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HomeMy WebLinkAbout43132-Z FFOjI(�oG; Town of Southold 1/31/2021 P.O.Box 1179 0 o ! 53095 Main Rd �.�g► o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41802 Date: 1/31/2021 THIS CERTIFIES that the building POOL HOUSE Location of Property: 605 Soundview Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 94.-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2018 pursuant to which Building Permit No. 43132 dated 10/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory non-habitable non-sleeping_pool house with storage above and half bath as applied for. The certificate is issued to McLeod,Kevin&Cheung, Chun of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0016 11/21/2019 ELECTRICAL CERTIFICATE NO. 43132 2/26/2020 PLUMBERS CERTIFICATION DATED 11/11/2020 /7 (—)Bra#iiecuch A o ' S gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43132 Date: 10/15/2018 Permission is hereby granted to: McLeod, Kevin 120 E 90th St Apt 6C New York, NY 10128 To: construct accessory pool house as applied for. At premises located at: 605 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-4 Pursuant to application dated 9/6/2018 and approved by the Building Inspector. To expire on 4/15/2020. Fees: ACCESSORY $376.80 CO -ACCESSORY BUILDING $50.00 Total: $426.80 Bu ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. ev New Construction: Old or Pre-existing Building: (check one) Location of Property: � �(,yN�UI�i►^� � ,M��TUCw House No. ^ I 9Street Hamlet Owner or Owners ofProperty: Suffolk County Tax Map No 1000,Section Block O Lot o Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: I/ (ch ck me) Fee Submitted:$ Applicant Si ture l sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 ss` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Kevin McLeod Address: 605 Soundview Ave city,Mattituck st: NY zip: 11952 Building Permit#• 43132 Section: 94 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 21 Ceiling Fixtures 9 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 21 4'LED Exit Fixtures Pump 2 Other Equipment: 42 Circuit Panel Notes, Pool House Wiring Inspector Signature: .�- Date: February 26, 2020 S Devlin-Cert Electrical Compliance Form.xls ��°so Town Hall Annex Telephone(631)765-1802 54375 Main Road, Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'INN V BUILDING DUARTUIENT TOWN OF SDLP HOLD DEC 2020 1-�-/ C-EA T-1 F I C.A TION Building Permit No, y3)322 2 Owner; Je,nV + kfv;n f Memo print) Plumb":,- 6W-- Llecuc-&-- 1-------11--- - --- (Ploaso print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead, umbers Signature) Sworn to before me- this day of_ Notary Public,&** �L—Counly SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,202 W DE50UlyO # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN P [ UNDATION 1ST (�f�%l�ll/�•[ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: 1 1 SvA �s Priovl 41.% DATE INSPECTOR OF SOGI'fO * # TOWN OF SOUTHOLD-BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] Fe6NDATION 2ND [ ] INSULATION [ 'FRAMING /STRAPPING _ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: 1 DATE / INSPECTOR * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] JKOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l hA. 1 - Q, DATE ql INSPECTOR soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CA, C DATE 3 INSPECTORV' ` OE SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 CPA'- f • ` Row,� DATE 10 INSPECTOR OF so ,moo o� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoorm,a�` 765-1802 INSPECTION[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] =1 ULA pN/CAULKING [ ] FRAMING /STRAPPING [ FINAL [(��—� [ ] FIREPLACE& CHIMNEY [ ]. FIRE SA CTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE�`RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:na '�ZIMAA�V` I�o I�—• " K 5E tw o✓t P� . d —AL, CR - V14 4 two 1r DATE INSPECTOR pF SOUTyO� ,;5 113 Z A -I) V jgAV I+Vg, * # TOWN OF SOUTHOLD BUILDING DEPT. �ycnurm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) %g1, [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Al LQeL���� 1 «- - DATE ?,o INSPECTOR Of SOGTyo� LA 03 1 2 Go57 Ave f TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 1 NSPECTION [ ] FOUNDATION 1ST -[ ]'-ROUGH PLBG. [ ] FOUNDATION 2ND [­I -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]` FIRE SAFETY INSPECTION [ - ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)ep001� [ ] CODE VIOLATION ] PRE C/O REMARKS: . -rIVA-L � r�tc -tom- 4 A/SPUfrj&A/ — DATE T, INSPECTOR- i %f so yo6 # # TOWN OF SOUTHOLD BUILDING DEPT. `y�iufm ' 765-1602 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL le, -' Poe, Se'- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &oik OvKb)KAVI r4DATE r1 6 VO INSPECTOR Ii MARK SCHWARTZ &ASSOCIATES 28495 Nlam Road•PO Bo\ 933•Curchoguc. \1• 11933 ----•--� -- � 631:73-4.#T8��':��,��u.ill ke:Trihircc•t':c,om January 28,2021 ] JAN 2 8 2021 -1/f • -_ rz•-T - rs�7--, Southold Town Building Department D 54375 Main Road Southold,New York 11971 Re: McLeod Pool House 605 Soundview Avenue Mattituck,New York To whom it may concern, I have been on site during construction to review work for the aforementioned project. The rough plumbing,to the best of my knowledge,has been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, ' ` Q e OF N Mark Schwartz . A c FOUNDATION (IST) 'FOUNDATION(2ND) ROUGH FRAMING& PLUMBING ENERGYINSULATION STATE . , OFA lidMir-39 o pn i j•'� i ---ADDITIONAL • i AANAW /if EMT, row, FAJ =a�/Y�I 1kit TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. s Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: WKK Approved 1bh5 ,20 Mail to: 6!--TZ, Disapproved a/c _ Phone: �3 Expiration_ 20,9b D �UVC Bu spector 6 2010 APPLICATION FOR BUILDING PERMIT _ Date , 20 BUMDUMG,DEPT. INSTRUCTIONS Te- 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,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architect, a ineer, general contractor, electrician, plumber or builder Name of owner of premisesdcjfEwl4� &Leoo (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. Lo905 ion of land on which proposed work will_be done: 50UNYJV IL2 - House Number Street J Hamlet County Tax Map No. 1000 Section Block Lot (� _ ISubdivision Filed Map No. Lot --- 2. State existing use and occupancy of premises Rd intended use and occupancy of proposed construction: a. Existing use and occupancy 71 (� S b. Intended use and occupancy L5 O �� L do l_0� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, co=qcjal or o�ccTcy, specify nature and extent of each type of use. 5 mi jv 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height N mber of Stbriesc i r 8. Dimensions of entire new cons t�ru�n: Pront Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YESN/_ NO Will excess fill be removed from premises? YESX NO 14. Names of Owner of premises Address Phone No. � Name of Architect vv- Z�, Address Phone No f Z Name of Contractor Address Phone No.0 L2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOK * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ,Q being duly sworn, deposes and sa �s)he is the applicant (Name of individual si nm contract above named a of No CH � g g ) � Notary Public,State of New York No.0113U6185050 (S)He is the J an Qualified in Suffolk C®un (Co•tractor,hgent, Corporate Officer, etc.) APIr8s April 14,2.____ 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 wi H be performed in the manner set forth in the application filed therewith. eS orn o before me thi (� —day o � 201, Al - �&� Notary Public Signature of Applicant ` I •'•0111•'lllj"•. ••0011'tij/.3•. - '•\011•flij•'• - - "•�1'1•lit%••. _ � •'•1111 'il•j••. - '•111•111•x•. ' '•iiil•'111•••• _ =�, //nyi'�'w�.`w`�.y„`,. /�/..a_� IGG.V+ - ., 6"'•�\ /3✓'—J�"� /�6.Wuu.'..w� �i�%i: = i�1 � -.+two� � �.i ���� = ,��a�' �9 '�]� i�n,�'d P��'�` ,li��\.✓' I= 4��� .'J,� .Y' — '�,,' � ,,���, / - '(<�' n, ,n•nr„nrn,.. �rr,n,,y rmn,Y.•„ver mn,n» .pnnvn,•n].wugm..,,rr�w.rm,g•yw:?�”T27rs.nnrppnr..nvn]o..F.nnruny..um.up,,.rr.,ynrr.,n]vc•.a,.av nyo.q<emr,n��.gn,.,rcy.�rv�.un.mrng,y a., �l ,ice Y JVm arc•• y _ t]�,',10�� ��fill• - BOARD OF SOUTHOLD TOWN TRUSTEES = rE SOUTHOLD,NEW YORK r':1 -tet;l � � ti�i?• `�. . 5h PERMIT NO.9434 DATE: APRIL 17,2019 q ISSUED TO: KEVIN S.McLEOD & CHUN Y. CHEUNG a ,f PROPERTY ADDRESS: 605 SOUNDVIEW AVENUE,MATTITUCK / rs SCTM# 1000-94-1-4 '•, AUTHORIZATION Hyl y 1'I•�3 _ ' Pursuant to the provisions of Chapter 215 of the Town Code of the Town of Southold and in a accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 17,2019, and in e� '.4 consideration of application fee in the sum of$250.00 paid by Kevin S. McLeod & Chun Y. Cheung and 1 'd' subject to the Terns and Conditions as stated in the Resolution, the Southold Town Board of Trustees , �l•1' authorizes and permits the following: '"•�'`' E Wetland Permit to remove existing sunroom and shed; construct a 10.4'x24.8' (258sq.ft.)new sunroom with full foundation,and access staircase; extend existing 175.5sq.ft.deck an a ds•,.E additional 10.61x13.0' (137.8sq.ft.); construct new 11.31x18.5' and 4.3'x10.6' (254.58 total sq.ft.) n , lower deck; replace lattice overhang over garage with new 3'x26' (78sq.ft.) attached roof € T overhang; construct 2nd level 4'x17' (68sq.ft.) balcony on seaward side of building; install a proposed 20'x20' (400sq.ft.) new on-grade stone patio addition adjacent to existing 410sq.ft.on- radepatio; and as depicted on the site lar prepared by Mark Schwartz&Associates dated = March 26,2019,and stamped approved on April 17,2019. - K IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 17`h day of April,2019. 19 FF01A, RK 3;'1 coo � r ..•011° I I 111j•• iir _ - "n•>O�tvxmuNry�`ivia. vu7v.••a •.4� .�. +i a3JiL��'G,vJ.•%x,•�•av uv4^K1vaa,w w,Lu,uv.ulr,2vaa3avurv.,,rRn,Sv1iR\aa.vPr.w,r avv4±w]uuvvr,vavi«u•rvir..�.,]i4i:i,A..uwiwYV.»i '; `:� � _ ]r _ ;�_ti,R. =5.y„�� �`J =r3 — `Ij„� 'r"�•� °�:'- _ `ter'=' i ���J -,:��_ `�-a �� �, l-✓� ,��• l^^"�/ '' . m.�~` � ter '• �:/II11 ::��:::•nf r„�.eP''I•.•� .�•..�••";tm•r.n•;•,.. .i:��:: :1;:ii3' - •':'Oi:�.�:•�ii::-'^^^s... :::i�i i:i::::• •''Oiii:•::::p'' _ ••%�•::�••;:��' Glenn Goldsmith,President �Q�SDUTy Town Hall Annex 0 Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III J�[ Southold,New York 11971 A.Nicholas Krupski N G @ Telephone(631)765-1892 Greg Williams �� �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTH-OLD August 21, 2020 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: KEVIN S. Mc-LEOD &CHUN Y. CHEUNG = 605 SOUNDVIEW DRIVE, MATTITUCK SCTM#: 1:000-94-1-4 - Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday,August=19,-2020..., RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9434 for the as-built 100' of 6' high stockade fencing which commences at the top of the bluff and continues landward; and as depicted on the site plan prepared by Mark Schwartz&Associates, dated June 30, 2020, and stamped approved on August 19, 2020. Any other activity within.100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. i erel*dsmith Glenn G President, Board of Trustees GG/dd 1 Glenn Goldsmith,President Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York- 11971 A.Nicholas Krupski Telephone(631)765-1892 -- 6q Greg Williams Fax"(63 _'765: BOARD OF TOWN TRUSTEES NOV 2 0 2020 TOWN OF'SOUTHOLD E�'I i 70 1 3 1,1111 G I Y F4 11-U,T TGI�V"N CERTIFICATE OF COMPLIANCE 1744C Date:,August 19, 2020 THIS CERTIFIES that,the removal of existing sunroom and shed,construct a 10,4'x24.8'J259s�.ftnew sunroom with full foundation and access staircase-,extend existing 175.5sq.ft.deck an additional 10.6'x13.0' (137.8sq.ft.);construct new 11.3'x18.5'and 4.3'x10.6'(254.58 total sq.ft.)lower deck-,replace lattice overhang over garage with new 3'x26'(78sg.ft.)attached roof overhang-,construct 2nd level 4'xl7'(68sg.ft.)balcony on'seaward side of building:install a proposed 20'x20' (400sq.ft.)new on-grade stone patio addition adjacent to existing 410sg.ft.on-grade patio,construct 238.2sq.ft.pergola to cover existing deck,construct 3'4"x15' counter with storage below on west side of existing deck-,construct 69.9sg.ft pergola to cover existing entrance landing and construct 140.6sg.ft.pergola extending over deck addition,as-built 100'of 6'high stockade fencing,which commences at the top of the bluff and continues landward, At 605 Soundview Avenue,Mattituck Suffolk County Tax Map#1000-94-1-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 28,2019 pursuant to which Trustees Wetland Permit#9434 Dated April 17,_2019,was issued and Amended on November 13.2019 and Amended again on August 19,2020 and conforms to all of the, requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing sunroom,and shed,construct 10.4'x24.8' (258sq.ft.)new sunroom with full foundation and access staircase•,extend existing 175.5sg.ft.deck an additional 10.6'x13.0'(137.8aft.)•,construct new 11.3'x18.5' and 4.3'x1 0.6'(254.58 total sg.ft.)lower deck-, replace lattice overhang over garage with new 3'x26'(78sg.ft.)attached roof overhang:construct 2nd level 4'x17' (68sg.ft.)balcony on seaward side of building•,install a proposed 20'x20' (400sg,ft.)new on-grade stone patio addition adjacent to existing 4 1 0sq.ft.on-grade patio•,construct 238.2sq.ft.pergola to cover existing deck,construct 3'4"x 15'counter with storage below on west side of existing deck;construct 69.9sq.ft pergola to cover existing entrance landing and construct 140.6sg.ft.pergola extending-over de' addition•,as-built 100'of 6'high stockade fencing which commences at the top of the bluff and continues landward. The certificate is issued to Kevin S.McLeod&Chun Y.Cheung owners of the aforesaid property. .0 Authorized Signature 10_ J Roman Stone Systems, LLC o�l N 85 South 4 St.Baa'Shore,NY 11706 HOMEOWNER 631'.667.0566 (I) w ,,v.romnstonesystems.com SERVICE LLCwainfo@romanstonesystems.com CONTRACT Subscriber Information System Information Date: 8/26/2019 RSS Quote#: 605Soundview-800 Installation Date: 5/14/2019 Name:Jenny McLeod System Model:Norweco Singulair TNT H2O 800 GPD Street: 120 East 90th Street Apt. 6C Installation Site: 605 Soundview Avenue City:New York State:NY Zip: 10128 City:Mattituck State: Zip: 11944 � NY Email:kmcleod605@gmail.com Phone: 917-715-1117 Payment Information Billing Frequency: $400 annually beginning 8/2022 Terms: 3 years Additional Information Effective Date: 8/26/2019 to 8/25/2022 Engineer: arlc K. Schwartz AIA Architect PLLC First(3)years of semi-annual service 8/26/2019 Address: O Box 933,Cutchob eNY 11935 through 8/25/2022 are included into the initial system Phone#:631-734-4185 purchase price with service provided by Roman Stone Systems,LLC. Client(Jenny McLeod)pays$400 annually Email:mksarchitect@optonline.net ----- -- beginning in year(2022)which will cover from 2022 to 2023. Now,therefore,in consideration of the terms,provision,covenants and conditions contained herein,the parties hereto agree as follows: 1.0 Maintenance 'Tasks Included In Contract: 1.1 Control Panel • Check Pump Operations (automatic+ manual) • Check and Record Pump Run Voltages • Check and record timer settings • Check correct operation of all audible and visual alarms • Return all controls to automatic&switch circuit breaks to "on" 1.2 Septic Tank • Record liquid level,scum and sludge measurements in the tank • Recommend pumping when solid accumulation= 50% • Listen for leaks (flow into tank when all known sources arc ofp.) • Inspect tank for structural damage • Check water tightness of tank and risers 1.3 Pumping System (Hydro-Kinetic Only) • Check junction box for water tightness JAN i 4 ?020 • Verify float operation • Remove and clean floats • Remove pump and filter and clean,note excessive biomat growth • Remove and clean pump vault as needed • Return everything back to original position and neatly wrap cords 7.4 Treatment Unit for Singulair system • Inspect for ponding and odors • Check aerator CFM clean&re-install • Inspect intake vent on aerator • Flush Bio-kinetic filter&re-install • Return to original position 1.5 Miscellaneous • Report overall operation and condition of the system to homeowner 1.6 DrainSeld (Bottomless or Shallow-Narrow) • Inspect for odor and ponding • Measure distal head pressure • Flush,snake,and clean laterals 2.0 Terms of Agreement This agreement shall be for the period of(3) years,from 8/26/2019 to 8/25/2022,unless otherwise terminated or canceled by either party as provided herein. 3.0 Charges These maintenance tasks will be performed for the fee of$400.00 per annum.This contract is renewable at die end of the one-year contract period. 3.1 All charges shall be due and payable within thirty(30) days of the date of the invoice. 4.0 Terminations and Cancellation 4.1 This agreement may be terminated or cancelled in the following circumstances: 4.1.1 Upon written notice by one party effective as of die effective date thereof if die other party is in default of any provision of this agreement and such default is not cured by tie defaulting party within fifteen(15) days after the effective date of said notice from the non-defaultingparty. 4.1.2 Upon failure of the customer to make any required fee payment per the conditions in this agreement. 5.0 Miscellaneous Provisions 5.1 This agreement is personal in nature and may not be delegated,assigned or transferred by either party without the prior written consent of the other party. 5.2 This agreement terminates and superseded all other agreement between die parties and constitutes the entire understanding between them. This agreement cannot be changed,modified,or varied except by written instrument duly executed by both parties,except that die service provider may increase charges for services without execution of a written instrument as provided in section 3.2 above Page:2 of 3 5.3 If this agreement is terminated or if customer fads to renew this contract, the service provider must notify regulatory authorities. 5.4 The laws of the State of New York shall govern this Agreement. 5.5 If any suit or action is filed by any party to enforce this agreement or otherwise with respect to the subject matter of this Agreement, the prevailing party shall be entitled to recover reasonable attorney fees incurred in a preparation or in prosecution or defense of such suit or action as fixed by the trial court,and if any appeal is taken from the decision of the trial court,reasonable attorney fees as fixed by the appellate court. Agreement: 1. Two service calls per year for plant and equipment maintenance. 2. Trouble call response within 3 business day. 3. Customer pays for parts. 4. Shipping charges apply to all factory exchanges. 5. This contract does not cover effluent sampling or required pumping. 6. Access to all tanks,risers and panels must be maintained.Please keep tree branches,bushes,plants and landscaping materials trimmed back. (A service call charge is applied for each visit to the site if you do not have a contract.) The undersigned agrees to the terms of this contract, and understands the maintenance that is required on this system. Homeowner Date ��6I�a4 �dQQ��rQ 8/26/2019 Service Provider Date Page:3 of 3 Scott A. Russell ° k STO)RMWA\T ER SUPERVISOR � MA\1�A.G1EMlENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 �r 530%-Main Road-SOUTHOLD,NEW YORK I:Lgn ti !� 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SKEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROXECT INVOLVE AN-Y OF THE FOLLOWING Yes No oCHM Au Tn^T "-n ❑ 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. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard, area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on E) -Map of any watercotse:. .OJJ�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 questiom above,STOP! Confide the Applicant sedion below voM ytwr Nance, SIV12ture, ConUd]nfMAUtin,Date a Cour#Ica NIAP N=baa Chapter 236 does not apply to ym pro;ed. H you answered YES to one or more of the above,please submit i*o copies of a S ormwaur management Control Plan and a completed Check List Form to the Bulldtng Pyartment with gots Btu'1diM Penrmt Appn=Uon. APPUCANT: (Propmy owerr esssotul peer Coruractor.otned S.C.T.M. ': 000 Date z 9m1 04 h0 a ' � Btoec � 7J * '7 FOR BUILDING DEPARTMENT USE ONLY x Ca^esn Infwmatton �;� - Reviewed By: Date: Property Address/Location o1'construct ton Work. — — — — — — — — — — — — — — — — — o U�UI U G Approved for procehstng Building Permit. /� y ❑ Stormwater Management Control Plan Not Required. v ❑ Stormwater MarmSernent Control Plan is Required Worward to Engintering Dcpariment for RevtewS FORM G SN40-TOS MAY 2014 +T / r1 UILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD , Z'ATown Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971=0959 o� kV `TeL9phone (631) 765-1802 - FAX (631) 765-9502 S roger.richert(a_town.southold.n .us qo APPLICATION FOR ELECTRICAL INSPECTION REQUESTED-BY: - - - -- - - - Date, a �9 - Company Name: �'o Name: License No.: email: Gs:'/6q1 D L Cry+ Address: Q J _ Sou -t-Loe> Phone No.: JOB SITE INFORMATION: (All Information Required) Name: e �a'� Address: �D,S So lil V t Li /14-4 1-17T-OL/L 119,f';', Cross Street: Phone No.: Bldg.Permit#: _ I �, email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ToDL_ Circle All That Apply: Is job ready for inspection?: YES / NO Rough 1 Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Qr Request for Inspection FormAs PERMIT# Address: Switches Outlets X 41 + GFI's ,s Surface Sconces H H'spr I - U C Lis- " _. . `v (`/IA� I' Fans _ -Fridge ...... . Y `.. „ ",,,. .... HW Exhaust 1` r Overi= Smokes 1 I . {V_ _ -DW . .__ L . s>_ .Service Carbon 'Micro _ _ _... GeneratorL ,Co"mbo _ `,' ;£ Cooktop FF Jr:'zT_ransfer. AAC _ AH, =x_ Mini 7sr . ::;.:. ; •,- 21 S1 � Cd`"l�y� 1, Il�c ` W' '° 9 �) j :•�• pecial: 4 Comments OT AdL - - .t�,. ' ��`:�„ -\ .1� t Y -� Y ��.�-lr`k'r?i l,.''54+1• , . i r{�\t*`, a � fi 11;�sat'EOLfr�P� Town Hall Annex .A � Telephone(631-1802 54375 Main Road `-� Fax(631)734-9502 W P.O.Box 1179 co Southold, NY 11971-0959 v- P�Q _�•a��� , BUILDING DOPAWTMENT NOTICE OF. UTILIZATION.OF-TiZUSS�P.E C�ISTRLy-T- ON-, PRE-EI\IG VEERED WOOD CONSTRUCTION AND7.011-TIMBER COMSTRUCTIOIV ®ate: ® d - Owner._ "X .� Location of Pro e -^Q - Please take notice that the(clierik ap r+ W..Hne): -<s New residential :tx a - 'A` =' poo�' isr re$ldential stroMweAddition to ex , Rehabilitation to ar�,r xistirtg.residential str ck e _ � :. yY to be constructed or performed at thin bttt ;`Pef lice above wip utilize : (check applicable line): ars ... ,:. r Truss type constntctien-( ` 4, `Y. Pre-engineered �VQW'P t Timber construction �.. in the foil 'rig location(s)-(check applicable line): Floor farntng, inclisdinJgblJ&w'*a d. ups ", -_ Rovf-frairi�ir�g{R)°--: - :-_+• - .- - _ =-_.: - • -� - - - - - Floor wd ro fl "irig (F N Signature: Name (per--or:.subrniit in_q thip-forrn�: Capacity(check applicable lute}- Owner Owner representative TrussResRegl5.docx Effective 1112015 Bunch, Connie From: Jenny McLeod <kmc1eod605@gmai1.com> Sent: Monday, November 23, 2020 10:21 AM To: Bunch, Connie Subject: 605 Sounview Ave Mattituck Attachments: TrusteeCertCompliance.pdf Dear Connie, It was nice talking to you this morning. Attached please find a copy of the Certificate of Compliance from Southold Board of Trustees. Thanks, Jenny&Kevin McLeod ATTENTION:This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. Sent from my iPhone 1 I vNQ SURVEY OF PROPERTY A T MA TTITUCK p�NQ �oo� TOWN OF SOUTHOLD N ONG ,�� u N SUFFOLK COUNTY, N. Y. �E N 1000-94-01-04 ,rp9"gyp N� SCALE l t 30' N6 JUNE 19, 2018 oY Nov. 19, 2018 (Poo/house Fndtn. Location) ,2 i i Q.' _554 56 ---_560 64 -60 ,,✓'� 1 63 N/0/F FE.COR. 66.1 I 1 MATTITUCK SALTAIRE LLC \ ; i i 7.6V +65.6 i 66.1 STONE PATIO 5 6 METAL & GLASS \ i 2 SUN ROOM I I, "��` ' U/G PROPANE POOL EQUIP.TANK O a,1A6 EQUIP. \ 603 �•• N� r? _ 6� •0 R . O ARBOR OVER 19• NO Gam, VN +64.4 " TIVRv_R LINED JiS \ V. G�. • 603 � .6{ PAW 60� - r oN N/O/F ee 63.8 63,7 AMPER CONC. SOUNDVIEW ISLES LLC \ CB- 59.8 40 PATIO 63.8 �� V0431W 60.5 V0• TW 63.6 TW 63.8 BW 61.0 63.8 BW 60.9 ,6A'" %-1.4 �9 BW 60.8 63.7 +62.5 POOL POOL HSE. o m 27W = 63.7 c) i TW 62.8 62.2+ � BW 60.9 r� - 65. i ELEC. r �� METER \ B 60. ��.� 3.7 46. 61.2+ Tw 61.9 HOU9_7 PORCH, BW 60.7 z 6. SUNROOM 2,090 sq.ft 1 2 0 POOED OL 4OS p k Il'�11� c� \ W0� p SON O• t TOTAL $834 sqft. FE.COR. `` �+N F t61r 2 1.31W ` 60.9\ 0. CLF END 0.5W FE 61.0 ' END 0.7'E METAL FE END 0.5'E KEYDBL GATE 12' X 6' HIGH , ' CLF COR REBAR 0.2 D • = ;' UP 1.1's `� +6(.3 58.6 'F (!� ` ® = WELL �� ; roc v z 6 = STAKE CLF CORS p0 = TEST HOLE DAIS I It rix ® = PIPE ,� TOWN OF SOU a :.D � � ' � �- v� of eP ® = MONUMENT O�; = WETLAND FLAG ' .s.1,pp"`� `!'� ��OF rrriY,}- 0 ��,q Mu = UTIUIY POLE s� `i = HYDRANT �� uP; s.5 56 �1 �,�,'a Y�I��, f cb\, s.s SO P, � ' +58.6 = SPOT ELEVA77ON CJ �'� } "' � 5 rt, i. ^ G }`' E7EVA7IONS AND CONTOURS REFERENCED 7th NAW 88 ?i0 t�, �-„ ANY ALTERATION OR ADD1710N TO 7HlS SURVEY IS A NOLA710N OF G ` °�;�`�C ,�� n s ", . Y S. LIC. NO. 49618 SEC77ON 7209OF 7HE NEW YORK STATE EDUCA770N LAW. EXCEPT AS . AREA=40 769 SQ. Fr. PET? SEC77ON 7209-SUBDIWISION 2. ALL CER77RCA77ONS HEREON � � ' PECbN/�517�1��1'I P.C. ARE VAUD FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP TO TIE LINE (631) �6B-�`6NWF)X (631) 765-1797 -y OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE P.O. BOX 909G j� SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET � SOUTHOLD, N.Y. 11971 1v-133 vNQ SURVEY OF PROPERTY AT MATTITUCK Q�NQ 100 TOWN OF SO UTHOLD �sNE N ANG ,�� u N SUFFOLK COUNTY, N. Y. v �� N 1000-94-01-04 SCALE 1'-30' , JUNE 19, 2018 t ok Nov. 19, 2018 (Poo/house Fndtn. Location) ,Z � I 2 tl�2 64 _-60- "" .i' 66.6+ g / oil �.� ',✓ i 6 _ N/O/F . // MATTITUCK SALTAIRE LLC 7.6'W . \ i I 66.1 / 7.6 W J +65.6 ;66.1 STONE 6 / PATIO g 1 METAL do GLASS SUN ROOM U/G PROPANE �\ POOL \ TANK O0,�, EQUIP. g\ 603 fR• 103, 6, &S 00 $' N O ARBOR OVER �9 GuN ER �\ N�+64.4 p '6h TIMBER LINED \ �, 60 5 .6. PAVOtS _ = GF 60 4 - -- N/O/F 0e � AMPER CONC. 63.8 63.7 SOUNDVIEW ISLES LLC \ CB-E�59.8 40 PATIO BW 60 5 63.8 01, TW 63..6 TW 63.8 BW 61.063.8 BW 60.9 ,6�'' 7. 63 , BW 60.8 +62.5 POOL POOL HSE. o 2.7'W 63.7 TW 62.8 �, 62.2+ I BW 60.9 �r� ELEC. / METER \ O\B 60. 3.7 o � � 61.5+``�� ,-62'' UA p\ 61.2+ Tw 61.s ;' �� i \ 26d R HOUSE: PARCH, BW 60.7 SUNROOWfL SVIED Z010� q ft. ,if `, z� \ OON�p WN POOL TOTAL Z8,3 U IFE.COR. �r F&�f 2 "c^ 1.31W ` ! `\\ 60.9\ rN0 GE 0. CLF END 0.5W FE br, 61.0 ' END END 0.5'E M `\\`\\ �26 da\ moo+• ' , '��```0.7.E METAL FE D PICC V E n KEY V ``\ �'G � \ DBL GATE 12' ;' �`.� O \\ A� X 6' HIGH `. CLF COR • = REBAR \� 0.2 = * UP 1.1's I;Q! 2 6i1 \ +6C.3 ��//�� ` 58.6 ® WELL LY `\ / ® = STAKE \� O\�\ \ CLF COR �! R�FN p0 TQ +'0S1r�0, xa = TEST HOLE DAIS � R� 0. ® = PIPE ® = MONUMENT = WETLAND FLAG Mb = UnuTY POLEOF I k, YY UP 9.5 �j „`Z`M lJ HYDRANT �� >, �- +58.6 SPOT ELEVATION so ELEVA77ONS AND CONTOURS REFERENCED TO NAW 884 r ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF _ AREA�40 769 SQ � ���`���t-,�,r;�%'�`` � . �-�'•� S. LIC. N0. 49618 SEC770N 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PEC lK( DS � P.C. PER SEC770N (631) 655D'"FAX 631 765-1797 ARE LID FOR THIS MAP AND COPIES THEREOF ONLYSUBDIWSION 2. ALL IF HEREON MAP TO 11E LINE ( ) -y P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE G R SIGNATURE APPEARS HEREON, 1230 TRAVELER STREET � SOUTHOLD, N.Y. 11971 1v-133 REVISIONS SITE DATA: SCTM # 1000-94-01-04 „1 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ-FT. II BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ` ESTIMATED AREA OF 3000 SQ,FT, 0 GROUND DISTURBANCE: I I EXISTING HOUSE: 1701.0 SQ.FT. 6.6% 1 EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE - - © I ©QOQ�QOQO I I EXISTING DECK: 238-2 SQ.FT. 0.9% IP EXISTING POOL: 720.0 SQ,FT. 2.8% - - WELL I WDFVLOLED I PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU-YD. 25 CU.YD. PROPOSED DECK ADDITION: 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. I O -- - - _ PROPOSED BALCONY: 68.0 SQ.FT. 0.3% ISO, - - - _ - - PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. m U EXISTING POOLHOUSE: 628-3 SQ.FT. 2.4% 1 EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% - FL 9 62.085' ; EXISTING SPA: 49.5 SQ.FT- 0.2% CO _ Q N EXISTING SURGE TANK: 1200ga1. 2 12 14 16 18 20 22 24 26 26 30 32 34 36 38 40 42 44 46 4850 S 8 3.5 0', 52 gq 56 5it /86062 t '� i 62 ' EXISTING DRYWELLS: 8'dia,26vf •" 2 T 1 1 661 64 S 21027'20" C t EN t_rr%a LXISTING 4'HIGH EL CL (J C I lttMmwm M EXFE \ N � EXISTING RETAINING WALLS: 112 Ifm ILL 1001 FROM TOP OF BLUFF4•CLEAN1 1 I n -- ._ "_ zpa -_' 'O o ,,- 1� I; i our _-"""-'_ _____ __-'_''_-__'______-_ 0 O m - z6 3' - -- - 60 (JTs.o• 2soTOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. 30 CU,YD. _ 11'-P_-__ _-_ PATIO SFFfLIC K t ''� O y 1 PUNTEn 8 6' , ULJ m ' N oti ;; �%;�.!`;% 01 1iou.1 UPPER 7.U' b4J!// / I"%o i..� f/ 6dla.r 16'de p ' G- DECK '' 4'� �/ LEACHING POOL 84.0' w/PERGO A 1 I- LOWER PA P 'B.s W MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19.2018 1- DECK EXISTING aoNis'POOL y!¢rT i 1 1 1 1'n COPING EL 63.9 IS lY I iCIUSE4-CLEANOUT O Z Q 68.0' 1- PATIO ON GRADEth ------- Z ' EX.FIRE '' ' , PPT ;;67.4' >� 3 5 4•h POOLEaI;LONG ------------------------- _1o I QQ Q EXISTING MN - ♦ BASIN '�ISLAND y 1 I ;51.8' 4O - `-- - POOLHOUSE oSOUNDLW I- I, N ' ♦ -/ 56-7" ?V ' m 1- EXISTING / CATCH 23.0' BASIN 4'h POOL FENCE O m 1 2 SN HOUSE ( DW�I_ ♦- O ♦ A' WA ER 10 O� 1 ';51.8' .0' \ 1 DW 1 __________________________ I \ / ♦ /-\ k� - 1 DW I I DW 1 a> 28'3 TEST HOLE z •-� ^------------ N O mOI C" � � ♦ /.-'.\ / EL.60.5 J. O I 1:O U/G PROPANE O m TANK a 1 P a 100'FROM TOP OF BLUFF / tt/4•uNE A _ ^ 1-�•i _ FI E / 1 I / � OFi•-'-•- R HDRANT N 20012'40" W ' / �� / / ///I 393.97' 62 IJP4LE, � DEV LOPED 0 i a PUBLIC WATER EXISTING GRAVEL DRIVEWAY O 1 _ J P SOUND VIEW AVENUE SITE PLAN 11 _ �_ O STORM WATER MANAGEMENT DETAILS SCALE: 1 - 30 0 Z W � > W IIIOOIARrAATPOOLHOUSE,716-4$QFI-IAT100RRUNN.T.S. FED 1 0 2020 Q o Z AT VI%WATER RUNOFF:126 3 CU EL PROVIDE(1)8'DIA.X 4'DEEP DRY WELL DRV WELLS CAPACITY:1690 CU FT. OU O Z:) W Lc) F_ O TER-STANDARD " ` C) C NOTES: ^ C 1).IXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEAN SURFACE CES USI THOROUGHLY PRIOR TO INSTALLATION. a B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR , _•�g'='' '" METALS WITH PROTECTIVE BACKING PAINT, 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. fff a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND .i,'.'', _tea ACCESSORIES. " -�' '• .,", DRAWN: MH/MS B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT �"�f • �' CONNECTORS. .sr`', � ;. ',' t •k'- SCALE: 3).CONNECT DOW NSPOLffS TO STORM SEWER SYSTEM AS INDICATED.SEAL ',k �,•'�';1'.,, y ` ' CONNECTION WATERTIGHT. JOB#: 4 +'• 4.Q•�'. DRY WELLS TO BE 10'MIN. a).PROTECTION: �° h2"• 1 �.•� AWAY FROM HOUSE A),TOUCH-PROTECT INSTALLED PRODUCTS EPLACEDAMA DAMALETIONGED BEFORE L•v,�.}';, wn� ,} n ,f'•'�,; .,, Thursday,January 30,20 0 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL •' S>�:�•�. �Jn•. "•L^ "e"A'2 �?J SHEET NUMBER: COMPLETION. \ � l 0. PIC', �j REVISIONS a o�Op� a pO0 OQ0QQO0 0 B 0 N � M a -------------------------------------- -------- --------------------------- -- ----- � w T M R 0 J > DN a nn nll N nn nn un nu nn nll un ❑° nn Q nu un C nu un un nu nu nn nu nn nn un nn Itn �T� nn lul nn nn nn nn nn nll O nn nn IIII Ilii � z IIII IIII CONDITIO D STORAGE 4RT WORK,SENTIME AL ITEMS,FURNIT04# , O a� 111'TELESCOPIC EQUIPMENT,PHOTOGRAPHIC"I 0 VW1 O EQUIPMENT, AND MUSICAL INSTRUMENT,; � O II11 IIII O O AIIII IIII A r ,l C,/ i;ii ❑� ilii Elh""i W IIII IIII W a Q IIII IIII �1 IIII IIII J O a 1111 II11 a N -------------------------------------------------------------------------------- W Y WO 0 OD Z B Q z O Z U N O �- W E PROJECT NORTH PROPOSED 2ND. FLOOR PLAN wco OQ S SCALE: 1/4" = 1'-0" v co 2i 1.EXTERIOR WALLS TO BE 2X6#2 DF OR BTR 2.MAIN ROOF PLATE HEIGHT TO BE 1'-5" ,nom -,q IN S 3.DORMER PLATE HEIGHT AT 8'-0". � � DRAWN: NM/ S 4.EXTERIOR SHEATHING TO BE 5/8"THICK. � r r,e M " l;1 , �+, `�. SCALE: JOB#: 5.SIDING AND UNDERLAYME-NT-TO.MATCH Thursday,January 30,2010 HOUSE"(VERIFY WITH OWNER). SHEET NUMBER: 6.INTERIOR TO BE SHEETROCKED(5/8") A-5 ,1►. a ^� �+� SJUFFOLK COUNTY DEPART-IENI'OF HEALTH SERVICES kQX )I-FICE tiSE ONLY >. OFFICE OF WASTEWATER MANAGI.,yIENT,� PA Registration#: 360 YAPHANK A-%r•E�TUE• SUITE 2C,Y APHA�7K.\Y 11950 (63 1)S52-5700 OR Healthtil'NN'i4ICSsuffolkcouuh°ny.gor APPLICATION FOR INITIAL REGISTRATIONr REGISTRATIO!r TRANSFER OF Alli Il�NT01%A.TBT A,�TD ALTER � NEWAL. OR REGISTRATIOi\T '�tATBT ONSITE«ASTENVAITER TREATMENT SYSTEM (IIA O«TS) REFER TO REVERSE SIDE OF TMS FORM FOR L\STRUCTIONS—ALL SIGNATURES IIL�ST BE ORIGL\AL ��••PLEAS'{E�INDICATE THE PURPOSE OF YOUR APPLICATION BELOW[icte� ;.s __ TItAN51+'ER :Foca neiEly:eans I� syste ,Y _ - -- 4` r"-' - :i,� '_,,",. -_ -i tlli7"'•:f ;n- - ".__7"_;:n�' - - "^^ate,^s�.�.=p�,"aM'!`� :` .F"fi� edff- r IIS;- pr th H , consrivction _ ,n.,-%�t�;s-•_�r, r -�j_�,. ._ri '1�fECEl1C��� J_•,�F =�:" :�'<'."'�Y - - - ���.r,.,re„ "•n._ �' t�� :,st,� �; {�',=;>�is u' -_ _ _ .x�• `T _ �.w�, ✓ t_'� ;:?'r�, n,,.._ _ ;u,:, - _ ^s die• '� T --�r' '_ - '�.5"t^rs ?J R'9.L�T-Sv�Y"�.5t-�.- -.�k'.�..k�'���_sM�'�� _ ,�����.�a.. •,.l -9 RiG.1-".�".w.T"Y^'__"s_2^^�,^�A43 - na '°Y`� .r':.. _ �s.+s,•...__ - e�'n:':: - k�5�a�i'`�•=x•��`^"���;_:'_ T � ��.r,;.r_'-,�v,-t+`=� rf: -- -:�'=1=— - - ���-r�.i-; h.n ,u`'.�v^.,°`z,r"L*"., _ m.�.-,'-a.crsf"s._�..,-a.�_=+�;.,,',.Y�; •_ -``-�.,`�`t`r tPr�4 ^'•. `�. �'�„_;-` _,J? - - _-�� _ s�!!JJ �_',� �P3'c�'1°fOt15iZEP]S1f8�IOIl710�'�". �`-,- j."•;t�` ;+'��^ - 1[1175`IY:�6tCS�ta1121[1i71b'�2:1�'P3•= -_ - _5f.^ts.fTr..r:_^-eTt's riC'.i3'r-n:"`-`.v,.•i+". ,.._atm;-'::=,.,_ — .��`�_•s-�_....::'.- _%Y_:. zz5 _n�.:�i'�'r _- s•�._1 _ �%jA.` Tax ma - : � _ _=� ��ku_o�ri•�m�-_���';��:�r����,��.-tr.�=-.rF.:-;.� _- District �Se tion Block parcel location: Lot ysca Actress gf ltA System parcel:. 4:7 / =��� ��>~r-_ :._sem-----_-_- _ _ __- _ _ _ _ `_ _ `�; r+� - ,��- -f - - - �<,:-•-pQ _ - - tI1P� _ , PA '��r4.;==3,� :�V` ,��1�Ioliile:- - Eina •Aii_l=e`ss: y.- ;;-,.,' ,,,. 44 _. . - )•-eS' -1/17 UA OWTS INFORM TION: Manufacturer: ju Oso Model: goo GPN— OPERATION AND-IALN-TENANCE CONTPUCT ATTACHED TO THIS APPLICATION: � YES ❑ NO* *If you have not enclosed a copy of a valid O&M Contract.please contact your O&M provider ^^^The property owner must notify the SCDHS within 30 days when there is a change in Maintenance Provider^^^ Has an effluent sample been taken and submitted to the Department since the prei-ious resistration renewal?(FOR REGISTRATION RENEWAL ON-LY): YES - 0 ❑ "If`NO".contact •our O enation&:laintenance rovider and have then-submit current effluent iam le resu9ts to the Department in accordance with standards_ By signing,and submitting this registration docttlueut.I certify that I have read and understand all FA O`VTS provisions as indicated in sections 760-1905 and 760-1906 of the Suffolk County Salutary Code,as well as any manufacturers guidance documents. I also understand my responsibilities as the FA ON owner as they may relate,to the proper functioning and maintenance of the system. "Any false statement made herein is punishable as a misdemeanor pue--mit fo 5_'_-10.45 of New York State Penal Law." tgltan r�ofGurien° rape Oriir(s : h - �D ? 30 DEPARTMENT USE ONLY •• our-req}lest for UA OWTS registration is acceptable, - and your system has been registered until: 1 , This registration will expire 36 months from the approval date indicated below. 1 DYbur UA OWTS registration form cannot be processed at this time. Please see the attached Notice of Incomplete omplete -Signature of Department Representative Date 1 WWM-304 (Rev. 08/17) • "VISIONS: 1 I b 1 =HEALTH I DEFT 00/00/2009 WELL DEVI()PED VVFLL 1 � 1. b --- - - - - - - - !+'pr�SPY pp 1, 'sh0 Video 62.085' =i �� .2, •••:�.•• 12,41618202 24 2830323436384092444648505�54565B60 • 83.50' 1 UNDEViOPED 62 • 661 64 62 1 S 21027'20" E .-• 1" 100,CROMTOPOFBLUFF l I F �1 O g 13 E i - f�N - - %. Un1 O O O 1i 593 Iwvl��� 298 � �T Ano �1 --•_�,� ,r N m1 ji m ------ -- o► ,• .VFFAlAIA �' 11•, QQp QI M.r µ�e IOIVFR N Gl C 1 is135ru s �� 0006p6E9°L 1 m 1 I:68a is el ISE a•tv.W OVE O• j Q Ln .,• U n ' o sa 1 E%FIRE r Q 1 PIT I67A' 5ar oaott 1 U LONG ------- :� o EXISTING (CATCH W PUBLIC WATER I S L A N D z 1 ;!5 ® POOUIWSE 1/ov l /pv l to > 4 SOUND L 35T j ♦ D 1 _ SrwG E%� 23.a 1.� C) El / IR O J .1 2STYHOUSE 1 ��, I�\ e.m�`i rootmx[ WA 0 1 518' ♦ .� 1 va/1 z O 1-1L_____ 28 3' �oKm I 1 — 1 1 ory 1 5. D — 1 Cm I ♦ /__.\ / EST OLE EL 605 .J• O W 1 1.0 U/G PROPANE O I to M 1 1'O TANK m 1 I IWATER F`"rl 1 IOa FROM TOP OF BLUFF � 1Vr WVF A PUBLIC 1 /i•-�-� _ 1 RAM O N 20°12'40"W : i 393.97' fi2 E 0 PUBBLIC WATLIMAT i ER i O SITE PLAN E%ISfINGGRAVELDRIVEWAV P � � SCALE. 1" = 40'-0' SOUND VIEW AVENUE EL 60.5 � Y•�-1-1 1 MIXED SAND,LOAM.GRAVEL ----------- 0.5' DRYWELL LOCATIONS PER MARSHALL PRETZEL, Q LANDSCAPE ARCHITECT 10/21/2019 �1 320 BROWN CLAYEY SAND J H 1 tl ___________ 0.4. SC SCTM# 1000-094-01 -004 ' 0 ?- - ��.J!i"V!i`e��Lr Vh U'd f'� 7„+VIS NS.i•Z- Hi'ht:. 0 1 EALA H 1:1 6 ti:�11t.A ,♦J PALE BROWN FINE SAND � c� ', App RO1 A,L 01 It Cl 4"t a; T1 [.C➢Y k. i O O U SP ! „ / ��b �4'4`l '�1L6 s A%',�l,' R,10,1c 7L1�€J;v f-ac:nl La EL 43.5 170' �� r o � 3 f in-.9136^.M.^£JG-wi!1Izts CE,:Stiz:a:,"f 013 ur,Farttrnent c o.1,c; ij i:1?h aIKs�`odPa to DRAWN MH/MS NO WATER ENCOUNTER ^ W DSTWW'iact"', ��5' "r,r;f .�l` ti'>���a:'_� }:;"4Ji t���t'{ SCALE I/4-1-0" 1 JOB# ,(,(.rL-E?-�- Tuesday,November 5, 19 TEST HOLE SHEET NUMBER. DATA FROM MCDONALD GEOSCIENCE I Craig Knepper, P.E., Chief 06,22,2016 S-1 Office of Wastewater Management � REVISIONS: UNDEVLOPED HEALTH 00/00/2009 o 83.50 ; i 64 ' 62 I y� Alp, OAR70t,EXISTING 4'HIGH FENCE `r i E �� % ;• VENT \ , BOX . f �O •4"CLEAN V Iy i �/ `-� ( 1 t- OUT 79 4' r►� IO `�lloy'los, I ---------------------------- 0 .--------- ---------------- -- 6 `r, N e O Q t Qn `� OUT �y i0s BOX y• I �•.• �e 26 3' - - 750 NOR,WEC,O% /" � ' - 5 0' 27-8'-11-7" --- --- PATIO SFPTIC 14MK 6 W 3' 2 O '74 _ PLANTER $ .6' ! ' % /� - 0 ® - UPPER .0140 / S'dia x 16'deep DECK �! 'j a' %% LEACHING POOL W/PERGOLA !$/ ss •3 I L!J u LOWER SPA Pa' S. /,/i !! DECK EXISTING 40'XIS'POOL COPING EL 63.9 6 5' 4"CLEAN OUT O Z � z ` 11.3' n V' m LIED m c, a4 of � mom' 3 5' 4'h POOL FE 'CE b i DEVLOPED c en, - o CATCH lJ� PUBLIC WATER ---^ ' / ;O EXISTING A' / – \ / – \ BASIN •� N POOLHOUSE I DW I I DW 1 10 ° � I ceN - 56'-7•• �V � / o `rl 23.0' 1POOL FENCE t�} ER DW I BASIN� W �_ >�- IM--W- 2 INE (VlA R IO 7 4 a CATCHBAS w DIW I — I DW 1 I DW I o` r►-�-`--� P. N TEST HOLE ♦ – / -- \ ` / m EL.60.5 � ! O rA bt DEVLOPED 9. vv Ve-- 1 i 4"LINE I � PUBLIC WATER 0 O-— A R 'i FIRE OHW-— —---__ HYDRANT 393.97' 62 UTILITY Q POLE DEVLOPED M# 1000-694-01 -004 PUBLIC WATER PARTIAL SITE PLAN. w SCALE: 1" = 20'-0' - ,/�LE'Ar;Vivfii�`f fail �rot,'sd�r,vE,;� o,• v. .j"( , I... pd_•araga ,Qfl, - I— g •y1 d,IC 4/JI ° ( .?—• v"�l`��.°"` C. $* 4 Q t•�.." :r+�.,' Q.�,jl'.ii k'I''� a '� to_ ! F ei�• x::i ,:i1Cb' d:�:rl '111 y CC ra f^,^ aC:..iC7•"C 3t1t.1 IIr' I11)LC:4EiG�17':ly t:4,:�F:E�Vi';7�fgA 3�`,s"aft:1"�;�°I° �' �I-7v1.�'L,Ifui•�. J.. g '� 1 • r,r-+g�i-}"�b"`.7 a 'a 'b rQ L:' DRAWN. MH/MS G3 j }'G s'al�a.cda Viµ" ' SCALE- 1/4"=I'-0" JOB Tuesday, November 5, 19 Craig Knepper, P.E., Chief SHEET NUMBER z3 ; ..<�, .�= e prir vlanvag Ment S_2 1 1 F� t t w DROPPED l F-� SOFFIT TEMPERED 88 3 , , , , , , , , 18"d BENCH 1 1 I 1 I I 1 1 I 1 1 1 1 1 1 1 I I I 1 I 1 i I I 1 1 1 1 1 1 I 1 1 1 1 11/4 11/2() I U ' ' ' I I I I I I I I CHANGING RO M OI W.C. LAV. I I 1 I I I I I I I I I ' N 113- 3-0 _ F.A.I. WALL MOUNT FIREPLACE(VIF) ' 0 w/TV ABOVE 0 3 11/4() C.O. 3 8'—91/2 4 — POOL HOUSE/ RECREATION °' TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN SEPTIC SYSTEM c) TRAP HOUSE 0 W W PLUMBING SCHEMATIC 2.6 Q Q SCALE: NOT TO SCALE 0 14'-1" 12'-81/2" U o H STORAGE L= CD mN o REScheck Software Version 4.6.4 1ST. FLOOR PLAN x Compliance Certificate SCALE: 1/4" = 1'-0" ° � m o Stu x o i Z w u u Project 4 b Energy Code: 2015 IECC „I~ t� u m Location: Cutchogue, New York Construction Type: Single-family - -- +, ---------------------------------------- ------------------------------------- Project Type: New Construction I J) Conditioned Floor Area: Q ft2 N 00 ' Glazing Area 18% Climate Zone: 4 (5572 HDD) T M R 4 O W Permit Date: Permit Number: j \\ Construction Site: Owner/Agent: Designer/Contractor: MCLEOD POOLHOUSE Mark Schwartz,Architect DN 1111 605 SOUNDVIEW AVE P.O.Box 933 n1 un MATTITUCK,NY Cutchogue,NY 11935 uu nn 631-734-4185 I 1111 mksarchitect@optonline.net 1111 111 I Ur~' 1111 1111 II11 IIII 0 F.,'.- • � ry +„. ,...- .-o.....-..._._».._..-..._.._.._...._M.._.....^.-,.....-...._..»..»-_. - ..-. .. III IIII vJ I I IIII IIII Compliance: 2.9%Better Than Code Maximum UA: 239 Your UA: 232 Maximum SHGC: 0.40 Your SHGC: 0.29 IIII IIII III The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. IIII III I It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. IIII IIII N III IIII L IIII IIII C� Envelope Assemblies 11 IIII II11 IIII [­­-­-'- ..T ._ �,-,,.__ _ �_ _, n �.._..._,_,.,w... -, ._._ 1111 CONDITIONED STORAGE 1111 f ART WORK SENTIMENTAL ITEMS,FURNITURE, TELESCOPIC EQUIPMENT,PHOTOGRAPHIC' Floor 1:All-Wood joist/Truss:Over Unconditioned Space 615 21.0 0.0 0.044 27 iiliEQUIPMENT, AND MUSICAL INSTRUMENTiI Floor 2:All-Wood joist/Truss:Over Outside Air 29 21.0 0.0 0.044 1 I rYi nn nil �/ Wall 1:Wood Frame,16”D.C. 922 19.0 0.0 0.060 46 III I u11 nn Window 1:Wood Frame:Double Pane with Low-E 71 0.290 21 III II SHGC:0.31 n n III I un nil Door 1:Glass 42 0.300 13 IIII I P SHGC:0.26 IIn Inl r Door 2;Glass 42 0.300 13 IIII IIII SHGC:0.24 'fit � d`itf��i Wall 2:Wood Frame,16"D.C. 784 19.0 0.0 0.060 38 Window 2:Wood Frame:Double Pane with Low-E 152 0.290 44 SHGC:0.31 COO Ceiling 1:Cathedral Ceiling 520 21.0 0.0 0.048 25 0 ,4 Ceiling 2:Flat Ceiling or Scissor Truss 124 30.0 0.0 0.035 4 * `� • DRAWN: (' + "+t�!6' SCALE: i ~ � e JOB#: 4/26/2019 SHEET NUMBER: Project Title: Report date: 04/19/19 2ND. FLOOR PLAN Data filename:C:\Users\Drafting Station\Documents\REScheck\McLEOD POOLHOUSE.rck Pagel of 2 SCALE: 1/4" = 1'-0" A- 1 k" REVISIONS SITE DATA: SCTM # 1000-94-01-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES _ ESTIMATED AREA OF 13000 SQ,FT, / ♦ ' GROUND DISTURBANCE: I / ♦ 1 1 1 1 ♦_/ 1 HOUSE: 1701.0 SQ.FT. 6.6% I � - EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE °00 ° EXISTING DECK: 238.2 SQ.FT. 0.9% I 1 EXISTING(EXPAND) POOL: 720.0 SQ,FT. 2.8% 25 CU.YD. 10 CU.YD. WELL I EXISTING SHED: 64.0 SQ.FT. TO REMOVE DFVLO1 p WELL 1 IPROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. - PROPOSED DECK ADDITION: 392 SQ,FT, 1.5% 6 CU.YD. 2 CU.YD. L c-9 _ N ISO• _ PROPOSED PORCH: 23.5 SQ.FT. 0.1% 2 CU.YD. 1 CU.YD. di . I _ - M t\ 1 Yr I1 PROPOSED BALCONY: 68.0 SQ.FT. 0.3% - - U M M PROPOSED POOLHOUSE: 626.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. ;1 HAY BALE OR SILT FENCING ! PROPOSED OUTDOOR SHOWER: 64.0 SQ,FT. 0.3% 2 CU.YD. 1 CU.YD. U\ K NO MORE THAN 20 FROMM Z 1L OF ANNG TO , V � � 01 NO M PROPOSED WORK AS i N L PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD. Q INDICATED ON SITE PUN 121416182022242 283032343638404244464850WM 52 565860 64 �_., 383.50'1 �. .� 54 �` ' •• I SURGE TANK 1200 al. 20 CU.YD. 5 CU.YD. ti 62 1 1 661 i _____ 8 '♦I ,1 S 21027'2011 E 1 _ --- --'-- -__ -------------------------------- FROM PROPERTY a, v - U 1 --•-- 1 NO WELLS W11 z ,-� YWELLS' 8'di 26 f 35 CU YD 10 CU YD DR �1 1 loo,FROM TOP OF BLUFF 1 s ems, .... I �'. 1 I RETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. O ./ I N •. 0 l �'• O 59.3' - !,7 o PRpEPOSED / pRIO -1EXT ( 1 ON G DE NTER826' • 0' TOTAL• 4070 5 SQ.FT. 1 % 460 CU YD 61 119 CU YD. G ... ..»....... ........ mO MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,201EXIfnNc vvoAofFD LLS PRN 5.5' .0'LSPPA DECK REPUCE E%ISTING ( PUNTER1/EXIST NG kl I _ 361(18'INCROUND POOL WITH NEW/07(18'POOL20'-6•X2a0• I O SE 1w :; ♦-♦ Q 1 , •66.0' PATIO ON GRADE e'eP 1 53.9' 1 1 X.FIRE ' 10.0D f ' I0.RK.ATIDN LLFENCE, SHOWER 1 PIT 1167.4' 20oxzz LONG1 ' 1 i 1 PATIO ONGRADE� '--••••.................... -_ E`ILX1 xb 11f1, fAININCWALL(71.1J ATCNH LU 1 EXPANSION 4 p o _ PROPOSED �B SI _ EXISTNc 'O o POOLHOUSE REILAC PATIO TO eF ISLAND 1 1 ;S,.B . ° r' :,_.D. t j t'_••A_• ESTAIIS REMOVED : t o' : DO NOT PROCEED WITH STAIR O - WATERLINE/DRAINPIPE INTECTED ON SOUND Z ' 1 35.7 ^O --+� I TO BE INSTALLEDANDPROTECTEDPE0. • PROPOS EDVTANK LL .-7J 4,__,M• e__• ,ev (MIN IV �_ •-� I SCHDS REQUIREMENTS.-NIMU Q UNTIL SURVEY J 1 m EXISTING -�i ou�al(vlFl i FRA°111�'� O mI I I ®WidOFCROSSIN4MINIMIIM J) -` lO OF FOUNDATION LOCATION l �I 1 2SNHOUSE 1 -lr I VERT CA SEPERATION:18' V 0 �..- 7 %/''� OI ;51.8' .0' �J.__.ii • w�•,.w. �/ �I I!LL 1 i; !.__.16. I BASIN •••••'•. 1 / _ - ARFA 3690 SQ FT. C �^�^^� A � _ 77 .•....•... 14TH,+' 8'd�a. (ABCU FT3^/6r V J APPROVED, �� 1 �- I f ,B'dla> /��J _ _ HAS BE"' I PROVED. Q OI 'm _ __ _____ __ I o r+L"• nW 0®1,%:a 1 °d I ADD CATCH BASIN HOLE 4� �' 11--��.. / w/O0.VWELL B'dia,l6vf O O ("1'1 ' 'O 1 U/G PROPANE Q /B, ♦ I > 676 CU.FT.CAPACITY EL 60.5 o w J O QI A/1 a TANK ••••�" 1 5,dery 1•....•. _ b ` I F 1 100'FROM TOP OF BLUFF - �W _ _ _ •_Sym=- _ ,_, '�W-ASTER C�I FIE P W � Q H METER HYDRANT N 20°12'40" W 393.97' 62 DP4LE DkVLoPED i O PUBLIC WATER i Must provide Manuals O EXISTING GRAVEL DRIVEWAY Do J and S as per a NYS Energy Code ELECTRICAL SOUND VIEW INSPECTION REQUIRED EW AVE Blower door and ductwork testirig required. c, COMPLY WITH ALL CODES OF V_ N ; SITE PLAN ® NEW YORK STATE & TOWN CODES I =' Y I,�L9. F • " _ AS REQUIPED AND CONDITIONS OF - J �:. w O �': t SCALE. 1 30 -0 � �k Cs O W STORM WATER MANAGEMENT DETAILS ► > w ROOF AREA AT POOLHOUSE 756.4 SO,FT. N.T.S. AS N,/TED v I + ~ AT 100%WATER RUNOFF:126.3 CU.FT • � -•' V 1 J J I "(y �h11 111'1 -80ARD Q z PROVIDE(1)8'DIA.X 4'DEEP DRYWELL APP 0 E DRYWELLS CAPACITY:168.0 CU.FT. I T IES - 7 L) DATE: U B.P.# 3 3.2 = U O FEE:37 BY: TRUSS PLACARDING REQU:R D OU) OG'EF GUTTER-STANDARD s' NOTIFY BUILDING DEPAR E`NT AT . p Q NOTES: 1).EXECUTION. 765-1802 8 AM TO 4 PM FOR THE U m kJ4 ^).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED' FOLLOWING'INSPECTIONS: 2).PREPARATION: /'� A).CLEAN SURFACE THOROUGHLY PRIOROINSFALIAT[ON. 1. FOUNDATION - TWO REQUIRED OCCUPANCY OR / B).PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR FOR POURED CONCRETE I�, A+` ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ,`E I S UNLAWFUL i LA W F U L ,�. ,S . C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �1 'P� METALS WITH PROTECTIVE BACKING PAINT, /_, ROUGH - FRAMING & PLUMBING �' 3.A).PERFORM WORK IN ACCORDANCE WITH[DA HANDBOOK AND THE DRAWINGS. . INSULATION WITHOU ( CERTI FICA I � 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2•FOR EVERY 40'OF RUN. CONSTRUCTION MUST `)'• c `F� 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1FINAL 'a' -I°+""•/ 7"'1 / B).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 'w `�_.J•YK`1 +s• ARIES. BE COMPLETE FOR C.O. OF OCCUPANCY *'` } 01 0 DRAWN: MH MS B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT +( re,= +r 1 ({ CONNECTORS. ALL CONSTRUCTION SHALL MEET THE >,, L, SCALE: 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL . §j. A/tt' CONNECTION WATERTIGHT. �• ' REQUIREMENTS OF THE CODES OF NEW � �p. JOB#: DRY WELLS TO BE 10'MIN. 4).PROTECTION: YORK STATE. NOT RESPONSIBLE FOR A d��4+" October 1],2018 AWAY FROM HOUSE B).OUCH-UP,REPAIR OR REA)PROTECT INSTALLED PLACE DAMAGED PRODUCTS BEFORE UBS UNTIL COMPLETION Of PROJECT. AMTAL '2� 4`' J a COMPLETION. DESIGN OR CONSTRUCTION ERRORS. N�`�Y g:*` SHEET NUMBER: RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All, C:iorllUhting replaced or r '' V11211 colicur"I to Ch^pter 172 of the.Tw-'n Code REVISIONS 0 O I 00 0 O N -- - - N . a m � w Z o0 04 U M I L U cn O M S � I 'V 01 00 ' (� j 77 PROPOSED EAST ELEVATION w � o SCALE: 1/4" = V O QW Q aZ O � a - � w r� 0 I [], � - -,E .. 00 _ W - - -- N O z ° - - - - Q Z Z U O0 O � U) 1— cQ M EllU 2 1�Y A ° .1 y DRAWN: MH/MS ti +" a SCALE: .avf � ,� PROPOSED NORTH ELEVATION ; �,� JOB#: . / „ — t # SAOctober 09,2018 SCALE: 1/4" — 1 ���'"� ` ;"� SHEET NUMBER: REVISIONS i o 0 O O I 00 0 I -- -- N o N a O Z r m U co x W Z O H PROPOSED .•WEST ELEVATION W SCALE: 1/4" = 1' p Q w � • a ° H Q w a ° de O w � 3 PLO 0 i 0 Y 0 O Z O W Q Q Z Z U O0 O o o Q i U C° 00 . . —- - — z :, , ' F DRAWN: MH/MS SCALE: JOB#: October 09,2018 SHEET NUMBER: PROPOSED SOUTH ELEVATION. 0�.-2� '•�, • .�.. .� SCALE: 1/4" = 1' 2 REVISIONS B / 28'-0" OO°o oQC� ----------------------------------------------------------------------------------- — 7 7C �• �D I , 1 r • I I /7A I O 1 1 I 1 1 1 Q I I U I 41 Ocl, ,'J4 , r �I v ,' �J3)1-3/4X9-1/2 ML GIRDER: :(3)1-3/4X9-1/2 ML GIRDER: : (3)1-3/4X9-1/2 ML GIRDER . °� z In _T � 1— , 't 8' 4�h" ---- 8' 5' t 1 8' 4/2" I �. 1. - - `- ----- v M � I ' 1 ' 'r'• 1 I F It, I ZO O 1 I 11 \ / 1 x I O CN b ' !�� I I 1 F CN ' 'I ' V � 1 1• I Q I I ' 1 r---_____- -- -_-_-- I 1 (V I f3)1-3/4X9-1/2 ML GIRDER :(3)1-3/09-1/2 ML GIRDER, (3)1-3/4X9-1/2 ML GIRDEi 1 I <^ \ \ * l ' I M O O � 1 I vt I •ct � �O I � I rrte�`� I z I �'' I M I I\ V + ' ' I •• � �l O , , � I �• ; I O Fel aI-� vl i i In 2X6 ACQ SILL PLATE w •___ ______________________� b I V1 ' ______________(2r1�J4X9=1JtMt-----------:--- ------- I TERMITE SHIELD 1 a, � _ a:c 6'"0" _ �___ ._ .r'_.c�[�r 1 dG i .J� I SILL SEAL a a (� I v •- --------- --- r_ ________ ________ __ ____ ____ ____ ____ ___- ---T _ T------------ - 00 ________-_ _ w a 1 I 1 • 1 O ' I I I 5/8"dia.ANCHOR BOLT � 00 ° � w I I 4 F i ; w/3X3 SQ.WASHER,NUT FLOOR SYSTEM O ' ' @48"OC (SEE FOUNDATION PLAN) I d 1 I 1 I I I I II III III ,I II tl III IIII I!I 1 ISI II IIII II V.0 •� v d v c •� SLOPED GRADE(AWAY FROM BLDG.) A-1 • --------------------------------------------------------- 2X4 ACQ ----- L 4'-4" 19'-4" 4F-4" SILL PLATE 28'-0" 2-3/8"(R10)WARM-IN-DRI INSULATION BOARD B #5 REBAR,60 ksi @48"OC EACH WAY FTS ASPHALTUM DAMPROOFING w N MEMBRANE TO GRADE Y W E PROJECT NORTH PROPOSED FOUNDATION PLAN- o S 1.9'0"FOUNDATION WALL.FLOOR SYSTEM TO BE FLUSH SCALE: 1/4" = 1 10" �'� ,{�,r.'�r`� W POURED CONCRETE Q Z w/TOP OF WALL.GENERAL CONTRACTOR TO VERIFY FOUNDATION WALL HEIGHTS IN FIELD.TOP OF WALL AT 8"ABOVE FINISHED GRADE.EXTERIOR TO BE DAMPPROOF PER CODE. 3000 si j Fri Q Y 2.FOOTING TO BE 24"X12"CONTINUOUS w/(3)#5 REBAR. '> O 1/2"PREMOLDED FILLER 3.4"CONIC. PERIMETER OF SLAB.SLAB(TYPICAL). �' L AT ' '� ` W U) F— '-� 4.WALL SILL PLATE TO BE 2X6 ACQ.INSTALL OVER TERMITE SHIELD,SILL SEAL. 'g >.> V Q}e'N 5.SILL PLATE ANCHOR BOLTS TO BE 5/8"dia.,MIN.7"EMBEDMENT I 4"CONCRETE SLAB 4" w/2X2 WASHERS,NUTS. PERIMETER DRAIN •pO O' , �QO• PIPE(TYP.) 4"COARSE SAND 12" 6.STAIRWELL TO HAVE DRAIN,RUNOOF TO DRYWELL. O OR GRAVEL IN 24" #5 REBAR, 60ksi DRAWN: MH MS (3) SCALE: l JOB#: FOUNDATION WA L2011 L D ETA t L October UM SHEET NUMBER: SCALE: 1/2" = 1 '-0" A_ REVISIONS 8'-0" 28'-0" ' 0 o e I pa ep O O O 5-41/2" 22'-71/2" 00 10 CX135 ----TEMPERED Irma ■ 3 2X10 HDR L Z _ ___j3�i-3/4X9 12 ML(UNDE _DO ER WALLZ_ ---- ------------- ------ __ -- ' o .r- _ __ _ REVISIONS 0 0 ��°o °O� 0 B 0 28'-0" N n 2'-10" 22'-4" 2'-10" a a � m � tt >: w •� U M Z 7-CX135 TEMPERED % " ° °p (3 2X H)R---- U POST �C+ TYP. G z O cD DN nn nn Int LL 1111 1111 IL r LL 1111 IIII u Q 1111 1111 Q IIII Ilit 0 ' IIII II11 ' �1111 IIII � 1111 II11 Q (L 1111 1111 W U 1111 IIII Q 1111 IIII Q w r- H IIII � } 1111 IIII } p[ V1 J IIII 1111 J O <} = O Q IIII IIn< _ O X t a UNFINISHED STORA�',E a X z N U M o0 ���; CATHEDRAL CEILING l It t u N Q, w 1111 1111 W M F— n 1 n 1 t � 11111 O �-i a g 1111 1111 g J II11 IIII J 01111 11110 l.1 I IIIIl n 1111 l,J A W 00 h-1 X nn nt X A /1 N IIII IIII N N 1111 IIII N .1111 Ilil 1111 V1 1111 1111 I O IIII 1111 o O a POST TYP. (3)2X8 HDR 2'-10" 22'-4" 2'-10" 28'-0" W O DO Z } B ' < Z Z U O0 D p � W PROJECT NORTH PROPOSED 2ND. FLOOR PLAN CD < Q (o SCALE: 1/4" = 1' v 1.EXTERIOR WALLS TO BE 2X6#2 DF OR BTR a 2.MAIN ROOF PLATE HEIGHT TO BE 1'-5" �SIC 3.DORMER PLATE HEIGHT AT 8'-0". n f DRAWN: MH/MS 4.EXTERIOR SHEATHING TO BE 5/8"THICK fiy' 1�`/ r SCALE: JOB#: 5.SIDING AND UNDERLAYMENT TO MATCH 1� October 09,2018 HOUSE(VERIFY WITH OWNER). SHEET NUMBER: 6.INTERIOR TO BE SHEETROCKED(5/8") REVISIONS Off°o �O D B 0 ti N H � ` M 12 M -__ __________________________________________________________________________ __- I I I t I --------------------------------------------------------------- 12 ,� �' Lf, I 1 I I I I I V 5 Y W 10 C.1 e•-i 12 I , I ; � I � I I ' ; I ' I (2)1-3/4X14 ML RIDGE ' O I ' I I O O O r�12 3-1/4 10 _________________________. I ' 1 —————————————————— —————————————— I I ' I I ---------------------------------------------------------------------------- B > W Y W N Q Z O W E PROJECT NORTH PROPOSED ROOF PLAN Q W S SCALE: 1/4" = V Q Z 1.RAFTERS TO BE 2X10 DF#2 OR BTR.. Q D 2.SHEATHING FOR ROOF TO BE 5/8"THICK. W U) �— 3.UNDERLAMENT TO BE ICE&WATERIOR � Q BARRIER WITH ASPHALT ROOFING TO V MATCH HOUSE. 4.PROVIDE EAVES EDGE,GUTTERS,LEADERS, etc..CONNECT DRAINAGE TO DRYWELLS. �Y Q A Y . '9� A DRAWN: MH/MS s SCALE: ' JOB#: ;� e° •,�,� October 09,2018 SHEET NUMBER: A-- 6 REVISIONS REScheck Software Version 4.6.4 (2)1-3/4X14 ML RIDGE Compliance Certificate 2 R i.0 Project Energy code: 2015 IECC let 6— crrtcbogue,Newyork (2)2X8 COLLAR TIE (2)2X8 COLLAR TIE eonatuction Type: Single-fam0y Pr•jectTyP_ New cmStruction Conditioned Floor Area:0 fit olarng Ara. 18% ch—t.Zone: 4 (5572 HDD) PermitOats Permit Number. O Consmicton S te: OwnedAgent: DesignerfContractor. I McLEOD POOLHOUSE Nark Schwartz A,.I-aect 605 50UNOV16W AVE P.O.R_933 Do MATITTU[K,NY 931-734-4, 511935 m31-7341185 kaarcMeect@optonline.not Cmpllance:2.• abler Thaa Cede MaXIm VA: 239 Tow VA 232 MAxlm,m S-GC 0.40 Yow SHG^ 8.29 TI.a M.a•rr—wewiF.n db wdu atim bw it r•—siw W Mu.i..M—..Jr rai.11..4r. aaaesaoro..+.."..e,.r.E...n.r�ar.•wrr..�.�..r.l,.... — - - — SUBFLOOR Envelope Assemblies — - - — 9-1/2 TJ1230 FJ @16"OC (2)9-1/2 ML o .._.W._..._- Fleu .Y...._..a,. w/1/2"STEEL r 1:All-weed JobtlTrua 0—Uncend6urwd SP- 21.0 0.0 0.044 27 Floor 2:All-Wood JuaVTrusc-0mr Ovide lir 29 21.0 00 0.044 1 N WaB 1:Wood Fmme,1e•e.c. 922 19.0 00 0.050 46 `lj U r W*dow 1:Wood Fmme:D.A6 Pane rith Low-E 71 0.290 21 t-H SHOC:0.31 - .4— a Ol Door 1:01esa 42 0.300 13 O •� M ti SHOC:0.26 Over 2:06- 42 0.300 13 I „� .,,�` }{ •-�. SH«:0.24 ,�' (� r� LO wan 2:wood Fmme,le'•.c. •r_a 784 19.0 0.0 0.060 39 07 W"dow 2:Woad Fmme:De kIII,Pane wth Law-E 152 0.290 44 SHOO:0.31 C) Ceihng 1:Csehednl Ceiling 920 21.0 0.0 0.048 25 V U M Ceiling 2:Flat Ce;li,g or Si—T— 124 30.0 0.0 0.035 4 �P^• U r=1 — - - — 9-1/2 TJ1230 FJ @16"OC 3/4"SUBFLOOR Project Titia: Repon date: 09/0Sn8 •• •• Data filename:C:1UserslOraftng Sta6o•TlOoevrrH!ntsUiESchecklMCLEOD PDOLHOUSE.rtk Page 1 of 2 1 • (3)1-3/4X9-1/2 ML GIRDER 6"STEM �• 4"SHELF ..t I e; (ML RIDGE I i 10"PC WALL �, U 'AAMPPF.00F•• LALLY COLUMN I Z �–—12 , °. . (TYPICAL) 4°• W Q 3-1/4 ✓ 2kI0 R ..a �. R @I6" ' •_ e 0 - 0 -- ,' f2f 2X8 COLLAR E e e • • t O O Z 4"CONC.SLAB ••, �j U O i ` s•v4 : ..►2 e•v4e �•••v� ��vAe 3 �.�vAe FLI W 24"X12"FTG. 1 3'X3'Xl'FTG. C) Z O (3)#5 REBAR W 04 0 o I W 00 12 , 10 SECTION A-A. (3)9-1/2 SCALE: 1/4" = 1' Z a O ML 3/4"SUBFLOOR 9-1/2 TJ1230 WOOD-1 FJ @16"OC �-2-"� 1 U - - - - (3)9-1/2 I I W ML / / ® r �, ® ® rV] 1AIR2' FASTENER TYPE: SPACING: ONo.8 WOOD-SCREW E0OR WITH 16" 2..EMBEDMENT LENGTH « -Do W.10 WOOD-SCREWS f I I IIIBASED A « � �1\ 21n.EM8EDMNWNGTHLl � y ( Y I I I uan.era.LAGSOIEW RAILING BASEW D ANCHOR WITH 11.0[ I II I II I II I ' I I / W O PEP CODE 2m.EMBEDMENT 3/4 APA PLYWOOD W 1/2^APA RATED SHEATHING ` ' \ I ` I SM EATHING u '11.113/4"SUBFLOOR _� 1 I r I , r 1 GRADEPYwooD I �T I }) I �T Q W 9-1/2 TJ1230 WOOD-I FJ @ 16"OC . \ ® I I (ALERNATNNF7/16"O.S.BJ I ' 1/2'APA RATED SHEATHING 1 I) 1 1 0 2X6 ACQ SILL PLATE (3)1-3/4X9-1/2 ML GIRDERL Z(ALTERNATIVNE:711E 0.5.6. 1SILL SEAL . , + , I ) J O O D �• TERMITE SHIELD •� FASTENER TYPE: SPACING , I ` jI I I I ( I/ (n F— •• •• •♦ I 1 2X4 OFl2 / r I 1 I I l I P •° 2X4 ACQ SILL �• NB B WOOPSC WITH STUDS I I / 4•,• ,O; G;• WINDOW SILL an.EMBEDMENT LENGTH I 1 I II 1 I .11 1 ( U c° • No.10 EMBEDMENT \ /� I O i� . . TYPICAL WINDOW OPENING BasEDaeoaawlTH 1r« I I / \I • . i PANEL SPATHAN 4AFEET L OR SMALLER 2m @1B.LAGS LENGTH I J I I I + IT7a ` u 07 10"PC WALL •a LALLY COLUMN I F\/1' • . : uan,da.uGSO1Ew DAMPPROOF c ;p p BASED ANC 0RW1TH 16•« I (TYPICAL) •; 2In.EMBEDMENTLENGTH STAIR TYPICAL DOOR OPENING FfS1FNE1l lYPF: SPACING. .P ••. •. 2-2X4DDFe2STUDSCOEN�O �, PANEL SPAN GREATER THAN 4 FEET Nn.B wood-saEw a• WELL •• AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR W TH 8`0C • THAN 6 FEET OR GALWNIZED BOLTS W/WASHERS tin.EMBEDMENT LENGTH 0, G, AND NUTS @ S41"O.C. • 'e ,. .. w VA MULTIPLE CONC.SLAB ENoDCoHMo-OENsRTcWRIFEITwNHGs INANEAN GREATER THAN 6ELT B^« DRAWN: MI1/MS d P, P, P• AND EQUAL OR SMALLER • v• e• 7 v• N'd v• .•PA • THAN 8 FEET y zi$f SCALE: �'v Ae.' 'v. �•vA� s 3'"vA p•vA� i p•v4� t� •�� .. g. 24"X12"FTG. 36"x36"X12" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL •;r �., y�.ag JOB#: (3)#5 REBAR CONC.FTG.. DRAIN TO CONNECT AS PER SEC. 1609.1.2 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) pr �� October 09,2018 �. TO DRYWELL(TYPICAL) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" {� 'r , SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' SECTION B—B COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ` l CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. f ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING 1T IS TO COVER. SCALE: 1/4" — 1' HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACFURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD e BOTTOM PLATE 00 00 qq,�O RIDGE LEDGER BATHTUB O� v HEADER �:l DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS loo ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON EALLOPENINGS TION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 i8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC '� N H � WALL STUD THROUGH-ROOF EXHAUST v a m H VENTS SELECTED AND LOCATED BY CONTRACTOR �\ w METAL STRAP -- o � VENTILATION CHANNEL U -�; °� co RIM BOARD RAFTER AS REQUIRED � O o SILL PLATE(S) U RAFTERS MAINTAIN }' n I VENTILATION WOOD JOIST v FOUNDATION ' TOP PLATE BLOCKING • - - - - - - 2x4 LEDGER BLOCKING z 2x4 SOFFIT JOIST 0 STAFFING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA P' MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1 4"x24" 20 a. STRAP AND JACK STUDS ONTIN. SCREENED VENT / g RESISTANT METAL MESH HATH MESH CON TIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF +h INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDCWN ANCHOR CONNECT TO ON ALL OPENINGS / .�� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDCWN ANCHOR EACH RAFTER i 2ND. FLO ON ALL OPENINGS .. R WALL / •• �� i RAFTER O Q WOOD JOIST O Z Q-1 O TOP PLATE GIRDER/HEADER F--� U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. rti 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO THE PROPER STEEL CONNECTOR. U BE SUPPORTED WITH RAFTER/PLATE RT75 TYDOWN ANCHOR CONNECT EACH INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS hr-•1 ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD • I r SILL GASKET TYP. CONC. FOUNDATION ( A .ONCSLAPOLB • '-` ` ' DAMPPROOF EXTERIOR GRANULAR FILL • Vs ' 6MIL POLY ON EXTERIOR �' • �• ` • V -o STEEL COLUMN 1 ' ' ' a _ % ' now CONC. SLAB I a e.° \♦ `• (T1 ° v ANCHOR BOLT EMBEDMENT: e•° n 1•a POURED CONCRETE: 7" a V e I e COMPACT FILL :e , BLOCK WALL: 15" KEYWAY FOOTING e V • 4 • s w ^ L! a •• a L� GONG. FTG. —► •a Q•a e' W • USE WITH 3x3 SQUARE WASHERS O ANCHOR BOLT CONNECTION %% O REINFORCING BAR (USP LBPS58 OR BP583) �— O Z IS FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE 17 ANCHOR BOLT CONNECTION - - M Lij 3: > SUPPORTING MAXIMUM SPACING � � ' 1 1, W SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION 1 STORY 72" OC Q Z QTYPICAL NEEDED FOR STRUCTURAL BRACING.FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 0 Y WHERE NEEDED MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC Z V WALL BOTTOM PLATE TO FOUNDATIONO O (SLAB-ON-GRADE) 1-2 STORIE> 57" OC W � I IF SUBFLOOR c Q GONG. SLAB DOORFRAME 6X6 10/10 WWM r l GARAGEJOIST COMPACT FILL 1 DOOR o-- USE 2X8 STEEL I FOR BLOCKOUT k� � 4" SLAB • P.T. PLATE ` . j• W/ 6X6 WMM \ SLOPE ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �` < 1 • ° (WITH A NAILING PLATE IF NEEDED) • e• •p • n• :• •• . TO BE APROX. 1/2" OR HIGHER THA • '4'a �� s • • STEEL BEAM TO ALLOW FOR SHRIN RA • a t'''a'-'''�-1' • • r. %� : '° V °C ' • •• (PROVIDE STRAPPING TO KEEP JOI$DS: �) y) _ - a c• a A G G G O •. 12" 6X6 W.W.M. a C�•-^ Q r.•• =��1 e p •a _ � ,r' , 7: DRAWN: MHMS SCALE: A a p a _ ° D ° w MIN. f.,E �• • •^ �'a L=•a ° II—II w�* JOB#: •' a REINFORCING BAR .O • REINFORCING BAR e O•°.° � DRAIN TILE I0 low 12 5 M October 09,2018 a ;a LTE < 0AM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • 1 �si, t,n� REINFORCE FOOTING WITH (2) y4 REINFORCING BARS. • 1 ,•,p' q GARAGE DOOR BLOCKOUT REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-81 COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8J COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �O° 0� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 4 EACH FACE DECKS 0 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2•8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILN construction means,methods,techniques•sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 SPACING ti M precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.C) � TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO U ti anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION �] ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE M r~ 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v °� '� or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO ti s STUD O.C. NAIL Sym.: � O eo attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y FSMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. `r 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. u x SYP P 16d COMMON SMOKE&CO2 DETECTORS n such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL .� U in table 3.15a-b. TOP OR BOTTOM 2-16clCOMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION r; e 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: z FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:length adjustment factors in table 3.16. FLOOR JOIST.BAND JOIST, 2-16dCOMMO FOOT SEE NOTE: FACE NAIL:1.2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDER ENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4.>?d COMMON masonry g SILL,TOP Jolsr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD w 5).Unless otherwise noted,all slabs on rade to be 3000 s.L.Concrete to be 2-Bd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BLOCKING TO: EACH TOE (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g O W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 attached with the above requirements. TO BEAM JOIST NAIL M [-� 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO Y�-� 8x16 cast iron foundation vent for every 150 sq.ft,of area. DECK AND JOIST ON LEDGER COVERED PORCH NOTES: 3;8d COMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 0 O N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP ) g P BAND JOIST 3-16d COMMO PER END 0 � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST JOIST NAILF_ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, � BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W into concrete with a minimum 1/2"dia x 7"loo anchor bolt with washers and nuts. H For framing members with<0.42<G<0.49,the nail spacing shalt be reduced to 6 inches o.c. V1 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 0 O 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPkCING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For 0,�/ Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. C) 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. A-I CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12'0.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS 6).Concrete piers shall be a minimum 6"above grade. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and&0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall Y h'g g PANELS 8d COMMO WFCM-SBC ) g q W anchors where applicable to all connecting joists. PLUMBING NOTES be used. �1 7/16"OSB 3"O.C.EDGE 6d COMMO PLYWOODO.C.FIELD 2 .Tabulated1 in h nil in i t 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O D ) 2 c o.c. a spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. W on plans. WALLBOARD 10"O.0.FIELD W O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O >•- other access openings unless otherwise noted(typical). FLOOR SHEATHING: Z Z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W W provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION Q 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. n Pp STRUCTURAL PANELS 8d COMMC 6"O.C.EDGE 0 Y 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1"OR LESS 12"O.C.FIELD Fri Z HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED V under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Z)O O and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFBiRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. W needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor V f.0 2 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick.4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final nailed 6"on-center at the panel ed g g g p system layout drawing and submit it to the General p edge.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 12 .Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edg?to obtain higher using parallel rows of studs or staggered studs. plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. m a+o 1).All electrical to be installed as per N.Y.S.Residential Construction Code. < � 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and %y, - 2).When wall sheathing is continuous ever connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members.the tabulated number of nail,shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. x.� f t' to have regular 1/2"sheetrock.All walls to be taped and finished. P P Y - DRAWN: MH/MS , 3).All electrical work to comply with 2014 NEC. to be reduced to]-16d nail per foot. SCALE: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of b > . 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or i. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. fit. JOB#: PP q PP g P torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR .' a October 09,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Cod . 1!°;� , ... SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR a P P a OR APPROVED EQUAL.INSTALL WITH CAP 5.7 SQ.FT.2ND.FLOOR) REMOlE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. ( AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: �` � � COVER TOP DENSITe(PER ASTM D 698 AND ASTM D 1557). COMPACT THE <� 'Q � �, SOIL A712"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY .,,'.: TESTED 3Y A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.