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�o�guFFD[ y� Town of Southold 7/7/2021 a P.O.Box 1179 0 o _ 53095 Main Rd Southold,New Fork 11971 CERTIFICATE OF OCCUPANCY No: 42145 Date: 7/7/2021 THIS CER'T'IFIES that the building ADDITION/ALTERATION Location of Property: 4000,Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-6-2 Subdivision: Filed Map No. Lot No. conforms substantially to the.Application for Building Permit heretofore filed in this office dated 9/17/2019 pursuant to which Building Permit No. 44223 dated 9/26/2019 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: alterations and additions, including covered entry,terrace and covered porch repairs,to an existing single family dwelling as applied for. The certificate is issued to 4000 GPBB LLC of the aforesaid building. SUFFOLK COUNT'DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44223 5/12/2021 PLUMBERS CERTIFICATION DATED 3/4/2021 hevki"e Plunflng&Heating th ri e Signature Aga FntTOWN OF SOUTHOLD moo Cyy� BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT f (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44223 Date: 9/26/2019 Permission is hereby granted to: 4000 GPBB LLC 220 Riverside Blvd Apt 45A- New York, NY 10069 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter &Trustees approval. At premises located at: 4000 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-2 Pursuant to application dated 9/18/2019 and approved by the Building Inspector. To expire on 3/27/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $889.60 CO -ADDITION TO DWELLING $50.00 Total: $939.60 Buildin r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or irk 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 1%lead. 5. Co n uciclal building, industrial building,Imnitiple 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 sighed 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 Date. September 16, 2019 New Construction, Old or Pre-existing Building; (check one) Location of Property: 4000 Peconic Bay Blvd Laurel House No. Street Hamlet Owner or Owners of-Property: 4000 GPBB, LLC Suffolk County Tax Map No 1000,Section 128 Block 06 Lot 02 Subdivision Filed Map. Lot: Permit No. qq � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (chec'one) Fee Submitted: $ 60 p cant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I U r residing at-2 Z© Ap (Print property owner's name) (Mailing Address) G-D TO 4 0 Lf I DD 61 do hereby authorize �rW C-4 ST-G4 L (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) M�n1/t���v4 MC-,AA e e (Print Owner's Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 22-0 Pt -04 kik G/UA (Print property owner's name) (Mailing Address) do hereby authorize 1 cmc--n (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) Date A,-Q"C'I VTU-r 4� 0, PP)() , t-Lo� (Print Owner's Name) ®��pF SO�j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinCc�town.southold.n us Southold,NY 11971-0959 y C®UNT9,� BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Address: 4000 Great Peconic Bay Blvd City,Laurel st: NY zip' 11948 Building Permit#. 44223 Section: 128 Block: 6 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electrtic License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 72 Ceding Fixtures 33 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 31 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 36 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt DoublE Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 1 p' Dryer Recpt Gas/3 Emergency Fixtures Time Clocks Disconnect Switches 74 4'LED Exit Fixtures 11 Pump Other Equipment. Hood, Fridge, Mini Fridge, Double Oven, DW(2), Ice Maker, Cooktop, W/D(2) Notes. AS BUILT NO VISUAL DEFECTS " New House Did Not See Rough Inspector Signature: Date: May 12, 2021 S Devlin-Cert Electrical Compliance Form As Town Hall AnnexTelephone(631)765-1802 54375 Main Road ,•I, Fax(631)765-9502 P.O.Box 1179 - Southold,NY 11971-0959 Q "� BUILDING DEPARTMENT TOWN OF SOUTHOLD .AyY ,CERTAF ICA.TI.ON Date: Building Permit No. Owner: - (Please print) Plumber• P'j qwv� ,cc[ (Please rint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. l (Plumbers Signature)- / 1. Sworn to before me this Z/ day of / C Gl , 20 J_ ( W MAY 2 4 2021 Notary Public, t'17J :Courily P :' '�}' rP . - _ IST,�' •b i f< e C CASEY L.RYCKMAN NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 RY6216402 Qualified in Suffolk County Commission Expire,Jan. 19.20 6 �� �pE 50UT 14,tw - - --- _ * # TOWN OF SOUT46LD BUILDING, DEPT. 765-1802 INSPECTION -. - FOUNDATION1ST [ ] ROUGH PL13G. ] UNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPIUG._- [ ] FINAL [ ]- FIREPLACE & CHIMNEY"T' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ _] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: FYI UhL GAA ��� �YAOI& 'f L L)or DATE INSPECTOR yy J of soulyo� TOWN- OF SOUTHOLD BUILDING DEPT. °`�cnurmN�` 765-1802 INSPEC , ION [ ] FOUNDATION 1ST [ UGH PLDG. [ ] 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 REMARK 44tt Mh 14A �V tx DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [' ] FOUNDATION 2ND- [ - ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION /� [ ] PRE C/O00 REMARKS: roAzt- V" ` t/ (�a� COCorm P YAM et . mAep--;o DATE hINSPECTOR O�aOE 50UTyOl L4 9 2-2,3 L4 a o 0 � o * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [�p ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I's i2d 62.1� DATES `� INSPECTOR � G�l. /Fac� ~,� ,� � Affidavit Of 2015 |GCC Compliance Dote: 3/20/2021 Inspection Address: 4ODOGreat PeconicBay Blvd This istoCertify that on 2/25/2021 the above address has been tested in accordance with the provisions ofthe ZU15 |E[Casamended bythe ZO16New York State Supplement: 402'4.1'2 Building Envelope Tightness: (Blower Door) Building infiltration rate hos been tested in accordance with ASTM e1827 and meets the minimum standard of: Conditioned Floor Area: 3285 Blower Door Test Result: 1406 1406 Conditioned Volume: 1 283181 1 Leakage in ACHSO: 1 2.98 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested y st c str ctiong test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and AS HiRAE 152, an meets the minimum requirement_ of conditioned floor area. System 1: Bsmt Leakage CFM@25: 65 Supply R-value: 8111eturn R-value 6 System 2: Attic*** Leakage CFM@25: Exempt Supply R-value: NA Return R-value INA System 3: Leakage CFM@25: Supply R-value: Return R-value I Total Combined Leakage: I 651CFM 25 Leakage Limit: 1311CFM@25 I *** EXCEPTION-All cluctwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature ofCertifed �E��ETHE�B0ater'' HERS' . . — J Performance Systems Development \ ` 124Brindley Street, Ithaca NY148SU Y � �0�1 �~ ~' �k � ~~' ^ �--� Provider|D#k199O'072 Tom Bac��|� �����ion ���3� ��277�2� IIl�T�T��� `~ `C ' Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,mhave shared financial interest with the owner o[the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that u,independent third party Inspectors(Koteos).New York Building Technology Group Inc.and its employees shall avoid conflicts vfinterest with regard mits professional activities. ` 1S9Route Z5A, Bldg 1Suite 8, Miller Place, NY 11764 Telephone: 63148SO2O9 Fax: 6]1S094S]O Emai/: NYBTGT8@0maiicom i , r F ... � Nr'- � y SIN6 1; a-^ A f. K .fin �r: "" •r s ' 4 ;i t F x'11 ��� �I I .. � � ��_ ... • ti t -- Awl-, y Or 14 }• a 4 fir. l � �t .a .�t 'Wow i r . �.. S WOW! f Afr�� T r w t. } ' ffl — _ 'maw. � � �{. ' �-�+�--• '� —� s n - Al mop tx " s,r' •Ih6"lj'- �,�� �':� `��"' �S v" y; � ,,•ter/'� `. ,A? EL— S A M U E L S & S T E E L M A N July 30, 2020 Southold Town Building Department RO Box 1179 Southold, NY 11971 Re: Mehta Residence –4000 GPBB, LLC 4000 Peconic Bay Blvd. Laurel, NY SCTM#128-06-02 BP#44223 Dear Building Official, I am administering the construction of the above referenced project, and have inspected the insulation, and hereby certify that it meets all the requirements of the NY State Building Code, Energy Code and the Construction Documents approved by the Town. T you, . of NEW, COro ancy S man, R.A. Samuel and Steelman Architects � 077953= V� ED AUG a AUG - 4 2020 -BUILpr 1G DEPT. ARCHITECTS �;r ; r*TTuoLD T®�` 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 K FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) y -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) z ?� l o G2L ROUGH FRAMING& H PLUMBING IY1Ub1 A/ t INSULATION PER N.Y. U v'Mv�� pQ.� STATE ENERGY CODE u �Q� OA! ` Y� • P W FINAL l ADDITIONAL COMME o m r 2- v �.y r.r 9 ® z �7 x d +o. hwakin TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLI BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ? Survey SoutholdT_own.NorthFork.net PERMIT NO. �J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 2D Stone-Water Assessment Form n Contact: Samuels & Steelman Architects Approved 6JC 26 Mail to: 25235 Main Road Disapproved a/c u c ogue, NY 119, Phone: 631 734-6405 Expiration ,20 Bui mg Inspector S F P 1 7 2019 "PLICATION FOR BUILDING PERMIT Date September 16, 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be'kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition,six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations; for the construction of buildings,additions, or'alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,hou ' g code,and ulations,and to admit authorized inspectors on premises and in building for necessary inspections. d (Signa i o icant or name,if a corporation) r 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises 4000GPBB, LLC (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: - v...r,. •M-•wt.au -'Jt 4000 Peconic Ba�Jus .,$�;4.p} � X11* 1 _aurel t'z House Number Street. ,� , j ;,3•, �ir. gg�. r: � �.�s �amlet fta r`5° •5il `,� t., ^'..fV4f 6 x f(.tY4 County Tax Map No. 1000 Section 1 p A'`'�` °'�� °i131bc'k 06 ' Lot 02 Subdivision AV ti" ,:i ',F& ap No. ---- Lot ---- r.,'1-•( .- •S?..'I ..n.i;C.t iif�f;;>lIQi11}r:.; 0 i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE & GARAGE b. Intended use and occupancy Same .. 4 3. Nature of work(check which applicable):New Building Addition Alteration . Repair Removal Demolition Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each'floor "--' If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature`hand,extent of each type of use. - --- 7. Dimensions of existing structures, if any:Front 40'-3" ',Rear 40'-3" Depth: 4814" Height 24' Number of Stories two Dimensions of same structure with alterations or additions: Front 40'-3" Rear 40'-3" Depth 54'-3" Height 24' Number of Stories two 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 112.87' 12.04 ' Depth 551.64' 9. Size of lot: Front Rea 10. Date of Purchase 2018 Name of Former Owner Kelsey 1 l. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO X 14. Names of Owner of premises 4000GPBB,LI . AddresS220 Riverside Dr. NYC phone No. 917 846-6250 Name of Architect Nancy Steelman Address25235 Main Road,Cutchoaue Phone No 631 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES,D.E.C. PERMITS MAYBE REQUIRED. (see attached ) 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Suffolk SS: Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. - Sworn to efore me this /7 day of S��� 20 / 9: tJ1iEN M MCKISSOCK NOURY PUBLIC-STATE OF NEW YORK Notary Public nature of A lic t Qualified in Suffolk County -My Commission Expires May 23, 2020 Q17 , =•° t'y .q:-e` „•;-=�' .'° - �•e" �'•`_.`'d "•x' a�"4`s'oe'bo ., `.-,�a�''}`�''_AM �•�, /r,-=-:-+p.a, _ 1�'. N•=9c'''�w> ,.• •eg i ' + c�i ,� ;�ngi,.. w,;•r». e G'�; ''' •°fi.a @ OP .,.•a y@°@ .""L� P� q q a . 1c o aa" 14� fr•,%�\, �''�a 4. �%„�' .G.�V�, j ...` �= ;� fr..�` _�°+ ,1a .1,-J�\ _�,�./ l �., � „i'�� 1`•r~ ``-'3F1 � �•P y 1�e...a' ,x�� °?.'4'1°y�°"�"•'*"3�"�".'St'ki'%. ':"�19�"�".'�"�''•.f<Xl.".6"���!�"?•'.SE'.S',�9a"A"�;7�M"7'b2'"+�'"Ott,"+t"A'R,'SC"�'"�_"�i�.^�;&T,•! 'Se&.'''"•"�dk4'�:,';•'SS'':e"3 _'•'��".'k'•�S,:L'`�R!.'•'�".Ni.>g%3!''4,�@�'C4�'°"T:'' 'd'.,"'•SS'p.'?awL�;,C"�•'T9'".�+�.�+.�f'SA47'' "!L@��f' {' IF � -�a @�Y BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9490 DATE: JUNE 19,2019 ` ISSUED TO; 4000 GPDB LLC b PROPERTY ADDRESS: 4000 PECONIC DAY BOULEVARD,LAUREL SCTM# 1000-128-6-2 1�YC� � '+L"+ n ya3• AUTHORIZATION �s Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ? ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 19, 2019, and in ° consideration of application fee in the sum of$250.00 paid by 4000 GPBB,LLC and subject to the Terms and F4 Conditions'as' stated in the Resolution the Southold Town Board of Trustees authorizes and permits the a , e a - p '. following: ; Wetland Permit for the existing 3,292sq.ft,two-story dwelling with screened porch; remove F"gip r and replace existing windows and doors; remove existing 240sq.ft.entry deck; construct new ,A dormer additions on south roof-remove existing dormer and replace with 596sq.ft. dormer,on north roof-new 200sq.ft. dormer addition; new 68sq.ft. entry porch; remove existing 850sq.ft. " gravel parking area and curbing; remove seven existing trees; plant±18 new evergreen trees; remove existing stepping stones from porch to stair at bank; new 658s ft. stone terrace and g PP g P � q� stepping stones on grade adjacent to dwelling; new 250sq.ft.stone walkway to entry; new , 201x40' gunite swimming pool; new 1,315sq.ft.stone pool terrace; new 4' high pool enclosure • fencing and gates (280 linear feet); new 49 high gate at existing stair at bank; and for the two(2) ; r °- ° existing A/C condensing units; and as depicted on the site plan prepared by Samuels& Steelman Architects dated April 16 2019 and stamped approved on June'19 2019. � P 9 9 P PP � �- IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed } � Y rP � and these presents to be subscribed by a majority of the said Board as of the 19th day of June,2019. ti "'gip' r�6 d� p �e9• a�;`° ':, - J��:iz�5;"v'w.a'�.'crr.n:,a✓]FaIGfis�5i2;e'r "1�,xvirair£Y'v?n.�:ticiJ�n''3�Y.f.'1n,Y,/"i�`.ixG.,fi",r:c¢w"S?•4?3•r�✓•e"¢r`��i"ne�'+� re FeiNu�.&3`m�3°535�dS7Z�5k36.ti.'tRi�Ew�`ir,Y,,�3•�.i,`sdta":te",�d3x`7d'.�s�e7fi,�i�.Kin33fi�,,r'"�r5a�a'�1S:�rnS.n%CN�f`�. aC� d 0�h^ -_ .4', rZ k - ,,,_}qq'� @ape 0m>, •..\;^!•i d no: _ .3� Qam.° M; °ae�� d p�r°' 4°p:�¢� 4���"'"n Glenn Goldsmith,President �QF SOUTTown Hall Annex A.Nicholas Krupski,Vice President ��� ��� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III J [ Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Gre Williams-_,; ?__ �O �� Fax(631) 765-6641 Ls �yCOUNTI,� 1 MAY 2 6 2021 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD LqT ,DI1NO DEPT. `J'OY)TAY` "y"` rR -�''�`- CERTIFICATE OF COMPLIANCE 1819C Date: May 26, 2021 THIS CERTIFIES that the existing 3 292sq ft two-story dwelling with screened porch;remove and replace existing windows and doors,• remove existing2_ 40sq ft entry deck; construct new dormer additions on south roof-remove existing dormer and replace with 596sq.ft.dormer, on north roof-new 200sq ft dormer addition;new 68sq ft entryporch,• remove existing 850sq.ft. gravel parking area and. curbing; remove seven existing trees-,plant f18 new evergreen trees;remove existing steppingstones from porch to stair at bank,• construct a 226sq ft terrace with stairs at east side of house; construct a 350sq ft poolhouse with 32sq ft covered entry and 10'x16' attached trellis,• new 250sq.ft. stone walkway to entry new 20'x40' gunite swimming pool; construct a 1220sq-ft stone pool terrace;new 4' high pool enclosure fencing andag tes(280-linear feet);new 4' high-gate at existing stair at bank; and for the two(2) ' existing A/C condensing units; At 4000 Great Peconic Bay Blvd.,Laurel Suffolk County Tax Map#1000-128-6-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16,2019 pursuant to which Trustees Wetland Permit#9490 Dated June 19,2019,was issued and Amended on July 15,2020 and conforms to all of therequirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 3 292sg.ft.two-story dwelling with screened porch,• remove and replace existing windows and doors;remove existing240sg.ft. entry deck; construct new dormer additions,on south roof-remove existing dormer and replace with 596sg.ft.dormer, on north roof-new 200sq ft dormer addition;new 68sq ft entryporch• remove existing 850sq.ft. gravel parking area and curbing,remove seven existing trees;plant±18 new evergreen trees;remove existing stepping stones from porch to stair at bank; construct a 226sq ft terrace with stairs at east side of house, construct a 350sq ft poolhouse with 32sq ftcovered entry and 10'x16' attached trellis;new 250sg.ft. stone walkway to entry• new 20'x40' gunite swimming pool; construct a 1220sq.ft. stone pool terrace, new 4' high pool enclosure fencing andag tes (_280 linear feet);new 4' high gate at existing stair at bank; and for the two(2)existing A/C condensing units. The certificate is issued to 4 00 GPBB LLC owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Soak, Nvw York 11790-2356 Phone: (631)444-0403 • FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner Letter of Rion-Jurisdiction -Tidal Wetlands Act October 9, 2003 Ms. Barbara Kelsey P.O. Box 405 3790 Peconic Bay Boulevard Mattituck, NY 11952 Re: Kelsey Property 4000 Peconic Bay Boulevard Mattituck, NY 11952 DEC# 1-4738-03200/00001 Dear Ms. Kelsey: Based on the information you have submitted, the.New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prior to 8/20/77 as shown on Aerographics Photograph#66-1890, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part-661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional 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 ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions mayinclude maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator cc: BMHP William A. Kelsey file Scoft A. Russell �(3'°suFFQI� ST0]KI��1MATEK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main.Road-SOUTHOLD,NEW YORK 11971 A Town of Southold Of CRAFTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'TETE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than'200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Q® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ 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 & 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 witFyour Building Permit Application. APPLICANT; (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #; ITil Date. NAME, Nanc Steelma 128 06 02 9/16/19 Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 63e734 6405 iTelepborr Number) �/:—� v V Y l v • Reviewed By: - - - - - - - - - - - - - - - - - — -7 Date: �r� -1 Property Address / Location of Construction Work: 1 — — — — — — — — — — — — — — — — — 4000 Peeonic Bay Blvd. ❑ Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required. Laurel, NY Stormwater Management Control Plan is Regiured. ® (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.": 1000 CHAPTER 236 (PropOwner,Design Professional,Agent,Contudor,other) erty 128 06 02 Stormwater Management Control Plan CHECK LIST N M Na y Steelman ' section Block Lot o r S M C P -Plan Requirements Provide ONE copy of the Building Permit Application P. Date: * The applicant must provide a Complete Explanation and/oi Reason foi not pi oviding -17 7346405 9/16/19 01*A all Information that has been Required by the following Checklist] 1. A lte Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA if you need additional room for explanations, Please Provide additional Paper show all of the following items: P p a. Location & Description of Property Boundaries X �0 b. Total Site Acreage. X 0� c Existing - Natural & Man Made Features within 500 L.F. X of the Site Boundary as required by§236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. X e. Limits of Clearing & Area of Proposed Land Disturbance. X 00 f Existing & Proposed Contours of the Site (Minimum z Intervals) FX1=177 g. Location of all existing& proposed structures, roads, X �� driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. X 0� j. Location of proposed Soil Stockpile Area(s). x 00 k. Location of proposed Construction Entrance/Staging Area(s). X �0 1. Location of proposed concrete washout area(s). X M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch x �� rainfall/stoi m event. 3. Details&Sectional Diawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. X 00 b. Construction Entrance & Site Access. jFx__1j existing site ent driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X#F_1jF_x_1j = d. LeachingStructures (e. .infiltration basins,swales,etc.) not required **** FOR ENGINEERING DEPARTMENT USE ONLY **** Additional Information Is Required. Reviewed & I ® Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 g*JFF01,�ear", BUILDING DEPARTMENT-Electrical Inspector o S TOWN OF SOUTHOLD "' +x* Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 67t- Date2019 Customer Name 9-6)e.4et Electrician Name 44-'s Address 606uG 0P, Phone SWIG. q(8. e-mail �s�, /QrOI.� e-mail ( foe—, epp_v Phone License# Size A Phase l Overhead Underground #of Meters Remarks i(��(,J tt Ur-ah( #of Underground Laterals 2 New "H" Frame or Pole - P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# 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 da s trom the date above. Authorized by ------------------------------ BUILDING DEPARTMENT- Electrical Inspector .ARS 1 5 2�2� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 . ro�err southoldtownn _ o a seand southoldtcAgnn .00v �. .h APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 3 (9,0d r Company Name: 9 S Li—::c.c C-- Name: '3p r3 6,V License No.: S'?y Lim email: aslCyj C.) Ro G. - cmc Address: /'�D 3 �lI r / f 71 Phone No.: li�-!G 92W S'6 141 JOB SITE INFORMATION (Ail Information Required) Name: o o 0 E3 1, L. Address: I-l000C%v�e Cross Street: Phone No.: �, ! �3 I So! Bldg.Permit email: Tax Map District: 1000 Section: I Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) C192ho�� a✓o c%7l o Al- Circle All That Apply: Is job ready for inspection?: 4 YES ! NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (Ali information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Rao C.-y-14 � � 5� �iDi`'� T3� �•C�l j��i�'O PAYMENT QUE WITH APPLICATION Request for Inspection Form.xis �'/ / `✓ �� $�F&mak BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o • Telephone (631) 765-1802 - FAX (631) 765-9502 al , cam roger richert cnx town.southold.n .us APPLICATION FOR ELECTR[CAL INSPECTION EQL7ESTED'BY. _. .__..._. _. _ .-.:.- _... . . .. .Date: .. .//1-ah Company Name: Name: ,Licen'se No.: email: l Address: _ D �o� 2 s� S d T-11,0 Z--0� Phone No.: 15�—/6 � G JOB SITE INFORMATION: (All Information Required) Name: (J A) Pr, IS (4-t'A Address: _ ��Do ��G®.,/t C_ /3/4 Y Cross Street: D /1 A/2, 12y — Phone No.: Bldg.Permit#: �-�3 email: Tax Map District: 1000 Section: I Block: Lot: c� BRIEF DESCRIPTION OF WORK (Please Print Clearly) J2-`-P 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 Size `1 Ph 3 Ph Size: , Q A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect Service Reconnecte Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional'Information: 4 a,% %�%�� T° �1?� �f �Li S k�,D /�J�.s�s� 98�s 76 S/ PAYMENT DUE WITH APPLICATION 9 ()1,Y)y Request for inspection Form.A PERMIT# Addr Switches l `tel. --- Outlets G-FI's Surface Sconces '` HH's UC Lts Fans Fridge i H Exhaust ( Oven - ,-, OL AA J�j Dryer �i Smokes � � DW -Service 2_00 to - ------------- - ------- ---------- - arton Combo - Cook p Tans€er = t - _ AC 1 �J�� ' , Q `v "H Mini f-r Special: Comments: ec S A M U E L S & S T E E L M A N September 17, 2019 Southold Town Building Department 54375 Main Road Southold, NY 11971 Re: METHA Residence 4000 Peconic Bay Blvd. Laurel, NY We would like to apply for a Southold Town Building Permit for the Metha Residence. This project includes interior and,exterior renovations to the existing house, construction of new dormers and entry porch, and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Southold Trustees permit 4. NYS DEC Letter of No Jurisdiction 5. REScheck Version 4.6.3 Compliance Certificate 6. 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. Thank ou, 0ancy St man Enclousures SEP 1 7 2019 wLL ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 0 � 2 REScheck Software Version 4.6.5 Compliance Certificate Project MEHTA RESIDENCE f l y Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family SEP 2 6 2019 Project Type: -New Construction Conditioned Floor Area: 2,964 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4000 Peconic Bay Blvd 4000 GPBB, LLC Nancy Steelman Laurel, NY 11948 220 Riverside Dr.Apt 45A Samuels and Steelman Architects New York, NY 10069 25235 Main Road 917 846 6250 Cutchogue, NY 11935 SBINDER@GMAIL.COM 631 734 6405 a a o, a io' �i,x t � 1, t v, a',;• r.yG .� �"'.,.'"" t k, "�,ar '�`E^,�1$., , ,}., ,,r�N ��n', ,aa�+h, ',�"K PP�v�SI�„a', ,�^ 'lgiii,�y'ti'',•f'"'•,'i`n„�k.� aL.�Ar��e .rod ,F1' �_ a;�J�Y+`�l�i,w'�+i�ri.�Ct'� a��''y'�;<r:'7H'�.NCr�aY{�':�'-�_H,.„o t�» Compliance: 19.9%Better Than Code Maximum UA: 534 Your UA: 428 Maximum SHGC: 0.40 Your SHGC: 0.32 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 -6bly Gross. Area Cavity Cont., -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1,331 38.0 7.0• 0.025 33 Skylight 1:Wood Frame:Double Pane with Low-E 7 0.430 3 SHGC: 0.23 Skylight 2:Wood Frame:Double Pane with Low-E 7 0.430 3 SHGC: 0.23 Ceiling 2: Flat Ceiling or Scissor Truss 455 38.0 7.0 0.025 11 Floor 1:All-Wood joistfrruss:Over Unconditioned Space 1,633 19.0 7.0 0.035 57 Floor 2: All-Wood joistfrruss:Over Outside Air 135 19.0 7.0 0.035 5 Wall 1 North Elevation First Floor:Wood Frame, 16” o.c. 472 19.0 7.0 0.041 16 Window 33:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 33 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 33 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 33 copy 3:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 37:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 37 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Project Title: MEHTA RESIDENCE Report date: 09/25/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mehta\Mehta Res Page 1 of 3 Check.rck Gross Area Cavity Cont. Perimeter Door 4: Solid 25 0.370 9 Wall 2 North Elevation Second Floor:Wood Frame, 16"o.c. 351 19.0 7.0 0.041 13 Window 28:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 28 copy 1:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Window 28 copy 2;Wood Frame:Double Pane with Low-E 8 0300 2 SHGC: 0.33 Window 28 copy 3:Wood Frame:Double Pane with Low-E 8 0,300 2 SHGC: 0.33 Window 28 copy 4: Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Wall 3'East Elevation First Floor: Wood Frame, 16"o.c. 382 19.0 7.0 0,041 10 Window 26:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 26 copy 1:Wood Frame:Double Pane with,Low-E 12 0.300 4 SHGC: 0.33 Door 2: Glass 56 0.300 17 SHGC: 0.33 Door 2 copy 1: Glass 56 0.300 17 SHGC: 0.33 Wall 4 East Elevation Second Floor;Wood Frame, 16"o.c. 323 19,0 7.0 0.041 11 Window 22:Wood Frame:Double Pane with Low-E - 12 0.300 4 SHGC: 0.33 1 - Window 22 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 22 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 22 copy 3: Wood Frame:Double Pane with Low-E 12 0,300 4 SHGC: 0.33 Wall 5 South Elevation First Floor: Wood Frame, 16" o.c. 472 , 19.0 7.0 0.041 10 Window 16:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 16 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC:0.33 Window 18:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.33 Window 19:Wood Frame:Double Pane with Low-E 31 0.300 9 SHGC: 0.33 Window 19 copy 1:Wood Frame:Double Pane with'Low-E 31 0.300 9 SHGC: 0.33 Window 21:Wood Frame:Double Pane with Low-E- 21 0.300 6 SHGC: 0.33 Door 1: Glass 117 0.300 35 SHGC: 0.27 Wall 6 South Elevation Second Floor:Wood Frame, 16" o.c. 384 19.0 7.0 0.041 12 Window 9:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 9 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 9 copy 2:Wood Frame:Double Pane,with Low-E 11 0.300 3 SHGC: 0.33 Window 9 copy 3:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 11 0.300 3 Project Title: MEHTA RESIDENCE Report date: :09/25/19 Data filename:\\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mehta\Mehta Res Page 2 of 3 Check,rck A y 4' ■ Cont. Assembly or - U-Factor UA Window 14:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC: 0.33 -Window 15;Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.33 Wall 7 West Elevation First Floor:Wood Frame, 16" o.c. 382 19.0 7.0 0,041 14 Window 4:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 12 0:300 4- SHGC: 0.33 Window 6:Wood Frame:Double Pane with Low-E 5- 0.300 2 SHGC: 0.33 Window 7:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 7 copy 1: Wood Frame-Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Wall 8 West Elevation Second Floor: Wood Frame, 16" o.c. 323 19.0 7.0 0.041 12 Window 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 1 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 3:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.33 Compliance Statement. The proposed building design described here is consisten 'i'h the building plans,specifications,and other calculations submitted with the permit application.The proposed buil ' g has bee esigned to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requi is listed inr RESch ck Inspection Checklist. Name-Title S n .ure Dat Project Title: MEHTA RESIDENCE Report date: 09/25/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mehta\Mehta Res Page 3 of 3 Check.rck GENERAL STORMVI/ATER POLLUTION PREVENTION NOTES DRAINAGE C PERMANENT STORM WATER RUNOFF CONTROL MEASURE GARAGE SLAB EL 24.8 FT S IT IrEm r D A' w1w A • GRADE LINE ELEVATION 23.9 FT. SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE AIRE FENCE YV AREA OF RESIDENCE (DW-A) tu SCTM # 1000-128-06-02 Development activities for this project will consist of DRY WELL AREA x RAINFALL x RUNOFF FACTOR � GLEAN OUT 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 FILTER CLOTH p§ GRADE LINE ELEVATION ±23A FT. GRADE LINE ELE\/ATION±23A FT. PROPERTY: 4000 PECONIC BAY BLVD (DW-AJ boas SF x (2/12 FT., x I.o = 183 GU. FT. I' MIN. 2' MAX. ADDRESS LAUREL, NY 11948 2. Clearing of brush,trees and landscaping in areas shown on Site Plan FILTER CLOTH MIN. 6" SURFACE USE: (1) 8' DIAMETER x 6' H16H POOL rV 3. Demolition of existing structures and associated building components DRAINAGE (1) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. OWNER: SARAH BINDER MENTA BELOW GRADE FLOW PROVIDED REG2UIRED 14"/FT• PUNIT MENTA 4. Excavation for the new foundations and swimming pool (+/-3 ft below finished grade) 253.4 CU. FT. > 183 GU. FT. 1000 gal I/8"/FT. ��: TOP OF POOL 22,0 FT. SITE: 47,436 SQ. FT. = 1.089 ACRES 5. Construction of the new foundations, swimming pool and building structure , \ \ \ \ AREA OF RESIDENCE DW-B SEPTIC, ZONING: R-40 6. Construction of underground electric and utility lines from the utility pole to the buildings I � \ �\/\ ( ) IE. +22.59' TANG LEAGHIN6 7. Construction of a new undE;rground water line from the existing residence to the garage �/ DRY WELL AREA x RAINFALL x RUNOFF FACTOR IE. +22.27' IE. +21.'1'1' POOL FLOOD ZONE: X TEMPORARY STORM WATER (DN-5) 1,2x3 SF x (2/12 FTJ x 1.0 = 216 GU. FT. BOT OF POOL 16.0 FT. 8. Installation of the septic system , LOT COVERAGE: USE: (I) 8 DIAMETER x 6 HIGH POOL IE. +21.6'1 9. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 (I) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. GROUND WATER EXISTING: 6.53% RUNOFF CONTROL MEASURE PROPOSED: 8.4% 10. Installation of underground piping from gutters and downspouts to the drainage structures PROVIDED REQUIRED 16' 10' 11. Filling and grading of soil above drainage structures EROSION & SEDIM ENT CONTROL DETAIL 253.4 CU. FT. > 216 CU. FT. 3' MIN � SURVEYOR: PECONIC SURVEYORS PC 12. Construction of new terraces NO SCALE AREA OF GARAGE POOL HOUSE (DW-C) SEPTIC PROFILE- 13. Construction of new driveway and parking areas including grading and driveway surfacing PO BOX 909 14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR N.T.S. SOUTHOLD, NY 11971 (DW-G) 919 5F x (2/12 FTJ x 1.0 = 154 CU. FT. ( ) LICENSE # 49618 15. Removal of the temporary erosion control measures USE: (2) 6' DIAMETER x 4' H16H POOL ;' DATED: FEBRUARY 6, 2019 11 1 (2) 6' X 4' STORM DRAIN RING = 1'18.6 GU. FT. SITE DATA PROVIDED REauIRED ELEVATIONS ARE REFERENCED Site Area: 47,436 SF = 1.089 AC 118.6 GU. FT. > 154 GU. FT. TOP OF EXISTIN6 GRADE j Z Receiving Waters: PECONIC BAY AREA OF DRIVEWAY (DW-D) CAST IRON FRAME AND COVER Td TO N.A.V.D. 1989 DATUM O Contractor: N/A , DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (A5 REQUIRED) UJ (VII 1,986 5F x (2/12 FTJ x 0.1 = 232 GU. FT. MLOCA IM I_ W POLLUTION CONTROL MEASURES I USE: (1) 8' DIAMETER x 6' HIGH POOL TRAFFIC SLAB (SEE Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) 8' X 6' STORM DRAIN RING = 253.3 GU. FT. PLANS FOR LOCATIONS) m NORT ri 0 PROVIDi=D REOUIRED 9� �� CREEK/ a Q to, the following shall be employed during construction: 253.3 GU. FT. > 232 GU. FT. A. Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall remain undisturbed. (V v „•.;:; Y. B. Clearingand Gradin shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be LAUREL uC►cs g p 9 P COUNTRY CLUB • `F '`*q UJ W disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabiliz?d through the use of temporary seedingelk as required. Seed mixtures.shall be in accordance with the soil conversation service recommendations. /,� �� q. . ^ yr VT DRAINAG BASIN FOR w = Z C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is ® y �.. Z 51ZE5 SEE 51 TE PLANS o m .°a=.:< `.; :. suspended, the area shall be seeded immediately. d ® ® ® ® ® ® ® - , a. Seed preparation-scarf soil if compacted, remove debris and obstacles such as roots and stumps. ® ® o� �o =.°. r ~„zoo.., O b. Soil Amendments ® ® ® ® ® ® ® ® ® f-BAaKFiLL4"� :M 1. Lime to ph 6.0 0 z ® ® ® ® ® ® E ®S ATERIAL Y , :$ TO BE GLgAN SAND ~ `. Q 2. Fertilize with 6600 lbs Of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) AND BRA ..L. ., >:v '`'' c. Seed Mixtures _ _ h > lam LAUREL,,NY! 111948 C SAY BLVD. 1.Temporary seedlings " '.,., W a. R e rass annual or perennial) 30 lbs. per acre 0.7 lbs per 1,000 s ft. r �� Z r G� Great `' GROUND WATER F W 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 October/November. _ - - - - - _ - 2. Permanent seedlings-See Landscaping plans Pe conica D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. PROVED PERMANENT STORM WATER ` ` E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along f, ,1, ���:z .l: the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. RUNOFF CONTROL MEASURE BO RD OF TRUST '"" F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be STO RM DRAINAGE RING TYPICAL TOWN OF SOUTHOLD maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. '� G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup NO SCALE DATE fjJ jQ ?p�11 through the use of appropriate inlet protection. 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 cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. 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 dumpster's to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. 1> w The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Eng ineer/Architect for revision of the I SWPPP where appropriate. �•� `!' �! I DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED 0`2 Of S -L Construction me+4eriala ehall ir,t rVde concr 4 u��+�+�s"-�^ '"'"`""y :u:nDer an associated metal attachments, precast concrete septic/drainage structures, prefabricated J building components (windows,, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures),gypsum wall board, batt and I c/1 a• rigid insulation, piping for plumbing,outdoor paving materials. W materials shall include clemolition materials from the existing building structure, unused building materials and products, trash from construction workers meals LU _J• 40 Waste o and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied.weekly by a private carting company. W "�' w z tQ = ,L � LLJ• U � � o Y W• a �" x GREAT N/0/F PROPOSED NEW FENCE EXISTING (2) PRIVET PECONIC BAY W �' N/O/F ALAN FIDELLOW, BETH FIDELLOW (POOL ENCLOSURE) SHRUBS TO BE REMOVED E ISTIN6 STEPPING BUSHMAN STEVEN JUDITH FIDELLOW AND 5 ONE5 TO BE REMOVED EXI5TIN6 13ULKHEAD BUSHMAN ELLEN BARBARA VERCOLLONE NEW EVERGREEN SCREEN PLANTINGS EXISTIN6 TREE TO EXI5TIN6 4025 GREAT PECONIC BA`( BLVD 75 GRANITE SPRINGS RD POOL EQUIPMENT - EA5TERN RED CEDAR 8" HT BE REMOVED AV EXI5TIN6 DECK STRUCTURE LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6x4 DRYWELLS FOR ENING- I FEES 1000-128.-3-13 4030 GREAT PECONIC BAYc BLVD POOL EGUIPMENT EXI5TIN6 TREES EXI5TIN6 BEACH STAIRS DWELLING 1000-128.-6-1 TO BE REMOVED TO REMAIN NEW SEPTIC SYSTEM FOR 4:�1 551.64' PROPOSED NEW FENCE ��pF NEbV PUBLIC WATER DWELLING A 6ARACvE 4 POOL HOUSE OUTDOOR 5HOVER EL. 7.1 AND GATE (POOL ��P Sr y°�A 15'16'00"E SPLIT RAIL FENCE 2 . PUBLIC WATER - 24�_ _ -- -' ENCLOSURE) °�L FFA EL 25.0 ..r---� \ \ s x X GATE X 1,t \ \ EXI5TINC7 rN \ \ % BULiGHEAD PINE 4 \ SIDE YARD SETBACK-ACCESSORY _ - . -____a ,moi 1 PROPOSEV SILT SIDE YARD SETBACK - PRINCIPLE - 5 E 5 N s' FENCE DURING � _� _ ,. 05E15 R-EW 2 CAR PROP059D NEW � ti TOA � � � CONSTRUCTION > >� \ LP ':.G AGE / POOL-HOUSE, . 2�Q'x40';'POOL p °s, '� 90 sf SEE DETAIL 2 PRO JCT NO- SEE FI T FIN FLR ,� Bq ��7.�'�' P f/ 1902 F •�`�;�:• :;•' .•EXISTIN6 , -=`:'': , N,0 PROPOSED 4'X6' EV +24.8 , %% 9 FAWN BY: I Y DR VEWA OUTD � 4.� O 0 SHOWS R + s 24.6 •i N O 2 UT o EXI TI G r J ------- 241 F HE 2S T RY CHECKED BY: \ TING • ,/ /' �..��,,y„,�;,; . . .. .. 24.2 6 ,: Q X� �.. ♦ B EXI5TIN6 BOLLARDS ; o . . \ HOU E \ G ••/ .:.. +23.5 GATE \ NS ... •_-...-:._,� _ . . .�" � '% = � BULKHEAD .::..:,;, , ...:. _- • -..... 4 .B O HOUSE ==' < 'f' DATE: GAS --- -- ----- \ \ TER1 R' Fy Aril 16 2019 G PANEL '•"''•',,: DRIVEWAY 24.0+ p '`. N52 21 53 W o \ SCALE: \•` � ,� :,�, 33 si= '�''"" 1.51 I YARD SETBACK - PRINCIPLE -w ��� 20' - 0" .• pOg �� SDE •�_ 2 ,; \ \ Q' I SIDE YARD SETBACK -ACCESSORY % 8x6 I x �; �, 1 \\ \ s SHEET TITLE: WATER y \ PARKI 2 1,1z O SR METER N 8x6 DRYWELL WITH INLET 6RATE '♦ ARE I + N \ A N O in FOR RAINWATER RUNOFF FROM 3 G ♦ \ BATE \ \ �0 DRIVEWAY PARKING AREA _ - - 2 1�- - - -J -- - O 7y SITE E EL 25.2' 'A - -- - - �' ...... -•- -.6.111 � � � �� � � � 24 22 0 1 16 ��. N14'38'20"W ACTUAL 24 EXISTIN6 543.0 10 PLAN N/O/F S N14'48'00"W DEED N/O/F EXI5TIN6 EXI5TIN6 GARAGE HVAC, EQUIP 24 26 26 ROBINSON SHERWOOD �'�. MARY E NOLTE AND LAUREL COUNTRY UTILITY POLE EXISTIN6 DRIVEWAY TO TO BE REMOVED ROBINSON BARBARA J F� EXI5TIN6 UNDI=R&ROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED PROPOSED NEW FENCE 3605 GREAT PECONIC BAY BLVD �� PUBLIC WATER LINE 3850 GREAT PECONIC BAY BLVD EXI5TIN6 UNDERGROUND LOCATION OF EXI5TIN6 ENTRY PORCH (POOL ENCLOSURE) EXI5TIN6 LAUREL, NY 1194E 1000-128.-6-3 PUBLIC, WATER LINE SANITARY SYSTEM TO EXI5TIN6 COVERED PORCH EXI5TIN6 FENCE TO BE BULKHEAD 1000-128.-3-22 VACANT 8x4 DR`r'1AELL FOR REMAIN TO BE RENOVATED REPLACED WITH NEW FENCE - SHEET NO: DWELLING FEAT - -- - `INWATER RUNOFF FROM NEW UNDERGROUND CATION OF EXI5TIN6 DRYWELL PROPOSED NEW FENCE PUBLIC WATER N/0/F 6ARA&E / POOL HOUSE ELECTRIC UTILITY LINE FOR STORMWATER ROOF RUNOFF (POOL ENCLOSURE) t� KELSEY ROBERT D EXISTIN6 DECK REMOVED i s - EXI5TIN6 UNDERcSR, UN BAS LINE % � � PECONIC 2345 ROSE WALK DR PROPOSED SILT FENCE DURING s � � ALPHAREfiA, GA 30005 CONSTRUCTION 5EE DETAIL 2 APR 16 2019 BAY 3790 GREAT PECONIC.-6 BAY BLVD POVERALL SITE - 1000-128.-6-4 L N BOULEVARD y PAP DWELLING _ PUBLIC WATER SCALE: 1 �� - Z0'-O" GENERAL STORMWATER POLLUTION PREVENTION NOTES "O" ATA PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CALCULATIONS GARAGE SLAB EL 24.8 FT SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE WIRE FENCE W/ AREA OF RESIDENCE (DW-A) to GRADE LINE ELEVATION 25.01 FT. SCTM # 1000-128-06-02 Development activities for this project will consist of: FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR 0 GLEAN OUT 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 0N-A) 1,015 5F x (2/12 FT.) x 1.0 = 185 GU. FT. d GRADE LINE ELEVATION ±25.1 FT. GRADE LINE ELEVATION ±25.01 FT. PROPERTY: 4000 PECONIC BAY BLVD 2. Clearing of brush,trees and landscaping in areas shown on Site Plan FILTER CLOTH MIN. 6" SURFACE USE: (1) 8' DIAMETER x 6' HIGH POOL O L�_I- I , I' MIN. 2' MAX. ADDRESS LAUREL, NY 11948 3. Demolition of existing structures and associated building components BELOW GRADE DRAINAGE (1) 8' X 6' STORM DRAIN RING = 253.4 CU. FT. 4. Excavation for the new foundations and swimming pool (+/-3 ft below finished grade) FLOW PROVIDED REQUIRED OWNER: PUNIT 8c SARAH MENTA i 253.4 GU. FT. > 183 GU. FT. (�4"/FT• 1000 al I/8"/FT. 5. Construction of the new foundations, swimming pool and building structure 9 TOP OF POOL 22.0 FT. SITE. 47,436 SQ. FT. - 1.089 ACRES 6. Construction of underground electric and utility lines from the utility ole to the buildings \\ \\/\\�\ AREA OF RESIDENCE (DW-B) SEPTIC ZONING: R-40 g ty y p g �j\ // �j/ IE. +22.51' TANK LEACHING 7. Construction of a new underground water line from the existing residence to the garage DRY WELL AREA x RAINFALL x RUNOFF FACTOR POOL IE. +22.27 IE. +21."i'1 FLOOD ZONE: X 8. Installation of the septic system TEMPORARY STORM WATER 1,215 5F x (2/12 FT.) x 1.0 = 216 GU. FT. BOT OF POOL 18.0 FT. 9. Installation of on site drainage structures(permanent storm water runoff control measures), see detail 1 USE: (I) 8' DIAMETER x 6' HIGH POOL IE. +2l (�7' LOT COVERAGE: RUNOFF CONTROL MEASURE (I) 8' X 10. Installation of underground piping from gutters and downspouts to the drainage structures PROV6' STORM DRAIN RING = 253.4 GU. FT. GROUND WATER EXISTING: 6.53% 11. Filling and grading of soil above drainage structures EROS I O N & S E D I M ENT CONTROL D ETAI L 253.4 CU.PT. > 216 GUS. D PROPOSED: 8.5% . 5' MIN 12. Construction of neve terraces NO SCALE SURVEYOR: 13. Construction of neve driveway and parking areas including grading and driveway surfacing AREA OF POOL HOUSE (DW-C) S E PT'C P ®�'L E PECONIC SURVEYORS, PC 14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR PO BOX 909 15. Removal of the temporary erosion control measures (DW-G) 310 SF x (2/12 FT) x 1.0 = 65 GU. FT. (N.T.S.) SOUTHOLD, NY 11971 USE: (I) 6' DIAMETER x 6' HIGH POOL LICENSE # 49618 (I) 6' M DRAIN RING��U �D 154 CU. FT. DATED: FEBRUARY 6, 2019 SITE DATA PROVIDED LM Site Area: 47,436 SF= 1.089 AC 154 CU. FT. > 65 CU. FT. TOP OF EXISTING GRADE ELEVATIONS ARE REFERENCED O Receiving Waters: PECONIC BAY TO N.A.V.D. 1989 DATUM � >_AREA OF GARAGE (DW-D) CAST IRON FRAME AND COVER TO Contractor: N/A DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (AS REGUIRED) POLLUTION CONTROL MEASURES (DW-D) 510 5F x (2/12 FT) x 1.0 = 15 GU. FT. TRAFF IG SLAB (5EE LOCAT ION MAP �' USE: (I) 8' DIAMETER x 4' HIGH POOL � u"ICAM Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) 8' X 4' STORM DRAIN RING = 168.1 CU. FT. PLANS FOR LOCATIONS) 9 NORT �; to, the following shall be employed during construction: PROVIDED REQUIRED y� CREE 168.1 CU. FT. > 15 GU. FT. A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. AREA OF DRIVEWAY (DW-E) B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be DRY WELL AREA x RAINFALL x RUNOFF FACTOR ti� LAUREL LINKS00 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 (DW-E) 1186 5F x (2/12 FTJ x 0.1 = 252 GU. FT. _ _ COUNTRY CLUB LUW as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. � � �j �� h v♦ U5E: (1) 8 DIAMETER x 6 HIGH POOL ® ® ® ® ® ® ® ® ® v ,.. _ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is APPROV D AS NOTED (I) 8 X 6 STORM DRAIN RING = 253.3 GU. FT. DRAINAGE BASIN FOR suspended, the area shall be seeded immediately. PROVIDED REQUIRED Q z ® ® ® ® ® ® ® ® ® SIZES SEE SITE PLANS OF o P.# 255.5 GU. FT. > 252 GU. FT. Q O ® ® ® ® ® ® ® ® ® O oP moo ` O a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. DATE: O J 3 min ® ® ® ® ® ® ® ® } 9� ' ,, _: e b. Soil Amendments FEE: t BY: DC BACKFILL MATERIAL a� r 1. Lime to ph 6.0 0 Z V ® ® ® ® ® ® ED ® E NOTIFY BUILDING DEPART AT < O TO BE GLEAN SAND 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) 765-1802 8 AM TO 4 PM FOR THE �^� ;rte fTS �7 ® ® ® ® ® ® ® ® ® AND GRAVEL SITE c. Seed Mixtures FOLLOWING INSPECTIONS: t' �°` t ` E "" ` TCO'"'Af'C P ;D (°sii~ SOS Englncering at 765 ,raefaCe ,\ ® ® ® ® ® ® ® ® ® &\: m 4000 PECONIC BAY BLVFM D, 1.Temporary seedlings 1. FOUNDATION • TWO REQUIRED �'oiskiidl ftr1 Provide Engineer's C. -i';c:ation - LAUREL,NY. 1�saa a. Ryegrass,(annual or perennial)@ 30 lbs. per acre (0.7 lbs per 1,000 sq.ft.) FOR POURED CONCRETE that thb tirin"r^his been instalh :.:vcadc. Z W 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 October/November. 2. ROUGH - FRAMING & PLUMBING GROUND WATER GAF °° Great W 2. Permanent:seedlings-See Landscaping plans 3. INSULATION t Peconlc B8 D.The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. 4. FINAL - CONSTRUCTION MUST y Q 9 E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along BE COMPLETE FOR C.O. PERMANENT STORM WATER R ..I PP P 1 P P P 9 Y the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. ALL CONSTRUCTION SHALL MEET THE RUNOFF CONTROL MEASURE \ F. A stabilized construction entrance shall Ibe maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be REQUIREMENTS OF THE CODES OF NEW 4 t�� maintained until they site is permanently stabilized.Any sediment tracked onto public roads to be removed or cleaned on a daily basis. YORK STATE. NOT RESPONSIBLE ERRORS. TIRE Iry P �yARD��` R�Q>uIBCD 1 STORM DRAINAGE RING TYPICAL G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup DESIGN OR CONSTRUCTION NO SCALE TEST HOLE through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. ELECTRICAL NO SCALE I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. INSPECTION REQUIRF-D /JY exterior I?,01,,V e - BY MARK McDONALD GEOSCIENCE J.The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar COMPLY WITH ALL CODES OF $nctf-Iled a �*. - SOUTHOLD, NEW YORK 11971 days and immediatE[ly after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to cleaning of recharge 'tCCpl ewe Q. ' NEW YORK STATE & TOWN CODES rvp^frcd e.IA'l'C(�n''0►'"Y'� basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. TEST HOLE DATA 4/16/19 1 PM ELEV. + 23.$ AS REQUIRED AND CONDITIONS OF to Cta''.'"s c-1-12 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 sanitarysewer and !septic stem regulations.Temporary fencing shall be erected as shown on Site Plan along with the placement of dum ster's to control the buildup " ,. * � O`a:�1�."6�Ao 1.0 FT. DARK BROWN LOAM OL _ P Y 9 P rY 9 9 P P P of debris.The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. 3�')"L•,�T W tl�•' $ M� R O � �,.,� RD 4"'x";v. .Sr,,Lt�9T'k 4.0 FT. BROWN CLAYEY SAND SC I The contractor will report any required modlifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SOUTHOLD TOWN TRUSTEES C '"er rc"#vi,eA. SWPPP where appropriate. N.Y.S.DEC DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 17 FT. PALE BROWN FINE SAND SP Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated COMMENTS: NO WATER ENCOUNTERED z building components(livindows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures,plumbing fixtures),gypsum wall board, batt and PLUM.r3FRCERTI,"-7;A170N Q OCCUPANCY OR rigid insulation, piping for plumbing, outdoor paving materials. ON LEA') CO",'''i�',T BEFOhE � M• c � Waste materials shall include demolition materials from the existing building structure, unused building materials and products,trash from construction workers meals USE IS UNLAWFUL "" CERTIFI(,ATEQ�-OCCUPANCY p & ° and drinks. Project sitE�shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. �' W -i' W Z WITHOUT CERTIFICATE SOLDER u.'.��r.411.1ATER � a Z LL O I� SUPPLY Sr," 1 CA 1OT � W• 0 � D o OF OCCU R A i vY EXCEED V1 f 07150 LEAD. is a cm �. W• N � n GREAT a NEW SEPTIC SYSTEM FOR A POOL HOUSE $ PECO ' AY N/0/F Ai�.�:.U�961Nta W��ST6,,. NEW 4' HIGH FENCE EXISTING (2) PRIVET CO) to N/0/F ALAN FIDELLOW, BETH FIDELLOW - NEW 1000 GAL SEPTIC TANK (ST) &�TA!,I;kUNESNEED� (POOL ENCLOSURE) SHRUBS TO BE REMOVED EXISTING STEPPING BUSHMAN STEVEN JUDITH FIDELLOW AND - CLEANOUT TES'7''1`�._ 'T pWr" IING , STONES TO BE REMOVED BUSHMAN ELLEN BARBARA VERCOLLONE - (1) 8 FT x 12 FT NEW LEACHING POOL (new LP) - NEW EVERGREEN SCREEN PLANTINGS EXI5TING TREE TO 4025 GREAT PECON'IC BAY BLVD 75 GRANITE SPRINGS RD POOL EQUIPMENT - EASTERN RED CEDAR 8" HT- NOT BE REMOVED EXISTING LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6x4 DRYWELLS FOR IN CONTRACT ,qD EXISTING DECK STRUCTURE 8x4 DRYWELL FOR EXSTIN6-TREES 1000-128.-3-13 4030 GREAT PECONIC BAY BLVD POOL EQUIPMENT EXISTING TREES EXISTING BEACH STAIRS DWELLING RAINWATER RUNOFF FROM TO REMAIN , TO BE REMOVED PROPOSED NEW FENCE o r- 1000-128NG GARAGE GLEAN OUT OSED 4'X6' 551.64 (E PUBLIC WATER DWELLING PUBLIC WATER 24 OU-TOOR SHO EL. 7.1 AND GATE (POOL C-3 STF o° S15'16'00"E -.- ENCLOSURE) Q a SPLIT RAIL FENCE 24 �- EL 25.0' �. +24.1 D D x N , EXISTING yZ cri LP o x - t 11 BULKHEAD z NEW UNDERGROUND \ K ACCESSORY - / i ] YARD SETBACK ---- _ - _ -p�.� -�� ELECTRIC UTILITY LINE -�� SIDE _ -- -_. 23 a NEW �•�I �� 1 ;� -_ -=-,� 5� g � A ? � - >> - - + POO i \ ' 1 PROPOSED SILT FROM UTILITY POLE ON 23.01+ i �� IarAY pN,c°�aA05• NEVA 2 CAR \ 15-o HOUSE 1 �: P OPOS D NEW Y ,- �o E 51N s� FENCE DURING ROAD TO EXISTING XISTING DRIVEWAY W/ ALTERNATE #1 EXISTING TRE GARAGE � �r. _�' , r� , CONSTRUCTION -v RESIDENCE NEW TOP LAYER OF STONE NEW UNDERGROUND pWATE 350"sf [ 2p x40,1 ,�� os, A O TO BE REMO x650 f R POOL y �x-=,` o r? SEE DETAIL \ ELECTRIC SERIVCE s +24.8 I 2 PR J NO: i r SEL HOLE +24.8 T.... �j I t I� 9�L,� 'L� y P 1902 �,,,.�•-- ..- •-• -•�..-. '.-'-- -- W A K• ELECTRIC, LI . ;.�\ �� RA BY DRAWN --- - _„_" __ EXTENT OF OI L./STONE 8x4 +24.? A +24.1 ....- ---� _...--•,,,.•_, _ _ - --- - - -- I GATE 24,6+ \EXT TING �►::; 00� \ \ O'GG, UT BOLLARDS 2 ST Ry CHECKED BY: _....._,_ .E 23.5'+ DRIVEWAY :2= ��• �� ,, HOU E EX \ <A EXI5TINb O '� -•-•- - - :- _ E � G BULKHEAD NS •�•� - - -_"----- OIL Ts2NE.-. ' 4• SEDROO HOUSE= � \ � GAS \ --- ---=--•- ---___ --t.. ®1 PANEL �F I I W INTERI R S °` F DATE' %. QG \ EXI5T. _24.0+ --- I �'e� r RENOVATl s 90 SEPT. 10, 2019 _ _ 8wl FI1,65- f \ N52°21 53 W SCALE: w1�5 �x�ST � �` � � RST;IN FL 4 ', �� . O - 2 `may . + \ 1.51 1 = 20' SIDE YARD SETBACK PRINCIPLE 8x6 23 , i.1 .3 \ - 0 A I 2� \ SHEET TITLE: �+ ATER P RKI C� i s, t' ETER 8x6 DRYWELL WITH INLET GRATE j .- \ \ \ \ s• ® o f �4� i0 FOR RAINWATER RUNOFF ROM G j -• •-.!""''-• • DRIVEWAY PARKIN A •_„- Z-- OATE 1 o� T1EW ELECTRIC EL 25.2' �*= _ - .- - - - - - - - - - - EI.EG . . - !y r�IETER PANEL � � � s � - - - � 24 22 20 18 16 �'�� N14'38 20 W ACTUAL 24 \ 543.0 10 PLAN EXISTING EXISTING N14°48'00"W DEED N/O/F EXISTING GARAGE 24 26 26 E'XISTIN6 UTILITY POLE HVAC, EQUIP ,o MARY E NOLTE AND LAUREL COUNTRY EXISTING DRIVEWAY TO TO BE REMOVED, UTILITY POLE G� EXI5TING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED NEW 4' HIGH FENCE PUBLIC, WATER LINE NEW ELECTRIC LOCATION OF EXI5TING ENTRY PORCH 0 3850 GREAT PECONIC BAY BLVD METER PANEL EXISTING UNDERGROUND (POOL ENCLOSURE) SANITARY SYSTEM TO EXISTING COVERED PORCH EXISTING FENCE TO BE �y 1000-128.-6-3 PUBLIC WATER LINE REMAIN TO BE RENOVATED REPLACED WITH NEW FENCE SHEET NO: VACANT - - - - - - - - - - - - - - - NEW UNDERGROUND WATER LOCATION OF EXISTING DRYWELL 25,E N/O/F LINE FROM RESIDENCE TO FOR STORMWATER ROOF RUNOFF �pF KELSEY ROBERT D POOL HOUSE EXISTING DECK REMOVED Fj. 2345 ROSE WALK DR EXISTING UNDERGROUND GAS LINE PROPOSED SILT FENCE DURING ALPHARETTA, GA 30005 CONSTRUCTION SEE DETAIL 3790 GREAT PECONIC BAY BLVDP 1000-128.-6-4 OVERALL DWELLINGPUBLIC WATER SCALE: 1 = 20 _0111 B'® AND PER IT SET WIND-BORNE: DEBRIS PROTECTION FOR OPENINGS STRUCTURAL RSV I EW BY STEVE MARESGA PE FOR Y�IALL OP�r�I NG PROT�GTI ON O�120 MPH �-S�GOND Yell ND GUSTS N' (D 188-0-1 NEST MONTAU� H I C�HWAY, HAMPTON SAYS, NY I I q4C ( MAXIMUM MEAN ROOD HE I CHT: 55) 51MPSON LSTA - 20 GAGE PHONE 651 X28 X480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° -2 x b TIE 0 EACH RAFTER INVIEwOr- STRAP. CLASSIFICATION DESIGN CRITERIA : r � � I G I a ICE SHIELD UDERLAYMENT SIII&L•E FAMILY' RF_J 1 DENTI AL SHUTTER ASSEMBLY 1 � , REQUIRED - 24 FROM EDGE DF-51 GN IN ACCORDANCE WITH AMERICAN N.T.S. oil' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ALTERNATE N, HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") 1 1 I HURRICANE CLIP IUSE TION of 55'-0" MAXIMUM GROUND SNOW LOAD - 25 PSF. A55EMBLY: I,- 1 SIMPSON H3 FIRST RST LEVEL - 40 PSF. L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I 1 uj #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 1 I LIVING AREAS - 40 1=5F. L.L. O WOOD SCREW ® I6" O.G. 51MPSON H2 HURRICANE BEDROOMS - 50 PSF. L.L. 0 ALTERNATIVE FA5TENER FOR SHUTTER TO BUILDING: I 1 " CLIP NAILED. FROM ' 01 #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WA5HER5) I ( RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH MACHINE BOLT @ 12" O.G. o J� I STM-Pad NAAILS EACH END SEISMIC DESIGN CATEGORY - B RES I DENGE: X WEATHERING - SEVERE Z W APA RATE\ e I a EXTEND TODTOPYOFOTOP O PROVIDE 8d COMMON FROST LINE DEPTH - 5611 O Z \ ( PLATE. NAIEXTERIOR O.C.D6of ALL TERMITE - MODERATE TO HEAVY F_ .� 'N i SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT La CONVENTIONAL LIGHT FRAME NOOD ICE SHIELD UNDERLAYMENT REG2UIRED - YES Q I I CONSTRUCTION Lu 08 uj MULTIPLE SECTION A55EMBLY: Z ~ 1 1 1/4II THICK BOLTS ® 21 OG O O il II GENERAL NOTES - I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q I 1 I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I 1 I I I PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0 TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN I°j 1 ,� 1°1 BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY ZwL W I 1 1 -51MPSON MST27 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. W I I i t l i 1 I I/2" WIDE - 20 CASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1 I 1 I I I 1 METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. GRANGES PRIOR TO AND DURING CONSTRUCTION. Lu 14- 1,r- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 11 I I DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY I I I 2 x b ®Ib" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL N.T.5. I I I I I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE i 11 " 1 1 , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL 5PAN5:4' OR WIDER SPAN I I l Ie FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLT5, 3/4" DIAMETER. II I I I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32 APA SPAN-RATED 48/24 5H=ATHING GRADE PLYWOOD I I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF „ I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER. 2x4 5TRON(5-BACK5 @ 24" OG AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THI5 1 1 1 I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 1q. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I 51MPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE.. I 1 1/2" AIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR l I METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I,r' 2). ATTACHING STRUCCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL .:^�; 8d NAILS a 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 08 Z . c WOOD SCREW @ I6 O.G. 'I. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q a� ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ' ,'r%t+�:: • . ... . . 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY �n k,'• :,�; ACG TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) NEW YORK STATE BUILDING CODE. M MACHINE BOLT a 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. 0 �-'-' FOR DE516N. "~'"v'' 5/8" , REPAIR, ADDITION OR CONVER51ON TO ow X •':y' j ' W/ FENDER WASHW -� •w Z � Q ER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q Z U- WINDOWS - GLAZED OPENING "`+ PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE. W .o Q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 Q N o PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOW5 INTERCONNECTED SMOKE ALARMS. mw • N =o A5TM E I01016 AND OF: A5TM 1886. r AND DECKS ETC.. 0� CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 CODES ALSO APPLY TO ACCE55ORY f- IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION cn C/) , 95, HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOOR5 TO BE RATED FOR 120 MPH. WIN1D LOAD PANELS TO 8E MAINTAINED ON SITE.HEADER + SILL PLATE. SHALL COMPLY W/NYSSG CHAPTER #2304.q.6 FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0FN�lti � FRAMIN TES �+ NAILING SCHEDULE G NO TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER 5HALI- BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d@ 4" �^ �r DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d @ 12 oz. o BETTER. I NTERMED I ATE. 51ZED FOR COMMON NAILS; CONTACT ARGHITEGT FOR BOX NAIIL SIZES h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES FLASHINIG OJEC RAFTER/TOP PLATE 3-I6d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1902 o Flo ° CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) -1-FLOOR,3. ALL SUBFLOORING TO BE APA RATED STURD CEILING JOIST/PARALLEL RAFTER 8-I6d (PAGE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JO15T LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: 6AB,LE ROOFS BLOCK I NG/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NIS 4. ALL HEADERS -O OVER AND OVR SHALL BE SUPPORTED o (lo RIM BOARD/RAFTER 4-I6d (END NAILED) 6DATE: WITH DOUBLE UPRIGHTS E AND OVER WITH CLIPS AT ALL PERIMETER J015T TO GIRDER TOP PLATE/TOP PLATE 2_16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. Sept. 4, 2019 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) a STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOI5T5 PACIFIC GPI 5ERIE5 WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 0 ® 8-o O.G. MIN. PROVIDE 2" SPACE FOR AIR 100< o cos BOTTOM PLATE/FLOOR J015T 3-I6d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB p JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sk 1I hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST :2-10d (TOE NAILED) y 9 STRUCTURAL h BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) 0 0 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & L l0° O (3O O to < o <,45 LEDGER STRIPBEAM 4-I6d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS ® 4' O.G. RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b O.G. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOI5T/51LL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OIF 1/2" DIA. O PLYWOOD ROOF DECKING 8d @4" O.G. EDGES, @8" O.G. FIELD "TECO" OR APPROVED EQUAL. 100< o ('50 STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE ,5d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @)4" O.G. ED6E5, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. PORTIONS OF PANELS IN H16H PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d @6" O.G. EDGES, a 12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE , a =: 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT B1E COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND i OWNER. 3'-q I/2" LVL RIDGE NEW ASPHALT SHN6LE ROOF ON ICE 4 WATER SHEILD ON 5/4" PLYWOOD SHEATHING PVC BEADED BOARD PANEL 2x6 RAFTER016" 0 YV BATTENS AT CL49 ALIGN NEW 4 EXIST. B A FACIA 5V 4 &UTTER 7 7 4-111-41' 2 511 511 4v2l, 2 511 4'-0vv2 -011 O'VERHANS DIM. MATCH EXIST. 1/4" LVL CASED IN I 1-111 L L 101-111, L L 1:21-:211 BEAD 5P PANEL A r IX 1=1/0 L L L EXISTIN6 SOFFIT I ENTRY DOOR 4 51PELITES ( i 5--2X6 P05T CA YV 514X4 PVC TRIM IN IX Pvc Ea L 2X8 FT PECK J015T Ea EG? Ea Ea Ea 6/4 IPE CAP YVIX,+ alb" OYVIX4 IPE f:P,/o APRON PECKINC& 2X6 STUDS K/1/211 PLym 5HEAH SITHIN(9 4 YO 5HIN6LES BOTDES LAREP SHINGLES 2X5 DECK J5T. ALIGN E30T OF 5HIN&LES, Yv EXISTING EXIST. BASEMENT STAIRHIINEA MTL BILr.,0 POOR I ma"A z 0 t 141 0 MEN" NOTE: SEE BASEMENT PLANOKI ellm" FOR DECK FRAMING 4 FON 5-2X4 POT�T -e-2X4 FOS in 2 "1 1/2" I.\/L HDR ui Lu l , I 1 1! .1 . z I ENTRY PORCH SECTIONOO SH 4 PL—SCALE: C ILO -0111 (�) 5-2X4 POST 4� 5/4" PVC, FLUSH PANEL FROM RIDGE EN MEDIA ROOM tu k NEW YO FIN. M, WITH I 1/2"X 5/411 BATTENS > ASPHALT SHINGLE ar=DR�om #1 3 8 NEW YV FIN. FLOOR (5 ui ROOF EXIST. FIN. 2-11 1/8", LVL WALLPAPER Lu Lu y - — ——— — -J4 I UP HIGHER BM eo Ixb PVC RAKE FL TO MAIN - -.t L "0 T, FLUS Z 7 - -- -- - -, 1 --3 WALL AMR 514 4 PL = X-j E YVIX2 TRIM iy- OPEN TO VyL 1. o � cv ALIGN FASCIAS A ABOVr= 9) x DORMER (� IL tu OIL 9 5-1 1/4" LVL BM 7 CA5W- CHAN6,E IN IN Ix 10\/C 5-2X6 POST CASED > C'STH F= tu ;2 IN IX FV0 k - ----- 0 0 tu PNb� lol- x Not= uj SEE 0O z 6/4 IPE CAP POST A6 5 2X4 F 5 2X4 WALL Lu WX4 Pvc APRON SHEAR BEARINGL 7 BE INC WALL 10 IZZ, YV 5HI146LES- MATCH P'r1(�G Tu�ATCAASM7 OPEN'Ss" so POST -T Lff- A - SHEAR KllLL WITH IPE RAILIN& Q /j //d/do 4 P 50 BALUSTERS 41-f �1(4 0 py IX4 IPE TREADS Vil I Ln ST�U AT EXIST. MASONRY 6 9EX111 1. mirt FIREPLACE YV Ix Pvc, RISERS Q i;- r NEW &LAS PVC, LATTICE PANEL ci IN IX FRAME - TYP. 4 MANTEL SHELF 5-2X4 P05T ENTRY PORCH NORTH ELEVATON ( - R/r SCALE: 1/4" 1.._0.. 12 iu u- ld� KITCHEN I=' ® O " ABOVE EXIST. Y6 FIN. POST FROM P05T FROM FL. TO REMAIN ABOVE NEW &B L 4X4XI/f�6 '-7 5TL COL 4X4XI/4QC "- 2-1/:2"x*7',-5TL PL - - -- --- --- 1 TL - - - -Q� -5-TL-aaL C*4 FLUSH --ixEr, ri bx;w Sr �Nj EXIST. DORMER - - - -- - - --- - - - - -- -- - -- -- -- - -- - ---- NEA ASPHALT 5HNC71 r- ROOF /0/0 > a 1 7 ca z- Vi LL 50 ROOFING FELT ON 5/4 cl ry PLYWOOD SHEATHING -7ry 0 /0- LIVIN,65,121NIN& AREA O c0NBN /j� Z tu EXIST. YV FIN. FL TO REMAIN XX RAC, 8 EXIST. FJ TO REMAIN EXPOSED /w _j , : ;;.: �, Iry ( ui D u- O NALI I //::;// - - - an 0 L6 -n —-—-— - — - —-— m Lu. U, rm" x ui N oo// -- - - - - - --- -- - -- - -- --- -- -- 7 x "DECORATIVE" ALIGN FASCIA 5 to COLUMN lu r7 I loll IL mY, 1 114 :2-71-011 541. U) c1l). E Ea. 51-01, L L Ea 5'-0" 5-2Xb POST CASED 50 PVC POST SEE EA5T IN Ix PVa AITH IM RAILIN& % 6/4 IPE CAP 11 1 1 1 1 ", 4 1" 50 BALUSTERS HOLD P0Vm4N T 5 2X4 POST 5/2X4 POST NE AA IS OTION H YVIX4 PVC APRON p OLD DOWNS 2-14 LVL NI 510"x15" STL FL U) J --e FOR BBQ I % 6:111 SLIDI Iq6 Do SHEAR AALL orr N,2�4,' M SHINGLES- MATCH 1 1 WAP FIXED 6,; PANEL AT CORNIER 0 COUR5INS s G Ar FIRST FLOOR IP05T F E eg ---------- EX15T. BEAM - VERIFY X 7 P%L�y LINE Off YVdi A50VE---- IF,, EXIST. BEAM - VERIFY III I =�, - 51ZE -2-2XIO MIN. x 51ZE -2-2XIO MIN. CEDAR LATTICE Y, .4-11 V., PANEL FLij=r Jci :r- 17,-;5; lit J;r--�- I I ---PROVIDE 50LID BLK6 EX15TIN& F201 --11 FROM EXIST. BM TO ExIrpT UAT EX15T. VF-GKINS To K&MAIN j-1 -0-L J A foET,!: NEW BEAM TYR AT 1L Nt^ tg-�AV E30ARD PVC, OL5 LL- PORCH ENTRY PORCH WEST ELEVATON NP FP IL N& N 0: SCALE: 1/4"= 1"-0" 11, r1_ m-x Jx PVC oi 1902 RA N BY: 141-011 NEW 5/4 X 6 PECKIN6 CHECKED BY:NS *:2" -TY21, *21, AT MRIMITER 12" C11-6,11 —12" 50" HIGH PVC RAILING NS I \-Nry4 TREADS 4 RISERS TO MATCH EXIST. PECK'& DATE: AT EXIST. STAIR SEPT. 10, 2019 SCALE: 401-411 S 1/491 11.011 SHEET TITLE: CASED IN IX 5-2xb P05T RC T PVC-TYP'. AT POSTS 01 P SCALE.1/4/4"=1 11.091 1`41--ON FLOOR ENT;" u WALL DIMENSIONS: STRUCTURAL NOTES: PLAN 41/2" NEW 2X4 (31/2") STUDS WITH 1. PROVIDE FULL PENETRATION WELD AT FLITCH PLATE SPLICE TO ACHIEVE NEW 1/2" GYP BD EACH SIDE IP 1 75 CONTINUOUS MEMBER EXISTING 2"X4" STUDS WITH Li 2. HOLD DOWNS - SIMPSON HDU2-SDS2.5 NEW 1/2" GYP BD EACH SIDE SHEET NO: O NOTE: SEE BASEMENT PLAN 3. SHEAR WALL - 1/2" PLYWOOD EACH SIDE 511 EXISTING 2"X4" STUDS WITH FOR DECK FRAMING NEW 1/2" GYP BD ONE SIDE WITH EXIST. SHEATING 61/2" NEW 2"X6" STUDS WITH <( K, I Z7& Luq-, M ENTRY PORCH PLAN NEW 1/2" GYP BD EACH SIDE SCALE: 1/4"= 1"-0" BID AND PER aivolIT SET B A C g 7 6 511 ' Y 211 6Y2" I `Y21111 ' 511 61-2y211 10'-II" 10'-2v I 11 r I � m I' —I-- -- - - --- - - - =� I I � r I I ( I w u� I I I i ez O - -- - -- - - - - -- r — ——— ———— —— —— —— —— — — — — —— ——— ———— — ———— ——— ~ W m C1 LU z 06 RQ )F DELON U) 2-1 1 " L HDR 2-2 HDR I I W .. : .. IX CA5ED POPLAR OH BEAMS - TYP. OPEN TO ' �- MASTER BEDROOM I BrELOA EXIST. BRICK i I U REFLECTIVE.,_ .e CEILING PLAN � EX 15T. � 1/FAIN� SCALE:1/4 1 0 �AN I I ® I O O w -------- o J II 3011 /1/ 11 I 0 I5EI7 OOM O Q I — ty W ACCESS w a 0 � C ON - I _ Lu w NN�yyyy p, ----� ,;n � HATCH p �[ — PLYWD UNDE NT==ry _ s 2 I ua ® I SHED GL6 U---- ———— — Q 5-1 5/4 X II 1/8" LVL 25 i d a I u DOWN TO RECEIVE to X , J RIPGE BEAM - PACK DECORATIVE BEAM _ O NEW FIN. I�LOOR� :o I x NEW n �5 I / /16 IX MA51=D DECORATIVE I EPI H GL61 m 5{GY 6FiT5 OPERABLE OE 1 3 1/�RIFY G,�B I ( _ L� cv 2-11 1/2" LVL HDR DIN11=11�1ON I f X - 2Xi0 RA 2-15/4" LVL P05T , II I�11 I I I I� X a PL \� a:- t \ m IX CA5ED DECORATIVE to I_ PERIMETER SEAM — w K-IN _ HALL � 3 Gj"OSET ' I N FIXED 3-2X4 d WD FIN. FL O PICTURE 1S1 F+ PER 3-2X4 POST I/2" GYP BD WITH ",?� =.'; NEW CARPET ON i/2' 20 i — y�q�, i O 3- " LVL 2-B�4' SLT (RIDGE) '- WALL PAPER / WINDOW r- PLYWD UNDERLR SIT _ . 8' HGL6 IX4 TRIM 22 21 ' CASE - �i F �► - 4Y " y -�+ — - SH a PL O � OI N 2 O 1- 2'-10" 51_211 3,-41, , 1 IN 17 •.11 4 -4 y Q• M m _ IXb BASEBOARD - , tV 11 18 1 Y n I ..I �2 3 � �t D - - - 3 - - - - - - - - - W z W BEDROOM x ? "- MASTER r 9 0 o _ w. M MA5TER 4 PARTIAL S E C I® — L _ I3EI7ROOM Ij ® � �EDi�00M #3 I m O w• Q N = zz SCALE:114"=1"-0" - --- ~ m i NEW CARPET ON I/2 rz y NAD BARD I/2 ' r— D M \ _ SOUND BOARD Q F SHED GL6 I ~ 2-fi �`\\ _ `, r CATHEDRAL CL6-4O 4 WALLPAPER I I Q ~ = I SEE GL6 PLAN n N WALLPAPER -t CHAN6E IN 14 rlNlil J Z u GEILIN66 ztj = m uS m I a r ILI 2X10 RAFTERS — A _ 2 10 R m 2x10 RR to in Q ® 6"O ® I6"OGS - 2-2X4 - rte �.STNV tu r m I � Cyo IX CASED DECORATIVE -- -- - _ ,\ :. O _ �G `2v~r- BEAMS ni 'Y" 6ROVE PANELING _.. ._. --- -:_j .-.._ ......- --.:. ------ _ - DR - _ 4' H � !r 1 i 3 2X4 POST -- - V X172 V� MU TRANSOMI c LLED i i aPIGTURE wlNDow :,. ,�� �r°��'= S CASED DECORATIVE ROOF ELOA IX RA _ O i OPEN T PERIMETER BEAM MASTER ( ISTRUCTURALJ NO: >. closer y. I I 1. PROVIDE 1902 O EF I BATH FULL PENETRATION- ION WELD AT :! - - - --- - -- - - - -- - -- - - -- - --- -- - --- - — .Iii". - - — --- -- -- � :. ':int I —I FLITCH PLATE P DRAWN BY: _ f SLICE TO ACHIEVE .. - CONTINUOUS MEMBER R S 5 TURFoo I EXI5TIN6 TRUG CHECKED BY: TYPICAL 2. HOLD DOWNS SIMPSON HDU2-SDS2.5 x NS DATE: 117,777,77 WALL DIMENSIONS. SEPT. 10, 2019 4 1/2" NEW 2X4 (31/2") STUDS WITH SCALE: NEW 1/2" GYP BD EACH SIDE 1/4" = 1'-0" 5" EXISTING 2"X4" STUDS WITH SHEET TITLE: EQ Eo ��_-il'2" 51_011 3'_?Y2° NEW 1/2" GYP BD EACH SIDE MASTER BEDROOM 5" 2" 42" 511 5" EXISTING 2"X4" STUDS WITH SECTION 3'-�'2" 8'-�'2" 121-Io3/4" I3'-Io" NEW 1/2" GYP BD ONE SIDE WITH SECOND SCALE:1/4"=1"-0" EXIST. SHEATING FLOOR 401_411 6 1/2" NEW 2"X6" STUDS WITH NEW 1/2" GYP BD EACH SIDE PLAN vu AN OCUONI"k F L 0% Aol OR" am"l L 'a 0' 0 SCALE:1/4'1=1 11.01111 SHEET NO: BID AND PERMIT SET B 7 C B A C A $ 7 s 8 4 14'-O" 3�4' 6 EQUAL EQUAL i 12" DIA. 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I i — IN1Nr- O AR � � W co i ++ i i I I FLOORI EXIST. �� T i I ( I I / I/2' MR GYP B CLet / v/ I I BOILER I I I III III I I r, EXIST. w 12x26 I I I' I II I I i l l l l � — J ' �� I I I I ( I I STEEL BEAM _ - - - - -- -- - - - - - - — — - - - -- - -- 0 O - - - - -- a— - - - - - =-` h- H ( I Q EA EXIST. BRIG 0. - --- - - -JJ ----- -t - - — I I i B-2 - VERIFY � ❑ CHIMNEY �, .- ' CONDIION 3/4" PLYWD 5HEATHIN6 ; , EHW T. I I EXIST. W 12X2 ( t I I X FLASHING NEW ALUMINUM &UTTER i = i STEEL BEAM i EXIST. 4" DIA TEEL I '= N PIPE COLUMN TYPICAL XX ...i NEW LE I — I I ® = EXIST. AIR " I I � I I I 5KT5 I I i N POST FROM HANDLER 4 THK. OURED GONG, f W X I ST I NGABOVE SLAB INF. w/6x6,I177� � SMNT #4 1TILE F.F.I - II EXIST. CONCRETE SLAB 5POURED GONG. II ALL EXIST. ELECTRIC. TO OUNDA�IOWALL, REINF J REMAIN UNLE55 NOTED AT TOP /(2)#5 REBAR0. : II W ...1 I q d , OTHERWISE 8"x16" POURED GONG. — t l I I I I I I n ALL EXIST. 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ROOF S;xTURE W/ I t l ' �( ' EXIST. 12" DIA ( gG �.S hyo i NEW ASPHALT SHINGLE ROOF i �' x I CONCRETE PIERS I c• <<° �- - -- -- - - - - ---- - - -- ON NEW IS# ROOFING FELT - ----- -- -- - - -- - ( - -- - -� I - - - - -- I --- - - - --- - I EXIST. 2-2X10 -� - ---- - L -- - 1 - --- - - - -- ---- -- - - - -- - _ -- -- ----- -- -- -I L--- -- ---- -- -I I �l?�53 G� r% i; i iNOW /l//"ImAlIlleffill"I �REi ' NEW ALUMINUM &UTTER ' PROJ NO: 1902 D RAW N BY: uAbEMENT FLU%m'J% K rLAINI- CHECKED BY:NS SCALE: 1/4"=1'-0" NS DATE: SEPT. 10, 2019 KU%JF riffliftLA11m., SCALE: SCALE: 1/4"=l'-O" SHEET TITLE: BASEMENT ROOF PLAN SHEET NO: BID AND PERMIT SET 9 6 7 8 NEW DORMER NEW D DORMER EXIST. BRICKEXIST. Roor- 5TpJy..lTLmp-E Vv CHIMNEY NEW ASPHALT SHINGLE ROOF ON NEW 50# ROOFING FELT ROOF S" imil IRE 11, NEW IX6 PVO RAKE A6PH71 iN&L;;E ROOF BOARD YV IX2 TRIM ON so#- ELT ON 4 IX4 FRIEZE REMOVE FASCIA MATCH PITC-44 AT AT EXIST. DORMER NEW IX6 PsweC RAKE 4+/- BOARD Yil IX2 TRIM EXIST. DORMER AND PROVIDE NEW 4 IX4 FRIEZE IX6 PVC FA51A DONT. TO NEW DORMER - - - -- - - - - -- - - - -- -- ---- --- - - -- - - - - -- - -TOP OF PLATE, 9 EXIST. 4 NEW [14" 1 RUICI VRE DORMER MATCH EXIST. -T-F RAKE OVERHANG -LL NEW DORMER z NEN ENTRY PORCH Olo NEW IX4 FRIEZEOO SEE SHEET #2 FOR ADDITIONAL INFO 0 alp, NEW IX TRIM AT EXIST. BEAM m SIM r= Lu —NEINPZ I ;�7 SECOND L 9EE SE a z TOP OF SUE3FL, FLOOR - - - -- -- - - -- - !TOP OF PLATE' PORZH -1ULlL JULIL 11 IHL J., IST. P05T TOI (� ._ REMAIN - TYPICAL E E EO ODI REMOVE EXIST. IX CASKS S PROVIDE I \ / I E E , d) X 0 NEW Ix Pvc, I LL EXIST. r (TYP)— F- !L PORCH FL - - -- - - - - - - - - - - - - - - - - - - - TOP OF MFLI FIRST FLOOR > -- -- - - - - - --- - - -- -- --- -- - - --- - 0 A ..... ..... z E E SOLID PVC, PANEL XIST.&R.AD w --PVC LATTICE PANEL EXIST. "51LOO DR To 6w =) IN IX FRAME - TYP. NE)AI ENTRY PORCH BE REMOVED. PROVIDE SEE SHEET #2 POR NEA 17R To MATC44 OPE NIC7 GENERAL NOTES ADDITIONAL INFO :2 I. ALL EXISTING YW 5HINSLES TO REMAIN. PATCH AT INFILLED OMNINC75 SEE A NTE 5) E A Z03'16 E L E V A 10% N :2. PROVIDE NEW 5/4 X 4 PVC TRIM AT ALL tek4 N UmTH ELEVAT ION SCALE: 1/4" V -0-- NEW WINDOWS AND DOORS SCALE: 1/4" = 1' -Ovv 5. PROVIDE NEW IX& PVC RAKE VVIX2 TRIM 5D AND IX6 PVC FASCIA Vi/ NEW ALUM. 61.11TTER 4. REMOVE EXIST. ASPHALT ROOF AND PROVIDE D NEW ASPHALT 5HIN6LE ROOF ON 50# ROOFING FELT C B A 9 ALTERNATE #2 - NEW WOOD SHINGLE ROOF 7 6 v NEW DORMER ALTERNATE #3 - NEW WOOD SHINGLE SIDING NEW 5HM DORMER ad EXIST. BRICK CHIMNEY CD p5l 0-0 —NEI RooF -j 9'"NeLra P4oF— 0 N, .......... Lu _j NEW IX6 FVC RAKE BOARD Vil IX2 TRIM s IX4 FRIEZE TOP OF PLATE a °o Po TOP OF PLATE, a NEW DORMEP, Lu @ NEW DORMER WINDOW HEAD 11 Y EXISTING DORMER ': yil OH 77-77— 77\ 'I'X �E PizICNESI NEW IX4 FRIEZE <A� EXIST. RAlc� 5V L; J6. t IRgoom STM4!n RE 7!;� YVNEN A-SPHACT SMINS. , 0 N INFILL EXIST. SECOND OPENIC7 TOP OF 51UIBFL� FLOOR I SECOND cl) 1-s - - -- - — — — — — — — — — - - - - - - - - - - - - - - -- - — — -- T- - PLA11 ---- --- - - -- - - - - - - - - - - - - - Top OF SUBFL FLOOR TOP OF TE - - - -- -- --- - - - - - - - -4- - -- - - - -- -- - - TOP OF PLATEj - - - - - - - - - - - - - - - NEW IX TRIM AT FIXED ILL -ILLL -ILLL 11-11-JL 7— EXIST. BEAM EXIST. POSTS TO REMAIN - TYPICAL 1 FIXED FIXED yq ND OPEN TO EXIST REMOVE EXIST. 6L PANEL Q �j —INFILL EXIST. PORCHO L PANEL TRIM 4 PROVIDE BK NEW IX PVC 14) OPENI& trYp�� LL L-- 140�1 10 bi 0: IL --F— SLIDIMS &L DR I JL 10 - r" 1902 DRAWN BY: TOP OF 51JPFL� FIRST FLOOR- L/ FIRST FLOOR NS TOP OF SUBFL J-L— CHECKED BY: .......... ..................... ......... ........11-1...... ...............ii"jiw6wd NS N rv. O EXIST. CASED BEAM TO REMAIN .. ....... EX DATE: EX NEW CABLE RAILING NEW TREADS 9 RISERS SEPT. 10, 2019 AT EXIST. PORCH NEW CABLE RAILING TO MATCH DECKIN6 AT AT EXIST. PORCH PORCH SCALE: I PVC, LATTICE- PANEL114'w = 1 1.011 IN IX FRAME - TYP. SHEET TITLE: L& 0 No wl ELEVATION 00"U" U"TH LEVA5110 ' BUILDING SCALE: 1/4" V -101" SCALE: 1/4" V -101" ELEVATION SHEET NO: D BID AN' D PERITSET,, I' EXIST. CHIMNEY NEW 2-16 LVL YV 1-5/4" X 15" 5TL PL RIDGE BEAM NEW ASPHALT 5HIN6LE ROOF ON 50# ROOFING FELT 2X10 RAFTERS 0I6" OG ` — NEW 2X10 RAFTERS NEW ASPHALT 5HN6LE ROOF— alb" OG W/5/8" PLYWD ON ICE d WATER 5HEILD ON 5/4" \ \ 12 �,,, �\ �\ SHEATHING PLYWOOD SHEATHING �— ATT I G VERIFY PITCH W/ 5 1/2" BATT INSUL \ \ 12 EXIST. DORMER (SOUND) \ \ - 14 +/- v r 0 / R-Iq BATT INSUL \ \ O /21, 67yp_ VERIFY OVERHANG 14" �'�/ �� �-L5 Bp& - \`�\ `�\ DIMENSION WITH EXIST. TOP OF PLATE IXb PVGFASGIA W/ 1115 FOAM IN5UL I" SPRAY FOAM IN5UL ALUMINUM GUTTER O BATT INSUL X8 GJ ® 16" OG W/R-50 BATT INSUL @ EXIST. 4 NEW "® Lu z W NEW BEAD BD. 50FFI OVE EXIST. RAFTERS =N i `-4/2" GYP BD AT ALL NEW IX6 FASCIA YV/ ® EXIST. DORMER_ �. CUSTOM `� YVS GL6 NEW ALUMINUM &UTTER NEW CASEMENT WINDO ! DOOR �I 4 BEAD BO SOFFIT W!5/4X 4 PVG TRIM ® ALL DR5 R WINDOWS = BA HROO� #2 1 \ \ NrCASEMENT WINDOWS \` \` W/5/4X 4 PVC TRIM06 IT UJ EXIST. 2X4 STUD WALL TO REMAIN LDR�O #� SHEET #13 FOR DRO M # \ EXIST. RAFTERS cn ADDITIONAL INFO I TO BE REMOVED rC0 3: LU - 1 " W.R. GYP BD NEW ASPHALT SHINGLE 4' SPRAY FOAM ® ALL WALLS GL6 I I NEW 2X6 STUD \` 12 NEW ASPHALT SHINGLE ROOF ON 50# ROOFING FELT INSULATION (R-iq MIN) I I W/1" SPRAY FOAM ' . isr ROOF ON 50# ROOFIN6 FELT EXIST. 2X8 RAFTERS , . EXIST. 5UBFL TO REMAIN r y SHEATHING TO REMAIN x W/NEW I/2" SOUNDBOARD I INSULATION 4 R-15 BATT EXIST. 2X8 RAFTERS s. «., SECOND ¢ NEW CARPET BY OWNER I/2 PLYYVD 5UBFL >: TO N �� 4 1/2" SOUNDBOARD rs.. 6 SPRAY FOAM - - -- ARPET FL BY OWNER „` SECOND FLOOR TOP OF 5UBFL <' ' INSULATION (R-50 MIN) - :.: , TOP OF 5UBFL FLOOR \� 2- 1/2" ':�: :;..:. x r r \,: '� i `� xyi �. x XY `.,'C ni f,/,'j' ./ 1 Y,i { Tom' 1, i `� , / \\ Fm so�In BL - -� >;n. '�',� '� �� �;?�?`, i�� � �� ����. i� ?�� �'>\ �\� ��, TOP OF PLATE NEW 2 14"LVL YV/I 5/8" EXIST. GEILIN fr v/ X �' x �, '' 'S? ' 5" P W NEW NEW WI6X77 5TL BM CASED(NON-STRUCTURAL) ` YY}�'' -- NEW. 1X6 FASCIA W/ BEAM CASED IN IX FIR IN IX FIR (STAINED TO AT Aui Lu w LL'IYVALLS D - - NEW ALUMINUM &UTTER NEW IXb PVGFASGIA 5/4" PVC, BEAD BD MATCH FJ) 4NEW SOFFIT PANEL'& "ATTEN5 ® GL6. MATCH DEPTH d HT OF \ CEILING NEW ALUMINUM GUTTER ADJ. BEAM Q EXIST. BEAM TO REMAIN EXIST. 2X4 STUD WALL 4 BEAD BD SOFFIT EXIST. 2X8 FJ ® 20 OG > I� L --- – --- k K44EW 4" SPRAY FOAM WMEW IX PVC, TRIM TO REMAIN EXP05ED NEW 2-q 1/4 LVL W/1-5/8 xq COLS BEYOND 7 MEDIA '. EXIST. SHIN&LES TO REMAIN � EXIST. CJ. SEE FL PLAN SLIDING 6L L.I V1 NG/D I NI NG I AREA p ROOM PATCH A5 REQUIRED. 0 PORCH DOORS IST. POST TO REMAIN j REMOVE EXIST. TILE FL W/ NEW IX PVG TRIM EXIST. WOOD FLOOR To REMAIN / 4 MUD BASE. PROVIDE TYPICAL ® ALL POSTS EXIST. 2X8 FJ ® 26" \ NEW PLYWG L 4 EXIST. STAIR EXIST. DECKING 4 DECK EXIST. BATT IN5UL 70 REMAIN NEW WD FIN. LTO MATCH �V V NEW TREADS TO REMAIN i EXIST. ® LR 4 RISERS PORCH EX15T. DECKING TOP OF 5UBFL FIRST FLOOR EXIST. GRADE Y ;y XIST. BATT INSUL (y Y EXIST. W 12X26 TO REMAIN /2" MR GYP BD 01-6EXIST.GRADE \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \> STEEL BEAM - TYPICAL AND ALL WALLS - 06 z \ \ \ \ \ \ \ \ \ \ \ \ \ X I ST I NCS LAUNDRY ROOM/ \/\ N Q EXIST. 4" DIA STEEL NINE \ \ \ \ \ \ \ \ \ J o N\ � Nw PIPE COLUMN - TYPIG,4L -3A5MNT �' `�I N GLLAR / / // / o0\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ \\ \\ \\ \\ \\ \\ W JIx �\� </ EXIST. POURED CONC. WALL IX4 BASEBOARD W• a N o \// \//\// \/ F- \ \ \ \ \ \ \ \ \ \ \ VINYL FLOORING \\ \\ \\ \\ \\ \\ EXIST. GONG. SLAB ON EXIST. CONG. SLAB i // cl) N \//\ , , i , , . . t ., y \ > ,. ,. \ .\ , / x , ,t x 'x / y r x ✓ w ., r r , .t ,\ \ / <. / n .' . , r / n T �( } is >'X \ X ! X / x / / , ,/\, ,/ / \// \/ \/\ \/ \ \ / \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�\/\ / / / / / \/)/, I'aR � .017 PROJE NO.: 1902 DRAWN BY: NS BU LD G 3 C 0 SCALE: 3/8" = 1 -Ove CHECKED BY: NS LEGEND DATE: SEPT. 10, 2019 W\/// \ //; SCALE: 318" = 1'-0" EXISTING STRUCTURE X > SHEET TITLE.. ALTERNATE #2 - NEW WOOD SHINGLE ROOF ALTERNATE #3 - NEW WOOD SHINGLE SIDING BUILDING SECTION "Awl SHEET NO: r BID AND PERMIT SET I" SPRAY FOAM INSUL— W/R-30 BATT INSUL 2X10 RAFTERS o I6" OG NEW ASPHALT 5HN&LE ROOF — DUCT 1^IDRK - --- — ON ICE d WATER SHEILD ON 3/4" NEW 2-I6 LVL W/ PLYWOOD SHEATHIN6 1-5/4" STL PL _ IX6 RAKE BD W/ IX2 TRIM RIDGE BEAM SEE SPECIFICATIONS L16HT EXIST. 2XIO RAFTERS I" SPRAY FOAM INSUL LUN 3 I/2" SPRAY FOAM INSUL WAR-30 BATT INSUL 2x/ STUD WALL W/ O rNEA ASPHALT SHIN6LE ROOF f BEAD BD SOFFIT 2-2X10 x ON NEW 30# ROOFING FELT O '' I X WD TRIM— ON EXIST. SHEATHING 2-11 7/8" LVL H - - 12 NEW FIXED WINDOW - AT Lu uj ...... i W/5/4X 4 PVC, TRI --- - -- ! VERIFY OORMPITER, cl -- -- ---- z _ ;_._.____.__...__..._.-- - 1/2 LVL TOPO� PLANE - -_.._.._._.__..______ r...._.---_....._.- ._.._.._..._...._._._._._._ - ----- - - - - ------- - -- - ---- --- / M 2-7 I/4" LVL H REMOVE EXIST. GJ 06 "SHIPLAPPED" PANELING _ UJ NEW IX6 FASCIA W/ VERIFY HDR SIZE ON 1/2" GYP BD WITH 2-7 1/4" LVL MIN. NEW ALUMINUM GUTTER �A 3: NEW FIXED PICTURE WINDO BATTENS - SEE SHT li 6 NEW SOFFIT Cn W/5/4X 4 PVC, TRIM MASTER HALL CASEMENT WINDOWS O EXIST. 2X4 STUD WALL TO BEDROOM � ILT-IN'BOOKCASE W/5/4X 4 PVC, TRIM ' REMAIN W/4' 5PRAY FOAM NEW ASPHALT SHINGLE `p INSULATION (R-IQ MIND ROOF ON 30# ROOFING FELT 36" H RAILING 2-11 7/8" LVL EXIST. 2X8 RAFTERS NEW ASPHALT SHING 4 SHEATHING TO REMAIN ROOF ON 30# ROOFING FEL EXIST. SUBFL TO REMAIN -- IST. SUBFL TO REMAIN 12 EXIST 2X8 RA W/NEW I/2" 5OUNDBOARD '� , ;� W/NEW I/2" 50UNDBOARD I I � �"Er;, O 4 SHEATHING TO REMAIN 4 NEW CARPET BY OWNER jl NEW WOOD FIN. FLOOR REMOVE EX15T r.' 6 yyAl-L I �� W SECOND i! W 0! ° SPRAY_FOAM - ._ _ . ..-- _ _ —J ! NEW I/2 GYP B FLOOR TOP OF SUBFL INSULATION -3 M 12 / \ (P.-SO I 1 EXIST LY'L __.. ✓� / 7 SOLID 5 I - - --- --- -- -- -- ��; /;\ ,\� u ,' \,` �" ' XT/�' �`i,� NEW 2-14"LVL W/I-5/8" I J EX15T. CEILING �' . . t. \ . FJ REMOVE EXIST NEW WI&X57 STL BM CASED �- STUD WALL NEW (NON-STRUG IN IX FIR (STAINED TO BEAM CA IN IX FIR NEW 3/4 PVC, BEAD BD MATCH DEPTH 4 HT OF MATCH FJ.) I I j NEW. IX6 FASCIA W/ PANEL'6 W/BATTENS ® GL6. EXIST. 2X6 FJ 0 20 OG ADJ. BEAM TO REMAIN EXP05M 1/2" GYP BDNEN ALUMINUM NEW SOFFIT GUTTER EXYV/NEW BEAM PVGIRME'MAIN PERIMETER WALLS EXIST. 2X4 STUD WALL NEW 2-411/4" LVL A/1-5/8"x �,pL BEYOND—� I I YWNEW 4 SPRAY FOAM ,� ,� I ENTRY v 5TL PL BOT FLUSH W/ 3 I/2 SPRAY FOA I EXIST. SHINGLES TO REMAIN p EXIST. O.J.- SEE FL PLAN W SLIDING GL +-I Y I��/ (�( I INSULATION `: PATCH A5 REQUIRED. PORCH DOORS IST. POST TO REMAIN NEW GABLE RAILING- W/ NEW IX PVC TRIM EXIST. WooD FLooR I ...... ..............._ TYPICAL ® ALL POSTS To MAIN <: I I NOTE: AT EXIST. PORCH EXIST. 2X8 FJ ® 20" 'OG EXIST. DECKING 4 DECK EXIST. BATT INSUL To REMAIN j I �i SEE SHEET #2 FOR ADD. J015T5 TO REMAIN I _ INFORMATION RE: NEW :. ENTRY PORCH PORCH EXIST. DECKING , . x I �– —— ——— ca Z ., �u,✓./ k r'/, \ ` �/ `? ` j., x u /'/� > y / u / \' ilk\ I L — r\ i EXI57. GRADE +!S %1 I R MO EXIST. FJ. _.._..__.... ._ � -� �• o � � \\ EXIST. \STBEAMTYPIGAL r W .�• Z W• w II \\\ ago k 2 W• w x \\\\\\\\\\ EXIST. 4 DIA STEEL BASEMENT \ PIPE COLUMN - TYPICAL \ \ \ \\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ NEW 2x4 STUD WALL I \\ \\ \/ W/ 1/2" GYP BD 4 R-15 \/ \\\\\\\\\\\\\\\\\\\\\\\ EXIST. POURED CONC. WALL INSULATION I EXIST. GONG. SLAB /\ r t..K t x \ - I/ n x i Y K t. r x x x x X X i >. x \\\\\\\\\\\\\\\\\\ ILLY Xy / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Nw\ \ �/o� i / / \ \ \ \ _ // / \// // n1To� - G� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ Ar \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ PROJ NO.: 1902 DRAWN BY: NS CHECKED BY: NS DATE: SEPT. 10, 2019 BU ®® SCALE: 3/8" = 1'-0"LD NG S- ""� C7 0N,, "' B SCALE: 3811 = 1 -®WN SHEET TITLE: LEGEND BUILDING EXISTING STRUCTURE . SECTION \ B ALTERNATE #2 - NEW WOOD SHINGLE ROOF ALTERNATE #3 - NEW WOOD SHINGLE SIDING SHEET NO: BID AND PERMIT SET EXIST. RIDGE I" SPRAY FOAM IN51JL NVR-50 BATT INSUL 2X10 RAFTERS 016" OG R-la BATT INSUL (SOUND) NEA ASPHALT SHNSLE ROOF 12 NEW 2X8 GJ 0 16" OG ON ICE a WATER SHEILD ON 5/4" PLYSTT I GWOOD SHEATHIN6 5+/ �' Q TOP OF PLATE BOT. OF GJ RED"T 14" ' ALUMINUM GUTTER _ IX6 PVC FASCIA W1 /2" 6•r BD 0 ALL - -- - __ --NEYV ASPHALT SHINGLE , BEAD BD SOFFIT WALLS d GL6 �� �f 1 ROOF ON 50# ROOFING FELT NEALLJ_ OYE OWS EXIST. RAFTERS �I li - -= EXIST. 2XIO RAFTERS W/5/4PVG TRIM0 EXIST. DORMERTEMPEREV i t P SPRAY FOAM NSU NEA 1X14 CASING TYPICAL I INSUL ® ALL DR5 4 WINDOWS i ;� ........................... -� ,, W/R-30 BATT INSUL _ EXIST. 2X4 STUD WALL TO REM 06 B1 MASTER G: O5 W ATHROOM NF..W ASPHALT 5HIN6LE 4' 5PRAY FOAM # I— BAT�Ifi�'.00M ROOF ON 50# ROOFING FELT INSULATION (R-14 MIN) - *y -- -- - - SEE SHEET #13 FOR ATTIC G �c sT EXIST. 2X6 RAFTERS EXIST. &UBFL TO REMAIN I 5 I/2" BATT IN5U1. ADDITIONAL INFO WMEW#iLE FL ON 1 MUD TYPICAL ® ALL BATHRM SHEATHING TO REMAIN --__ _._.._. >, BASE EXIST. SMFL TO REMAIN EXIST. PLYWD TO f �_ :_ SECOND 6" SPRAY FOAM - WALLS BASE TILE FL ON I" MUD REMAIN SECOND FLOOR TOP OF 5UB7=L _ _- - TOP OF SUBI=L FLOOR L S6 mus T X., LID BL y` \ TOP OF PLATE O �y%; NEW R-la BATT INSUL 3-7 1/4"�L1/L W/ W EX 15T. OEII L I N 2-a I/2 LVL HDR (SOUND) FLUSH 7 5TL I'L y} I/2 GYP BD ALL --------------------- uj UA w - _-- I/2" GYP $D ® ALL _ _........_.. --------------- / WALLS GL- ---------...._........._........... ---- - ' d NEW IX6 FASCIA W/ - - ... WALLS 4 GL6 IJEYN ALUMINUM GUTTER LNEW 3/4 PVG BE BD 1,... NEW 1X6 FASCIA YV/ PANEL 6 KSATTENS 0 01-6. i NEW SOFFIT NEN ALUMINUM GUTTER EXIST. BEAM TO REMAIN _.- 4 NEW SOFFIT W/NEW IX PVC TRIM III 1NFACA5EMENT WINDOW W/ 1 - B � NEW CASEMENT WINDO M # NEW 5/4X4 TRIM W/5/4X4 PVC, TRIM K I TGHEN fi'ORGH BATHRM #1 XIST. POST TO REMAIN SEE SHEET #13 FOR 1 W/ NEW IX PVC, TRIM 5 1/2" BATT INSUL ADDITIONAL INFO EXIST. 2X4 STUD WALL NEW GABLE RAILIN TYPICAL 0 ALL BATHRM AT EXIST. PORCH WALLS TYPICAL 0 ALL P05r5 EXIST. WOOD FLOOR r0 REMAIN -- ------..._..__._..------._---------------...___..._. KI 411 SPRAY FOAM ,,< EXIST. 2X6 FJ 0 20" OG EXIST. 5HIN&LE5 TO REMAIN J�15TT5 OGKRENM6AINDECK EXIST. BATT INSUL TO REMAIN EXIST. WOOD FLOOR EXIST. SUBFL TO REMAIN PATCH A5 REQUIRED. • YVNM BASE TILE FL ON I" MUD TO REMAIN TOP OF SUBEL j FIRST _ �, ' ,x ;✓,',�\;x ���\` ,X:; / Xi � \� k ' � � x v� ' X \ � FLOOR EXIST. DEKIN '/��PORCH y i EXIST. 5HE,4THIN6 TO REMAIN _ EX15T. 6R.ADE \ \\ \\ \\ \\ \\ \\ \� �\ \\ \\ \\ \\ \\ \ \ EXIST. W X26 / � Z STEEL BEAM // //M - TYPICAL co Q• � o EX I ST I NG / / / /� / / / EXIST. 4 DIA STEEL a /� / / / / / / / / / ", o ° \\/\\ ; \\/\\/\\/\\/\\/\\/\\/ ;\ PIPE COLUMN - TYPICAL BASEMENT \/\/\/\/\/\/\/\/\/ W -�• W i \/ \�\ \/\\/\\/\\/ W \\\\\\\\\\\\\\\\\\\ W• N = v \ EXIST. POURED GONG. WALL EXIST. GONG. SLAB N N. x x x r v , . x x " . >' x � .Y'/ \:�/\'�S77F77 X// \\\\\\\/\\\\\\\\\\\/\\/\\\\\\\\\\\/\\\\\\\\\\\/\\\\ ���\ \\/\�\\\\\\\\\i\\i\\i\\����\�,� /\\i\\i\\i\\i\\i\\i \ /\ /\ /\ \ 01�4531 G� PROJ7fT NO.: 1902 ® ®® DRAWN BY: NS C 10 N. BU LD Hm, G S " SCALE: 3/8" = 1 -O" CHECKED BY: DATE: SEPT. 10, 2019 LEGEND SCALE: 318" = 1'-0" EXISTING STRUCTURE SHEET TITLE: ALTERNATE #2 - NEW WOOD SHINGLE ROOF BUILDING UILDIN ALTERNATE #3 - NEW WOOD SHINGLE SIDING SECTION VIC1. SHEET NO: BID AND PERMIT SET I" SPRAY FOAM INSUL �=EXIST. CHIMNEY W/R-50 BATT INSUL 5-15/4" X II" LVL 2X10 RAFTERS 016" OG RIDGE BM NEW ASPHALT SHN61 E ROOF 12 PROOF BEYOND ON ICE 4 WATER 5HEILD ON 5/4" FIELD VERIFY PLYWOOD SHEATHING PITCH 8 IX6 PVC RAKE W/IX2 TRIM NEW 2X4 WALL AT NEW DORMER ATT I G W/3 1/2" SPRAY FOAM INSUL �I/2" GYP BD GL6� BSHIPLAPPED PANELING O A 1/TT2t'NS YP BD SHT� 3 -II 't/8" LVL >. TOP OF PLATE O .®. -IQ BATT INSUL (SOUND) i LIJ 2X6 GJ ® I6" OG .. _- ___li 1 X4 GA51N6 TYP. MASTER u! I/2" GYP B NEW CASEMENT WINDOW A 1 c W/NEW 5/4X4 TRIM BATHROOM M�STEi� CASEMENT WINDOW SEE SHEET 12 FOR ( jO W/NEW 5/4 TRIM o # BEDROOM j j06 cn ADDITIONAL INFO \ (/2" W.R. GYP BD j II 3 i/2" BATT INSUL j AT ALL WALL5 4 GL6 TYPICAL a ALL BEDROOMHALLS,_.. l WALL ( - - --I j _-- _ ----- --......_........ -- -- I : i EXIST. 5U5FL TO REMAIN EXIST. 5J5FL TO REMAIN I; W/NEW 1/2" SOUNDBOARD I, " 1ST. 2X4 WALL YV BASE LE FL ON I MUD 4 NEW CARPET BY OWNER - 4" SPRAY FOAM INSUL SECOND � - ! ! � ---- - ! I/2 GYP BD t� FLOORTOP OF 5UBFL li j TOP OF PLATE &A 6 WA ® J NEW I/2" GYP BD CEILING LVL HDR -- LLQ _ EXI5T. 2X8 FJ ® 20" OG W EXIST. 2X4 WALL W/ 5-11 7/8 1-Y�-- N/ TO REMAIN EXP05ED 2- 1/2 5TL PL - -------- - 2`-0" 4 SPRAY FOAM I NSUL " I/2 GYP BD h j EXIST. FIREPLACE Q EXIST. 5HINGLES TO REMAIN TO REMAIN SEE SHT#10 j J PATCH A5 REOUIRED. K I TGHEN I ; _ ' CABINETRY BY OWNERE-IX4 GA51N6 TYP. ! NEW SLIDING 6L DOOR ............... _. EXIST. WOOD FLOOR TO REMAIN L I (!NG/D I N I NG AREA EXIST. 2X6 FJ ® 20N OG NEW STONE TERRACE EXIST. BATT INSUL TO REMAIN—\\ ji EXIST. WOOD FLOOR _....._..-.____. _ ON 4" REINFORCED ! TO REMAIN FIRST FLOOR P O EX15T GONG SLAB w EXIST. GRADE' > ca z \// EXIST. W 12X26 \ co Q• o STEEL BEAM - TYPICAL \/\\/\\\\\/\\/ -::` \m \\/ J �• o EXIST. 5' X I ST I NCLMN PIAL \ \/ W J EASEMENT ` = a EXIST. POURED GONG. WALL EXIST. GONG. SLAB / / / / / / \ //\//\\/ / 01 o PROJ NO.: 1902 Ll DRAWN BY: NS bmm E "I 131, Li I D N 5 c 0 H D �� ��SCALE: 3/8 = 1 -0 CHECKED BY: NS DATE: LEGEND SEPT. 10, 2019 SCALE: SHEET TITLE; 1'-0" EXISTING STRUCTURE \r . ALTERNATE #2 - NEW WOOD SHINGLE ROOF ALTERNATE #3 - NEW WOOD SHINGLE SIDING BUILDING SECTION "Dvv SHEET NO: BID AND PERMIT SET TO WALKWAY TLI&HTING r- - -- -- -- - - - - ---- -� I DN I I I I I ENTRY j PORCH 1\ I I DOOR \ \ w - - - - - ----- -- - -- - - -- -- - - - - - - -- - -- -- - -- --- - - - -� per„ SGONOES - ONE I '� L J/ \LTJ I i ROOF BELOW of BBUUNK BEEDDs \ I O s - ENTRY � / i _�— - - - -- ---- ���\ � MEDIA ROOM Q OPEN TO OPEN TO I I —— / ��R I - LTJ BELOW I \ ® .� Z i BEDROOM #2 I I I I LJ BEDROOM #1 N\ I I PAM y N 3 UNDERSHELF LkSHT'6 \ I I \\qawL ki \ COORDINATE W/CAB. W cn R�j ATTI G \ i /, I 5/D T\/ 3: LU\ f -BATHRM #1 E 71 H #2 I � / I D/Ot1TLLT5 � r j J I I \ SKYLIGHTS / N — / \ I 10 _ — I I I , HA�65GAPE , TO POOL HOUSE RELOCATED EXISTS I I( ( ( w . . -- - w — CABINET — in I I I I n r- \\ \\\ __ W Lu W L HALL I\ I � THRM # Lu 6 N6 TYP. I _ ovEN �1 I ` j ��— -1 --- --- �/ m - ----_- --- /,�\ 10 J N--h r � j__ L / I \\ L11�ING/DINING AREA -I- -- ,4p ii /,r- WALK IN n LJ LJ LJ 1 KITCHEN To LANDSCAPE CLOSET ` _ - - — I0.1I21GLTIN6r�-I � KG,4 \\ LV�J L1J - - / r� __- - -- - - - -- -- -- -- - -- ------- -- - - -- F / J - -/--- ---- -- -- -- - -- -- -- ------- --- ,I � I I II .� `� 'r FLOOR OUTLETS VERIFY EXACT LU I&HTIINN& -ILOCATION / MASTER J BEDROOM #5 - - -- --- - - - -- ----- -- - - - - - -- - -- - - - - - -- ------- - -- -- ---- - - --- MA5TER \\ \ I 1 / I j I ( cn i � \ � / \ ( I i I -I ter. .I� rL J �-`+s! ( UNDERGABINET ' L'''J L`�'J / T \ I LI&HTM - TYP. II I I / \ J M. ° DW I o RI I / WP �� o ° / PROVIDE ELEGTRIG / I W 'J• ? / OUTLETS AT RECE55ED 113 LiW ui / i „ MEDICINE CABINETS f`. a o yip A. 5EE INT. ELEVATIONS LTJ W• N F I EF co M. - - - I I I ROOD BELOW - I A G L- -- - - - - - - - - - - - - - --------- - - - --- -- -- - -- ----- -- -- - --- -- J �C L = I "R'ES'"I" F L 0 uo"* 0 uw% mm E L E C T I C 'Am N tooUffl' 'm I- LUUM r. Ltk;TrK V AIMC.4�17053- SCALE:1/4"=1"-0" ELECTRICAL LEGEND SCALE:1/4"=1"-0"ASEII ��. DUPLEX REGEPTAGLE OUTLET PROJECT NO: 1902 QD 220\/ REGEPTAGLE OUTLET DRAWN BY: gy4P WATER PROOF REGEPTAGLE OUTLET CHECKED BY:NS Qc'r_' GROUND FAULT INTERRUPTOR OUTLET NS DATE: HIGH HAT FIXTURE SEPT. 10, 2019 SURFACE MOUNTED CEILING FIXTURE SCALE: SURFACE MOUNTED WALL FIXTURE 114 IV = 1'-0" SWITCH SHEET TITLE: PH TELEPHONE FIRST TELEVISION SECOND C O � D5/ GM CARBON MONOXIDE DETECTOR ELECTRIC EF EXHAUST FAN PLANS FI—NT-1 HARDWIRED INTERNET CONNECTIONI 11L SHEET NO: 777 EXTERIOR WALL MOUNTED FLOOD LIGHT OQO FAN NOTE: ALL NEW SURFACE MOUNTED F I XTURE5 $ H 1 GH HAT5 TO HAVE D I MMER5 BID AND PERMIT SET