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HomeMy WebLinkAbout45098-Z OS�EFOL,�c Town of Southold ao� oGy� 1/31/2022 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42725 Date: 1/31/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 425 Cedar Point Dr E., Southold SCTM#: 473889 Sec/Block/Lot: 90.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/10/2020 pursuant to which Building Permit No. 45098 dated 8/11/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including enty steips,to existing single-family dwelling as applied for. The certificate is issued to Azmoun,Ali&Wendy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45098 8/30/2021 PLUMBERS CERTIFICATION DATED Aut ri e i nature TOWN OF SOUTHOLD ���g�FFO(�cOG� tH BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . o� ;yti SOUTHOLD, NY `3r.�znyru zl 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#: 45098 Date: 8/11/2020 Permission is hereby granted to: Azmoun, Ali 425 Cedar Point Dr E Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustee approvals. At premises located at: 425 Cedar Point Dr E., Southold SCTM # 473889 Sec/Block/Lot# 90.-3-19 Pursuant to application dated 4/10/2020 and approved by the Building Inspector. To expire on 2/10/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $342.40 CO -ADDITION TO DWELLING $50.00 Total: $392.40 Building or 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$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$15.00 Date. New Constriction: Old or Prc-existing Building: ✓ (check one) Location of Property: �� Jr cma it /0-/. �� _��a X61 p/c House No. Sheet Hamlet Owner or Owners of Property: f}L ZY 1/l DU � Suffolk County Tax Map No 1000, Section �f 7 Block TO Lot Subdivision Filed Map. Lot: Permit No. q,�Ks Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary�C.cLtificatc Final Certificate: (check one) Fec Submitted:$ (�J'U .y 41AA Appli an Sig t re pf SO!/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(cD-town.southold.n us Southold,NY 11971-0959 y' COUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: All Azmoun Address: 425 Cedar Point Dr E city:Southold st: NY zip: 11971 Building Permit#: 45098 Section: 90 Block: 3 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO Transformer UC Lights 2p' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 14 4'LED Exit Fixtures Pump Other Equipment: Hood, Gas Oven, Fridge, DW, Micro, 11' of Plug Mold , W/D Notes: Kitchen and Living Room Renovation Inspector Signature: cam(/" Date: August 30, 2021 S.Devlin-Cert Electrical Compliance Form OF SOUjyolo ( # } TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 L DAM/) DATE INSPECTOR 1 S of SOUryo� -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION ]� OUNDATION 1ST [ ] ROUGH PLBG. DATION 2ND [ ] "INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: 1� b Aft DATE INSPECTOR �Of SOUTyO # # TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION ZF] NDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATIOWCAULKING MING/STRAPPING . [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 10 I'-? INSPECTOR 5 C9 Ct 1*1 # *. T WN OF SOUTHOLD BUILDING DEPT. `ycouen��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [�] PRE C/O REMARKS: 6 DATE INSPECTOR -� (I ✓v �� 0lPS0UjH # f -TOWN.OF SOUTHOLDBUILDING DEPT. N ie 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ow o DATE INSPECTOR rag SO//lHp� Li 6C> Cc 1`V. I/ o # TOWN OF SOUTHOLD BUILDING DEPT. p`�courm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [, ] FOUNDATION 2ND [ ] INSULATION/CAULKING. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE y& CHIMNEY- [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �N—c_46n LIA111w, DATE INSPECTOR aoFsouTy --.. � o # # `TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `y�oormN�' 765.1802 s ., INSPECTION [ ] FOUNDATION 1ST [ ] 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�AISULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL AAASIM- [ ."] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ : ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ISh`�J �� ANSPECTOR INSULATION CERTIFICA... ;.te4 fi "a r. ELI CONSTRUCTION SPRAY POLYURETHANE FOAM ALLIANCE PCP CERTIFIED INSTALLER S00372 PROJECT'S NAME: Ali Azmoun ADDRESS: 425 Cedar Point Dr E Southold NY, 11971 DESCRIPTION OF INSULATION WORK PERFORMED R 49 - Supply and install 7" Closed Cell Spray Foam on floor joist spray R 21 - Supply and install 3" Closed Cell On exterior walls R 49 - Supply and install 7" On Roof Rafters Apok , J fit'" p a Vi till https://docs.gocgle.com/document/u/0/d/1110QVklC3QCdgLmscaZtwTar73dvyF73UuR7BJFE734/mobilebasic 10/20/20,7:04 AM Page 1 of 1 µt /f j -- ,l � J /`F y t , 1t 4 4n`. •� � Lr 1 .w= r v t -e r L � � r 3 F 6 y, t Y, i. 1 i 4 K ,r 4 �, � �~ ;. _ '� ��.. i�,�iw.�+J f�.w .fit (. � • pe yy-e Val a - �- � Y •��- fi'�.\1 � .;y1I.T-: _ '� � it,�. e -���+'� 1 _ kms"' �r 1 yn'u� �'* J r i «s• [,� Fw ♦. ,1 X � �' y � nl • y f It R� i�1"`.if'..� 7: _ .44. � tri _ t � 1 �" '� ,_+ j•"��� _ `�-,: .:��. �'.� �. � 1 i � y... �"` .! �r�•.c...�i2pJ:"f .moi <: r IB � p A r k u S 4' a Y r• :� K t�4. 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SprAd Ai w1 1 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20�6 Single&Separate Truss Identification Form Storm-Water Assessment Form _...-C411tact: :, Approved 120X =Mail to: Disapproved a/c APR 1 Tshoxi �n Expiration 120Z Bu In ector APPLICATION FOR BUILDING PERMIT Date�/��/, Q , 20ZO INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may.not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be]sept 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) socz-1110/d ✓V y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesI eo t, Az-m6(-4 (/1 (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. L. Location of land on which proposed work will be done: 2S Le - lO��� Old q House Number Street Hamlet County Tax Map No. 1000 Section LJ �ROOM Block 0J& Lot—3 – ( °l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Est ated Cost Fee (To be paid on filing this application) 5. If dwe ng, number of dwelling units Number of dwelling units on each floor If garag number of cars 6. If business, inmercial or mixed occupancy, spelify nature and extent of each type of use. 7. Dimensions of e 'sting structures, if any:,Front Rear Depth Height Number`,of Stories. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new c nstruction: Front 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 e situated 12. Does proposed construction violate any zo ing law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Wil excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect ddress Phone No Name of Contractor ddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a eshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PE ITS 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 distan es to property lines. 17. If elevation at any point on property is at 10 feet or below, must pro 'de topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O )) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw�r�n Q,before me tl day of 11,4091 f 20 . CEY L. Ddr^ER Notary i NOTARY PUBLIC,STATE Or NEW YORK Signature of Applicant NO.01 DWO3069QQ QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE oQ,j629, Ya � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9646 DATE: FEBRUARY 12,2020 i K ISSUED TO: WENDY&ALI AZMOUN 9i. PROPERTY ADDRESS: 425 CEDAR POINT DRIVE EAST,SOUTHOLD ' ` t SCTM#1000-90-3-19 �=• AUTHORIZATION 11 {°a Pursuant to the provisions of Chapter 275 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 February 12,2020, and 1 in consideration of application fee in the sum of$250.00 paid by Wendy & Ali Azmoun and subject to the <It I Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ® f L Wetland Permit to add an approximately 270sq.ft.seaward side addition,including six(6) steps down to access backyard onto existing 2,100sq.ft. two story dwelling with attached garage; and �y the existing seaward side deck is to be removed and not replaced; and as depicted on the site �i - plan prepared by Ali Azmoun,last dated February 5,2020,and stamped approved on x February 12,2020. 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 12th day of February,2020. Ma SAO- 4-4 IV �y�wr76;u��S: .2Z��36Fsi"1YT':�'3uy�r'"�vcR.�•rr�»�-,moi-.ntia�'^�mrrst�i�rt�n�����; - -xerww-rrr �j\ } 01214 . 1pcg Glenn Goldsmith,PresidentOQF S�UryOl Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J.Domino G @ Telephone(631) 765-1892 Greg Williams ® 4Z, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1885C Date: December 21, 2021 THIS CERTIFIES that the addingof f an approximately 270sq.ft. seaward side addition, including six (6) steps down to access backyard onto existing 2,l 00sq.ft. two story dwelling with attached garage; and the existing seaward side deck is to be removed and not replaced; At 425 Cedar Point Drive E., Southold Suffolk County Tax Map #1000-90-3-19 Conforms to the application for a Trustees.Permit heretofore filed in this office Dated December 16, 2019 pursuant to which Trustees Wetland Permit#9646 Dated February 12, 2020, was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the adding of an approximately 270sq.ft. seaward side addition, including six (6) steps down to access backyard onto existing 2 100sq.ft. two story dwelling with attached garage; and the existing seaward side deck is to be removed and not replaced. The certificate is issued to Wendy &Ali Azmoun owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-01269 PERMIT Under the Environmental Conservation Law CL Permittee.and Facility Information Permit Issued To: Facility: ALI AZMOUN AZMOUN PROPERTY 425 CEDAR POINT DR E 425 CEDAR POINT DR El 1000-90-3-19 SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718:807 NYTM N: 4545.461 Latitude: 41'01'51.6" Longitude: 72°23'49.9" Project Location: 425 Cedar Point Drive East, Southold Watercourse: Stillwater Lake Authorized Activity: Construct addition to single family dwelling in the footprint of existing wood deck. Plant and maintain 20'wide vegetated nondisturbance buffer. All work shall be done in strict conformance with the attached plans stamped "NYSDEC Approved" on 3/11/2020. (TSK) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01269/.00004 New Permit Effective Date: 3/11/2020 Expiration Date: 3/10/2025 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations;and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony ook,NY 11790 -3409 Authorized Signature: Date / /I QP)-0 Distribution List Bureau of Marine Habitat Protection THOMAS S KOHLMANN Page 1 of 6 .,fir,•^-� �, �su�Fcz,� ST(O R-A�J WA )EIRL Scott A. Russell --� �: SUPERVISOR N MANAGEMENT SOUTHOLD TOWN HALL-P.O-Box 1179 53095 Main Road-SOUTHOLD,NEW YORK r19nsky (}�- Town of Southold CHAPTER 236 - STORMWA.TFR MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE AAIY of THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) j ❑ A. Clearing, ' bbin , gradin or strippingof land which affects more than 5,000 square feet of ground surface- s El El 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 i 100 feet of horizontal distance. FA❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑[9 E. Site preparation within the one-hundred-year floodplain as depicted ! i on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S-C.T.M. 1000 Date: APPLCANT (Property Owner,Design Professional,Agent,Contractor,Other) Diittict NAME: 2✓L�rl _�z m©C4✓�— —`--t 3 •— ( --- tp Section Block Lot l UR 81.11'.Df h f)F.P:11?'i`ril;)`}T i iST C}NtLY Contactlnformltiore .1 Aryl�•�+P. Reviewed By: _ _ - ----- -- -- Date Property Adeiiess/ i.ocanon of Construct ion Work: ❑ Approved for processing Building Permit. Slonwvater Managemen( Control Plan Not Required. _S'o LC U �_`'- _ _________.- ( _l�-:�- a Stormwater Management Conirol Plan i�Required Worwaid to Engineering i)epartmeol for Revn:kv) For"Im - smcl)• -l"OS lIMAY 201,1 E OV, [E Town Hall Annex Tele phone(6310 �6�-1802 34375&Iain Road (63117 P.O.Box 1179 ®. roger rich artCAWN'0Uu%ioQ nyrusT 1 3 2020 Southold,NY 11971-0959 F i 4i ,Pu nP G D-� jT BUMDING DEPARTA ENT TOWNGFSOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: R r j Date: Company Name: ' Mame: - License No.: �- Address: z te—n V% Zo 5o07-At)Ird k)o Y 5-71 i . Phone No.: JOBSITE INFORMATION: (1ndicates required information) =Narrle: *Address: ell Cross Street: Phone No_: Permit No.:- j. Tax.Map District: '1000 Section Block: C Lot _ *BRILF DESCRIPTION OF WORK(Please Print Clearly) F i (Please C role All That A'ply) *Is job ready for inspection: YES NO. Rough lri Final *DQ-you need a Temp Certificate: YES 1 NO ' } Temp Information (if-needed) Service Size: 1 Phase 3Phase 100 150 200 300 300 . 400 Other - ; *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION r p n 82=Request for Inspection Form v� 3 -- o %. ' L� Tom Hall Annex Telephone(63) 6 1802 F 54375 Main Road P.O.Box 1179 G roger-richert _owl n-s�o .nVAM Southold,NY 11971-0959BuffiDING DE IT. . ply �o T 1 3 2020 I .r TOWN OF SOUTH[OLD APPLICATION FOR ELECTRICAL INSPECTION • t REQUESTED BY: Date' Cdinpany Name: F5. �._ Name: License No.: Address: Phone No.: // JOBSITE tNFOR7tATI:ON: -(*Indicates required infoftnation) *Name: *Phone No_: �� a Permit x - Tax May i cb 1000 Section- BloGk Loi *BRIEF DESCR6IPTION:OF.WORK(Please Print Cleady) (Please Circle All That Apply) i *Is job ready for inspection:_ YES ..NO_ Dough 1n- Final 1 *©o you need a Temp Certificate: YES! NO Temp information'(lf needed) *Service Size: 9 Phase 3Phase 900 9.50 200 300 350 . 400 Other i *New Servicer Re-connect .Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form X \\ PERMIT# ( � {� Address: Switches Outlets 9 , GFI's r _._Surface_ Sconces ' `V H H's Nlv UC Lts (� Fans Fridge HW Exhaust Oven Dryer Smokes DW. Service :Carbon Micro .I Generator. ._Combo------- - ----------------------Cooktop---------------- -:-------`firansr-------------- ------- AC AH Mini � r . f Special: �. e (% � .. Comments: i r � _ Town Hall Annex �� .y Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.AND/OR TIMBER CONSTRUCTION Date: Owner: Afa°r�4, F Atic. Z Wt,o z.t w, Location of Property: WZS �� �� �Y•� S��- ��� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting-tis form): Capacity(check applicable line): L/ Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be 661777 6611757 66111"7 66IV77or 46V77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ AT77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ■ ■ } ccR77 ROOF FRAMING x "FR77 FLOOR AN13 ROOF FRAMING STANDARDS AND CODES WENDY Er A LI AZMOUN 425 CEDAR POINT DZIVE EAS-r SOUTW OLD, NY 119 7.1 5.16 840 6449 631 7659306 EMalal. CVM TO: '8Dept 7,oww o-f S April 15, 2020 Enclosed please find the application form, 4 copies of project plans, DEC permit, Board of Trustees permit, and check in payment for the building department fee for $200 plus .40 per sf (275sf construction =$110.) for a total or $310. Please confirm receipt and let us know if anything else is needed to complete this process. We thank you for attending to this matter as expeditiously as possible as we have a schedule in place to start the project. Thank you, APR 1 6 P020 MAP OF LOT#64 . SURVEYED FOR FEB 5 2020 'NOTES: ALI&WENDY AZMOUN qTTTIA E * ONING DISTRICT:R-40. APPROVER O O THOLD CWN O, ! _ ,,,.. _-_!—SEPTIC SYSTEM,7EST HOLE, 603QRD Of$IIESUNT ,NEW YORK ' & WELL AREIAS PER SURVEY OF RODERICK VAN TUYL,P.C. TOWN:OF SOU'lRP DAR B CH PARK & ANTHONY W.LEWANDOWSKI FnED: ECEM.E 20,1927 SCTM # 1000.90.3.19 LICENSED LAND SURVEYORSSATE AO J2AS MAP 0 AREA = 27,436 Scift(To Tie Line) AS SURVEYED ON AUG 30,1996 ` f t�p� 0,63 Acres. & AMENDED Ol� MAY 16,1997, O-comelemonument found LOT COVERAGE(TOWN): _ F. STPS:90 S.F.'DECK:537 .F BR2 Sive DECK:54 83 S.F. STILLWATER LAKE GAR:497 S.F.=3,413 S.F. - _(3,413)/(27,435)x 100%=12A% °ev LOT COVERAGE(NYSDEQ: TEST HOLE HSE& ASR:2.1�TSTR/O SRK SIPS:54 S.F., q1, STPS:90 S.F.`DECK:537 S.F.•2-STY DECK.83 S.F. I wei°rBme& 97.77' 'POOL EQ:24 S.F.'PATIO:536 S.F.'POOL'480 S.F. da :tza7-fa 8RK WLK:135 S.F.'GAR:497 S.F. 1V�85°32'01"•E y— -- V TOPSOIL -4,58 8 S.F. 1� ^ _(4,588)/(27,435)x 100%'=16,7% qB, — ., „: aa'w I 'H +¢ � 1 0LOAM SAND & 4.5' 1 GRAVEL 6.7' 's+liVes WATER 6v9�lQ6ieGl J N A�-�Adl//le�r,L�-n iai� 3 m°Ial o,w, T . I1 Q.-....� ..... lel ground Iwj°. N - -- pool - o o 2-story p ' 0 !r8 shouseY. 0 garage 0 �dt /� I 40.51 , i- F S �. a h1/ • 1 In 1• \O �/ so ' �� l • A r � t I5.2' . -- CL Ale w"107 ' � i f f 8 1p aa�ytk I Y ' 1 -t iz1 X63°72 _. .__ �''?O'er. STORMWATER MANAGEMENT CONTROL PLAN MAP OF LOT # 64 SURVEYED FOR SURVEYED: DECEMBER 27, 2019 ALI &WENDY AZMOUN UPDATE: AUGUST 6, 2020 (S.W.M.P.) SITUATE SOUTHOLD TOWN OF SOUTHOLD 0 30 ' SUFFOLK COUNTY, NEW YORK MAP OF CEDAR BEACH PARK FILED:DECEMBER 20,1927 EXISTING LOT COVERAGE(TOWN): AS MAP#90 SCTiVI # 1000 - 90 -3 - 19 PROPOSED LOT COVERAGE(TOWN): *HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F. *HSE&GAR:2,152 S.F.*RIO BRK STPS:54 S.F. AREA = 27,435 Sq.ft. {To Tie Line) *STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. *STPS: 90 S.F.*DECK(P/0 TO REMAIN): 198 S.F. 0.63 Acres. *GAR:497 S.F.=3,413 S.F. _(3,413)/(27,435) x 100%= 12.4°/G *TWO STY DECK:83 S.F.*GAR:497 S.F.*PROP.HSE. ADD:294 S.F. PROP. STPS:72 S.F.=3,440 S.F. ■ = concrete monument found EXISTING LOT COVERAGE(NYSDEC): =(3,440)/(27,435)x 100%=12.5% (##) = proposed elevation *HSE&GAR:2,152 S.F.*R/0 BRK STPS:54 S.F. PROPOSED LOT COVERAGE(NYSDEC): *STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. *HSE&GAR:2,152 S.F.*RIO BRK STPS:54 S.F. SITE PLAN DATA/NOTES: *POOL EQ:24 S.F.*PATIO:536 S.F.*POOL:480 S.F. *STPS:90 S.F.*DECK(P/0 TO REMAIN): 198 S.F. *BRK WLK:135 S.F.*GAR:497 S.F. *2-STY DECK: 83 S.F.*POOL EQ:24 S.F.*PATIO:536 S.F. * PROPERTY OWNER(S):ALI&WENDY AZMOUN. =4,588 S.F. *POOL:480 S.F.*BRK WLK: 135 S.F.*GAR:497 S.F. =(4,588)/(27,435) x 100% = 16.7% *PROP. HSE.ADD:294 S.F.*PROP.STPS:72 S.F.=4,615 S.F. * APPLICANT: ALI AZMOUN. _(4,615)/(27,435)x 100%=16.8% * PROPERTY ADDRESS: 425 CEDAR POINT DRIVE EAST SOUTHOLD,N.Y., 11971 STORMWATER DRAINAGE CALCULATIONS: * ZONING DISTRICT: R-40. S.W.POOL#1: * FEMA FLOOD ZONES: X(0,2%ACF),AE6. ,STILL WATER LAKE *PROPOSED TRIB.HOUSE ROOF AREA=791 S.F. (PER FEMA PANEL NOS: 36103CO167H *RUNOFF=(791)x(2/12 FT)x(1)=132 C.F. &36103CO169H EFF. DATES 9/25/2009) floating dock *USE 8'0 S.W.POOL WITH 42.24 C.F./V.F. Q FLOOD ZONE *V.F.REQ:(132)/(42,24)=3.1 V.F. * ELEVATIONS ARE REFERENCED FLOOD ZONE E AE 6 *PROVIDE:(1)-8'0 x 4'DEEP S.W.POOL TO N.A.V,D. 1988, PANEL#:36103CO167H RT EFF:9/25/2009 d average high E watermark 97.77 * SEPTIC SYSTEM,TEST HOLE, N 85o32'01n E daSa:12-27-19 &WELL ARE AS PER SURVEY OF RODERICK VAN TUYL,P.C. EIv:4.6' LINE Al ;.. &ANTHONY W.LEWANDOWSKI a.s' TIE •seaside lavender �� I •rosavirginiana LINE LICENSED LAND SURVEYORS 32 \ FLOOD ZONE PANEL LINE *black eyed su an AS SURVEYED ON AUG 30,1996 `tea° a fisting buffer stone le E m.f. &AMENDED ON MAY 16,1997. FLOOD ZONE 3 zone(per nys elc) I _ZCN — — o.a'e AE 6 (20'+/- FLODyryU� F` FLol `0 ZACF) \g� _� TC CIO c e 6 °° W 6 V av ty to + �s osed 3 metal fence bales Proposed ------- —\ s.w. I•gI' 8'H x 4'Deep D ell pool wood deck test ld #1 r v in ground (to be hole STRAW HALE DICE DETAILS Poo/ ° removed) nj � (N•T•S•) 1 O - 0 - Lir:rop. °' N .A.vlov�',• y,_, - - -- - / marble exist. — ^s rc I Patio roof =`rr 2 F 0 drain 61 4" F— - -- m I.g• °' oil. 1°' I� cci C.P.P. I•AE .c; �_ 'rcl "M - 5.7' .8 �, ' T(r��c�`A A(Vl— c9' 0°'9 ',,..I steps L 25.7 36.5' o �, ac n propto 9 -� V ^` oAnE�TAATFLM,I„NET•DR exlsL G sto a O ^' 8.4' ry 'I dr BERD(.T s.) �CHGRING DETAIL rAN a roof m frame ,mH � N.BALEE.E. o addition 1 ti Do NI T.R.) drain proposed i 1 3 ropose `T 15.5 ood cont. tributary roof deck washout metal fence /drainage area prOP' eac O N m (791 s.f)�ff,-12.7' �J O�' © 4'0xJ(ISC.0 oy, ""'""" �a•°CAST OGRAD covEa /�� Q" e•THICN PRECAST TO GRADE 3 2-Sf�'J _ VC CONCRETETRAF— OR e�p frame house EEARINGSUE. t<•OCONCRE ECOVFR © ppool �eII / &garage a M IT M N..3C•NVU BELO"'A"' DSO tperowner) 222' g g y� fence) # FINIRHED GRADE f.f.=12.7' © / \�., cont. 9•f=10.7' 11.3'w p PRECAST o F,1 apron a CONCRETE IAN NEED 26.3iE:LI -.1 HaS Fa ...:.,:- CHIMNEY O IN ® � EDI cc / cF —7 00 ' 31 ons®®� t�o 40.5' o®CE! pro GoRR. Saes de Gl'e,`�rhs, V. O A.. / I V\J(O I j- — DU co PLAsnc PIPE G� epF CC 9,V.S�� 7'w© !�Y V� - Wll I�I� tTYPI yrc/hs� cOa ta° \©S•• / 8 614 icy Ir ,° yLYi En oo®te d I-� a \ ..Y� t' IOD N _ o® 4-DEEP =Ma o.'0) �PRECAST �0 II1I G'2Tjo h9ae O N c - 13 E2 OQ CONCRETE hill E '9j/Ow yb h l�s'r \ / c.°n proposed = ® LEaGHINDwNG. _- a� y - cont. es t i x washout CLEAH,ANoacRAVEL oo °; 8 // / FLOOD ZONE I �AT -0•D""�" PANEL#:36103CO169H 15.2' NM1 LEACH POOL DETAIL 6 EFF:9/25/2009 FOR STORM WATER POOL#1 pL / do frame a 9 2:2 2 m garage g.f.=7.8' 22.3' O 9F6�O2F �jOO,1Z�<o�� ��2G\-°O' \\ �ti° �� rt g + ID `� A AUGi -o CD1 20OF Awl ' o o �"�I•�F`9�i�q`Ye.o I � DDO�C� �P �,$�'� A�{_I.' Well yQ`o�t,GAL(gC� O TEST HOLE * : _ TOPSOIL '��. ' ae'9b/k Y 1.5 . prOn OQLOAM r o F+. 6�O UNAUILKNONOFLTESERpATNi OFNEWYORKsfAI 1- 0 009 �•� F9a°de aV�e rS�rh Z2, OPIES OFTHLSGURVEY NAP NOT SEARNGTHELWD GURVEYORE �^ e`rs L� (,I�Q 9S �i NNEDSFALOR EMBOSSEDSFJ.I.SULLNOIBEttIItS10ERE0 TO BE S 4 (`} AVALID COPY GUARANTEES OR CERIIF TONS INDICATED HEREON ^J 4.5 ' v r-q,. c, r� ✓ - •� ®'r SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED O4A NQ Sv SAND & ` FFo"' " he �, 4- ANDON DHIS BENALFTOTHETDLECOMPANOOVERHEASLAOENC e/,• O LC �b 0 THE LENDIINGNG GINITIIURON.ED RANTEESORCETHEASSONEES rC/ h.{'jt a0 OF THE LENDING INsi1TUTiON.cUARAMEES OR CERTRIGIONSARE TRAN JOH ER GRAVEL ?e e�F ked/�h�h UENT NOTOWFNERS.UNRABLETOADU—ESANNDPoLELOCATOSNSAREENOT LAND SURVEYOR 6.7 ' yp 9y•Oh eSS DED O°enGRF5CORTGAADORGUDsuaFACEsaDDR R6 O ,6 V UNNECORp®ARE NOi GUARANIEEDUNLE55 PNYSCALLY �'•rJ a e�� THETMEOPTHEGURVEY.THEOIF EI 59 FLORENCE DRIVE EEA`EFORA`PE=F RPO;E E.m=ER ro NEPRGPT WATER LINEN ARE FORASPEC6G PURPOSEAND UGETHERE OREARE NO "DOLS C/,TOS PUMIN�AREAS�GOTONSTTOG ONG OTHER MANORVILLE N.Y.11949 CONS RUCTION.NO CERT.CA ON MADEAs OTHE EXS ENCE OR NON EAIGTENLE OF FASEMENIs OR ROHIGOFWAYAFFECIMG THLs RECORD ARE LOCAHERE N ONLY COPT S OF INSTRUMENTS (631)-874-0400 oARESHOWN NEREONONLY IF COPIES OF THEINSIRUMENfs LAP LAP - ALT. BEND J� CODES AND 5TANDAfRD6 CAST- IN-FLACE: CONCRETE NOTES -- -- U PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES IN THE LOCATIONS INDICATED: 2x PRESSURE TREATED 1_ ALL WORK SI-TALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW SILL PLATE YORK STATE (2015 INTERNATIONAL BUILDING CODE) DATED EFFECTIVE 2016_ THE LATEST EDITION OF THE FOLLOWING CODES SHALL ALSO APPLY t0 THE WORK LOCATION STRENGTH (F'c) AC;CsRECxATE SIMPSON TITAN HID 5/a" DIA. FOOTINGS AND FOUNDATION WALLS 3500 PSI NORMAL WEIGHT 32"o.c. (6" CONCRETE EMBED.) A- ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" B- ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" 2_ REINFORCING,STEEL SHALL CONFORM TO ASTM A615,GRADE 60, C_ NDS- "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 3. ALL DETAILING,FABRICATION,AND INSTALLATION OF REINFORCING STEEL SHALL COMPLY WITH THE LATEST WALL-/EOOT I I G INTEfR5ECT I ON6 ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",ACI 315_ LAP = 40 BAR DIA. (24" MIN.) 10" D.. (EGG -2015 INTERNATIONAL ENERGY CONSERVATION CODE 4, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE PER SECTION 1.7.1 OF ACI 318,UNLESS OTHERWISE E. ALL FIXTURES 4 LIGHTS SHALL BE HIGH EFFICIENCY "LED" LIGHT BULB. INDICATED OR SHOWN. a • ° • (4) - M4 DOWELS a " F. ALL ELECTRICAL 4 EQUIPMENT SHALL CONFORM To THE NEW YORK STATE 5. UNLESS OTHERWISE INDICATED,REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE °a ° ° ° d ° ° e 1'-011 03 TIES 4 GROSS FIRE UNDERWRITER'S REQUIREMENT CAPACITY(CLASS A)IN ACCORDANCE WITH ACI 318_ ° ° • ° a ° ° a TYP. TIES g 12„o.c. 6_ BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. ° GENERAL NOTES ° ° ° ° • ° a ° ° � ° � ° a ° II a• � lU- 05 BAR "1_ ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION "a ° ° d ° ° a I. THE STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONSTRUCTION OF THE TRAFFIC OR CONCRETE. TIE WIRE SHALL BE 16 GAUGE CONFORMING TO ASTM A82. ° ° ° �, ° °° a ' ° I� BUILDING HAS BEEN COMPLETED_ THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE ° ° a ° ° 1 _ 2" CLR. TYP. 8_ CONCRETE COVER SHALL BE AS FOLLOWS IUAN) RESPONSIBILITY OF THE CONTRACTOR JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE ,c1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(3-INCHES) ° � a•1 °° � � 1 � lo RESPONSIBILITY OF THE CONTRACTOR CONTRACTOR SHALL DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING,BRACING,SHEETING,SHORING, B. CONCRETE EXPOSED TO EARTH OR WEATHER. ° •u- ° AWk ETC.LACK OF COMMENT BY THE ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE ASPECTS OF WORK No.6 THROUGH No.18 BARS(2-INCHES) • No.5 BAR,W31 OR D31 WIRE,AND SMALLER(V-INCHES) FINISHED GRADE ° ° •° a 2. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WITH EXISTING (SEE SITE DWGS) D 2H MIN. o FRAMING INDICATED ALONG WITH ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS AND OTHER PROJECTtE. CONCRETE FOUNDATION i 2" TYP, CIODRAWINGS.NOTIFY ENGINEER IF DISCREPANCIES,UNFORESEEN CONDITIONS,DISTRESS,AND/OR CORROSION ARE WOOD NO I S; � WALL (SEE PLAN) DISC0vERED FOR A CLARIFICATION PRIOR TO CONSTRUCTION. 3, HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS,EXCEPT AS SHOWN ON STRUCTURAL ALL $TRucTURAL WOOD SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN STANDARD FOR WOOD STEi=PE ED WALL FOO MNG CONSTRUCTION LISTED UNDER CODES AND STANDARDS ON THIS SHEET. _ DRAWINGS WITHOUT THE ACCEPTANCE OF THE ENGINEER 2_ STANDARD DRESSED SAWN LUMBER SHALL BE AS FOLLOWS: 4. IT IS INTENDED THAT ALL MEMBERS BE FABRICATED AND ERECTED FREE OF SHOP AND FIELD SPLICES UNLESS A_ DIMENSION LUMBER- DOUGLAS FIR-LARCH(NORTH)NO.2 OR BETTER /'�t �/ I I J� J� OTHERWISE FOR E IF FIELD CONDITIONS NECESSITATE THE NEED FOR FIELD SPLICING OF MEMBERS,SUBMIT ��� S 1 L L �L ATE- CONNECTION I (ON 3 T I �- �OUND AT I ON E TA I L 5 2 f l E fR TY�E �1 LOCATIONS FOR ENGINEER'S ACCEPTANCE. 4 3_ LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: - - - - -- A. MODULUS OF ELASTICITY = E = 1,900,000 PSI FLEXTURAL STRESS = Fb = 2600 PSI - - �����N �O��� / ��I 1���I� SHEAR STRESS(PARALLEL TO GRAIN)= Fv = 285 PSI 5- PARALLEL STRAND LUMBER(DSL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: z I_ FLOOR LIVE LOADS: A_ MODULUS OF ELASTICITY = E = 200,000 PSI LOCATION LIVE LOAD FLEXTURAL STRESS -- Flo = 2900 PSI ROOF(DEAD LOADk 15psf 20 PSF SHEAR STRESS(PARALLEL TO GRAIN)= Fv = 290 PSI WOLMANIZED - SERVICE LEVEL 20 RES DENTIAL DWELLINGS 40 PSF Q BEDROOMS 30 PSF &_ ALL PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION(APA) DOWEL INTO EX.(REFER TO Q SPECIFICATIONS AND AS FOLLOWS: NOTES FOR MORE INFO) � Z 2 ROOF SNOW LOAD: A. WALL SHEATHING:1/2"EXTERIOR,STRUCTURAL 1,SPAN RATING WALL-24 MIN.(U.ON.J FASTEN WALL SHEATHING 70 8"X12" SCREENED GROUND SNOW LOAD = Pg = 25 PSF l SOUtHOLD, NY) FRAMING WITH ed COMMON a 6"ON-CENTER AROUND PANEL EDGES AND 12"ON-CENTER INTERMEDIATELY(IN THE FLAT ROOF SNOW LOAD = PF = 0.1(CeXCtXIXPg) = 1925 PSF - USE 25 PSF MIN FIELD)UNLESS OTHERWISE INDICATED. PROVIDE BLOCKING AT ALL PANEL EDGES TYPICALLY. AIR VENT TYP. O SNOW EXPOSURE FACTOR = Ce = 1.0 I SNOW LOAD IMPORTANCE FACTOR = 1 = 1.0 B ROOF SHEATHING:5/8"EXTERIOR STRUCTURAL 1,SPAN RATING 24/0 MIN.(UAN). FASTEN ROOF SHEATHING TO ROOF W THERMAL FACTOR = C = 1_I FRAMING WITH ad COMMON 6 V ON-CENTER AROUND PANEL EDGES AND 12"ON-CENTER INTERMEDIATELY(IN THE 3. WIND LOAD (ASCE - METHOD 1). FELD), W ULTIMATE WIND SPEED = V = 130 MPH (3-SEC GUST, SOUTHOLD, NY) FLOOR SHEATHING:3/4"EXTERIOR,STRUCTURAL I,WITH A SINGLE FLOOR SPAN RATING OF 24 oc MINIMUM. FASTEN WIND LOAD IMPORTANCE FACTOR = Iw = 1.0 (CATEGORY I I) C. 71 FLOOR SHEATHING TO FRAMING WITH WOOD ADHESIVE AND ed COMMON a 6"ON-CENTER AROUND PANEL EDGES COLUMN (SEE PLAN) 2 WIND EXPOSURE = B AND 12"ON-CENTER INTERMEDIATELY(IN THE FIELD). T.W. = MATCH S-4 rtoo �. PRESSURE TREAT ALL ROUGH CARPENTRY ASSOCIATED WITH CURBS, CANTS,HAILERS, SECOND POUR AFTER EXISTING W COMPONENTS rLADDINO NET WIND FRF-SSURES IN CONTACT WITH MASONRY OR CONCRETE, AND SIMILAR, AS WELL AS WHERE INDICATED SLAB-ON-GROUNDBF - -3,40" q (D �- ON DRAWINGS. HAS BEEN CAST E:FFEGTIVE i\ALL / ROOF WALL NEGATIVE WIND ROOF NEGATIVE WIND BELOW GRADE POSITIVE WIND PRESSURE (ZONES 4 / PRESSURE (ZONES 1 / 2 / 3 - 8, NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 FASTENING WIND AREA PRESSURE ZONE 5 - SUCTION) SUCTION) SCHEDULE, OF THE 2015 INTERNATIONAL BUILDING CODE_ I t 10 SQUARE FEET 28.1 /16.2 P5F -30.5/-37.6 PSP -25.1 l-44.8/-662 PSP e_ ALL WOOD SILLS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH %11 DIAMETER 1 EX15TING FOUNDATION ANCHOR BOLTS LOCATED 8-INCHES FROM ENDS AND CORNERS AND INTERMEDIATELY WALL TO REMAIN (V,IR) 20 SQUARE FEET 26.8/ 14.8 P5F -2q.2/-35.1 PSF -25.0/-41.2/-61.01 1F5F SPACED AT 32-INCHES ON-CENTER MAX. THERE SHALL BE A MINIMUM OF (2) ANCHOR 1 BOLTS PER SECTION OF PLATE_ PROVIDE A MINIMUM OF 8-INCHE5 EMBEDMENT INTO CI SEE PLAN 50 SQUARE FEET 25.2/12A P5F -2"1.5/-31.8 P5F -24.1 /-36.5/-56.2 P5F CONCRETE. EXISTING 100 SQUARE FEET 23.01/11.4 P5F -26.3/-2q.2 PSP -232/-32.01/-51.01 PSF FOOTING TO } I W LONG RErtA1N (V-11=-) I / ! u °00 5QUARE 21.0/-PSF -23.3/-23.2 PSF - REINFORCEMENT SHORT REINFORCEMENT 1 Z NEW WINDOW FEET -6"x2'-8") TYP. ! W INTER,10, SECTION II II I OLF��IDT ONNOTES �!4EW 2x10® I6" oz. If - i NOTES: ! F= 1_ THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON CONTROLLED STRUCTURAL FILL OVER ( - vi VIRGIN SOILS HAVING AN ASSUMED ALLOWABLE BEARING CAPACITY OF 3000 PSF (VERIFY IN 1. SEE COLUMN FOOTING SCHEDULE FOR DIMENSIONS AND REINFORCEMENT. / w FIELD,_ SUCH BEARING STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOT'=D I I j 2. ELEVATIONS SHOWN IN PLANS AND/OR DETAILS ARE BOTTOM OF FOOTING F20= 3'-fo" F20=-3'-6" LL, ON THE FOUNDATION PLAN_ HATCHED AREA ELEVATIO?J5.FOOTINGS SHALL BE LOWERED WHERE ACTUAL SOIL BEARING P1= -6" P1=+0'-6" 2. CONSTRUCTION OF NEW FOOTINGS SHALL ENSURE NO STANDING WATER IS PRESENT IN THE I CAPACITY REQUIRES A LOWER ELEVATION. REFER TO GEOTECHNICAL REPORT. INDICATES EXISTING � DECK TO BE REMOVED I BOTTOM OF THE FOOTING EXCAVATION DURING CONCRETE PLACEMENT. NO FOOTINGS SHALL BE 3. COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS OTHERWISE SHOWN. VE (2)2xF47-1I � z I CONSTRUCTED ON FROZEN GROUND, AND/OR LOOSE/SOFT SOILS. ALL SUCH SOILS SHALL BE O z REMO`/ED AND REPLACED WITH CLEAN CRUSHED STONE OR ADDITIONAL CONCRETE. FASTEN(2)2x8 W/ y. f }f 0 ¢ p 3, THE BOTTOM OF EXTERIOR FOOTINGS AND INTERIOR FOOTINGS IN UNHEATED SPACES SHALL BE ! I LU528-2 BY SIMPSON I �':: >',n, v o O AT LEAST 3'-6" BELOW FINISHED GRADE FOR FROST PROTECTION - VERIFY MINIMUM FROST - - j COLUMN00 FOOTING TYPICAL `� STRONG 71E �; U H PROTECTION WITH FINISHED GRADES PRIOR TO POURING CONCRETE_ - - / C) -- .._-.---.._----------__.__-- ____-_ EXISTING FOUNDATION ' '' AREA OF WORK 3 '�''.,�: . .r : � ( x � o 4_ ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING AND N ---- ------ ---------------------------- ____ WALL 70 REMAIN (V.IF.) � � N FROST HEAVE DURING THE COURSE OF CONSTRUCTION. 1 5- FOUNDATION WALLS SHALL BE TEMPORARILY BRACED t0 PRESERVE STABILITY AND PREVENT NEW 2x10 a I6 o.c. 2x8 " U MOVEMENT, SETTLEMENT, OR COLLAPSE DURING CONSTRUCTION OPERATIONS. COORDINATE WALL REINFORCEMENT _ n N BRACING, AND STRUCTURAL SUPPORT WITH PROPOSED CONSTRUCTION. /� 1 0'G TEMPORARY SHORING, -�� i � � ;UP - BRA I I _ .. � ., J 1 I .;..,. FASTEN(2)2x8 W/ ! ` 6_ IN AREAS REQUIRING FILL, THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED MIXTURE OF � i i SAND AND GRAVEL-SUBMIT PROPOSED FILL MATERIAL FOR REVIEW PRIOR TO PLACEMENT. ADD l2)"5 BARS ALL AROUND. LUS28-2 BY SIMPSON ! I V ' STRONG TIE _ S HALL.IBE COMPACTED WITH APPROPRIATE IEQUIPMENT TO A BEFORE OF ggq COMPACTION- EACH LIFT ' I .............._..__ � EXTEND 24 MIN. BEYOND EDGE OF ITS MAXIMUM I I Z_ cu DENSITY AT OR NEAR OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DI55-1 (MODIFIED ! ! I --- -- - OF OPENING. �,. w PROCTOR). A SOILS TESTING LAB SHALL TEST THE FILL MATERIAL BEFORE AND AFTER ! EX.BASEMENT T.W. = MATCH N F CONFORMANCE WITH THIS SPECIFICATION. DO NOT PLACE LIFTS WHEN ;ti - i _.._.__.._ WINDOW EXISTING W COMPACTIO OR WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONCENT OF THE FILL CANNOT BE 2x Lu Z PROPERLY CONTROLLED_ I I ADD (1) 05 BAR x 4'-0" W EACH CORNER EXISTING NEW WINDOW Z N 'i- DO NOT DAMAGE NOR DISPLACE CONCRETE WORK ALREADY IN PLACE BY CONTACT FROM j FOOTING TO (1'-6"x2'-8")TYP. COMPACTION MACHINERY BY SUBJECTING IT TO OVERTURNING FROM HEAVY COMPACTING ! ! ! ! REMAIN IY.LFJ ' ~ LOADINGS OR ANY OCHER CAUSE WHEN PLACING AND COMPACTING FILL AND BACKFILL I ! M_ U - ! F2.0= 3'-6" F2.0=-3'-6" N .° MATERIAL_ i ! BF. - -3'-6° PI=+O-6" P1= '-6" a i ! T.W. = MAS CH BELOW GRADE + W m �' 8_ PROVIDE A VAPOR BARRIER BENEATH SLABS-ON-GRADE CONFORMING t0 ASTM E 1'145 (CLASS ! TERMINATE INTERRUPTED BARS EXISTING A)MINIMUM SUCH AS 10-MIL STEGO WRAP BY STEGO INDUSTRIES (wwwstegoTndustrTeszom)_ ! ( I F- �I OF SINGLE LAYER W/ STANDARD / o N USE BIGF00T PEER AS d s } ~ o, o" 1 4 C U --- i 3'-0"x4'-6" F. _ -3-6" r H - �, C14 C14 c14 ch APP - - -- - - ---- - j r HOOK ADD AT INTERRUPTED r- ACCESS DOOR BELOW GR" C14 C14 AN ALTERNATIVE FOR , c 3 0 OVED AS NOTED , ! BARS IN DOUBLE LAYER, PIERS AND FOOTINGS j o o �, o moo -- - -- U-SHAPED BARS TO MATCH WALL m = co 0o t) DATE a B.P.# OCCUPANCY OR '!` D) ; '' -------_-_-„ REINFORCING SPLICE 13 11. �` FEE: 8Y: - _ cFer USE IS UNLAWFUL DOWEL INTO EX.(REFER TO I`dOTIFY BUILDING DEPARTMENT AT 765-1802 GAM TO 4PM FOR THE WITHOUT CERTIFICATI I ' ' /� NOTES FOR MORE INFO) ( - , q Oi Y�'44 FOLLOWING INSPECTIONS: TY�1 CAL WALL OMEN INCA IRE: IN=ORCEEME:NT' NOTE: REINFORCEMENT DOWELS SHALL BE DRILLED INTO EX. 1. FOUNDATION - TWO REQUIRED OF OCCUPANCY HOUSE: KEY PLAN131-01, v.IF.) WR��LTI�H HIT MAX (511 MIN.EMBED.). SHALL BE ANCHORED FOR POURED CONCRETE 2. ROUGH - FRAMING F� PLUMBING N.T.S. (G I F�CUL-,4i, OFEN INCA S 11„1 I L-,4R) ).CLEAN DRILLED _ f. -', I HOLES PRIOR TO ANCHORING REV.BARS W/EPDXY ADHE61vE.' r ATION 4, FINAL - CONSTRUCT,ON MUST r c• ++� Dont?ctG_IREngl CT10e. �'eRC REbtlii3ED * �Or SSI � �► BE COMPLETE FOR C.O. Contact TOS Engin rin, at 765.1560 before -- O ALL REQUIREMENTS SHALL MEET THE Backfill,OR Provide h Engineer's Certification I �'fi�Oi�OS�1� �®t.tN_�___� I �ON PL �N � REQUIREMENTS OF THE CODES OF NEW that the drainage has been Installed to Code. ��-�-• DESIGNED BY: MA YORK STATE. NOT RESPONSIBLE FOR S-� SCALE: 3/0" = 1'-ta" NOTES: W DRAWN BY: MA DESIGN OR CONSTRUCTION ERRORS. 1. VERIFY ALL EXISTING DIMEN510N5 Q, All exterior lighting 2. "Fx" INDICATES FOOTING SIZE,REFER TO SCHEDULE FOR DETAILS. SCALE: AS NOTED installed replaced 3. "T.W." INDICATES TOP OF WALL APPROVED BY: AJP COMPLY WITH ALL CODES OF + p ced or 4. "B " INDICATES BOTTOM OF FOOTING FROM GRADE (ASSUMING GRADE = 0'-0"). NEW YORK STATE & TOWN CODES repaired shall conform 5. "P-" INDICATES PIER TYPE AND TOP OF PIER ELEVATION FROM GRADE PROJECT NO.: 20026 (ASSUMING GRADE = V-011). DATE: 3/17/2020 . AS REQUIRED AND CONDITIONS OF to Chapter 172 '-38dTHf ,��1 of the Town Code cn v� ' APR 1 6 2020 r SB '.Ia BOARD pSHEET NO. -77N SOUTHCILDTOWNTRUSTEES ELEC i t�a110 N.Y.S.DECINSPECTION REQUIRED - o 0 SHEA NALL SHEATH N5 5(�HEDULE SHEATH I NC NAI L I N5 REG2U REMENTS LOGATI ON SPAG I N5 WALLS Sd COMMON NAIL (0.151 i1b 5HANK) - BLOCK ALL SEE NOTE 6A PANEL EDGES (NOTE I). USE OF 0.113" 4P 5HANK I5T FLOOR 5EE PLAN BOX NAILS ARE NOT PERMITTED GYP. UNIT 51DE WALLBOARD 56REW%4" TYPE 'W'OR '5 #b 5GREN ALL FLOORS 7" EDGE,l" FIELD NOTE5: I. ALTERNATE ATTACHMENT5 FOR INTERIOR SHEAR WALL5 ONLY: 0.120"NAIL,MIN.%6"HEAD,134"LONG,OR Ib-GAGE 5TAPLE5,V2"LEGS,I%"LONG,OR 0.0915 0 x IYW,IY64"HEAD WALLBOARD NAIL. 2. ATTACH 2x BLOCKING ON EXTERIOR WALL5. ol 38'-10" IV.fFJ oo 1 1 i ! i i ' I : I I i i EXISTING ROOF TO REMAIN a I 0 GARAGE LIVING ROOM !L _�( - - - - - c;6 II i I i II N rvoo I i ul I �- I e I LJ_ I I I W 10. 0 -- ------------ Q r O A a _ OVERBUILD OVER X G ROOF. ENTRY � u --- - ---- -- -- -- - ---- - --..------ - ----� -- - - HALL `� _XISTING R TO REMAIN NEW DOOR' ------- -- - ----- . _.. .....-- - -------- ... — - - - - -------- --_------- ----- 41-4 --- -- 4'- /„ 10'-8" INDICATES SHEAR - WALL TYP. l 2x8 (3)2x6 - uj — - - - ------ W-2" - - - -- - - --- -------------- - fi _ i EX. BEAM TO 4 Il 2 c , : X. A t0 E 8 1 (VIF-. uj I _ ------- TF,- SPACING -------- - REMAI WREMOVEDm�Ni---------- x "z l25" LVL NEW BEAM E3_ OW EX.mAREAvSHIADEDw/1INDICATES NEW l2 2x4 POST "' PROPOSED FLOOR 32x8EISTINGROOF TO'!REMA ) o EX.BEAM TO REMAIN x PSLPOSTWITH ------- .. ....-... - - ,.._._.. - E=b COLUMN CAP BY SIMLu TRONG TIESAD RE FSON 5„� � i ; EX. WALL TO BE (3)2x10 ,� � LnIN ICATE NEW REMOVED R)OF PAP a QR 6_ H E POST ABOVElU�"X5Y" POST WIT CCUI NEW RIDGE BEAM l2 10®Ib o.c.) COLUMN CAP BY SIMPSON Ek15TING ROOF TO REMAa(2) I/a,XIV4 LVL ri STRONG TIE (BEAR 01v EX.-- LALLY COLUMN THAT;ISNEW BEAMU B.N. 85----__ SUPPORTED ON EXISTING J2'x2'x12" FOOTING (VERIFY IN xFIELD) Ii � �' zUPIOU FT xo - - ui D BL RA ER - 1 - - iIEXISTING ROOF TO REMAIN OR 51CYL16HT F BEDFRAi�ING T'fP. �; - DINING ROOM � - 1Ll w7- I L. ! I NEW SKYLIGHT04 HATCHED AREA UINDICATES EX.DECK `;' o aTO BE REMOVED a m '0NE RO'� � EX WALL TO I EX WALL T� lam. p -('OSED- 1 '"u � :REMAIN TYP ECK To BE REM WALL EX.RMOYED 0 1 = c!D BE Q in M MIL 01 0411) sp010 ,00EXISTING NEW PROPOSED v m = 00 00 V ASPHALT ROOFSHINGLES TO MATCHcrer EXISTING. EX. DECK TOREMAIN-------- -- ------- — - -_._.-___.__.__.._______._____ ___. ____-.--_-____._Il'-6" (V.IFJ 19'-9" (V.IFJ 13'-3" c�DESIGNED BY: MA 2ROF05ED ROOF PLAN I15T FLOOR FLAN DRAWN BY: MA a5.2 SGALE: 1/4" = I'-0" S-2 5GALE: 1/4" = I'-0" SCALE: AS NOTED NOTES: NOTES:1. VERIFY ALL EXISTING DIMENSIONS 1. VERIFY ALL EXISTING DIMENSIONS O� APPROVED BY: AJP 2. ADD 2x10 a 16"ac.RAFTER IN SHADED AREA 2. B.H.*85: BETTER HEADER*85 = (3)1.15"x11815" LVL Wl(2)y"PLT5. QPROJECT NO.: 20026 3. EACH WINDOW OPENING SHALL HAVE (2)JACK STUDS AND(2)FULL HEIGHT STUDS ON EACH SIDE. 4. SPEC FOR NEW WINDOW AND DOORS: ANDERSON,CLEAR GLAS5(OR EQUAL).MEET OR EXCEED U COEFFICIENT OF � DATE: 3/17/2020 035 e SOLAR HEAT GAIN COEFFICIENT OF 0.40.5. SEE GENERAL NOTES ON S-1 FOR WOOD CONSTRUCTION NOTES AND STANDARDS. o SHEET NO. 6. '®' INDICATES SIMP50N STRONG TIE HOLDOWN AT BASE OF WALL AS SHOWN IN PLAN. REFER TOTYPICAL DETAIL 2/S-1.REFER TO HOLDOWN SCHEDULE ON THIS SHEET. 1 "- - " INDICATES SHEAR WALL.REFER TO SHEAR WALL SCHEDULE ON SHEET S-3. o 8. " X Y" INDICATES PLYWOOD NAILING ON CENTER SPACING. "X" INDICATES EDGE NAIL ON CENTER AND "Y" INDICATES FIELD NAIL ON CENTER SPACING. REFER TO SHEET 6-3 FOR NAIL TYPE. t EXISTING TO REMAIN 1%" WIDTH PIEGE5: • MINIMUM OF 3 ROWS 16d NAILS A7 NEW PROPOSED SKYLIGHT 12" o.c.FOR UP TO 3-PLY BEAMS. WINDOW • MINIMUM OF 2 ROWS OF Y" DIA. BOLTS EXISTING TO REMAIN NEW PROPOSED ROOF AT 12" o.c.FOR 4-PLY BEAMS. (MATCH EXISTING PITCH) EXISTING TO REMAIN 0 --------_-._..--- ------------------- NEW lx8'" FASCIA W/ ------------------ __ .......--- --- - --- GUTTER (SEE DETAIL) FASTENING MULTIPLE MEMBERS HATCHED AREA INDICATES NEW uj EXTERIOR SHEATHING Lu _- ._...._.... . __..__..__._.__... _ (SEE NOTES ON 5-001) 1 I --- --- - - - - ... -- ---- ...-- -- -- .............. - -- -- ------------ - ----------...- _ --- _ -_ PROPOSED ADDITION - ._ ... _ ._ - ---- - - - - -- - -- NEW SIDING TO MATCH --- -- ---------- - CORNER 'I EXISTING. LAPALL TOP PLATES ------------------------ -- -- .. 1 ..._� - ----------- ----- -- ------ ------ - -- _ ._ - - --- -". _ _- _.., --- O H NEW STAIR TO MATCH EX. ,. AT WALL CORNERS ;- - l I �— Q - INTERIOR SHEATHING _ _. _. . _ . - -- -- - ,^ AND INTERSECTIONS _ .._....... _ .. .. (SEE ARCH DWGS) ---­---------- - -- WH(4)12d NAILS MIN. -- - -- ----- - ----------- --------- -------------------- W - - - - - - - 1 DOUBLE TOP � - ' WALL STUDS - (SEE PLAN) PLATES TYPICAL EXISTING TO REMAIN � ' w ! w � H jM IN51VE GOFOM � Q NOTES: WALL STUDS(REFER 70 1. NAIL ALL BUILT-UP STUDS W/3" x.131 NAILS a 12"o.c. PLANS AND SCHEDULES) EXISTING CONSTRUCTION NEW PROPOSED ADDITION Q 2. ATTACH ALL INTERIOR AND EXTERIOR SHEATHING TO STUDS PER PLANS 4 SCHEDULES 0 TO REMAIN � (SEE PLAN) rYP. CORNER 4 INTERSECTION FRAMING 5 TYPICAL TOP PLATE INTERESECTION S-3 S-3 2 EAST ELEVATION S-3 NOTES: SCALE: 1/4" = 1'-(U" I. VERIFY ALL EXISTING DIMENSIONS 2. HATCHED AREA INDICATED NEW W PROPOSED ADDITION U z REFER TO HOLD DOWN REQUIREMENT FOR STUDS WIDTH w 1--1 EDGE NAIL WALL CI) SHEATHING TO STUDS W v~, SIMPSON STRONG-TIE(6) WALL SHEATHING PROVIDE NEW%"x6" TRIM 4 �` rv000 Ya"x2� SDS SCREWS (NOT SHOWN FOR CLARITY) DRIP CAP FOR EX.WINDOW Lu z HDU2-6D525 HOLD DOWN BY 2x P.T.BOTTOM PLATE W/5/° SIMPSON STRONG;TIE o DIA,x 5-INCH LONG SIMPSON NEW PROPOSED ROOF W/ EXISTING TO REMAIN "?(TEN HD" SCREW ANCHOR AT 32" o.c.MAX AND 8"MAX NEW STEP FLASHING O ce o 5/"ANCHOR BOLT ANCHO�D TO (MATCH EXISTING: PITCH) /: o FROM WALL ENDS EXISTING TO REMAIN �, , o Oz CONCRETE W/HILTI HIT HY-200 EPDXY / / / N ADHESIVE TYP(V EMBED) / ; !/: a' Q � O LJ M NEW Ix8" FASCIA NOTE: I. HOLD-DOU.N ATTACFMENT TO WALL SHALL BE PERMANIFACTUFERS (NO OVERHANG) REMIREM W5.MN WOOD MEMBER FOR NOLP-DM TO ATTACH TO IS J NEW 4" DIAGONAL t` CEDAR SIDING \ 4 TYPICAL HOLDOUN DETAILCie � � Z LuLU W z ti `'.� / ;/ ❑ ❑ W to EXISTING TO REMAIN04 Q ,fr Z) (2)STAGGERED ROWS OF EDGE NAILING AT HOLDOWN (2)STAGGERED ROWS OF EDGE NAILING AT HOLDOWN N M X POSTS(SEE SCHEDULE)FOR MULTI-STUD POSTS A MIN POSTS(SEE SCHEDULE)FOR MULTI-STUD POSTS A MIN NEW 1x8" FASCIA W/ _._.....___.........___...___ a o a Ce Z E- OF(1)ROW OF EDGE NAILING PER STUD IS REQ'D< OF(U ROW OF EDGE NAILING PER STUD IS REQ'D. GUTTER TYP. W i o } N u ^ F .... ..........___.--_--------__.._.._ .._- Cr a Z SHEATHING(SEE SHEATHING(SEE ¢ ° L p CV CV -p-t ♦ ____ = c4 CV � SCHEDULE) SCHEDULE) o ,o � Lo � co Z: 00 co V PANEL EDGE (LOCATE PANEL EDGE (LOCATE HATCHED AREA INDICATES v ♦ i♦ AT CENTERLINE OF ♦ ♦ AT CENTERLINE OF NEW PROPOSED ADDITION eFer ♦ STUD OR BLOCKING) ♦ STUD OR BLOCKING) EXISTING TO REMAIN + I ♦ EXISTING TO REMAIN EQ. • I I + - - t� ,. —L ------------------J —————— — —L------------ # ----------- O t ;..c3t...✓ i''� EDGE NAILING EQ. Ea. STAGGERED EDGE STONE TO MATCH DESIGNED BY: MA (SEE SCHEDULE) NAILING lSEE SCHEDULE) EXISTING. ANEW PROPOSED ADDITION EXISTING CONSTRUCTION DRAWN BY: MA NEW PROPOSED STAIR (SEE PLAN) t0 REMAIN SCALE: SCALE SHEAW LL t1'P SI-IE,�W ALL Tl'P �I (MATCH EXISTING MATERIAL) O V-4 APPROVED BY: AJP Q PROJECT NO.: 20026 I I IIII II hhI NAILING I � I � I t' I W 3 TYP. SHE ARWAL L EDGE I A I L I I G I I CR I H ELEVATION cn DATE: 3/17/2020 S-3 S-3 NOTES: SCALE: I/4 = 1 -0 1. VERIFY ALL EXISTING DIMENSIONS 0 . SHEET NO. 2. HATCHED AREA INDICATED NEW PROPOSED ADDITION N O d- S- 3 O --VA- 40 SEE PLAN V WOOD SHEATHING (1)2x6 SILL PLATE FASTEN 2x6 + I6"o.c. 70 CONCRETE WIV DIA. EX.WALL TO BE J-BOLTS *31"o c. REMOVED 14 BOTTOM PLATE Y4" PLYWOOD SUBFLOOR 2x10 RIM JOIST FIRST FLOOR ELEV. - Li- z 0 • R-49 INSUL. 2x10"JOISTS+ ib"o.c. En SIMPSON LU210 FACE EX. FLOOR JOIST 5 BARS + IS" o.c. -� MOUNT HANGER TYP. w FINISHED GRADE z w (SEE SITE DWGS) • EXISTING FOUNDATION o N Jk WALL TO REMAIN N 5 a 48" o.c. • (2)- 5 BARS CONT. Lu TOP E BOTTOM 2"MUD SLAB >:� Q, � BASEMENT r' e ON O z S11 8.. 5.. H 0 (2)- 5 BARS CONT. -�' �"� b �.�..� b J BASEMENT r I F---i � H � A M cl- 50TTOM FOOTING •�(v IFa - 2 WALL SECTION S-4 SCALE: 3/4" = 1'-0" W ANCHORAGE SHALL BE PER U SECTION 501 OF IRC 2015 Z WOOD SHEATHINGW (2)1x6 SILL PLATE FASTEN ^ 2x6 * 16"oc. t0 CONCRETE W/V DIA. J-BOLTS 0 32"o.c. 2x6 BOTTOM PLATE NEW RIDGE uj SIMF'SON LUS28 FACE %"TtG PLYWOOD SUBFLOOR (SEEPLAN)BEAM EXISTING ROOF MOUNT HANGER TYP. TO REMAIN EXISTING 70 (n FIRST FLOOR - - - REMAIN Z o -'V ELEV. oo z O ceo E" O O U O N V • EXISTING TO a Q Ln ON 2x8 16"O.C. REMAIN ASPHALT ROOF SHINGLES ON • WEATHER BARRIER ON% V EXTERIOR STRUCTURAL 1 J SHEATHING OVER RAFTERS EXISTING WALL NEW RAFTER MATCH EXISTING t0 REMAIN EXISTING WALL EXISTING WALL V Z EXISTING (SEE PLAN) WALL TO EXISTING TO REMAIN TO REMAIN Z w 5 BARS CONI. 24"oc. R-49 INSUL.W/ REMAIN TO REMAIN EXISTING t0 Lu ix Z VAPOR BARRIER REMAIN W z 5 6 48"o.c. "' R-10 INSUL. Z CN NEW 1x WALL ALIGN AND MATCH C' FINISHED GRADE W/EXISTING(SEE PLAN) Z�e , 2 0 � (SEE SITE DWGS) NEW BEAM EXISTING WALL EXISTING BEAM EXISTING WALL a° m o (SEE PLAN) TO REMAIN TO REMAIN TO REMAIN W m o APA RATED WICYPSUMr SHEATHING BOARD F C ti N N W-50 O O EXISTING TO � �� 3 � z REMAIN omoo = � � 0 %4" PLYWOOD R-49 INSUL. u - o • comer• M 11 JET 11 11 11 11 11 11 11 11 11 11 11 11 11 111 ' .�.o. fiNo. ''(1)' S ARS CONI. NEtFLOOR JOIST ` -1 EXISTING DECK 70P E BOTTOM ` EXISTING TO m t0 REMAIN (SE. PLAN) NEWFOUNDATION WALL(70 REMAIN . MAT.N EXISTING WALL HEIGHT) s cq - DESIGNED BY: MA 5.. 8.. S Er- (2)- 5 BARS CONT. W DRAWN BY: MA SCALE: SCALE APPROVED BY: AJP i ! PROJECT NO.: 20026 r3--) WAL SECS"I Oil 1 EXISTING 5U I Lh ING SECTION AUG 1 1 2020 DATE: 3/17/2020 g_4 SCALE: 3/4" = 1'-0" S_4 SCALE: 1/4" = 1'-0" p SHEET NO. N 4 O