF CLEARING \ \\ 40 0 �a�G��a d PLANS FOR LOCATIONS) AND LAND \� - w. e� O I _ _ 0 F� SETBACK LINE LIMITS OF CLEARING A1�lD APPRO> I/ A ATIo I o D I STURBANCE I \\ ` � \_ \� m e< s / - L= _ N Go 45T I\ FROi� TOP OF BLUFF __ T <e +/-43,000 SF 50 a LAND DISTURBANCE AL EROSION \ I �� `o°<d +/-43,000 SF �- - �Z- LIN>_ _ PRIOPOSED CLEARING LOOATED .`` E +KEEN 50' SETBACK ANDS 1pg' • 1� J� 10�` O DRA I NAGE I - - _ SE AGK LINES +/-q 650 5F 1 G � ® ® ® ® ® ® ® ® ® � BASIN FOR PROPOSED SILT FENCE I / _ _ '-'--7- - _ Q to 60 11�eut j ® ® ® ® ® ® ® ® ® � SIZES SEE DURING CONSTRUCTION I / �- ` - f °• Z O ® ® ® ® ® ® ® ® ® O SITE PLANS SEE DETAIL O 3 min ® ® ® ® ® ® ® ® ® } BACKFILL SP1 I j o o // �. Z W ® ® ® ® ® ® ® ® ® 0. MATERIAL MINIMUM 4 FT. LOS REI // / 62 LLITEST HOLE ® ® ® ® ® ® ® ® ® TO BE " I FOR POOL AT FOOL. d , NO SCALE INFINITY EDGE AT POOL �� LIMITS OF CLEARING BY K. WOYCHUK LS ® ® ® ® ® ® ® ® ® _ GLEAN /�/ AIRISDIGT pN LINE IS' 1' LS1'-3" I / AND LAND SAND AND - _ / TEST HOLE DATA 5 / 28 / 16 ELEV. + 62.3 Z GRAVEL POOL BACK 62 - - - 4O' 1 651-11-e7" DISTURBANCE GROUND WATER WASH DRYWELLI / --._ /'�t s �S. +/-43,000 SF - 1 • / x I.o I. = --- //:o m FTggC 0.7 F1'. SANDY LOAM OL 1 PERMANENT STORM WATER RUNOFF CONTROL MEASURE AASSG OD G Poo� [+M'LINI-o LANDSGAPEDA� ' �`----- �USTEES 06 Z- ?�• O 6 H-QSE" O / - A 6 _ JUISTIONLIN M DRAINAGE RING TYPICAL TERRACE _ 62/oE w / _ / / -- BROWN CLAYEY SAND SIC r N Q• M . �Te'4C(f REAR YARD +E664'° z t ONi GRADE'-i_I -- - + x _ REAR YARD 6 PROPOSED SILT FENCE 2�6 FT. 2 NO SCALE SIDE YARD CLEA-N I-_ IDE YARD DURING CONSTRUCTION J o / OUT iv TEP RAGE Por�GH J \ Q `ON GRADE ; ;. r} \� SEE DETAIL 3 y SP1 PALE BROWN MEDIUM w - i PROI�oSED W\ 17 FT. TO COARSE SAND SP = Qz ' PRDP05ED NEW SEPTIC SYSTEM FOR � G II RE5IDEN � �r� a � = W' � M � WIRE FENCE W/ �* 65.4+ PROPOSED NEW UNDERGROUND COMMENTS: NO WATER ENCOUNTERED a N BEDROOM RESIDENCE AND POOL HOUSE �.,4 654 I >1RST FIN SLR ELEv +6-t.e , ` ,, �- PARKING 6ARA6�,•5 Alii E E 66,0 REGRADING / DRYWELL5 FOR STORMWATER W• " _ FILTER CLOTH - 2000 GAL SEPTIC: TANK (57) LP - AREA AR G v - CLEANOUT / T e s BASEME T 5L 7 5 As sHowN / L RUNOFF FROM BUILDING SEE , / s.0 / DETAIL 2 Q H 6Z SURFAG FILTER CLOTH MIN. 6" SURFACE - (2) 10 FT x 8 FT LEACHING POOL (LP) - -- - +64.0 / BELOW GRADE FLONNAGE - (1) 10 FT x 8 FT FUTURE EXPANSION (EXP) L _ �p / SP1 Cl) N, X +66. +64� I � 3.�' . ' SIDE YARD ��J/./ N O F DRAINAGE CALCULATIONS LEAN OUT l0 // N FRONT YARD Tonal Lisa, Minakyan Nisan AREA OF RESIDENCE (DW-A) 6 Luquer Rd, Manhasset, NY 11030 DRY WELL AREA x RAINFALL x RUNOFF FACTOR AND FR / 2375 Soundview Ave (DW-A) 2,303 5F x (2/12 FT.) x 1.0 = 384 GU. FT. TEMPORARY STORM WATER RUNOFF CONTROL MEASURE TESTGONGR . __ *n `: `;' / 1000-94.-1 -21 USE: 3 8 DIAME R x EL +62.3 6z _N`� �, '�� x ~`��a`'. 'yL .WASHOUT AREA / ( ) TE 4' HIGH POOL ER SEDIMENT CONTROL DETAIL ' s' '' s DWELLING WITH WELL (3) 8' X 4' STORM DRAIN RING = 506.'7 CU. FT. EROSION & S ~� •''��` PARKING AREA PROP05ED NEW UNDERc5ROUND T� '; 't?t ,. , !!, PROVIDED REQUIRED pF NO SCALE RE6RADING M a;s GRAVEL SURFACE I 4 3 . w _ DRYWELL WITH METAL INLET GRATE / AS SHOWN '" I / 506.'7 GU. FT. > 384 GU. FT. G.sA�, FOR STORMWATER RUNOFF FROM so• '$, / s S owNG Cl) EC< DRIVEWAY SURFACE TYPICAL 1 / AREA OF RESIDENCE (DW-B) ;, . '°� (P ,. , DRY WELL AREA x RAINFALL x RUNOFF FACTORPROPOSED NF-Vq ;; �- �•=�'�;' "� NDERSROUN N O F -� ELECTRIC,CATV, UTILITY' ; I ' 1 / / PROPOSED NEW UNDERGROUND DRYWELL WITH (PN-5) 1,834 5F x (2/12 FT.) x I.O = 306 GU. FT. Sachs Richard E. / POLE ON ROAD TO RESIDENCE / U5E: (2) 8 DIAMETER x 4 HIGH POOL � v \ DRIVENAY METAL INLET GRATE FOR STORMWATER Qui' �' PO Box 1261 0 / GRAVEL / (2) 8 X 4 STORM DRAIN RING = 33'1.8 GU. FT. ` r- f Z \ PROPOSED SILT FENCE SURFACE �. / RUNOFF FROM DRIVEWAY SURFACE TYPICAL PROVIDED REQUIRED Mattituck, NY 11952 6 \ DURING CONS UCTION - / 1 155 Soundview Ave 3.� � '\ SEE DETAIL s % bZ /7 � �TRUSTEES 33'7.8 GU. FT. > 306 GU. FT. 1000-94.-1 -10 o \ SP1PROJECT NO: •e v ) F / $ NYSDEC FRESHWATER JURISDICTION LINE AREA OF POOL HOUSE (DW-C) 1911 VACANT N/ I m � � � �� M DRY WELL AREA x RAINFALL x RUNOFF FACTOR PREFAB YARD BA 51N (4x4) PIPED TO DRYWELL D DRAWN BY: e� 60 y / LIMITS OF CLEARING AND LAND / (DW-G) 374 5F x (2/12 FT.) x I.O = 62.4 GU. FT. DISTURBANCE +/-43,000 SF / PROPOSED NEW , , / / UNDERGROUND p / / " o U5E: (1) 8 DIAMETER x 4 HIGH POOL UT 60 �/ / ;.j ;" min' P EL �LAI:ER LINE / �N (1) 8' X 4' STORM DRAIN RING = 168.-1 CU. FT. CHECKED BY: 900.0f ;:j �So LocATPON .� PROVIDED REQUIRED 1,2-10 f t TO PURL _- S50.22'4� W _ :' -35.2.67' ACT. 35`2' DEED 168.-1 GU. FT. > 62.4 GU. FT. WATER LINE -.._.._..�._.._.._.._.._.._.._.._.. ��-_:.---- ------64- --- DATE: POLE --i � -••- -��•' .>;'�-.. ..-..._..-..._.. _--- 45 EDGE OF PAVEMENT OLE AREA OF DRIVEWAY (DW-D) 3/5/2020 P�� DRY WELL AREA x RAINFALL x RUNOFF FACTOR SCALE: ' / POLE (DW-D) 5,225 5F x (2/12 FT.) x O.-1 = 610 CU. FT. ill - 30, - 0" SOUNDVIEW /50' WIDE RIGHT OF WAY I AVEN E - USE: (4) 8' DIAMETER x 4' HIGH POOL � (4) 8' X 4' STORM DRAIN RING = 6'75.6 GU. FT. SHEET TITLE: PROVIDED REQUIRED 6 EDGE OF PAVEMENT 62 _-_ 6-15.6 GU. FT. > 610 GU. FT. 64 PROPOSED NEW WF SITE UNDERGROUND DRYWELL NEW FRAME FOR �. yyF FOR STORMWATER RUNOFF ELECTRIC METER - PLAN FROM DRIVEWAY SURFACE WF TYPICAL 57ABILIZED CONSTRUCTION , ENTRANCE SEE DETAIL 1 SP1 POND MAR 9 2020 SHEET NO: THE NYS FRESHWATER WETLAND BOUNDARY AS DELINEATED (FLAGGED) BY R. MARSH ON 7/20/05 N/O/F - - Krupski Eugene P, Krupski Maryann T " L 2230 Soundview Ave, Mattituck, NY 11952 SCALE: 1 " = 30' -0" 2230 Soundview Ave 1000-100.-2-3.2 SCHEMATIC DESIGN #�5 DWELLING WITH WELL t , S`iITE DATA 6ARA6E EE EL 66.4 ET �` ,,�f GRADE LINE ELEVATION 66.1 ET. SCTM # 1000-94-1-11 GLEAN OUTm PROPERTY: 1975 Soundview Avenue RESIDENCE I=I= EL 67.5 ET ADDRESS Mattituck, NY 11952 RDINARY HIGH WATER , MARK BY DEED OWNER: 1975 SOUNDVIEW LLC j 6RADE LINE ELEVATION 65.E PT. N54.26'54"E c/o Franklin, Weinrib, Rudell & Vassallo GLEAN OUT o• 488 Madison Avenue, 22nd floor J Q GRADE LINE ELEVATION ±61.ci PT. �/ New York, NY 10022 0 I ' MIN. 2' MAX. h/ 340.84' SITE: 161,246 sf = 3.70 ac OL 9� 1/41 '/I=T. /� ZONING: R-80 1/4"/FT. I/8"/FT. TOP OF POOL 5cf.43 ET. o SEPTIC LONG ISLAND SOUND LEACHING /M SURVEYOR: Wallace T. Bryan TANK POOL BOTTOM OF BLUFF Ba ort, Nor Avenue Z E. +64.6' 1E. +63.5' 1E. +5cl.2' E30T OF POOL 51.43 ET. N61*59 •/ Bayport, NY 11705 i+4 E LICENSE # 49273 10-- __ EAN HIGH WATER LINE DATED 9/23/19 0 _ LU V GROUND WATER '76.0' 8' 3' MIN 20-_ TIE L✓N LU (;Am"1m10% N MAP F- 413' � _ '- ---_---- �-,o / F- 30- - ��__ 332.839 --20- X15TI N6 Uj FILE _ NEIGHBORIN6 Long Island W 40-_ -_--_--- _ -�-„ _-\ --' _ to WSITE z WOOD Sound e --__ �� ---30- BULKHEAD e�° (N.T.S.) -- P° Z 60_-=-_--- ------------------ TOS' OI' �3L��1 _ _ 20 � --- \ Uje 40g Gr LLJ D 1 -__ _ _,gxIMA \ I O F� SETBACK LINE -_"j co lea e O / LIMITS OF CLEARING AND / I -� LOG 1 o FROM, TOP OF BLUFF _ / \\ � e�c< LAND DISTURBANCE 1 _AT►oN c=SrAL BION ", I I \� �-- So � / +/-45,000 5F 1 YAZ MINI= PRb _ - 1 \ PO5ED GLEARIN6 LOOATED 1 Jae A +YeEN 50' SETBACK ANDS i•O�' 1 �� 'o 5E AGK LINES +/-9,650 5F � / \ L' `0 ry PROPOSED NEN I ` / 62 TEST HOLE •� ENDEIRRI� D b„ �r/r NO SCALE BY K. WOYCHUK LS .A1RIS _�� LINE PROPOSED NFA I / � I'"D POOL BACK / LIMITS OF GLEARIN6 AND TEST HOLE DATA 5 / 28 / 16 ELEV. + 62.3 2 --- - I / SD,c / ---- / � LAND DISTURBANCE WASH DRYWEL.L1 _ +/-43,000 SF Poo " +61.00.7 FT. SANDY LOAM OL ,l b1.0+ � 1` - __- // -- - NQ WO EQUI T /�/ LA +61.6 .-,- 08 Z /ry/ SNO A5 5H0 6 RE POOL 20 x 40 b. A 66. - � ISDIGTION LI // , n ^/ F � ✓LR- ,.TERRACE 62 --- -- 62 PROPA +66.4 � 1 RADE_;:I +' :. i / --.� 2.6 FT. BROWN CLAYEY SAND SC cn Q / ELEV ON 6 x - L uu{{ 62 TANK Q F _ PORCH \ y o o . ctrl \ ,u QN GRADE +6 I 63.0 PALE BROWN MEDIUM w -�• _ 3 a v � / CLEAN min • >°le o ® ' PROPOSED NEW �) 17 FT. TO COARSE SAND SP Z U- RE51 DENGE PROPOSED NEW SEPTIC SYSTEM FOR e' w• , o EDROOM RESIDENCE AND POOL HOUSE EXP mn 65.91+ 65 + 2 STORIPS,"I B ROOMS►W a / PROPOSED NEW UNDERGROUND COMMENTS: NO WATER ENCOUNTERED Q N O TOTAL 68055 LOOR AREA, 4,225 5F, C O x \ FI FIN FLR ELEV+67.5 000 GAL SEPTIC TANK (5T) / LP 1'a 5T se tic -. PARKING &A SLAB ELEV+66.0 1N& ✓ DRYWELLS FOR STORMWATER g w. N F LEANOUT I'q 62 5ASEMENT SLA5+51.5 SHONE" ✓ RUNOFF FROM BU I LD I N6 - O 10 FT x 5 FT HT LEAGHIN6 POOL (LP) / LP lo, i4 \ +64.0 63.0 ✓/ - O 10 FT x 5 FT HT FJTURE EXPANSION (EXP) C0 N / 65.91+ +66.0 \ 62 /��/// N/p/F SUFFOLK COUNTY DEPAM.m-NT OF HEALTH SEFYICca GLEAN OUT 5.4 +64. l o' '6/ / min �i / Tanal Lisa, Minakyan NisanPEi?1IT FoR APp:;OVAI. OF CONSTRUCTION FOR A PROPOSED NEW UNDERGROUND 64 \ / / 6 Luquer Rd, Manhasset, NY 11030 SINCLL F'AmiLy Rr.'sm:txr-ONLY 2375 Soundview Ave DRYWELL WITH METAL INLET GRATE TEST HOLE / 1000-94.-1 -21 FOR 57ORMAATER RUNOFF FROM / EL +62.3 62 x _/ LI �/ ./ DWELLING WITH WELL \N YO DRIVEWAY SURFArE TYPICAL RE&RADINS �/ m PARKINS-AREA C�,TE (t t�IZ'�� H.S. 12�'�'. No. Ej1 -1" -3 � 04�� Rk A5 SHOwN 6 0• I &RAVEL. SURFACE '�T�"`" SAMG. ( / APPROVED -- - 60 AS SROM z m 0., F r.R r 00 A r co RE&RADIN6 ) �a '�' �•�`� �`i� OF FOI2l�AX,n$U�. 1 U �� w o y l ---- LEACHING pET RADIUS `, I EXPIRES Ti-REE YEARS FRO PA DATE OF APPROVAL � N/0/F \� COLS FOVNO SANIT 3g / i PROPOSED NEW UNDERGROUND DRYWELL WITH Sachs Richard B / N WIT ARY DRIVEWAY I / METAL INLET GRATE FOR 5TORMWATER PO Box 1261 D NIN RA0/ / &RAVF1 / C1�'✓ Ma ituck, NY 11952 6q VS 62 RUNOFF FROM DRIVEWAY SURFACE TYPICAL 1 15 Soundview Ave PROPOSED NEN UNDER&RouND r p 1000-94.-1-10 3f1 �I ELECTRIC,CATV,FROM UTILITY / � , / -� PROJECT NO: ,� 1 POLE ON ROAD TO RESIDENC / / , = 1911 NT I 1 �, TRUSTEES YSDEG FRESHWATER JURISDICTION LINE F.e� c� �an�"*�� rr;=0�_ ��Y � 9 ?ti71. o• I r'/ % / / / h PREFAB YARD IN (4'x4') PIPED TO DRYWELL "D" jx ( DRAWN BY: 60 / / /� PROPOSED NEW ,_ // /� `=Tcs_ �'' / -7 �j U T UNDER&ROUND so -�� / /. �/ min typ &A-LER LINE / / '4 CHECKED BY: 900.0± \ / /, se LOCIrrIaA 1,290 ft TO PURL _- S50'22'4�W __ - -35.2.67' ACT. -352' DEED WATER LINE c� -.._.._..�._.._.._.._.._.._.._.._.. .��- _ - ------s4- -- � POLE - _ -._ o E.. DATE: 45 ED&E OF°PAVEMEN -.._.._.._.._.._ , ..... ,.�,�...., c_ ..- Po°i�E' V :' ;•Ls� { ) � UZ ..•* C'; Tr.^ 3/19/2020 S 0 U N D V I E W �50 AV E LIL41 Sint �'.;CourAy DtfA 0'f F ora-0h s SCALE;, _ ,WIDE RIGHT OF WAY Y� ,, 815 '" /8 Flom M/adv- °'D 1 30 0`" �°� 0 ' t SHEET TITLE: ED&E OF PAVEMENT a 62 64 ` PROPOSED NEW WFSIT E UNDERGROUND DRYWELL NEW FRAME FOR WF WFP LAN FOR 5TORMWATER RUNOFF ELECTRIC METER FROM DRIVEWAY SURFACE / WF TYPICAL \ - � ..[FUND \ SHEET NO: TFC NY5 FRE5HWATER WETLAND \ BOUNDARY AS DELINEATED (FLAGGED) BY R. MARSH ON 7/20/05 N y. A2 Krupski Eugene P, Krupsk�aryan-n- 2230 Soundview Ave, Mattituck, NY 11952 SCALE: 1 " = 30' -0" 2230 Soundview Ave S C D H S 1000-100.-2-3.2 DWELLING WITH WELL RE 1�c R1 0-17-0022 -0022 + _ z 2.6 FT. BROWN CLAYEY SAND SC CO) Q J � PALE BROWN MEDIUM w J 17 FT. TO COARSE SAND SP w COMMENTS: NO WATER ENCOUNTERED 2w SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL Or CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE (WJ-IPeLti� ®C ',Ae�V YC DATE 1, H.S. RZF. NO. �it�—I�7— �� v, c,.S 'Mr Ar prwv-ae ctiw s ,1��.av FOR MAXIMUM OF-%7 BEDROOMS EXPIRES THREE YEARS FROM DAI E OF APPROVAL d PROJECT NC Revised Pias.Approved 14AY � 9 �� DRAWN BY: Expires rn��i� CHECKED BN DATE: 3/19/2 SCALE: III = 3® SIHEET TITLE SITE PAI SKEET-NO: SCDHS Bunch, Connie From: tom samuelsandsteelman.com <tom@samuelsandsteelman.com> Sent: Wednesday,August 17, 2022 1:57 PM To: Bunch, Connie ` Cc: Burger Construction Subject: LEVY RESIDENCE, BP#45128 Attachments: R10-17-0022%20APPROVED%20FINAL.pdf Connie, The Health Dept. is now issuing approval drawings in pdf form. Attached find a pdf of the final, green stamped SCDHS approval for the above referenced project. Please add this drawing to the file for this project. I believe this will complete the file for issuance of a CERTIFICATE OF OCCUPANCY, which-you can send, or I can pick up. Please let me know if there are other issues for that CO. Thanks so much, Tom Samuels Begin forwarded message: From: "noreplyehimsgsuffolkcountyny_.gov" <noreplyehims a,suffolkcountyny�ov> Subject: Project RESIDENCE @ N/S 1975 SOUNDVIEW AVE, +/- 1917' E/0 REEVE RD SCDHS Ref#: R10170022-ZEC Approval of Constructed Works Date: August 12, 2022 at 11:51:34 AM EDT To: iakelevyggmail.com The Department has reviewed your final documents, Ref #: R10170022- ZEC, and has issued an Approval of Constructed Works. You may access your application online to retrieve your Approval of Constructed Works. Please follow this link: https://aca- prod.accela.com/suffolkco. You will have to create an account prior to logging on. To view your Approval of Constructed Works, after logging on: (1) Go to 'Environmental Quality' (2) Then click "Search Applications' i r - (3) Click the blue reference number for your application*, and then click 'Record info' and select 'Attachments'.. You may have multiple pages of attachments. *If the blue reference number does not appear on your list of applications, then you have to complete a PIN request form: https://aca.suffolkcountyny.gov/ACA docs/PIN%20Reg uest%20Form. pdf. Thank you. Office of Wastewater Management CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. ATTENTION: This email carne from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 TOTAL PLOT AREA: 161,246tS.F. OR 3.70tACRES NOTES: + ALL RESIDENCES WITHIN 150' OF SUBJECT PROPERTY SERVICED BY PUBLIC WATER ' • ALL UNDERGROUND UTILITY LOCATION DONE BY OTHERS AND NOT GUARANTEED. SGv�I� 3�0,8� ? :� '•�' ' ELEVATIONS HEREON REFER TO N.A.V.D. 88 JAN 1 2 2021 r LONG r eiii J," '•�. ::J:.: i_:,s: NKj4°26'S 4 r r- W r W / r MEAN HIGH YAIER LINE -r• r 332.83 -H BOTTOM OF-BLUFF 01.59 Ld BLUFF- i '`---10POF BEUFF iAiARO EROSION f�O�AZ10N COA sp. iPpROX1MA� o —41 MONUMENT S JVRISOIC��i El= �a• 1 0 STAKE I '_ e�epo� �NOppt�C1 W H ppNC(pf FNOS'66 86.9' Z� 00 J O N Z I1 In O Q Q J W - -- _ - -- 'Ik s i Sgar4>F% Z Fo / �$. C) '',, MONUMENT C) Li 3 6 W N yry� WF OCn v Z JENVE "�N j pF N1A'I� � a ZZ'ry�`3 l��oEa`c�+ OE R\GNj r =` epNO r 9p0�� '5U Z NOv�E ��11201 1 r ° �pcE�ea`b"Qj1 loss SOv NSoD)NEh'o THE EXISTENCE OF RIGHT OF WAYS AND/DR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY -ALOR-ADDITION-JO_THIS:SUP.VEY-IS-A-VIOLATION_OF SECTION-7209-OF-THE-NEW YORK STATE-EDUCATION LAW. COPIES-OF-THIS SURVEY-- - --' MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES•OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONI S OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 94 BILK: 1 LOT: 1 1 Wallace T. Bryan MAP OF: DESCRIBED PROPERTY � � �� -yti I-N Licensed Land Surveyor MAINTAINING THE RECORDS OFic LOCATION: MATTITUCK BURTON, BEHRENDT & SMITH 3 273 SnedecorAvenue1, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK Bayport, New York 11705 SURVEYED: SEPTEMBER 2020 AS—BUILT SURVEY: 12/17/2020 osooNb ry• , �.� CERTIFIED TO: 1 975 SOUNDVIEW LLC (631)472-1770 ) LAf,Y� ABSTRACTS INCORPORATED INC. Fax 472-1771 SCALE: 1 "=60' FILE NO: 02-301 WTB D FFGF� 1vl/ IErot,AUG 17 90 --- - -- --- ._ ._ RECEIVED f_1� REVISIONS 1; lJ au;osa� BI>ILVIIV�i IJC1'I. ��'��'�` SITE DATA =-Z"'•""� euixww..••�x4i9 . '..!s.l I-• � �. SCTN/ 1000.9e-1-11 ADDPRESS Ya]t151m 111.1] / /� OWNER: 19]5 SOUNDWEW LLC REQ IDE LIN FF EL 698 FT ao FrmMlO,weln.le,R WNI a Veewlo 6N we LINE ELEvnnoN bs.9 Fr. LONG ISLAND SOUND /e -GLEAN 488NepiHenAvmw.2LMflao OUT New Y.d,NY 10022 O ' 6RAOE LINE M"ATION 61.9 FT. OP�P SITE: 161,246 HI.3.70x I'MIN.2'MAX xer5HT4'C _ NIeM H11L92 LRR ZONING: RAO /------ - / W I O°/FT. TOP OF POOL 59.49 FT. PL / SURVEYOR:WeilOca T.Bryan /1�• SEPTIC, m_ _`` UaT 275 Sfro .A.— V Z TANK LEAGHIN6 y-__ Be7po L NY 11705 �j POOL ta_ --__ -_-__ / LICENSE/49275 L Y IE.W9 5' IE.e59m2' BOT OF POOL 51.49 FT. _ -`-- 55. / DATED SW19 U U __ 295• /.� m-____,_____ _ __ 1mie�auras Q F MIN. 6ROIRID WATER "/_____� `_ -------------------- a, _>f-_____ -_ _ Jy ��i1D 9'M N J Q SEPTIC PROFILE ®.�__ `- - ------------- ___TOP 0F_0___F______- ,-------- ,� LOCATION MAP �LU (N.T.S.) - - _®-____ _„ _Z - _-_-__ _ - tw� > TABLE OF DIMENSIONS 4 \ r} --- - /” SITE Q FOR SANITARY SYSTEM COMPONENTS A B C / ;__L------_ \ ---- LP1 95' H14' f — -- Bpi LP2 101'LP3 01' /SWELL �' 1' nb'-10 �,� 4/; / ' l�r•�ia � � RIMIfP fT011 B1LLbpb / r 1 ealaft.va. IfesrAum 9�IIL srsr®+FaR A OJwr B R M lt'1CNOas f100L`vl m �\ rn.• °'V %/ W�, fl I -DJ m R a D R Hr wills GwNdorl O'JwJ 1 aro C "� 2 / O t \ \ Tonal Dec.nM.eel,.on Myon E W. e Upua♦Rd.Yanaae030 IO/f 1 073]5 50VIIeNe/A. 11 Q•• Sodm RkAvre B / reran [f �♦\ / DWEILNG WIM 2WBL 1 at00rt1t Iff 211952 / rosea If W N. ;155$aM,le.Ara q ro I / 000-9e.-1-f0 � O.T .— TEST T@`3�!(YDOCL FFT�Ie'LAIER.LRISDICTIONLM 9DO.Ot _ ___—_ef. ____- \ NyrtbR.Lxe,p o-x � .HOLE _._. :.--••---.._.._.._.._._�.._.._.._.._._; 1911 BYKWOYCHUK L9 \ J♦SOUNDVIEW ��p 1�RaTawA>)(A E \�� wrNeOHwwRyq�-�Om.n6 Ui No— O SCALE TESTHOL°DATA 6128116 ELEV.�62] ♦ / \v L•'c.'�n.,('u- C C TS E DATE' O.T FF ,IANDYLOAM OL ` m _-- ` --�Mc C-`•pr4A uj f- 10tW20 Q \ r IIROWN CLAYEY SAND SC - tlpc7�wc� 1•IT30'-0" \ ! v SHEET TITLE: AOND'ALE BROWN MEDIUM SITE ID COARSE SAND 9p SITE PLAN \ \ - // PLAN MUMENI S:NO WATER ENCOUNTERED TIl�iATa F7�I91ATHZ Yc-Mtd7 SCALE:7"=3D'-0" O=LAebmJ 0Y F.twt°N oN T/�o/09 v soewd..n..'umct ' 22]0 Smmdie.Ave SHEET NO: 1000-100.-2-3.2 DWO11Np Mfll 7181 AS-BUILT SET 2 SCDHS REF#R10-17-0022 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 August 13, 2020 Southold Town Building Department Main Road Southold, NY 11971 Re: Levy Residence 1975 Soundview Avenue, Mattt+tuck, NY SCTM# 1000-94-1-11 We would like to apply for a Southold Town Building Permit for the Levy Residence. This project will be located on a vacant parcel, and will include the construction of a new two story house, sanitary system and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Owners'Articles of Incorporation 4. Owners'Authorization 5. Survey 6. ZBA Finding, Deliberations, Determination 7. Red-stamped SCDHS permit 8. Southold Town Sanitary permit 9. Southold Trustees permit 10. NYS DEC Letter of Non-Jurisdiction 11. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 12. -Notice of Utilization of Pre-Engineered Wood Construction 13. REScheck version 4.6.3 Compliance Certificate 14. 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, Tom Samuels STATE OF NEW YORK DEPARTMENT OF STATE I hereby certify that the annexed copy has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. .•''• •••'• WITNESS my hand and official seal of the pF NES . . Department of State, at the City of Albany, on O ' •• � September 03, 2019. QF •® S ;• Brendan C. Hughes •••• �'N'f .•' Executive Deputy Secretary of State Rev. 06/07 ARTICLES OF ORGANIZATION OF 1975 Soundview LLC Under Section 203 of the Limited Liability Company Law FIRST: The name of the limited liability company is: 1975 Soundview LLC SECOND: The county,within this state, in which the office of the limited liability company is to be located is NEW YORK. THIRD: The Secretary of State is designated as agent of the limited liability company upon whom process against it may be served. The address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her is: c/o Franklin,Weinrib,Rudell&Vassallo,P.C. 488 Madison Avenue, 22nd Floor New York,NY 10022 FOURTH: The limited liability company shall defend, indemnify and hold harmless all members, managers, and former members and managers of the limited liability company against expenses(including attorney's fees,judgments, fines, and amounts paid in settlement) incurred in connection with any claims, causes of action, demands, damages, liabilities of the limited liability company, and any pending or threatened action, suit, or proceeding. Such indemnification shall be made to the fullest extent permitted by the laws of the State of New York,provided that such acts or omissions which gives rise to the cause of action or proceedings occurred while the Member or Manager was in performance of his or her duties for the limited liability company and was not as a result of his or her fraud, gross negligence, willful misconduct or a wrongful taking. The indemnification provided herein shall inure to the benefit of successors, assigns,heirs, executors, and the administrators of any such person. I certify that I have read the above statements,I am authorized to sign these Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. Jake M. Levy, (signature) Jake M. Levy , ORGANIZER c/o Franklin Weinrib Rudell &Vassallo 488 Madison Avenue, 22nd Floor New York,NY 10022 DOS-1239-f-11(Rev.02/12) FILE NUMBER: 190903010055;DOS ID:5613923 Page 1 of 2 Filed by: Jake M. Levy c/o Franldin Weinrib Rudell& Vassallo 488 Madison Avenue, 22nd Floor New York,NY 10022 FILED WITH THE NYS DEPARTMENT OF STATE ON: 09/03/2019 FILE NUMBER: 190903010055; DOS ID: 5613923 Page 2 of 2 d REScheck Software Version 4.7.1 Compliance Certificate Project THE LEVY RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,636 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1975 Soundview Avenue 1975 Soundview LLC Tom Samuels Mattituck, NY 11952 Franklin,Weinrib Rudell &Vassallo Samuels and Steelman Architects PC 25235 Main Road 488 Madison Avenue FI 22 Cutchogue, NY 11944 New York, NY 10022 631.734 6405 tom@samuelsandsteeriman.com Compliance: trade-off Compliance: 19.7%Better Than Code Maximum UA: 937 Your UA: 752 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Gross Area Assembly or Cavity Cont. U-Factor UA Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,315 22.0 7.0 0.032 74 Floor 2:SIB b-On-Grade:Un heated 117 10.0 0.767 90 Insulation depth: 2.0' Ceiling 1: Flat Ceiling or Scissor Truss 2,054. 60.0 7.0 0.020 41 Ceiling 2: Cathedral Ceiling 267 60.0 7.0 0.016 4 Wall 1 north first fir elev:Wood Frame, 16" D.C. 805 20.0 7.0 0.040 19 Window 1:Wood Frame:Double Pane with Low-E 46 0.300 14 SHGC:0.33 Window 2:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Door 1: Glass 152 0.300 46 SHGC: 0.27 Door 2: Glass 97 0.300 29 SHGC: 0.27 Door 3: Glass 23 0.300 7 SHGC: 0.27 Wall 2 north basement fir elev:Wood Frame, 16" D.C. 76 20.0 7.0 0.040 2 Door 4: Solid 36 0.370 13 Wall 3 north second fir elev:Wood Frame, 16"D.C. 646 20.0 7.0 0.040 15 Project Title: THE LEVY RESIDENCE Report date: 07/22/20 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Levy\Levy Energy Pagel of 3 Calculation.rck 'Gross Area Cavity Cont. Perimeter Window 3:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.33 Window 4:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.33 Window 5:Wood Frame:Double Pane with Low-E 130 0.300 39 SHGC: 0.33 Window 6:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.33 Window 7:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.33 Window 8:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC: 0.33 Wall 4 south first fir elev:Wood Frame, 16" o.c. 805 20.0 7.0 0.040 24 Window 9:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.33 Window 10:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.33 Window 11:Wood Frame:Double Pane with Low-E 46 0.300 14 SHGC: 0.33 Window 12:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.33 Window 13:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 14:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 15:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 16:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 17:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC:0.33 Door 5: Solid 28 0.370 10 Wall 5 south second fir elev:Wood Frame, 16"o.c.. 646 20.0 7.0 0.040 21 Window 18:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.33 Window 19:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Window 20:Wood Frame:Double Pane with Low-E 27 0.300 8 SHGC: 0.33 Window 21:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.33 Window 22:Wood Frame:Double Pane with Low-E 27 0.300 8 SHGC: 0.33 Window 23:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 24:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 25:Wood Frame:Double Pane with Low-E 27 0.300 8 SHGC: 0.33 Wall 6 south basement fir elev:Wood Frame, 16" o.c. 76 20.0 7.0 0.040 3 Wall 7 east first fir elev:Wood Frame, 16" o.c. -451 20.0 7.0 0.040 15 Window 26:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 27:Wood Frame:Double Pane with Low-E • 15 0.300 5 SHGC: 0.33 Project Title: THE LEVY RESIDENCE Report date: 07/22/20 Data filename: \\NAS\share\Office files\Common Doc u ments\ACTIVE'PROJ ECTS\Levy\Levy Energy Page 2 of 3 Calculation.rck d Gross Area Cavity Cont. Assembly or U-Factor UA Window 28:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 29:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 30:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Wall 8 east second fir elev: Wood Frame, 16" o.c. 374 20.0 7.0 0.040 12 Window 31:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.33 Window 32:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 33:Wood Frame:Double Pane with Low-E 8. 0.300 2 SHGC: 0.33 Window 34:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 35:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 36:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Wall 9 east basement fir elev:Wood Frame, 16" o.c. 151 20.0 7.0 0.040 5 Door 6: Solid 18 0.370 7 Wall 10 east first fir elev:Wood Frame, 16" o.c. 33 20.0 7.0 0.040 1 Wall 11 east second fir elev:Wood Frame, 16"o.c. 18 20.0 7.0 0.040 1 Wall 12 west first fir elev:Wood Frame, 16" o.c. 451 20.0 7.0 0.040 14 Window 37:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.33 Door 7: Glass 64 0.300 19 SHGC: 0.27 Door 9:Solid 21 0.370 8 Wall 13 west first fir elev:Wood Frame, 16" o.c. 33 20.0 7.0 0.040 1 Wall 14 west second fir elev:Wood Frame, 16"o.c. 374 20.0 7.0 0.040 12 Window 38:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Door 8: Glass 53 0.300 16 SHGC: 0.27 Wall 15 west second flr elev:Wood Frame, 16"o.c. 18 20.0 7.0 0.040 1 Wall 16 west basement fir elev:Wood Frame, 16"o.c. 151 20.0 7.0 0.040 6 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 4.7.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. y Na a-Title M ��--�� Signature y7WAARd� Dae kv Project Title:THE LEVY RESIDENCE Report date: 07/22/20 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Levy\Levy Energy Page 3 of 3 Calculation.rck SITE DATA 0 ) F SCTM # 1000-94-1-11,2 V 11 1 B.P. -q CCA, PLY WITH ALL CC7,,"�r-s 01 DATE: NEW YORK STATE & T&VIIIIIII)Di E S, PROPERTY: 1975 Soundview Avenue ADDRESS Mattituck, NY 11952 PY: AS REQUIRED A-NO C R-DINAR**r HIC7HNATER NOTIFY AT SOUTHOLD T0`II% MARK BY DEED OWNER: 1975 SOUNDVIEW LLC 765-ICC-2 8 AM '10 4 FDR TH�. N54*26'54"E c/o Franklin, Weinrib, Rudell & Vassallo FOLLO1.,V11;',!113 INSPECIIC):%11�1: SOUTHOL N PLANNIING BOARD I. FOIUI; V 488 Madison Avenue, 22nd floor FOR POU',ED CC SO OLD TOWN TRUSTEES �/ New York, NY 10022 2- F01 J G HI - F 3. INISLILATION S.DEC 0 340.84' SITE: 161,246 sf 3.70 ac 4. FINAL - CGI''"TRU0-110N 1�,UST BE C0VF-L7'1'E K-ir" C 0, 19 114 ZONING: R-80 MEET THI" "UP II ALL CON!3TRUCTION z 0C,. -i'3-I`XY OR REQUIREMENTS OF Tlq'"CODE-C�111 OF ND,,�'! LONG ISLAND SOUND LU YORK STATE. N01 RE SFONSICLE rC,% USE IS UNLNv'1fr--UL SURVEYOR: Wallace T. Bryan DESIGN OR CONSTRUCTION ERROF,,S, k1rvriTH0UT CEFITIFICP-ilT OTTOM OF BLUFF /16 273 Snedecor Avenue z Bayport, NY 11705 NIS -59 LICENSE # 49273 et 0 F 0 C C U PA[�IOY 10-- '14 EAN HIGH NATER LINE DATED 9/23/19 le TRUSS PLACARDIN13 REQU'RED Uj 0 D ,liNOFF Must provide Manualsr�E LINE / �- MAP` RETAli!"11 STORM WATER P D, J and IS as per PURSILAN'T TO CHAPTER 236 NYS Energy Code - - 10 / OF THE T00N CODE. 332.839 / �_____- ��--20___- ,,-EXISTIN6 Uj NEIGHBORING Long Island All exterior fighting 40- WOOD Sound Uj 10 BULKHEAD SITE D -ed or DO NOT PROCEED WITH Installed,replac=ed FRAMING UNTIL SURVEY z repa Lu ired shall conform OF FOUNDATION LOCATION to Chapter 1.72 HAS BEEN APPROVED. 50-- of the Town Code -40- ------ 1310wer door 60--- --50-------- 20 62- and ductivorl.,- Uj LU r-F1 C -IFICA TION PLU;v13z EP7 -- - ------- 30 -AD CONTENT BEFORE ----------- ON L E testing required. TE OF OCCUPANCY SOL DER USED IN WATER Oe z ........... 11 - I A 62 LIMITS OF CLEARING 40 t 1'3 UPPLYSYSTEM CANNOT AND LAND ACK LINE 0.. Uj D DISTURBANCE 0 F+ sr=Ta 0 EXCEED 2110 Of I%LEAD. - AND 7 K LOG r PROP,TOP OF BLUFF G r-r�-M-:It m r, LIMITS OF CLEARING ION CO A. -43,000 5F 50 +/ '001 3: FRbPOSED CLEARING LOOATED LAND D15TURBANCE I +/-45,000 SF BF-fNEEN 50' SETBACK ANr;�iq / \ ---- - - _ SIEtACK LINES +/-c1kr5O SF / \ let % PROPOSED SILT FENCE 1 0 PLUMBING DURING CONSTRUCTION ov ALL PLUMBING WASTE SEE DETAIL(4� ./\7�- &WATER LINES NEED TEST11NIG' BEFORE COVERING MINIMUM 4 FT.HIGH KAL, '62 TEST HOLE- FOR.POOL EW-LOSLIRE I NO SCALE INFINITY EDGE AT POOL' 1512 LV' TRU5I==,5 -LIMITS OF CLEARING BY K. WOYCHUK LS H 511-51 1 AND LAND TEST HOLE DATA 5 / 28 / 16 ELEV. + 62.3 POOL BAC 40 DISTURBANCE WASH DRY111111ELLI +/-45,000 5F X 0.7 FT. SANDY LOAM OL IO 611 C 661 AS SHOWN PfyDL 6.1LANDSCAPED 61 06 z AFI T"Tm�� JRISDIGTION LI U, ON GRADE 62 2.6 FT. BROWN CLAYEY SAND SC t.l :; I X ----)��PROPOSED SILT FENCE - --I +65A REAR YARD +6*.4' .0+ • Or RE'�P---YARD 62 51tM YARD +66.1 DURING CONSTRUCTION - 114 OUT LL'A Cii�7ye 0, >, SEE DETAIL L(4� A PALE BROWN MEDIUM -u -11 17 FT. I TO COARSE SAND SP Z U- 'T X RESIDENCE ': U.J. Uj Ln PROPOSED NEW SEPTIC SYSTEM FOP, A PROPOSED NEW UNDERGROUND COMMENTS: NO WATER ENCOUNTERED -1 BEDROOM. RE50T�NeSE AND POOL HOUSE (bI ;- �- : � I I- �� i, n C4 FIRST FIN I`LR MXV+61.5 Uj 0 LO -*.sh e!) C4 X - 2000 GAL 5EIII TANK (5T) LP PARKINS 6619N= "AI SLAB r DRYYiELI-5 FOR 5TORMAATER 0 -AREA -ENT 51--6%5 t57.5 - T _�_SASEI, ------ AS SHOM RUN FF F M BUILD IN6 SEE 11 0 - CLEANOUT EXP 62 04 5.0 DETAIL < - (:2) 10 FT x 5 FT LEACHING POOL (1-17) +64.0 / / S lb lb co Cn - (1) 10 FT x 5 FT FUTURE EXPANSION (EXP) L DRAINAGE CALCULATIONS ..65.61+ +66.0: SIDE YARD // 10, � 1 5 NT YAPV % NM�nak /F min CLEAN OVT X 15TAC7.IN67 Tonal Lisa, yan Nison AREA OF RESIDENCE (DW-A) 6 Luquer Rd, Manhasset, NY 11030 DRYYiELL ARZA x RAINFALL x RUNOFF FACTOR AND PROPOSED 2375 Soundview Ave (DN-A) 2,!305 SF x (2/12 PT) x 1.0 = 5-S4 GU. FT. 7EST HOLE EL+62.5 62 X 1000-94.-1-21 USE: (5) 8' DIAMETER x 4' HIGH POOL DWELLING WITH WELL (5) 8' X 4' STORM DRAIN RING = 5011 CU. FT. I-AkKWARZA PROVIDED REQUIRED-AXI PROPOSED NEW UNDERGROUND RAVM SURF DRYYI WITH METAL INLET GRATE A5 51-10AN ;;� q "'" / 5011 CU. FT. > 554 CU. FT. FOR 5TIORMY4ATER RUNOFF FROM REGRADING 60' AS SHOHN AREA OF RESIDENCE (DW-B) DRIVEWAY SURFACE TYPICAL DRY YI AREA x RAINFALL x RUNOFF FACTOR I' IUM1 I z`' � N/O/F PROPOSM NEA UNDER6ROUND (DIII 1,554 SF x (2/12 FT.) x 1.0 = 306 CU. FT. ELECTRIC,CAW,FROM UTILITY PROPOSED NEW UNDERGROUND PRYVELL INITH • Sachs Richard B POLE ON ROAD TO RESIDENCE USE: (2) b' DIAMETER x 4` HIGH POOL DRIVEWAY METAL INLET GRATE FOR 5TORMViATER PO BOX 1261 (2) 5' X 4' STORM DRAIN RING = 551.5 CU. FT. 0 ppoposw 5ILT III RUNOFF FROM DRIVEWAY SURFACE TYPICAL PROVIDED REOUIRED z SURFAI Mattituck, NY 11952 61 -q VVKINCY��N��TION 62 71- 1155 Soundview Ave 6M CIO 551.8 CU. FT. > 506 GU. FT.6A PROJECT NO: 1000-94.-1 -10 �-Tw I I-C� AREA OF POOL HOUSE (DW-C) VACANT •N/ 4 NY5DEC FRESHVqATER JUR15DICTION LINE 1911 M DRY WELL AREA x RAINFALL x RUNOFF FACTOR PREFAB YARD BASIN (4'x4) PIPED TO DRYII I'D" (DW-C) 5'74 5F x (:2/12 FT.) x 1.0 = II CU. FT. DRAWN BY: CV, 60 LIMIT5 OF CLEARING AND LAND DISTURBANCE V-454`00 5F PROPI NEW o / / /� USE: (1) 8' DIAMETER x 4` 1-116H POOL UT UNDERGROUND (a (1) 5' X 4' STORM DRAIN RING = 165.r-1 GU. FT. CHECKED BY: 60 KA 900.0± PROVIDED REQUIRED TS 1,210 ft TO PURL� S50-22'43AW W.679 ACT. -3k2' DEED III GU. FT. > 62.4 GU. F7. NJ WATER LINE .........../...................... DATE: E AREA OF DRIVEWAY (DW-D) .1�1/I �5 7/23/20 45 EDGE OF PAVEMENT ...... 46 DR`� YI AREA x RAINFALL x RUNOFF FACTOR POLE (DIN-D) 5,225 5F x (2/12 FT) x 0.1 = (510 GU. FT. SCALE: SOUNDIVIEW (50' WIDE RIGHT OF WA AVEN LIL47 USE: (4) 8' DIAMETER x 4' HIGH POOL 1 11 = 30' - 011 (4) e)' X 4' STORM DRAIN RING = 675.6 GU. FT. SHEET TITLE: PROVIDED REQUIRED 60 EDGE-C-)F P-X V E-ME N T 62 64 615.6 CU. FT. > 610 CU. FT. PROPOSED NEW NEW FRAME FOR WF WF ITE UNDERGROUND VFv04ELL ELECTRIC METER WF PLAN FOR sToRMNATEP, RUNOFF FROM DRIVEWAY SURFACE WF TYPICAL STABILIZED r.,ON5TRUrTIQN `-ENTRANCE SEE DETAIL POND SHEET NO: THE NYS FRESHWATER WETLAND BOUNDARY AS DELINEATED (FLAGGED) BY R. MARSH ON -7/20/05 N/O/F 4- PLAN- Krupski Eugene P, Krupski Maryann 2230 Soundview Ave, Mattituck, NY 11952 SCALE: I 'l 30' -090 2230 Soundview Ave 1000-100.-2-3.2 BID & PER.MIT SET DWELLING WITH WELL "N N,PLANNI'NG BOA "UTHOL To 3OUTHOL '0 D U� OL TOVVN TRUSTEES . .S.DEC ARINS L-0�5ATno IV'c I L I z)WPPP NOTES AND DETAILS SWPPP DETAILS GENERAL STORMWATER POLLUTION PREVENTION NOTES STABILIZED CONSTRUCTION ENTRANCE 50' MIN COMMERCIAL 50' M114 REIDENTIAL PERMANENT STORM WATER RUNOFF CONTROL MEASURE NOTES: SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE EXISTING -O EXISTING Development activities for this project will consist of: 1. Stone size -use 2 inch stone, or reclaimed or recycled GROUND PAVEMENT 1. Installation of temporary erosion control measures (silt fence barriers) concrete equivalent. 2. Clearing of trees and brush in areas shown on Site Plan Z 2. Length -not less than 50 feet(except on a single residence :::.•r: 3. Excavation for a new building foundation and swimming pool .. ' 4. Construction of a new foundation and swimming pool lot where 30 foot minimum length would apply). VTP- M T I fl I 1M., 5. Construction of the new residence u 3. Thickness - not less than six(6) inches. FILTER MOUNTABLE BERM 6. Site grading from the road to the area around the proposed building and swimming pool D 7. Construction of underground electric and utility lines from the utility pole to the new building 2" STONE OR CLOTH (OPTIONAL) g � 4. Width -twelve(12)foot minimum, but not less than the full PROFILE 8. Construction of a new underground water line from the new on site well to the new residence width at points where ingress or egress occurs.Twenty-four RECYCLED CONCRETE 9. Installation of the new septic system I-- (24)foot if single entrance to site. 11. Installation of on site drainage structures (permanent storm water runoff control measures) Q 5. Geotextile -will be placed over the entire area prior to 50' MIN COMMERCIAL 12. Installation of underground piping from gutters and downspouts to the drainage structures placing of stone. 50' MIN REIVENTIAL 13. Filling and grading of soil above drainage structures .. 14. Construction of new terraces and walkways W 6. Surface water-all surface water flowing or diverted toward 15. Construction of new driveway and parking areas including grading and driveway surfacing construction entrances shall be piped beneath the entrance. 16. Installation of new landscaping plants, lawns Z if piping is impractical, a mountable berm with 5:1 slopes 0 17. Removal of the temporary erosion control measures W will be permitted. - 7. Maintenance -the entrance shall be maintained in a z SITE DATA Q condition which will prevent tracking or flowing of sediment s W Site Area: 161,246 sf= 3.70 ac onto public rights-of-way, all sediment spilled,dropped, LU washed or tracked onto public rights-of-way must be �'Y+ '.' ! Soil Classification: See test hole W k15TING:.. Q Receiving Waters: Long Island Sound removed immediately. : y Contractor: N/A 8. When washing is required, it shall be done on an area ° Z stabilized with stone and which drains into an approved k ' POLLUTION CONTROL MEASURES Z sediment trapping device. X In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment 12' MIN. OR MATCH w control measures including, but not limited to, the following shall be employed during construction: O 9. Periodic inspection and needed maintenance shall be ADJACENT ROAD WIDTH provided after each rain. PLAN A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall TC! BILIZED CONSTRUCTION ENTRANCE remain undisturbed.B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are LE IO' MIN. exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments TOP OF EXISTING GRADE 1. Lime to ph 6.0 CAST IRON FRAME AND COVER 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) TO GRADE (A5 REQUIRED) c. Seed Mixtures TRAFFIC SLAB (SEE 1. Temporary seedlings a. R e rass annual or perennial) � Z• Lo PLANS FOR LOCATIONS) Y 9 ( p ) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in Q \ October/November. J Y h 2. Permanent seedlings- See Landscaping plans y a o M � or , -a D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from W --I• W z W x N ® ® ® ® ® ® ® ® ® BA51-DRA1N FoR E. Seeared slopes. w• MLd N d ment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. a " 0 Q ® ® ® D3 El ® ® ® ® � 51 ZE5 SEE o Ill 4 O Sediment barriers shall be installed along the limits of disturbance prior to the start of cons} uction and shall be maintained until W' n I- O , ® ® ® ® ® ® ® ® ® 51 TE PLANS O I > 3 min ® ® ® ® ® ® ® ® ® } construction is complete. Q BAC ® ® ® ® ® ® ® ® ® KFILL F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The U) Z 1>- MATERIAL construction entrance shall be maintained until the site is permanently stabilized. An sediment tracked onto public roads to be N y' d0 p Y Y ® ® ® ® ® ® ® ® ® TO BE removed or cleaned on a daily basis. [EBB ® ® ® ® ® ® GLEAN SAND AND G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be Z GRAVEL protected from sediment buildup through the use of appropriate inlet protection. GROUND WATER H. Appropriate means shall be used to control dust during construction. - - - - - - - - - - - - - I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be PERMANENT STORM WATER RUNOFF CONTROL MEASURE cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections STORM DRAINAGE RING TYPICAL must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance ,Z measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of © NO SCALE uU sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. co K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. PROJECT NO: The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to 1911 WIRE FENCE W/ the Engineer/Architect for revision of the SWPPP where appropriate. DRAWN BY: FILTER CLOTH UT DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE FILTER CLOTH MIN. 6 SURFACE CHECKED BY: BELOW GRADE \ DRAINAGE Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete TS FLOW septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and yyy DATE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor 7/23/20 X 'X� paving materials. SCALE: /� Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 1" = 30' - 0" TEMPORARY STORM WATER RUNOFF CONTROL MEASURE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily SHEET TITLE: jEOSION & SEDIMENT CONTROL DETAIL stored and dumpster shall be emptied weekly by a private carting company. 3)NOTALE SWPPP NOTES SHEET NO: ell BID & PERMIT SET 612 I I I I I i I I I I i I I 55 JURISDICTION LI � — NFINITY EDGE � INIMUM 4 FT. HIGH MASONRY MINIMUM 4 FT. HIGH POOL ENCLOSURE FENCE 6, AT POOL RAIN LINE RETURN FROM INFINITY RETAINING WALL, FOR POOL ENOL0 -CLOS I NG/LOGK I NG , OOL ENOL05URE EDGE BASIN TO POOL EQUIPMENT / ENCLOSURE. SEE DETAILS DOUBLE GATE FENCE AT 48" HT _ RNAME�ITAL 3 FT. HIGH ALUMINUM RAILING, RAI L I NG/ 36 HT RED 5EGURELY TO TOP OF At50NRY STEPS TO �� Z ol ol MATCH TERRACE PV ., r\` ,�,_6„ 5, 40' 2._1" / WALL. 5 , 1 I. 6'-4 1, 1"- 62 BLUESTONE TREADS AND 2 / STUCCO RISERS i� V VER11=�- +61.21 \ \ \ 61.2 + I.0 j `17-10" ` TW 6 .I 6. dit m / VERIFY �� 66. /.......... 6 Q Q.OL + \\ I Lu ENG -O5URE I ( I = / , \ FENGE "48" HT 62 % 6 LLI LANDSCAPED = up 8 � \\ I I I I — / AREA Z \ I I I 8._4.. / _`� 66.1 = - _ �� W FUTUR12'�� - 20 x 40 , _ > 66.1 FOOL. HOUs �� mSl/�lIM1�ING i Ya ft I w / LAND50APED SLR =LSV 'ITC 4 VIN FOOL. NEW TERRACE ST E AREA � fl) L- Uj W AUTOMATIC POOL 0011 R , PAVERS ON 4" TH GONG Q = + �� m w > Y AQUAMATIG COVE / SLAB W/ 6X6 1 /10 WWM _ i — � / Ya ft 1 2 5 } SYSTEMS TYP I GAL PA\/I G PATTERN -�v (, PITS A5 OWN 11ERIF VERIFY Z Uj 11 COL QUIPMENT 66 10'_6.. 20'_2" _ I -1 �� +62.1 ON 4' THK I I I ---- ----_-- --- - -- 6 6 REI ORGED _ ' . v u +65.�f +65.� TW — _ GO GRETI_ SLA 66.1 �� ,,— w , \ �� __ __—— o-————— u i� 66. WINDOW WELL 66.1+ IL l \\ �P'' +&&A � v z ---- / J NEW TERRACE — —,-- STONE ra- _ _ i '� �� _ _ y8'�f� i� �' z 'GO��R�D fi ORGY � a �\ PAVERS ON4" THK GONG _� —__, Q,� o PITCH DN / NEW TERRACE STONE _ \ 5LA5 W/ 6X610/10 WWM Q ,, �� P PERS ON 4" THK GONG a `\ 7 TYPICAL PAVING PATTERN °—t _ / ~ ` 5L W/ 6X6 10/10 WWM \ 6 AS SHOWN PITCH ON ——— / _ _ _ °� `� \ r _— __ TYP I G PAVING PATTERNy I \ \� SHOWN 6 \\ p u \\� ; ` g ft \\ i "7 13011 , 06Sz- FOOL4015 r- FENCE 48" HT ENCLOSURECD y a 4' 81_41 �-- I LAN + 6.�f \ 6�f.1+ F I RST FIN FLR ELr-V +&-1 `\ N o +66.1 - -- �'6-1+ GARAGE SLAB SLE\/ +6r�.O ` W �• W Z W X FENCE FEND — — -------- —�--- \ t a Z _ BASEMENT SLAB +5-7.5 `\ � W / AT —— / ' — — - 66 +66.0 i Q LO 0 N O e0 / \ gW. N � � 4x8 \\\ a BBQ ISLAND 36/ HT STUCCO ON 8" T1HK _ CMU WALL WITH'lY2" THK STONE COUTER `\ PROVIDE OUT CUT \\ 40' FOR OWNER 54i=)PL I ED -r PREFAB GRILL► - PROVIDE GA51 AND 64 ELECTRIC LIN FROM ——-_— —— — PARK I N6 RE51 DENGE C� _ -- -`--- —__-- ARAC�E� _- � _ +67.1 z - \\ +64.0 / I PROJECT NO: 65A+ +66.0 \ / a 1911 +61.0 _.. _ i DRAWN BY: UT CHECKED BY: / 8x4Y \ 4" ft I - 65.01 PITCH ITN \\ 1 /' // +(54.4 up �i� DATE: 7/23/20 SCALE: 3/16" = 1' - 0" SHEET TITLE: + 4.2 ENLARGED /�� +63.-T SITE PLAN '+65.4 6 +64.� GLEAN OUT �\ \ �\ / DW A ` ��' SHEET NO: I I 4xa 1 '' \\ IN. —moi i BID & PERMIT SET 612 I I I I I I I I I I • I CONCRETE RETAI INC WALL 2 TRUSTEE'S JURISD►GT I s IL LINA CONCRETE RETAINING WALL s NFINITI' EDGE �- 8" AT POOL / 1O,_8 �� Z I 42' / TRUSTEE15 11'-6" 51411 / JURISD Gr O N \\ ------_ __ 8 1— ---- ------- ---- ---------- -- - I.O 0 n T <. q. O —all 1 .r " \ W 66.1 TW .I b / _ I -6 / / . . . .... . ... .. . . .. ... ,... .. ::: :,r,3 rig / 6 � r 1JuRIF / 5 Y } It Lij \ - uj FOC)L. C�2 I O a r / :.> +61.8 g \o u / FL.k\�_L I _ _ _ i N I L J -. lf) EDGE OF �/ •'�\ I I ( I ( / - -_- _ r PAVEMENT TN , W I I 20 X 40 j ► -►= — r ABOVE 66.1 — TW '•'+ > \ I I _j - — / 8" DIA GONG FILLED Q r - 66.1 N (,4• I I / �t SONOTUBE Al 3#5 REBAF,5 ---�- - - _ _ I L�.J I I }�QQL / -- - �� — IL VERTICALLY ON 24" Sit 12" W I r �� _1 Q/ THK GONG FOOTING W/ 3#5 OOL EQUI ENT I \ \ I r-�- / r r-�- r-�- r .�, -' +65.8 L _ REBAR5 EACH WAY TYPICAL �, I I 1 > RE I NFO GED L J L J L J L J 4 S ON 4 13 Z uj GONG ETE 5LAB 6I6 j \ I It 8'-'7" / 101{-7" 10'--7" 10'-7" 10 +/- 15'-11" VERIFY VERIFY O 7WI OW WELL BELOW 6 TW — �- - - - I T6-i r -I ' I - - - - - - - - - - - — — / � + � LI J i I +6.1 66.1+ r—� r � — — i +63.0 L J / L J +/- 7'-10" II'-I" II'-I" �3'-4" 12'_5" 7'-11" 41_4" / q'-7" 5ol '-3" \\ \ If 30" C1'-4" - r r r t—i r —i r -I \ L J __J L J L J FROFOSED 15 `4 \ 08 Z 4" - - - \\ I EDGE _ _ /' \ OF I I +67.5 RE-S I DrzNGr \ co Q 8 DIA GONG FILLED PAVEMENT \\ o SONOTUBE W/ 3#5 REBARS = I , I ABOVE 1 I w I I +66.q 67.1+ F I RST F I N FLR ELEV +6 1 .5 \ +57.25 0 o 0 VERTICALLY ON 24" 5Q 12" /- j 66.11 66.1+ CGARAG� SLAB ELEV +66.0 \ w -'• W z W x THK GONG FOOTING W/ 3#5 EACH WA \ + , BASEMENT SLAB +57.5 �`\ 57.5+ D w Q N f0 KEBABS Y TYPICAL � 66 66.0 I \ o / 1 � w• r , I \\ Q I- - ~=I -L — I BBO FOUNDATION \ \ 4x8 T —L J L�J 8U) N- 65.q+ 1 " THK GONG FDN WALL ON \\ 5"XI6" COCK FTG W/ 3#5 REBARS \\ I ON UNDISTURBED SUBGRADE 36" CAST IRON I BELOW FINISHED GRADE TYP DRAIN COVER j PIPED TO 51TE'\ I DRYWELLS \ —— 64 I t GARAGE\ \, v PARK I NG \\\ +67.5 AREA \ +64.o I PROJECT NO: 1911 +67.1 � � +63.0 DRAWN BY: UT CHECKED BY. � 8x4 \ \ I \\\ I +64.2 I /�� DATE. 7/23/20 1 SCALE: 3/16" = 1' - 0" SHEET TITLE: TERRACE 65.q+ FOUNDATION PLAN \ 64 +64.� +65 +65.4 .4 \ \ /� \ I DA A I lo, SHEET NO: \\ 4x8 1 \ 64 \ 6 $ j6_2 BID & PERMIT: SET BUILDING FACE 1/2" EXPANSION JOINT FILLER AND SEALANT PROVIDE #5 REBAR DOWELS, 12" OG HORIZONTALLI', 18" LONG — SET S" FINISHED EDGE OF TOP OF: TILE FIN15H AT TOP OF POOL INTO EXTG GONG FOUNDATION WALL INFINITY EDGE WALL INFINITY EDGE RETAINING WALL - GROUT SOLID TYP WATER LEVEL TOP OF TERRACE PAVING $ POOL COPING BEYOND LEADING EDGE BAR uj TRACK FOR LEADING EDGE BAR FOR 6" 1'-6" FOR AUTOMATIC_ a ° #4 REBAR AT AUTOMATIC POOL COVER POOL COVER ' ' 12" O/G. Z +66.1 NEMP° TILE FINISH --- -- ------- ------- --- - 8�� (4) #4 REBAR +65.55 ---- -- ------- ---- ------ +65.55 _ 1 N CONTINUOUS (� PROVIDE CONTINUOUS POUR INFINITY EDGE RETAINING WALL CONCRETE/GUNITE STRUCTURE W/ REOU I RED REBAR TO BE TOP OF NEW TERRACE STONE PAVERS CONSTRUCTED AS A MONOLITHIC LOWERED BOND = t. .;<�r- ' MARBLE BEAM FOR /� ON 4" THK GONG SLAB W/ 6X6 STRUCTURE CONSTRUCTED WITH THE POOL DUST FINISH AUTOMATIC PAV I N ffD�G�EA�T�B�U �LD�l N�Q Q 10/10 NAM STRUCTURE WITH NO GOLD JOINTS II" POOL COVER SCALE: PRO ASIN - WDH MARBLE DUST INFINITY EDC7E BIN SH 11 ` 'x'`1,1 +62.1 LV GRADE +61.0 +61.27 Z • W AL #4 REBAR AT TYPICAL FLOOR - 6" Q 12" O/G. _ ` fxr THK GUNITE I # �'?. % W TH 3 m ' ' %` .,.; ::'' REB R5 AT 12" OG T '''` : BLUESTONE COPING II/2" THICK, LUW all �--(4) #4 REBAR L ;N ;,�: ,' ` EAG WAY MIN TYPICAL 8" 12" AIDE, SO" LONG ON TOP OF _ CONTINUOUS DRAIN LINE RETURN FROM INFINITY GRADE CONCRETE RETAINING WALL _ EDGE BASIN TO POOL EQUIPMENT +58.0LU` Z GRAVEL DRAIN O P % IN DCBE TYPICAL DETAIL AT INFINITY EDGE POOL I" THICK REINFORCED GONG SCALE: 1" = V -0" �$' SCALE: 1/2"=1'-o" RETAINING WALL = STUCCO W/ 2 #5 ® 12" HORIZ. AND Q FINISH 2 #5 ® 12" VERT. y RADE PROVIDE WEEP HOLES, V2" PVC, BELOW GRADE ON FINISHED SIDE AT 4'O" OG, WITH 12" THICK GRAVEL AND FABRIC, FILTER ALONG BACK �p SIDE OF WALL m 4'-2" REINFORCED 2'-6" 12" GONG FOOTING W/ Z #5 ® 121, 06 TILE FIN15H AT TOP OF POOL O.C. ANv N INFINITY EDGE RETAINING WALL 3#5 GOVT. - Q• a TRACK FOR LEADING EDGE BAR -j �2• o FOR AUTOMATIC POOL COVER ° TOP OF TERRACE PAVING NEW TOP OF TERRACE PAVING 4 „ C O N C R C.T E RETAINING WALL DETAIL W -'• L- Z Z a TERRACE STONE PAVERS ON POOL COPING BEYOND 4 WIDE x 8 HIGH CHANNEL 2 � w• � � w 4" THK GONG SLAB YV/ 6X6 INTO COVER BOX FOR NO SCALE M 10/10 WWM COVER TRACK a N U 7 BLUESTONE GOP I NG 11/2 THICK, LEADING EDGE BAR FOR _ � W• N M 12" WIDE, 50" LONG ON TOP OF AUTOMATIC POOL COVER I -6 I II CONCRETE RETAINING WALL I" THK STUCCO FINISH Q ~• U +66.1 � WATER LEVEL +66.1 +66.1 -------- --- + 65.55 ------- ------ -- - --- ---�' FINISHED EDGE OF INFINITY " THK STUCCO EDGE WALL 2#5 REBAR VERTICALLY ' FINISH TYPICAL I I TOP OF LOWERED BOND BEAM �` m TILE FINISH PROVIDE 24" LONG TIMBERANCHOR FOR AUTOMATIC POOL COVER SPIKED AT EACH DEA ®.. SEE DETAIL 2 :�:`.�:�. DMEN y GS!��✓i!1 I - ^ a :. PROVIDE INFINITY EDGE PROVIDE CONTINUOUS POUR „ �. BAS 1 N WITH MARBLE DUST PROVIDE 48" LONG DEADMEN AT 8FT �' o ✓V 1 I' 8 DIA GONG FILLED _�ONOTUBE W/ INFINITY EDGE RETAINING WALL 5#5 REBAR5 VERTICALLY ON 24" 5Q CONCRETE/GUNITE STRUCTURE W/ V, - ; I I FINISH OG STAGGERED EVERY THIRD TIMBER COURSE . � �, 12" THK GONG FOOTING W/ 5#5 REQUIRED REBAR TO BE KEBABS EACH Y'yAY TYPICAL 1;,a CONSTRUCTED A5 A MONOLITHIC MARBLE GRADE 36" PROVIDE bxb PTL TIMBERS; STRUCTURE CONSTRUCTED WITH DUST FINISH ' + !4 +61.0 +61.0 THE POOL STRUCTURE WITH NO +61.2'i +61.0 GRAVE <- GOLD JOINTS HEIGHT VARIES 42 MAX PROJECT NO: I DRAIN INE RETURN E 12" Lo _ L N FROM PROVIDE NG GAL 5TL 1911 TYPICAL FLOOR - 6" THK INFINITY EDGE BASIN TO SPIKES AT 24" SPACING AT DRAWN BY: ' I GUNITE WITH 5 REBAR5 AT 12" ` ALL TIMBER COURSES # <`:� �:�,."� ,:�. POOL EQUIPMENT UT ' PROVIDE TWO FULL COURSES CHECKED BY: OG EACH WAY MIN TYPICAL " � m OF TIMBERS BELOW LOWEST FINISHED GRADE TYPICAL ..�.. 58.5 DATE: . . RADE G 7/23/20 1 +58.0 PROVIDE REBAR 24" LONG SCALE: FROM FIRST TIMBER INTO GRADE 3/16" = 1' - 0" GRA11 VEL PROVIDE GRAVEL FILL SHEET TITLE: DETAIL AT RETAINING WALL & TERRACE DETAIL AT INFINITY EDGE POOL DRAIN 8" DEEP I6" WIDE 5 SCALE: 1/2"=1'-0" PROVIDE 6xbxIO FT LONG PTL TIMBER AT b FT Or, SITE SPACING LAG BOLTED TO HORIZONTAL TIMBERS ALTERNATE DETAILS WOOD RETAINING WALL DETAIL 3 NO SCALE SHEET NO: DID PERMIT SET 1 by2'l36'—Sy2" 12'-O" 7`_�J/211 '41_811 8" THK. POURED GONGETE FOUNDATION WALL w/#5 REBAR ®12" o/c VERTICALLY, ®24" o% 111_611 HORIZONTALLY,`w/36" SPLICE AND PER SPECIFICATIONS, w/ZEBAR AT WINDOW LL FORMED FROM TREATED B TOP OF WALL. A AND SPIKED OSETB R . DOT REG'D. FOR 10" x 24" GONG. FOOTING w/(2)#5 EGRESS 01 REBAR AT BOTTOM. SEE BLDG. SECTIONS dJuj1 Qr-- - - -- - ,. - -- - - -- ---- -- -- - ------ - - ------ -- -- -- - - -- -- —CFiIT�8�6� Z`NTT 4fii7I�T2846i — � V }II t. . !' •� .,4 ,.�.�K,. J A':�,1,: .Il •.S"ate .:Y •.l. .T ii+ �' '.,�i �i. 'K„{i,.}": ` C - a .�, r,r{. r,• i ='n �::'. .<Sr; 0�rt'a:�,-, .'� r.k7 .,�.., ..a•�:�.M' ,n „Y}.. rn:�cry:. IP -,.,._,. .�i.;, •,�.. .t.},• w,'-cr"'"�'s�':<. a,:f,- W .h 'ti' - .w.,+1 }f d.:r.1, -', w_.r„tc:+.�,.i;E.' .,lx'd.�'.•,;,:; .I:.,rr..'.;., :,3. 'P .�a+,,.• ;.Y 9v.•r,F*;g. r ll----- -- -- -- -- J — —— — ——— — — —— —— — — ——— — f . - - - - - - -- -- -- - r".Fr 11, % �� tea' ;�� «ka' UJ FILLED AND — ——— —— —— —— —— — i I "1 211 d, II REINF. CON HDR. COMPACTED AREA SEE DETAIL PROVIDE SPACE THRU MAS0 RY ALL FOR ; I FUTURE PRAINoNGE PIPE FROM iv' 1= Ib-31 r L ROOF DECK ABOVE — — — — — — — ��>-^ I I � • — — I-- — — TJ �r GONG. 5TE 5 UP O GR DEF.J. 1 I/560 @I6II F.J. uj FILLED AND II-7/8ITJI/3 O ®I6 COMPACTED AREA ., W Q NON-MA5 NRY I _ I six: s:. W K., '"' cv r I ( PRE-FAB (GATED IJ I -ry ( I .� � <, I > l r I FIREPLACE ABOVE 1� c� I "> I I '{r= a .' I =iYd"n!Y, II I� `�«'.s:�ti:4y.'.z'�ra`r_a're.i:0.s,ti';:,•''.�.wx c—.,r�;.:3✓=:,—;•r,:.'l e�--S'.;.,.Y:r.-^.':;rt,'Y.m.i�:i<;r'nk:,r:`;r;�::.r^tw�v.�n;'s•C..,;�,r,cte,.�.•.r,:,"s,x-�,:;.s.'�:,,a s;a.}•..t:+,,,;y!,_f;`;:o�.::;,.;%;�{._.;.��S'S'a�.sj..r'—di:v[.1—',.r,;:,� }.^.,a� J .< M1�;,+vy J1I I I_N� I NN (3)I Rl-E3IN/4F". CON G. HDR. UP ' + 5" THK. M 5ONR RET- --- -- -- - --- - - - - ---- -- WALL TOENCLOSE W AREAWY w/WID ———— —— — ——— SEE DETAIL -0„ ININS 23'-4” LVL - -— —— — — — REINFORCED FO TING. 5EE � � — :°�y DET I L O BETA N I NG ALL :.. ®1611 F.J. — 1 _ I I -jLv sF,.. I IL==== J� uJ , I I _ XII I - - -- ---- - - -- -- ---- ------ ------ - --- - - --j ` ! ---- --- - ---- -Q I I T eJI I 3611x36"xlt(5)#5 GONG. 1 m y�r I ;t 1 N I iyr GONG. I r — it r — — FooTINGREBAR ..:F< �. .m.' .J''�S q x7:V Y�r t y". ti+^ d •+'S Yf Y ,.'i' .�i .�F 3':;4YA� a. .�.w ,S"''4:. o: ,u. .4„ ',,�.A..,A3:" .s .1Cr :i. .ygrM+r. ..�Y .r �,�'° :v'"•1• *-' - I •:t? � I II TILE ON SLAB SLAB 3: Y w 4 O.D. I :yv 'ri,°�.` ^•;+�,.s:, 'C' '.i.. c d-k;i I, yytyy r 2•�., s'L 1••m, _ 'ic,n,aS •tiII ^I I EACH WA 1 � � nl, r - --- - - — — -- -- - - ---- --- - - -� rtr - - - — — I— -- - — - - -- - m I STL. COL N (TYP.) II ABOVE II-7/8" TJI/360 ®1611 F.J. �I I rlll I ( I I I O �.r.; I — (3)II-7/8II xl-3/4II II STEP LVL ( 4 I CONNEDGTE RTON N SLAB (3111-7/8"xl- /4" RYWE L LVL 38 +� ,".•ri I ;. �I 7 I 1 - 5 17'-5y2" 15'-O" L— _ I_ Y2" L_ J 13'-Oy2" I I ' L J _ : TILE ON 5 AB ON SHALLOW RAMNG \\ \� oll — ;t I ABOVE FUTURE 1 — _ _ _ _ `� r�: I �t I I is _ I _ POOL ROOM _ L= `�' — — — _ _ I _ I I t• L , _ r II _ ,III I I I I I r -r (2111 8 x 13/4 L L _ _ _ (2111-7/8" x 1-3/411 LVL I �� / I �9 I I I �� — —I— I I I �37 r — f` — _ — — z E I y I 1 \ L/ — J _ _L— �— J FUTURE > 1 I `>r:>i I SII I I I J SIII _ K 1 I X 06 z- LJ— >III L J -> I s. 1 _ _ ;'; . M o Fu RE I / `�' _m i ,Y�;,. I coQ 10 THK. POURED GONGETE m PROVIDE TRAP CAST IN SLAB mIU 1 FUTURE I — I I I : I FOUNDATION WALL w/#5 REBAR J o - 1 = 1 = 1 — — — — ®12 0% VERTICALLY, @24 o% v, a o M r� I MEC,H. 1 I N I I N FOR TOILET DRAIN, N I STORAGE I f r 1 I I •;K ., r r ;o T dJl I CONNECTED TO HOUSE SEWER �''�, xII I O I :xM, I HORIZONTALLY, w/36 SPLICE AND = W J• w z x O I I I "' I ROOM ( s PER SPECIFICATIONS z a Xr, d) AND SANITARY SYSTEM TILE ON 5LA8 , w/REBAR AT = Q z U. I L N rlll 11--1/811 TJI/3_6o ®I6" P.J. — �� I TOP OF WALL. PROVIDE LIQUID d1 W. v w ABOVE I I 0 �\ , 3 `� I APPLIED DAMP PROOFING ry a q ,r'4 I m mll a-1/211 O 1�7 LVL®I6"r _— — _ ✓y2 i I I xk I 10" x 24" GONG. FOOTING w/(2)#5 M I ' L --- -- -- - - I-- - II-- - -- II _ I �y7n �— Q �• J — —— ———— ;,,j REBAR AT .Eqk I L �J 1. BOTTOM. SEE BLD SECTIONS ...raj. :r7• :q,, .:N '°S;. ..,Y,:t3.e .i:2'ix.^' •.'2'i',fr., .... re':ti' 3C I I ^m.' .•k«• a �4,M ;,a,�s: '"i'..r?"il» rr .l..,t,o a. ,i ..a. .x: N N :VT'. ..J:t - r.t. fir"•1� .;',.3"- FILLED AND :_�._. }. x> ..,•r.. .;,•.- •r«-> �' all �•i�;r..•...>: =Al2,•*!g 1�' b:u'. ij'..i:.. ��. `A :E'%" Y"k.., — ,�'�;'�:`'s.*G:'1•, „�C3a,:«•. :''�.' I .<:.�� `(• r.r., aa. •i. r :a COMPACTED AREA 3 _ -� w „ "" :4 �,r ,;..�... .�::.�: :; a;�s.•s Y�' I I I ---- -- -- -- - -I ` : I-- - - --- - -- -- _ Js - - = I LED AREA I�'===J=-- --77L 1 .y.,u� :.y v Qi M.r b” il1`Z'i4')tdi' '��:�Yt.Fx ,.'n. •U r}f ue...j'`• rr•, .r .y .r'- ,�. {;:. ,+..'. .-Sk`?sei:. :4,i,.• N I "q{' n'•.rr... t.r'r .� 4...i• ;.r.,,,,.�. •:'t:rzAt} cw: , +:��>„�. �: '•`•�,t I '� I �,.,, I N —.�� ,,. � :�,.>y�>•,�,r�:sr�a M;'�,st.4.�,�,>~r,.r,: � �.�, c':.rc .7. ,•y.t'.+E._ I 11 l..r. r, ".^�h F 6iii�,y r.C,+{: ..J: Y,,ti t:`•wi+'„A,. L- -- -- -- -- - - - - --J I °rt I L 4 J I �a -- ---- 'Y= PREFABRICATED W )/:2 t LCYk �,':r5 ,ri„ Vµ.i'+s.:: C..• o..,y a;.:to f. I 7'-O " NDOW WELL I . 2 _ 41, _ — (TWO REQ D.) BY WELLGRAFT I— -I —-1 A I EGRESS SYSTEMS, #2600 SERIES. �` 17: ' 10 O I I I s i r r — I : I REQVERIDYAND INSTALL PERRIATE /6` 0�. — — - --- R L_5J -O" .J SPECS DIRECTION. SEE � rC �,�'��,? �� • D _ I 6 IO 18'-811 1—OII 4'—r211811 � (' 4'—'Jy211 41—Sy2" 61-811 14'-2" Ell: a V F I gll 811 Lo PR JECT NO: I I I I 1911 10-7 11 DRAWN BY: Kf? TCS ,«. CHECKED BY: e?" THK. POURED GONGETE 10" L ____ ______ ____ __ ______ ___ _ _ _ J FOUNDATION WALL w/#5 REBAR - [)A T 10 P L DATE: 'rs� I X12" o% VERTICALLY, X24" o% ?^� m " 7/23/20 4 ,rtl:':N+.�:Ij.l ..r,,,.:. -ki :� „�`y¢1�7�:t,j r.?a.,Ya.• "'�1Tt%y;� '-'rF�� 7t' ;[.. 'it:l,: +2:•Iv.h - Y�l:,.:. ' ' •� HORIZONTALLY w/36 SPLICE AND Fs'Ji:�r. Al<, r?',tom' :T::.�[ �S"'7„'a' .�.'L ne.w:SyS Lu:Y r?'rr:f..z vn�a�«.}:;'rq,' YhN¢ic;�:, i';y ;.i• 'f tw ��ir^'{,�1C,e.�:E'�.>y::,'F•,n,S,�ntir:•N': 2•.;i�'',1,�'ihi%4�,.� :9^. 'r<';I;�n;,$x.�T"t syj,w�',5;,. .t>R. .`'?.... ,�te'�.Itk ''v"R�• ��.�.•. ao+o 0 U ' L - ---- - - -- - ----N-- -- �` — _na-y,— - 1 PER SPECIFICATIONS, w/REBAR AT SCALE: 1/4" — 1' —0" SCALE: TOP OF WALL. 7.;Y : . #5 REBAR = -011 v_A lo" x 20" GONG. FOOTING w/(2)#5 `g' SHEET TITLE: REBAR AT BOTTOM. SEE BLDG. i'Ay SECTIONS POURED CONCRETE ks'iy- ti��, r`F "' FOUNDATION f: RE, PLAN 241-011 Ile ri< #5 REBAR DETAIL SECTION SHEET NO: SCALE: 3/4" = 1' —0" BID & PERMIT SET B SWIMMIN FOOL. 17' 1" 5y2 r 01 BLUE E PAVE - LAB. N AR D ITE L ,- TAIL AN -5 EC5. DN N _ - -STONE TREAD HOSE BIB N 4 T. HIGH L URE STONE AD T * * MT30 O* z FE GE-A15 -GLOSI G-LDN - - - -- - - - Z A S AND THE R F - ! - - - FULL HGT. GLASS WALL f INTEGRAL STRUCTURE TONE TREAD �� --1/2x1 7.L8",APB_ - ;" II - ER ODE 8 SPEC SEE -- -- -- -- -- - - - LVL HDR -- NL GE _ / - - - - -- - - - - - - \ o cV V UJ li o 5" DI WNS OUT FOR PROVIDE HANDRAIL ~ � ROO DE K DR�INAGE O � � I v _--- -- RY I I -� u D WN ONE IDE OF !-- II I J JG o } I DN B SEMENT TAI 5 F- In i ll-7/8" TJI/360 ®16" F.J.00 Q i i � i�ORG � -�' " m L_I I NG 2 40 BOSSLu \ 11 -IN uj OM O I I I� m r o st sp ce — Z W O STUDS OD F '- y2" 5'-O" " \ � PROVIDE 51MPSON HU412 = O o :2 EA.a�_I�� I I I IIS FOR EA. JOIST THIS LINE G SED OPENING o a a:2x DECK J ISS —�-� I � DIRE T V � (4)2x4 POST � BARB QUE I' 2" P008 i__G,P�FU_ O - PROP N P A g = PROVIDE I I Cj E� (3)II-7/8"xl-3/4" DROP LVL I IRE E PE PEGS �� O�� m W PROFANE 2 I T FLUS 5T0 HEA TH CONNECTION 5._IV OR � 5'_5Y:2-- (2)11-7/8"xl-3/4" FLUSH LVL / \ - - (2)II-7/8" LVL - - _ o SIMP50N HGUS BUILT-IN CABIN TRY. I CLOSET CLOSET LINEN _ ry m p Z SIMPSON HU 12 SEE INTERIOR EL /Is I - - m } I j m Lu U — r7 N JH SEB CM 050* � I c 1 / \ = I ,. ° � ! � �—;� � --a-- � 3:- CMT3046 CMT 046 3)2xlO HDR _ �I , a I o ,� ROSS S BP�TH c > DINING I - -- - -- - - -- - - -- _ 0 _ I I I G 05ET CLOSET Itu BREAKFAST )LVLT(TYP) / \ I _ I IN OOK •o _ SI PSON HU4.7 /II o O (N vI I I I I I I I I I I I I mI n f +o o � . . -_ 1 _ _ � � � � � �� _ ?�� I - NI ml =� � I - - (3) - - -- - - --- - O ittl + m m (3)14"x 13/4' LU5H LVL �c9 Q + _ I BU I TIN , I— I I V BA QUETTE _j 0 x — FUTURE STAIRS TO LOFT (NIG) +q u z tL m H05E BIB m DN ^ — _ I m � N d1 r O 12 3 " �, WOOD FRAMED PLATFORM AN STAIRS F- �i �I i ' - 3'_ ,I/ " 3f-4Y:211 x + 5-O = TO SLAB, v4/HANDRAIL PER SP GS \ �� i = I to `�2 CONC. BETA NIM WALL - - - - - - - - - � I 2' ,- 'OOM =" CL �v NI N ml I I `r I T AREAWA B LOW N 0 F i rn� i SIMPSON HGUS I UP (2)LVL " " RAILING PER 5P GS ON I. SLOP SINK r_1 05 „�o t >1 (4)2x4 -� _ _ �3)il-"1/8 xl-3/4 LVL _ _ o o I j (4)2x4 5.50/12 _ -i m D -- - S AGGERED GO G. '-I" �® u (4)2x4 (4)2x6 RETAINING AL 20_ _ �� m � FRO N 7 x P05T POST- o Q oo 0 2 II /8" LVL w/(2)5/8"xl 'JST . PL. GOATS X96 - � o I I I ti+ . +_ o+� F 1-LUSH I OVEN = _ _ _ = o HALL m � �s z J WOOD FLR. 3 v (� Q• M b I > IN T I � x IIt WOOD 0 N I P L sHEL 5 I m I STL. d WOOD �>' Roo L 4'-8° ' J a o o } L,4 NDRY o B H o FRz o I TGf� N �I N a �0+0 1, HANDRAIL. SEE , w —'• W Z W a i I i .o I =ry - SPECS i '= a z LL Q I tr m p WOOD FLR. I j ~ O O WDER �` d� W• c=i ui - - - - - - - - - - -� I - ABI lE � III Fri - ANT I x N O O ATH ;r, I I I-7/8" " F.J. a N 0lot - - - - - - - - - � I OU ROP II _ I �I � OO TILE FLR. O �2+9s ANDING — — — W. NIMP =, p I �7t 't AGS I o II6" WIN I r =.1 '� ) xl0 *o Q t—• (2) 2x10 C) mom � to to r6. 4" T POURED G Nc TE sL , % MT 0461 CMT 046# =o �- DW ° 0� -I CM 1826/ (3) x10 Box ' - 4 REIN ORGED w/bxb�, W4. x W4. PROVIDE HOSE BIB N (3)a I R I I CMT 0 6 tN O = SLA IL11 Z-2-RO HDR T PER 5 GS ,<,;, I TRY T- �" N s ,� HVAC HVAC CMT 50* CM 050* CMT 50* 5'-0" I x x I '�'- y2" MT3050* CMT3050 PRO 166 /8 THK. PE GYP. W. ON (V N x WAL ND GEILIN FO I HOU ENG % x O G D D - z - - 1411TJ�/56 I I6 F.J. - - 3y2 3y2 5y2„ 5y2 2 �G` '/ co 2 -oil IlAe — — — — — —— —— — ♦ DN Yrj ,r r� 7'-4" 7'-I" 7'-I" 0 5-3 2 a'-3�� w01�Jf G�� F— n2 / Q v PVG RAIL NG BOTH SIDES, PER SPECS 18'-8" 151-011 21'-l0" 14'-2" 00 7r lir 11 I.e PROJECT NO: 1911 o - x I =N FRONT ENTRY STAIRS FORMED w/GONG., N I 10-a w/BLUE5TONE PAVING, TREAD MATERIAL DRAWN BY: EV&IN6, AND SPECS, ON BOH 51DE5 HANDRAILS PER DETAIL AND CHECKED BY:TCS N _ U U DOWNS, TOP 4 BOTTOM, CASED IN PVC FOR DATE: O �ry I IFIM% L LA 6x6 TREATED WOOD POST, wGALV. TIE SCALE: 1/4" = V -0" TOTAL 8" SO. FINISHED DIMENSIONS 7/23/20 CMT3 46+ CMT3046# AREAS SCALE: FIRST FLOOR: 2,315 5F SHEET TITLE: SECOND FLOOR: I,a10 5F TOTAL 4=5 SF SCREENED PORCH 440 5F FIRST GARAGE: a 10 SF FLOOR 7,_�y2„ '1'--7)/ -7 7,_2y2„ �2„ STRUGTUR�L. NOTES: PLAN TYP. LVL = 1-3/4"x11-7/8" MICROLAM (UNLESS NOTED OTHERWISE) MINIMUM HEADER = (2)2x8 24-O tJl 51MPSON HDU2 HOLD DOWN CLAMP SHEET NO: BID & PERMIT SET B A 541-011 1011 gy2" 5,/211 0/211 5y2 1-71-111 151-011 8_581_511 10'-O" (3)2x6 KI G POSTS * * VL HEADER rZ.1050*10MT3050* KI G POST LuZ ROOF DEGK DRAINAGE: PROVIDE WOOD DEGK * * * * v ON SLEEPERS OVER MEMBRANE ROOFING ON S/4" (3)I I-7/8" LVL HDR — — —— — — ———— — —— (2)2x8 HDR (2)2x8 HDR = PLYWD. DECKING, PITCHED TO OUTSIDE CORNERS OF ROOF DECK. PROVIDE DRAINS IN ROOF AT THESE CORNERS, w/PVC PIPING TO INTERNAL DOWNSPOUT AT OUTER CORNER FRAMED WALL, _ TO DRYWELL TARA S � v i F ct) — /� WOOD FLR. Q \ l-'t / 2._O.. — 2x8®Ib" G.J. \ BED O M T uj ., \ m = I \\ I Q cathedral allwn 61 / \ JAKE S WOOD FLR. �° STUDY C Z WOOD FLR. W o i _ ROOF _ m open e/Ov� to = > X = CD a SEE OF PLAN FOR W 6D 5'-3° -Sy2i 3_by2O+�O f- DECK I G OVER MEM$RANE 8-6y2 m\ TO R DGE uj U (4)2x4 TO RI G �+� = W _ _ o / \ � _jl 0 =ry I 3'-`�2j _ __ _ _ _ _ _ (4)2x6 I \ - �tLU _2x10® b G.J. _ - r` I � O � WALK-IN -► �`--- -� — „MT2634 MT2646 CMT26461 DRESSING > > °+ GUE E3ATH �- 3: C —— _ - �U CLOSET -1 i 41M 13 " 7 ) xl H ROOM _ _ _ RIDGE ABOVE. EE ROOF PLAN -TILE FLR. +_, WOOD 6 5TI.. RAILING ; o _ / PER CODE SPECS. `L � — — — ToLx4 E� �n I IIIIIIIIIIIIII © GL:-1 CIA - — + TILE FLR. FUTURE STAIRS TO LOFT. N TILE 5 R - BATH � \ I ju PROVIDE FRA NG FOR O� ENING � � - p g � � ry AND INFILL FRMING AT OPENING. = x `fl �O+ WO FLR. i O _ CL. W D = / _ I — (4)2x4 � � —� — u1 O m IN 2TLVL H R (4)2x4 \ +00 3 a-I 2 LUSH LVL - � gp TO RIDGE _ O ® + +8 s+ 8 »�- - — — — 2x4 —1 j(:2 t-I/2" LVL T04)ROOF II O O �O O ( )2x4 CD -cV I I O RIDGE Z- o 71'-5y2" 5'-lVY II CL. 4'-4" 5'-O" v co Q• M cq ATL 5' o U ST � ;- Li a o _ a 5 OOM GU ST o ;� W • W z W a i A W OD FLR. � D O O M m 'p W. v w U- cathedral Celli I E FL N ON ON / - a N a o LANDING cothedr cellin W• N = M - WOOD FLR. 9 OPEN SPACE TO 1'`/00 FLR. ? M O I p BELOW WRAILING ♦ Q 1- d) i I A�T�G I f O (3) x l0 HDR — (n Co. PROVIDE 1/4" P YWD. 5U5FLR. IN m O CM 182 CMT30 6 CMT3046 - CMT 046 AREAS P4/MO THAN 48" HEIGHT (3)2x1 HDR (3)2x6 KI r POSTS N CMT 046 (3)2x1 HDR cv CM T30;6♦ CM T3046♦ CM T3046♦ CM T30461 _ I ( L(3)2x6 KING POSTS ROOF COVE INC BELOW (5)2xb KIN& POSTS I I _ F-V Y©f 51.611 spa/" Irl y2 13-3 y22 151-5D Irl o- 1 I PROJECT NO: I i 3'-�2" 5'-3y2" '-7" a'-O" 10'-I" 28,-7„ 10'-5y2" 7._1.. 1911 DRAWN BY: TCS 10'-0" l8'-0" 21'-10" 14'-2" CHECKED BY: DATE: 7/23/20 It I SCALE: CMT 6 1/4" = 1'-0" AV SHEET TITLE: S ECU Im D F LO' Orm"' 51"im" LAN SCALE: 1/4" = 1' -0" SECOND I2'-o" STRUCTURAL NOTES: FLOOR 11 PLAN TYP. LVL = 1-3/4"x9-1/2" MIGROLAM (UNLESS NOTED OTHERWISE) 24'-0" MINIMUM HEADER = (2)2x8 PLAN 5HOW5 STRUCTURAL SIZES FOR CEILING FRAMING. SEE ROOF PLAN FOR RIDGE/RAFTER FRAMING, INCLUDING SHEET NO: AT CATHEDRAL CEILING SPACES BID & PERMIT SET B A of ui Z 2x10 I6" R.R. 2x10®I6" R.R. 2x10 I6" R.R. —2x[0@16" R.R. ROOF DECK DRAINAGE: PROVIDE WOOD DECK 2x10®16" R. I VR. UJON SLEEPERS OVER MEMBRANE ROOFING ON V -�' f PLYWD. DECKING, PITCHED TO OUTSIDE CORNERS ( I \ lu OF ROOF DECK. PROVIDE DRAINS IN ROOF AT _ THESE CORNERS, P4/P\/C. PIPING TO INTERNAL I _ DOWNSPOUT AT OUTER CORNER FRAMED WALL, I \ TO DRYAELL x100 I6" R.R. N Q 26'-11y2„ I tu �O\ Lu iv Q i W DECKfi91� �+ W T ,rye o -�,� > I ^ �ry a m ��\ \ Lu W 2x10016" R.R. > Z w D0 (2)II-7/8" LVL RIDGE BELOW 31 \j Fm I \ O \ TREATE CEDAR SHINGLE ROOF ON LATH ON ly _ PLYYV. PECKIN6, PER 5PEG _ I N I 2x10 PLATE OVER I / 2x10 PLATE OVER / R.R. BELOW JI.1 p% I A Z 2x10 PLATE OVER } I co <. M �V _.... R.R. BELOW -a Y P N � N � �• Q o M Lu _j \ p I LLJ• to QN � \\ x 2x10®I6" R.R. �:21xllo@lb" R.R. 2x10©I6" R.R. W O I - I 2x10®I6" R.R. a H• � co co I d' 21'-C" 18-l0" PROJECT NO: 1911 DRAWN BY: I TCS CHECKED BY: I I DATE: 7123120 SCALE: 1/41' = 1'-0" SHEET TITLE: Alla R 0 (m) rr' Lm IV SCALE: 1/4" = V -0" STRUCTURAL NOTES: ROOF PLAN SHOWS 5TRUGTURAL SIZES FOR ROOF FRAMING. SEE PLAN SECOND FLOOR PLAN FOR HEADER 4 CEILING FRAMING, �� INCLUDING POSTING TO UNDERSIDE OF RIDGES 2'y-O SHEET NO: BID & PERMIT SET A GLAD TIMBER WINDOW WALL w/SLIDING DOORS. B TREATED CEDAR SHINGLE ROOF ON LATH ON SEE DETAIL SHEET AND SPECS. PL-00. DECKING, PER SPECS Ix8 PVC FA50IA BOARD, w/GUTTER PER SPECS ON LOWER EDGES, AND Ix4 AT RAKE OVERHANG5. PROVIDE Ix8 PVC FRIEZE BELOW ROOF DECK w/INTERNAL DRAINAGE. PROVIDE PVG HANDRAIL w/PAINTED MAHOGANY GAP, PER DETAIL SECTION AND SPECS. AREA SHOWN HATCHED YV/AUTOMATIC SCREENS. SEE DETAIL SECTION 4 5PE05. MT3050 MT3050 MT3050 MT3050 MT3050 MT3050 MT3050 MT3050 64 \ \ / \ / \ / \N\ I/ — — I ui/ \ / \ /=/�i 6 CEDAR WALL SHINGLES PER SPECS ON v Z \ BLDG. PAPER ON %" THK. PLYWD. SHEATHING 2nd FLR.— — UJ V LOFT FLR.— ui - / \ ~ y y / \ GLAD N.D. WINDOW w/'/4x4" GA51N6 WDRIP W ta4T 050 MT 05 MT 050 r' s 5 ;fl;.�. , AND 2 PVG SILL (TYP.) !- -/ �` T Q 0 {��` ,� 46 MT GAP ABOVE " GP 80 ,` xGP4080 ' \}. !X% , Z S,'4\.. ,,_. 1 r let FLR_ — ui Lu Z / / \ MASONRY FOUNDATION BEYOND uj O CM 2646k 646 MT26f6# - - - - - - - - - - - - - - BASEMENT SLR_ TREATED CEDAR SHINGLE ROOF ON mi"m H E L E I"Ek T 10 IN B LATH ON PLYWD. DECKING, PER SPECS AF S SCALE: 1/4" 1' -0" od z Ix8 PVC FASCIA BOARD, v4/GUTTER N Q PER 5PE05 ON LOWER EDGE5, AND Ix4 AT RAKE OVERHANGS. PROVIDE Ix8 * PVC FRIEZE BELOW J W .J• ~ z w a = a z u- W•OF ci w o a � 0 � W• N = 4 U 1 Ti / \ 8 GLAD WD. WINDOW w/g/4x4" CASING vi/`DRIP 46 MT 0� 46 MT 0� MT 046 46 MT 04CAP ABOVE, AND 2" PVC SILL (TYP.) \ / MT — — 2nd FLR. M T 046 G'r LOFT CEDAR WALL SHINGLES PER SPECS ON BLDG. PAPER ON 5/8" THK. PLYWD. SHEATHING 1< <F / \ MT 0 MT 046 46 / \ to4T 050 MT 05 MT 050 �$ \ 1odT 050 MT 050 PROJECT NO: 1911 B6" HIH RAILING PER SPECS ON 46 MT GSTAGGERED GONG. WALL ENCLOSING DRAWN BY: AREAWAY TO BASEMENT TCS / MT 046 CHECKED BY: - - - - - - - - - - - - - — 1 110, - - - - - - — IStFLR. DATE: GARAGE SLAB 7/23/20 — — — — — — — — — — — — — — — — — — — 71 SCALE: I // / 1" THK. SMOOTH GONG. STUCCO ON EXPOSED SHEET TITLE: T 63 \263 I — T263 PORTIONS OF FOUNDATION WALLS — — \ 1--, 1-NI \ PRE-FABRICATED WINDOW WELL W/ESCAPE NORTH & STEPS TO GRADE. SEE SPEG5. ENTRY ROOF AT a:12 PITCH, W/FRAMING ANGHORET:;� I SOUTH SECURELY TO WALL ABOVE. PROVIDE CA5ED COLUMNS AND BEAMS, w/CEI L ING TO MATCH 50FF I T5 i I I MASONRY FOUNDATION BEYOND ELEVATION MASONRY FRONT STAIRS w/BLUE5TONE PAVING AND STUCCO FACING. PROVIDE HANDRAILS PER SPECS BASEMENT FLR. SHEET NO: — — — — — — — — — — — — — — — — — — — — — — Ll N A T a IN SOUTH ELEA 10 INE A SCALE: 1/4" = V -0" DID & PERMIT STET C TREATED CEDAR SHINGLE ROOF ON LATH ON PLYWD. DECKING, PER SPECS. DOTTED LINE D 4 INDICATES ROOF LINE ON CENTRAL GABLE Ix8 PVC FASCIA BOARD, w/SUTTER PER SPE05 ON LOWER EDGES, AND Ix4 AT RAKE OVERHANGS. PROVIDE Ix8 PVG FRIEZE BELOW / \ 44 / \ GLAD MARVIN WINDOWS PER SPECS w/5/4"x4" PVC WINDOW CA51N65, w/2" PVC SILL AND ItL41 MT Oak DRIP GAP (TYP.) Z — — — — — — — — — — — — — — — — — — — — — — 2nd FLR. _ Lu V CEDAR WALL SHINGLES PER SPECS ON �- BLDG. PAPER ON 5/8" THK. PLYWD. SHEATHING IN, E43. uiC LLJ \ IXT 050 MT 058 1o4T 0 0 MT 050 \ Z Im \\ / / TOP OF RETAINING WALPZAILIN6 PER SPECS L SEE SPECORED SECURELY AND AT W ENLARGED SITE PLAN Q PVC. RAILING BOTH SIDES, PER SPECS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ist FLR.ffl H R� w I uu W CONCRETE FOUNDATION WALL. PROVIDE Q DAMPPROOF I NS, AND I" THK. SMOOTH GONG. STUCCO Z FINISH (ABOVE GRADE) II111 [ iiii I // III �/ \ I ui D 56" HIGH RAILING PER SPECS ON STAGGERED GONG. O / I I 117- i I // III WALL ENCLOSING AREAWAY TO BASEMENT3: cn 1 ( 1T 2641 III Cq1 646*1II�MT2 64 III \ IN / i s - - - - - - - - � i 1 I - -_\�I L II�� II L� L 1 III \ III LINE OF GONG. STAIRS FROM GRADE TO II BASEMENT LEVEL. PROVIDE HANDRAIL ONE SIDE I I I BASEMENT PLR. XE 'An S -T E L E A T 10 ONE C SCALE: 1/4" V -0" ad z V/ Q• M �} 07 / \ W �• 8 i w x aZu- TREATED CEDAR SHINGLE ROOF ON LATH ON PLYWD. DECKING, PER SPECS. DOTTED LINE W• < N 0 o INDICATES ROOF LINE ON CENTRAL GABLE Q to O cq W• r x M r' Q F-• v Ix8 PVC FASCIA BOARD, w/GUTTER PER SPECS ON LOWER EDGES, AND Ix4 AT RAKE OVERHANGS. PROVIDE Ix8 PVC FRIEZE BELOW DOTTED LINES INDICATE LINE OF GABLE ROOF BETWEEN _— = GARAGE AND HOUSE, AND OF WING I NGLUD I NS MA57ER BATH P811610 4- ROOF DECK WINTERNAL DRAINAGE. PROVIDE lf�, -Y�,P.fV9/�.:� PVC, HANDRAIL W/MAHOSANY GAP, PER DETAIL SECTION AND 5PE05. t 2nd FLR. r!� r; w PR JECT NO: n Yx. 1911 DRAWN BY: AREA SHOWN HATCHED w/AUTOMATIC SCREENS. ti a y,, TCS SEE DETAIL SECTION 4 SFECS. ' t CHECKED BY: 7/7"77 u, ;r Jul 1� 1� III MT 058 5HINGLED COLUMN/WALL5 SUPPORTING ROOF DECK 8 lex / a v DATE: ABOVE. PROVIDE WOOD SHINSLES ALL SIDES OVERHEAD GARAGE DOORS PER 5PE05, w/5/4"x4" PVG GASINS 7/23/20 SCALE: 1/4" = 1'-0.. Ist FLR. SHEET TITLE: % ;;> ' - - - EAST & WEST ELEVATION U AF SHEET NO: E S T E E uIlAr A T 10 ONE SCALE: 1/4" = 1' -0" BASEMENT BLR.— BID & PERMIT SET REVISIONS - C 1 17 WALL SECTION � i i i z TOP RI i:;)&F- lvori�w) WZu D 2x4®32" STRAPS FROM RIDGE TO STRON&BAGK IN GLC. FRAMING TREATED CEDAR SHINGLE ROOFING ON ICE d WATER UNDERLAYMENT PER 5PE05, ON 5/4" Q .fl 12 PLYWD. DECKING ON 2x 10®I b" RAFTERS PER ROOF PLAN PROVIDE (3)2x10 GEILIN6 JOISTS TO ATT I O 2x10®I6 GLC. JOISTS w/BATT INSULATION PROVIDE (3)2x10 CEILING JOISTS TO W SUPPORT ROOF RAFTERS. TURN GEILIN6 PER 5PE05 SUPPORT ROOF RAFTERS. TURN GEILIN6I JOISTS PARALLEL TO RAFTERS JOISTS PARALLEL TO RAFTERS TOP ATTI O SU3FLOOR - — — �" — — — � Z TOP 2ndL PLATE yuj y - - - - ii� k/ � \A/ / �i \/; /l 7Tm/ / 1 �/ Y X � ` % \/ 7�F.� v / �\k/�� /\\k; \ � '\/y''\,%\ \/` \/'�/ '`/\ '. /\i\ �� ./\ l i \i� /"� i I : ' i i C k R Y, D Y k k 1 f, f i — — — — — — Ix w UTTER — —' Q Ix PVC SOFFIT IX8 FRIEZE BOARD UNDER SOFFIT a BUILT-UP WOOD 61RDER PER 2nd FLK. PLAN / // I -+— /4x4 WINDOW CASING, w/DRIP GAP W > &YP. BD. INTERIOR FINISH // // �U STI _ CLAD INOOS AND ON PEP, FLOOR PLANS, Q CSZ TIMBER CURTAIN WALL WCASED EXTERIOR SURFACES, IN5ULATIN& &LASS AND SLIDING DOORS 2" THK. PVC EXTENDED SILL (TYP) O Lo \\ \\ I TYP. ROOFING ON 2x8®Ib" RAFTERS, SECURELY \ \\ I I A TMGIED w/GALV. ANCHORS THRU BLOCKING TOFINI` TOP FIN. 2nd FLOOR — TOP I st FLR PLATS p SEE INTERIO ELEVATIONS — — — — FOR DETAILE OF - CABINETRY 15 SPACE I PVC CASED BUILT-UP BEAM TO SUPPORT ROOF FRAMING ABOVE. PROVIDE &ALV. ANCHORS / I WOOD FLOORING PER SPECS ON g/4" PLYWD. /' PVC. CEILING PER SPECS ON 2x10®Ib" FRAMING, 5UBFLOOR ON TJI FRAMING PER BASEMENT PLAN, I / I I SECURELY ATTACHED TO WALL FRAMING BEYOND w/BATT INSULATION PER 5PE05 / FRONT DOOR PER SPECS, w/TYP. CASINGS STONE TREAD AT EXTERIOR ENTRY ON GONG. / E I`lTR I ------ I STRUCTURE BELOW. PROVIDE FLASHING FOR ' I 08 z- ATERTHT CONSTRUCTION / WATERTIGHT \ I I ON CO C.BLUESTONPAVINS SETTING /NG BED, PITCHED AD TTo To EXTERIOR. coORDER a' \ PROVIDE METAL FLASHING AT WALL Y4/HOUSE BLUESTONE PAVING ON SETTING BED ON 4" \ I I J REINF. GONG. SLAB, PITCHED AWAY FROM y Q 0 M HOUSE. PROVIDE REINF. HAUNCH, CONNECTED \\ 4" THK. REINF. GONG. SLAB, Y4/REINF. HAUNCH AT W _J• w Z 3 x TO FOUNDATION \ I INNER WALL, ATTACHED SECURELY TO FOUNDATION '= a z LL DW• � NWo \\ HANDRAIL BOTH 51DES PER SPE05 a N o w +61.5 TOP FIN. 15t FLOOR W. N ct1 x X FA \�� '` �� X/ J /! X + BLUESTONE TREADS IN 5ETTING BED ON V V / J�J �J l NUJ �_ �l �� J� '�. X J 1 /. J. l l 4 N N66.5 TOP FOUNDATION :, �� - - - - - - .. . • �:' :*�' +r= REINF. GONG. STRUCTURE, w/ STUCCO SIDE 1, t �; 1.1.5 AAILZ R15ER5- �' �;k.. STL. BEAM PER FOLf 4DATION PLAN I /'" / ;j \X/ / BLUESTONE PAVERS ATTACHED TO \ L r _ / /: TR. NO. STEPS AT RETAININ G WALL \ \\ \ `,\\` `�' \\'\\\ \ \\/\ \ `\\ \\ \\\'\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \\ \ \ \ \ \ #; \ \ pp \��\` \\ ' \\�\\ \� \\� \\\\"_F}`1 '/'\;/ I j,\ �.I'. ,\ FILLED AREA ''// // LINE OF FUTURE 6Y . BD. GEILIN6, TO BE CONNECTED. „ . \\/ / \i \\/ /\��\/\\/\/\\/\/ / s-••t,.>.a, I ,;; '/ //'\,i /`' 8 THK. REINF. GONG. FOUNDATION w/5"xIb" FILLED AREA \ \\ \; > \\\\ \\\; \ \,\ \ \\ ,\ \ \\\' :;'•'.' TO 2xb®Ib CEILING FRAMING, ANCHORED TO JOISTS m s i / \ \ \' \ \ \\\ \ j �\ y.': \ ARING ON `' t `' �� ;\/ �\/ �`/ \% ' / / / `i / / `/ -}�� \ I-– _ _ '\ /• \. 'I. � �, "KEINE. GONG. FOOTING, BE UNDISTURBED SUBGRADE +6I .8 EXIST &RAD <//,\//\/ .//, // // / \//`//\// // ,," — — — ; I s•I ,. \//, ; x,.; = j\� r� �— 's Fu UR \/' / \/ \/ \/ FLA***r ROOM 1 \ —J Yti'4 \\/ \ \ \. /\\ \ / / \ \ l i`•','`. \ //\' \ \j \ \ 4" THK. GONG. SLA , REINFORCED w/bxb, PROJECT NO.: i /: W2.OxW2.0 W.W.M. PROVIDE 2 RIGID INSULATION / 10 THK. POURED GONG. FOUNDATION WALL w/#5 1911 BELOW SLAB ON 2 THK. SLAB INSULATION PER J `a',;?= /`.. / \" / \ \` „ „ \ `\ \ \\ \\ \ \\ \\ \\ ':•3;,a? / – I \ \ \ REBAR ®12 VERTICALLY 4 \ \ SPECS ON GOMPA TED SUB-GRADE , 2 HORIZONTALLY, / ' \ /B " L AND PER SPECIFIC x \ DRAWN BY: r / / GI w IQ D APP IONS, / \/ �/ / / / // // / ' ' / I ,::. :•: // : j ' / //, / lL LIED DAMPPROOFIN6 / \ \ \/ \\/ \�\/\\/ \ \ �t: , _J a>G:,.,. \/ / //. AT TCS \ �..,... \ \ /\ , ,/ /\ / \/ /\ / �' \/ \/ \ �:;` CHECKED BY: , M: .: / / / +}�//�� }}��•'•'') �\I V \ \ \ / n >, { ...t. • l aS. r .. ..M .. .. .. Y 1f. ,3 4':. ..•T-.::.''lt: a a'.^•',....;Y:•,7;:.:.•::..•'i...; �... / \ \ ✓V/\�O t\ � / / / // \ j � // /\ /\ / / / ,i• .} .+. >r .l. "h J. 7. fY �:�'r.•.irdl`''::" y� �'. y, L V/ \ \, \ \ \\\/ \ \ \\ \ \ 'tut;4::...r....••; tt• / \ -i' % I '\/ .I \ \ \ \ \ \j \ , / .:.•.'::'. \n 'u' DATE: / \ '/" / \ \ /' \ i YR Sy �1+d%(• \ \ / \ / \ \ %' \ / IO X24 PO \ '=f' URED GONG. FOOTING SET ON \ \ \ \ / /' i / \ i \�/\ \ \ \ :,.. ; ,.,., \ \ \ \ / \ / / \ / : ,.:;' •. 7123/20 / / /` ///.` \ /` / /. / \/ / / / // \ / / / / / - / 7L/ SOIL w/3 #S CONTINUOUS REBAR �,,�/,�( \ /�'- ,, // UNDISTURBED ( ) \\./ \ \ \ \\/ \\ \\ \\\\\ /\\ /\\ �\ \\ \\ \\/ \. \` \\ ,\ \'/ `\\ /\\ /\ \ / `\ /\\\ / \ / '' \ \ \ % j'' %\\ \ \. ' \\j \/;\ \ SCALE: / Xx ; // //\/ \/ / //\ \ , ,\ //\ !'\ /\ �\, /�' / /� �/ ; \ / /�;; \ \ \'\ \ \ ;\\ \\\' \ \\ \\ \� \\ \ \ \ \ \ \ \ \ \ \ \ \ SHEET TITLE. / \.'. \ \ . / /\ ; \, // \%/ // '\'\ ,\\ \ " y NOTE : BUILDING // /\ �/\\//\\%/ \/:' `\// \/ / / \ \ / ! \^EN5URE FOOTI N65 BEAR ON VIRGIN 5UB5URFACE, OR ON COMP SECTION �\ ACTED MATERIAL IN ACCORDANCE `//\ /\ //\ WITH 5PEGIFIGATI0N5 B U I L D I H 0 iq \ \ x' \ \ \ \'\ \\/ \,,SCALE: 3/8 1. _0'. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / '/ /' / / // / / / •'/ // / /� / ' \/ / // / \/ / / / // \// ' /./ SHEET \ \ \ \ \ \ \ % \/ i' / \\'\ \ \ / \ \ \' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\, \' \ \' \ \ \ \ \ \ \ \ \\ \ \\\ \\ \ BID & PERMIT SET REVISIONS c PROVIDE (2)2x6 BLOGKIN6 BETWEEN CEILING J015T5 FOR BEARING AT ROOF RAFTERS, TO ALIGN FASCIA ON EXTERIOR. EXTEND PLYWD. 5HEATHIN6 TO TOP OF BLOGKIN6. PROVIDE GALV. FRAMING ANCHORS FOR ATTACHMENT OF RAFTERS TO TOP PLATE (TYPJ z 12 TREATED CEDAR SHINGLE ROOFING ON / a UNDERLAYMENT PER 5PEG5, ON 5/4" PLYWD. tt�� / DECKING ON 2x10®I6" RAFTERS PER ROOF r PLAN. PROVIDE SPRAY FOAM INSULATION PER INE OF PITCHED ROOF BEYOND SPECS FOR 'HOT ROOF' / / Q / PROVIDE (2)2x6 BLOCKING BETWEEN CEILING / \ J015T5 FOR BEARING AT ROOF RAFTERS, TO / r I ALIGN FASCIA ON EXTERIOR. EXTEND PLYWD. A771 G SHEATHING TO TOP OF BLOGKIN6. PROVIDE W 6ALV. HURRICANE CLIP MIN6 ANCHORS FOR / ATTACHMENT OF RAFTERS TI OTOP PLATE (TYPi z TOP A771 C. SU5FLOOR r Z TOP 2nd FLR PLATP — — — — — — \ \ x , ,Y, � ,\/Y\ y\ \i�\ z, r, I y, r, ,r, — — — — — — — — W \ X� ,1 k/ /`','" el' ;; ` ; Y X/ Y�X X'' �' ' \x1 X •k''�' •, \� •��', \. .� \^/ Ix8 PVC FASCIA w/GUTTER PER SPECS Q � ,Ib IPE DECKING ON TAPERED TR. WD. SLEEPERS 12" \ R FTE SOFFIT, PART FOLLOWING ANGLE OF ON RUBBER MEMBRANE ROOFING, EXTENDING / \ 24" UP SURROUNDING WALLS, ON s/4" PLYWD. / \ RAFTERS, w/Ix8 FRIEZE BOARD W_ DECKING PITCHED TO' DRAINS. SEE DETAIL / GLAD WOOD WINDOW PER FLOOR PLANS, �j-•� \ ELEVATIONS AND SPECS Q ROO � C/IG I rjHONER \ 2" THK. PVG EXTENDED SILL (TYP) Z DETAIL SECTION I PAIH PROVIDE FLASHING AT ROOF/WALL INTERSECTION �Nlool / TILE FLOOR FINISH ON 2" SLAB ON 5/4" PLYWD. to 12 5UBFLR. ON TJI FRAMING PER Ist FLR PLAN TOP FIN. 2nd FLOOR Y r A` r' y7-- TOP Ist FLR PLATS I , ;1, x, �f V - / \1V i \� -\ ; •; i\; 1 \y © I STRUCTURAL HEADER PER PLANS CASED \ TOGETHER Y4/INVISIBLE SCREEN ROLLER \ ASSEMBLY. SEE DETAIL TJI FLR. FRAMING PER Ist FLR. PLAN w/BATT / INSULATION PER SPECS. PROVIDE 5/8" GYP. BD. FIN15HE5 i STONE TERRACE AT SCREENED PORCH ON GONG. �• 1� FOOL H W. STRUCTURE BELOPROVIDE FLA5HIN6 AT (,� O WALL5 FOR WATERTIGHT CONSTRUCTION Z POv/ Q• M a fn � e BLUESTONE PAVING ON SETTING BED ON 411 SOINGLE SIDING ON BLDG. PAPER ON 5/811 PLYWD. '� �' C REINF. GONG. SLAB, PITCHED AWAY FROM I 514EATHIN6 ON 2x6016" FRAMING WINSULATION ol o ° HOUSE. PROVIDE REINF. HAUNCH, CONNECTED PCR SPE05 Lu -J• w z 3 x TO FOUNDATION - _ `= a z ua- TILE FLOOR FIN15H ON 2" SLAB ON s/4" PLYWD. W S'0'BFLR. ON TJI FRAMING PER BASEMENT PLAN W• N x° M +67.5 TOP FIN. Ist FLOOR = U .4. D,A .• :.:6• '••('% ..F c.t: • •.f•.rJ l.vn p—`T—'Z---X—_T_l'—Y_—t-1`�•--1`Y_T—.1`—'!—,._ _—_— _ .:1:.. .gr` ,'f; "r';`,:q'.,.•.•.f ^p.. �..r:. r.{.: .Cie:•',*. —y—y y--y--_ v r—r ----,—r—r--r +66.5 TOP FOUNTI ON a; y - _ .:. — — — x. \ \ \ \ \ _{ I \\ \ RIGHTED \''\%/ // i/• '/ ;\./�/\ ''\,/\; \/ `�:e; /\/\ \\ \ \%\/\/ /' /� ,PREFAB WINDOW WELL w/EGRE55 , \/ \/ \ \' \/ \/ \FILLED.ARE \! \/ \/ \�/\/ \ \\/\' ;•\\ ',\ \i\\. \ ./ \ \. \/\\,\` j \ \ j\.$! .i:?r / \ \ \ \ \ \\i \ \\ \\ \/ \ \\ \\ \ \ \/ \, •F•;-^H /\ \;\ \/ \ \ STEPS TO GRADE. SEE 5PEG5 n F \ Cl I �l I G I \ .:GLAD WOOD WINDOW PER FLOOR PLANS, /\ \ /ELEVATIONS AND 5PEG5 \ / \\ \/ \/ \/ -#7,j% \/ \ / / �\ \ \/ \ X\ / /\\\/\/\\/ /\\ /\ ,.',y'n'�i'r \\\ \ \/\ ' / /, \ \ .- r •r \/ / / / ,\ %/\//\ /j\ // \// // \ % \ \ /\ / !t :~- / \ , \ \ // / ; / FILLEb AREA \ \ \ \\\\ \\ \\ \/ \ ,; \ \\ \ \\ \ \ \.\ \\ , \ ,\ \ \\ \ \\ \\ .e'er%j: 4" THK. GONG. SLAB, REINF ED w/6x6, ',��, \�\\i�\\\ \\ �' '\/\ \\ % ` \,' \ PROJECT NO.: / \ / / / F ;" W2.OxW2.0 W.W.M. PROVIDE RIGID INSULATION >'s:`'"` # 1911 / /� //\ // // // \ / // /,' /\� f 'p' 10 .:THK!POURED GONG. FOUNDATION WALL w/ 5 \ BELOW SLAB ON 2" THK. 5 INSULATION PER -''' \ II II \\ \ \ \ \\ \ \\ \ \\ \\ \\' \I \ \\ \ \ \ \',\\ \'\ " :.< ry ! \.\ \% \ // \ " �\.\ 'REBAR ®12 VERTICALLY, 24 HORIZONTALLY \ \ \ \ / \/ \ /\ / %\ \ / \ 5PEG5 ON COMPACTED SU RADE , \ \' \ \\ / »• \ \\ �:~°: ?�3•;,.t: \ % /\ `\ TIONS, /\ \/\/\ \ \ / •\/ �\/ / \ % �' ;:'• 4'� \ \/ /w/36"� PLIGE AND PER SPEGIFIGA DRAWN BY: \ / X\\/ / /1 D APPLIED DAMPPROOFING TCS // / \ \ / \ \ \ / j IL CHECKED BY: / / r. 56 TOP ATG %\ ,., i'\ \ % / T \ \ i «:;,w.�. DATE: \ :t •' �+;:�1• / /' \ \ rr.:/.; 10 x24. POURED GONG. FOOTING SET / / // ,',,w,�:.y,,,..,..,.. / / / / / / / / ,;';. ;: \/ ; 7/23/20 L. ; \//\/ / / UNDISTURBED SOILv4/(5)#5 \/\/\ / / / /\ / / �/ \/ \% \; \ % \/ \1\ \�'\/ \ / ` \ \/\ \ \ \\i'\\\/ '\ \/ \/\ \�/' \' 77 / / \/ \ /. , ; '\ CONTINUOUS REBAR \ \ \\ \\ \\ \\ / \\ \\ .\ \\ \\ \\ \ \\ ,\ \\ \ \ \ V/ `:\ \ \ \ \ \\ \\\ \ \\ \ SCALE: \ \ \ \ V11-019 \ . .\ ' \ \ \ \ \\ \ \\' \ \ \ \\\ \ \ \ \\ \ \ \ / \ \ ; \ i\\ `\\ \/ \/ `\\\ / i \ \ \\' SHEET TITLE: /X\/\ \: /\ / / .\ / / \ / / \/ / x BUILDING \' \' \\' N/� / .\ \ \�/\\ i\\' / \ /� /' /' ENSURE FOOTINGSBEAR ON VIRGIN SUBSURFACE, \ \ \% \ \ \ '2�R bN AL IN ACCORDANCESECTION / \ /\ / j \ \\ / \ \ / \ /\ \\/ '\\/ \ \ COMPACTED MATERIAL /\/j % / // % / / / i i / / \'' \ ii ;, ,/'' / i/./ /,. / ,\i ,. ;;,� ;,\ ; / i\/ \/ /.' /��/;' \ :WITH SPEGIFIGATIONS / B ` mlm DiNe" el" 1 / / /, \ / \ \ B \\� \\\/ \\ SCALE. 3/8" — 1 -0 \ \ \ \ \ \\ \\ \ \\ \ \\'. \ :\ \; \ \\ \� \� \\\ \\\ \\\,.�\ \'\ ` \ \ \ \' / / // \ // / ; // \, / /' / /. \/ / ' / /'\ / /\ /; , j �. /. /� /\/;' / / /' SHEET NO: BID & PERMUT SET REVISIONS . A ,'I . IB — < � TREATED CEDAR S/— . HINGLE ROOFING ON UNDERLAYMENT PER SPEC , ON %" PLYWD. DECKING ON 2x10®16" RAHTER5 PER ROOF PLAN. PROVIDE SPRAY FOAM INSULATION PER SPECS FOR 'HOT ROOF' SPRAY FOAM INSULATION PER SPECS FOR \ < 'HOT ROOF' --\ I r it �`—, TOF ROOF 1��CG AT FLAT Y V PROVIDE (2)2x6 BLOCKING BETWEEN GEILIN6 JOISTS FOR BEARING AT ROOF , RAFTERS, TO ALIGN FASCIA ON EXTERIOR. PRO IDE P STS U ER I GE B AM, TREATED CEDAR SHINGLE ROOFING ON UNDERLAYMENT SPECS, ON 5/4" PLYWD. EXTEND PLYWD. SHEATHING TO TOP OFN ALI D w LS ELO PER - DECKING ON 2x10 IG," RAFTERS PER ROOF BLOCKING. PROVIDE QALY. HURRICANE SE ND FL ORP N PLAN. PROVIDE 5 Y FOAM INSULATION PER CLIP FRAMING ANCHORS FOR ATTACHMENT _ 12 SPECS FOR 'H07 OF' OF RAFTERS TO TOP PLATE (TYP) a IIIII,- 8 WIDE " PL . SU FLOO � � q Q T I �_ PROVIDE MULTIPLE 2xb TOP PLATE TO BEAR a STT I G RAFTERS AT OPE1 CEILING, TO ALIGN FASCIAU) 2x10 16" G . JOI 5 A5 WN N 2n - ON EXTERIOR. EXTEND PLYWD. SHEATHING TO TOP OF BLOCKING AND PROVIDE HURRICANE W FLR LAN, ATT INSULA ION P IPM:5-- - CATHEDRAL CEILING w/SPRAY CLIPS &ALV. FRAYING, ANCHORS -' - FOAM AT EXTERIOR SECTION d BATT INSULATION AT INTERIOR TOS STT I G SU� Lfi� _ _ _ _ _ — — — — �" _ _ _ 2nd L fi� L T Y /r Y y Y R /y, 7 :� /r. /', /r\ �,\ Y /�/\ \ ,\ A' ` '\ r\/\/` \ A�\\ \I �� 'I W)/wm/ 'v /v 1, Y k ) /k K � ),\ X } Y Y Y \ /'\ \ / — ( \/ / / �/\/\/1\/ /�/ \/ /1 — — — 1x8 PVG FASCIA w/GUTTER PER SPECS \A ,) '',µ' x' '.A 'x' k: k A a k, x � \ X X � X X X X � n k/�, Y X ) X A 7 \1 / / X is ,�X Y X. �Z- --- I — >= < > j i _- _ Ix PVC SOFFIT, PART FOLLOWING ANGLE OF > uj I'-b„ -1 \\\ � \\\ _ _ /// MASTER RAFTERS, w/PVG GROWN MOLDING AT FRIEZE BOARD SHINGLE SIDING ON BLDG. -- - \ 2x6®Ib" WALL FRAMING, AT TWO STORY \ / GLAD WOOD DOOR PER FLOOR PLANS, • PAPER ON �/8" PLYWD. Q \\ �, WALL5, w/BATT INSULATION PER 5PEG5 \\ _ /% OPEN TO SEG ON ELEVATIONS AND SPECS. FLASH AT SILL Q SHEATHING ON 2xb®Ib" FRAMING ,_ IS STUDY _ Tib IS TU�Y <' AND S/8�� GYP. BD. FINISH \ // DROOM6 11 IP�DEGKING ON TAPERED TR. WD. SLEEPERS Z ON fkUBBER MEMBRANE ROOFING, EXTENDING w INSULATIO R G -, % \ \ \,/� 24" UP b6l,RROUNDING WALLS, ON g/4" PLYWD. DECKING fRJTGHED TO DRAINS. SEE DETAIL O // // \\ ' \ ♦^ / / - \ \ V/ i�00 ISG \ / -� / - \ \ .} // � // _ \\ 1�, TOF FIN. 2nd FLR /' /' — 1 m . — I — F= T""""' {}-.-I }��+ }}.�r�I jJ,�y }}�— y Y ), ti r r ) Y\ 'v .Y' X ,r ,� r ( \ v x 'f r v v" r 7 7 I.7� I I L.../ `TLS (% �/ �I \l \i�\ / . '\�` / \/ , � i / �� \� / ( '\\i / ,� 1 1 ). JYv - = 1 1. ), I. ) I 1 ) 1, i ) 11 11 11 I I \ — — � — Y LIVING ROOM o _ - I \ // y= // \\ /' \\ \ \� / STRUr,-6AAL HEADER PER PLANS CASED ,Y-_ / \ / \ \ PROVIDE CEILING FINISH 5 EC5 ON � / S \ BLOCKING READ FOR GEILI F USH �, -'OfETHER w/INV151BLE SCREEN ROLLER // \\ // \\ � \\\ w/AREA ROOF DECK I /// ASSEMBLY. SEE DETAIL / \ / \ \ / / \ / \ -? REVISIONS Z V co Q W z TOF RIDGE LV Q TREATED CEDAR 5HINGLE ROOFING ON UNDERLAYMENT PER SPECS, ON V PLYWD. 11J DECKING ON 2x10®I6" RAFTERS PER ROOF PLAN. PROVIDE FRAMING FOR FUTURE STAIR OPENING, INFILLED w/FRAMIN6 8 FINISH I M O FI 15HES O GLC. JOISTS PER let FLR. PLAN 12 v♦ WBUILT-UP GIRDERS, w/5/4" PLYWD. a LID SUBFLR., Y4/BATT INSULATION PER SPECS. r TOP ATTIC, SUE3FLfiz 2x6 PLATE ON TOP OF SURFER. r, /GUTTER PER SPECS TOS' Gi� G 'LT � u\ \!X_�! \\!�`�.�C _X-x - �% x- '--'x Ix8 PVC, FASCIA w Ix PVG SOFFIT, PART FOLLOWING ANGLE OF WOOD 61RDER PER let FLR PLAN \ RAFTERS, w/PVG GROWN MOLDING AT FRIEZE BOARD POWERED OVERHEAD DOORS PER PLANS, ELEVATIONS AND SPECS.PRO GCEI NIDE G AND 'WALLS I6YP. 15D.OF GARAGEAT l-� G 06 Z- FOR I HOUR FIRE SEPARATION - d) GLAD WOOD DOOR PER FLOOR PLANS, co <. ELEVATIONS AND SPECS. FLASH AT SILL 4" THK. GONG. SLAB, REINFORCED w/bx6, J x W2.OxW2.0 W.W.M. PROVIDE 2" R161D INSULATION LINE OF FUTURE STAIRS TO I BELOW SLAB ON 2" THK. SLAB INSULATION PER ATTIC ABOVE (NIG) a Q Z LL 5FE05 ON COMPACTED 5UB-GRADE = -j• U rpm GONG. VERGE TAPERED TO GRADE Lu. N = Q N +6-75 TOS'' I Imo. I StL.00 SHINGLE SIDING ON BLDG. PAPER ON 5/8" PLYWD. SHEATHING-DN 7xhrmih11 FRA MINCzW/INSIII AT1QN — Q F- • v PER SPECS +C-7.O TOP G�ti AGE FOUNDATION �' �'• •'•.ki,:'.i. ,IS: :(•lin-�rfsi'ir. .ri w^:' 1 ..+.b•:-. r:;..,� it.;;.,,r77 �� `�� ;art .,/ry•' .,; .��/ ./ •.. '/ M t�/ ' / / /• / ://'/ • �, i.:,' // / '/, I GONG, STUCCO FINISH ABOVE GRADE /i / / / FILLED;AREA \ / \ /\ \ \ \ \/ \/ \/\//\ \/ \/, ; �.�; /\ 611',THK. P GRED GOh(G: FOUNDATION WALL w/#5 / / / s // / /, /j til .1 /\/ \ x\ \\ \ \;REBAR ®i2 1(ER1`IGaE1 Y 24 HORIZONTALLY, \ \ / \ \ '\ \ :t /% \\/ \ /\ / \ / \// ` ' \ \ '\ ' \ \ '\ \\' \ \ ''Yui /\\ \ / ' \ 11 ,•.i.•...A- / / / / / / /j / ,/, !\/ / '/ \/ / ./ / //'./ �� //\//:/" /; .� /, '%i\ \, /. /, / /\/ \%,�/.\�'' �' 'i�.'/�i%�/,'' :w/36,' SPL GB ND SPECIFICATIONS, f,• � �_s a� \ \ \\\ \\ \ \ \ .:# :A : ' \ \\ \\ \ \ \> \ \ \ : w%LIQUID.'' PPL'i5D DAMPPROOFING +6 I .8 EX I ST C�izAD / \/ \/ / // / / /.\, /`.//` /; 7r�,t..*:. \ .\//' ' \/\ /\/�' \ \ \/�\� /\� \\ \ /\ /`"\\ /�/ \%/\ /\ / <, �'` /\ a�;}. \, \\/ \ \ \\/\\ \\ `\ \\ /\\ '\\ \ /\ \ /'\ \ \\ /\ , \\ ;;\ \ \\ ,\. / \\ \ `\ /\ \. / \ '' \\ ,\\\\ 1011x18" flOURED,GONG.\FOOTING SET ON i' UNDISTURBED SOIL w/� 5 CONTINUOUS REBAR \ \ \ \ \ \ \ /\\ / \ \ /\ \// �// // / \ / PROJECT NO.. /X\ 1911 \ \ \\ \\\ \\ \\\, \\ \\ \\ \ \ \\ \ \\\/ \// \/\\ \./ \ '\\ \\ /\ \ \ \ \ DRAWN BY. / / TCS \ / / / \ \ \ \\ '\ CHECKED BY: \\/\\ \\ \\ \ \ /\`\ %�\ / �\ \ ' \ /' `.\\ \\ \ \ \ \ '� \ ;/' \\ \\ �\ \ DATE: // /' / \/ / \/ / /' / \ / '\ \ '; / \ / \ \ ' \ / \/ '\// 7/23/20 \\ \\ \\ \\ \\ \\/\\\ \\ \\ \�\\\ SCALE: -010 \ \ \ ,\\ SHEET TITLE: •i \/\ '\/ \%\/\;' \/ \/ � NOTE : \/ \i /\/ �\ ENSURE FOOTI j\ \\ \\\%\\ \\ '\ NGS BEAR ON VIRGIN SUBSURFACE, BUILDING / / / / \ \ / /i OR ON COMPACTED MATERIAL IN ACCORD \ \\/ \\/\\ \ \\'\ \\\ \\ \\''\\'.\ ' \ \' ' \ /\//\i;/, WITH SPEGIFIGATIONS 10 B U L D H S SECTION \ SCALE: 3/8" - V -0" \ \ X/ X, \X/'�\x\, /I"/ \,X/ \ \ SHEET NO: BID & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUOTURAL REV I Elul 51' STEVE MARESOA Pr- FOR WALL OPENING PROTEOTI ON OF 120 MPH 5-5F_GOND W I N�) GUSTS 0 05-0-1 1NEST MONTAU< H I&HINNY, HAMPTON SAYS, NY 111 f 4& ( MAXIMUM MEAN ROOF HEI C7HT: 551) SIMPSON LSTA - 20 GAGE PHONE 651 -728 cf480 RIDGE STRAP - ALL ROOF RAFTERS e u- 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY r \ INV►EW OF STRAP. CLASSIFICATION DESIGN CRITERIA : I a ICE SHIELD UNDERLAYMENT 5 I NGLE FAMILY RE51 DENT I AL � SHUTTER ASSEMBLY REQUIRED - 24 FROM ED6E I � DE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. e a ° FOREST PRODUCTS WOOD FRAME FOR PANEL 5PAN5: 0 < 4'0 WIDE SPAN I . \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/49 APA 5PAN-RATED 45/24 5HEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I 1 a HURRICANE CLIP ALTERNATE IO ITOF 55'-0" MAXIMUM >- ASSEMBLY: I,- I I SIMPSON H3 GROUND SNOW LOAD - 45 PSF. FIRST LEVEL - 40 PSF. L.L. Z ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I LIVING AREAS - 40 PSF. L.L. WOOD SCREW ® I6 O.G. � #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL BEDROOMS - 30 PSF. L.L. 1 I SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I e CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHER5) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH V TERS MACHINE BOLT ® 12" O.G. e� I ,YPICAL 5 -- ad NAAILLS EACH END R�rj1D�NG�: XSEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE APA RATED PLYWOOD TO „ \ s I e EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36 NAILS ® 4" O.G. AT \ \ i PLATE. EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY TYPE OF CONSTRUCTION DECAY - 5L I GHT CO <� CONVENTIONAL L I C HT FRAME MOOD I 0 SHIELD UNDERLAYMENT REQUIRED - )"F-5 in 1 Lu 1 a CONSTRUCTION W II ULTIPLE SECTION ASSEMBLY: Z 1/4" THICK BOLTS a 2' 00 W II II GENERAL NOTES > I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 1 1 I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE i I I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ( I I I CONSERVATION CODE, AND LOCAL AUTHORITIES. W 14. TH15 STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I PLYWOOD SHEATHING MINIMUM 25 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. > TO I I I I I I BEAM Pcl TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENG I NEER TO BE NOTIFIED IN WRITING OF ALL I I I I I I I I LARCH STRUCTURAL GRADE #2 OR BETTER. GHAN6E5 PRIOR TO AND DURING CONSTRUCTION. If I°1-' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, PO5T5 AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER. A,'SSE LY ONS, EXCEPT A5 NOTED ON DRAWING.I 2 x 6 ®ib" O.G. PLATEPARTITIO I I I 5TUD5 1-1. ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE I I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL 5PAN5:4I OR: WIDER SPAN I q, I°j FLOOR BEAMS. 5PACIN6 NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. 16. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I (OVERLAP AROUND OPE>`UNGS 4") I 1 I VERIFIED BY CONTRAGTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS ® HURRICANE CLIP USE 24" OG I�, I�. CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. SIMPSON H2.5A 4 - 86 NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL laG . DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 I I I SIMPSON M5T2'1 BEARING CAPACITY OF TWO (2) T5F .AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. „ 1 1 11/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3 (w/ WASHERS) GALVINIZED OR I 1 METAL 571RAF 048" OG. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW 12" O.G. THESE CONDITIONS ARE MET. ALL FILL BENEATH 5T ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I�, ` ' -NAIL�SHEAILS ®THIN OTO.G. BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO q5Y AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS z • �• #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL c WOOD 5GREW ® 16" O.G. 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q rn ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) SUPPORTED BY DOUBLE UPRIGHT5, Q.0 FT AND OVER ti MACHINE BOLT a 12" O.G. BY TRIPLE UPRIGHT5. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J E o M SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. MopIx x DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 177 W -j e w z �:a 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Ea- w = z WINDOWS - GLAZED OPEN I NG PENETRATIONS NOW REQU I RE5 THAT ALL SLEEPING ROOMS IN THE Owe Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED s a N PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w . o _ mt IN ACCORDANCE WITH LARGE MISSILE ST O AND DECKS ETC.. 23. THE NY5 CODES AL50 APPLY TO ACCESSORY Q F- . IU- � ASTM E Iq�tb AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU PANELS F HE ABOVE E PRECUT ENTIOOVERIWI ROWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. co Num vm HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAINTAINED ON SITE ENDER + sILL PLATE. SHALL COMPLY W/NYSE3G CHAPTER #2304.x.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. TH15 CONSTRUCTION PROJECT. FEDERAL, STATE • AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES fI G)�7 C')c,, .�" _ ,•\ X11 TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4"I: 6�{_ DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 04. EXTERIOR EDGES AND 6 d ® 12 o.c. 0X A BETTER. INTERMEDIATE. 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BO N IL SIZES 2. ALL SHEATHING TO BE APA RATED EXPOSURE 15/8" PROJECT NO: ::h[ MIN. THICKNESS OR AS NOTED. II, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1911 RAFTER/TOP PLATE 5-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o <'10 O CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) 5. ALL 5U5FLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING J0I5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 2• ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UTCEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o Flo RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 7/23/20 TOP PLATE AT INTERSECTIONS 4-16d (PAGED NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA a p STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. h HEADER/HEADER 16d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-i-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 5-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET lob o X45 0 o OM A - ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE BEAR TITLE: B TT PL TE/FLOOR JOIST 3 Ibd (PAGE NAILED) INC STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB p JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUFLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFSBLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLI- NOTES & IIOo 0 X30 0 100< o X45 0 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 5-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDECOMMON NAILS" O.C. BAND JOIST/JOIST 5-16d (END NAILED) 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTEND RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O..G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J0I5T/SILL or TOP PLATE 3-I6d (TOE NAILED) II WITH RATED GALVANIZED METAL CONNECTORS Y 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. IO'< o X30 o PLYWOOD ROOF DECKING 8d ®4 O.G. EDGES, @8 O.G. FIELD "TECo" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12 O.G.. SHEET N0: STRIP 5HEATHING Sd (ONE/RAFTER) PROVIDE 8d NAILS ® 4" O.G. AT PERIME'T'ER INTERIOR PLYWOOD WALL SHEATHING Sd a4" O.G. EDGES, @)8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d o6" O.G. EDGES, @)12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDE 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATI FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ALL EXTERIOR NAILS SHALL BE GALVANIZED. COMPONENT AND CLADDING PRESSURE ZONES OWNER. pvt Air, BID & PERMIT SET