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HomeMy WebLinkAbout45992-Z S�FfOd otio �coG. Town of Southold 6/27/2021 P.O.Box 1179 ti 53095 Main Rd , yj01 �a1 X' Southold,New York 11971 CERTIFICATE-OF OCCUPANCY No: 41920 Date: 6/27/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 18915 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 51.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/27/2018 pursuant to which Building Permit No. 45992 dated 3/28/2021 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 garage as applied for per. The certificate is issued to Barsi C LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43127 2/27/2020 PLUMBERS CERTIFICATION DATED A th ri d Signature o�SUFfa 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#: 45992 Date: 3/28/2021 Permission is hereby granted to: Barsi C LLC 456 W 19th St Apt 2E New York, NY 10011 To: construct accessory garage as applied for per DEC Non-Jurisdiction letter. Replaces BP 43127. At premises located at: 18915 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 51.-1-15 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 9/27/2022. Fees: PERMIT RENEWAL $171.80 Total: $171.80 Building Inspector TOWN OF SOUTHOLD , %ofEO(,�cG BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o '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#: 43127 Date: 10/12/2018 Permission is hereby granted to: Barsi C LLC 456 W 19th St Apt 2E New York, NY 10011 To: construct accessory garage as applied for per DEC Non-Jurisdiction letter. At premises located at: _ 18915 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 51.-1-15 Pursuant to application dated 8/27/2018 and approved by the Building Inspector. To expire on 4/12/2020. Fees: ACCESSORY $293.60 CO -ACCESSORY BUILDING $50.00 Total: $343.60 Building 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 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$15.00 Date. Z / New Construction: V Old or Pre-existing Building: (check one) Location of Property: `��/ s o�,��, �,� C Sri It6/c.1 ,/J./ l l tq7l House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section O sf Block f Lot / Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: V/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ � 0 ant Signature oF so�r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(,5-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barsi C LLC Address: 18915 Soundview Ave city,Southold st: NY zip: 11971 Building Permit#: 43127 section: 51 Block 1 Lot. 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: Notes* Garage Inspector Signature: �- ( Date: February 27, 2020 S.Devlin-Cert Electrical Compliance Form.xls �aOF SOpTyO * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 1 NSPECTION J"-4 FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: u& ' DATE lobvmINSPECTOR OF SOUIyO� LA ( 66kso- SQ w%=(U to % `tea, # # TOWN OF OUTHOLD BU DING DEPT. cou765-1802 �I"NS P ECT"14 N [ ] FOUNDATION 1ST [ "] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING­ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE`SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ` ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR - ' * # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL lam. 6 e [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0� l DATE zO - INSPECTOR pt FIELD INSPECTION REPORT DATEI COMMENTS io l FOUNDATION(IST) 2N 1 �'l40 'FOUNDATION (2ND) ' s z O ROUGH FRAMING& PLUMBING r ^y INSULATION PER N.Y-. STATE ENERGY CODE FINAL EtJ ADDITIONAL COMMENTS LA 19 7 'o G �.GC. Q, 051 m v-,� I C z b . H r , I TOWN OF SOUTHOLD )qcc� aACc1. BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 4 -�-� i� Do you have or need the following,before�pplying? TOWN HALL �C/+ Board of Health t/ S OUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)'765-1802 a Planning Board approva ,FAX: (631) 765-9502 Suryey SouthoIdtownny.gov PERMIT NO. .—Septic Form N.Y.&D.E.C.__ Trustees• C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: a�...— Z®�s .6L 0 G- CD,-00 Approved r 20 � Mail'to• 33 Oa, c Disapproved a/c �r ?f 110Y /;G y Phone: 40 r 3 - 7 7 Expiration ,20 L5r/ F)) Building Inspector APPLICATION FOR BUILDING PERMIT AUG 2� '2018 . Bs?Ir11 II*? DEPT. Date .v � �- , 20 /8 T�� %INSTRUCTIONS I r 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,Bui).ding Department for tho 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. C�oclos FJLC (Signature of applicant or name,if a corporation) (Mailing'address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ConA- fl.- lac Name of owner of premises (As on the tax roll or latest deed) If applican 's a rporation.;.sigafure_of duly autho 'zed officer (Na e and-title Of corpor,:te officer): Builders License No. )9 Plumbers License No. 8 Electricians License No. 3'7 Other Trade's License No. 1. Location of land on which proposed work will be: �.��01� � 11971 /� 7/ 3- Sec..,, c ti`e House Number Street Hamlet County Tax Map No. 1000 Section 0 51 Block �' Lot �S' 0UUU1V1D1V11 =- 1'1ivu lYlap iw 1�V1 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 f escription) 4. Estimated Cos h3, 9'®O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ;?- 6. If business, commercial or mixed 6ccupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height ..Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories-) ) 2 8. Dimensions of entire new-construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase /2 L: Name of Former Owner c Lyar- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO L,' 13. Will lot be re-graded? YES_ZNO ' Will excess fill be.removed from premises? YES'NO 14. Names of Owner of premises kit .t!^J, Address ISTunj `Z`y Y�Ai01ione No.4Y6•' dt S 7 Name of Architect A .n.�esa ! e Ac_A-- Address- •jg�c L,=g J. 1/,4 Phone No•C l 7-- 2 V S.-6 2s3 Name of Contractor Z®4-,p!s f3 CLIZG_Co r,� Address_('1%�l cr- I �Y Phone No. 6 3 L 723 -�?� T �. .wP 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES 4.11NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C: PERMITS•MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES tel—NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at.any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and sG'UIdhat bs bb Notary.P Nt e applicant (Name of individual signing contract)above named, NI State of Nerr York No.01,13t76185M (S)He is the Qualified In Suffolk County (Contractor,Agent, Corporate Officer,etc.) C rnpiss on Expires AM 14, of said owner or owners, and is duly authorized to perform or have performedithe said work"and to make and,fi•le 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. 3 S orn before me th' � day of 'VIQ� 20_t(�_ Notary Public ' ature of Applicant Michael J.Domino,President rjf SO(/T�O Town Hall Annex John M.Bredemeyer III,Vice-President �� lQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • Telephone (631) 765-1892 Greg WilliamsOILY Fax(631) 765-6641 - -COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9222A Date of Receipt of Application: April 20, 2018 Applicant: Nitin P. Desai & C. Barsi, LLC SCTM#: 1000-51-1-15 Project Location: 18915 Soundview Avenue, Southold Date of Resolutionlissuance: May 16, 2018 Date of Expiration: May 16, 2020 Reviewed by: Board of Trustees Project Description: Demolish and remove existing one-story, single-family dwelling, 1-story frame building and shed, gazebo, concrete surface, and sanitary system; construct a new two-story, single-family dwelling located ±100' from bluff crest; install a drainage system of leaders to gutters to drywells to collect roof runoff; and install a septic system, detached garage, and driveway to be located outside Trustee jurisdiction. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Saskas Surveying Company, P.C., dated March 27, 2018 and stamped approved on May 16, 2018. Special Conditions: Existing privet hedge to be maintained to no shorter than 3' in height. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Glenn Goldsmith,President '�LQF$Qur Town Hall Annex Michael J.Domino,Vice-President �Q�' yO 54375 Route 25 John M.Bredemeyer III l�t iL P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams %� YO Fax(631)765-6641 - - , BOARD OF TOWN TRUSTEES JAN 1 7 2020 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE i # 1672C Date: January 13,2020 THIS CERTIFIES that the demolition and•removal ofexisting one-story,.single»family dwelling l-story-frame,building and shed gazebo concrete-surface and sanitar,VsteiM C0i1StMdt'1-1iC*two-story single-family,dwellim located±100' from bluff crest-install a drainage systein of leaders,to:gutters to drywells-to collect roof runoff and install aseptic system,detached garage--and•driveway to be located outside Trustee jurisdiction; At 18915;So_undyiew Avenue, Southold Suffolk County Tax Map#1000-51-1-15- Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 20,2018 pursuant to which Trustees Administrative Permit#9222A Dated May 16,2018,was issued 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 demolition and removal of existingone-story single-family=dwelling l-story frame-building,and shed, Gazebo concrete surface and sanitary system•-coinstruct'a new two- .storV,single-family dwellini located±100'_from bluff crest; install a drainage system-o�leaders to gutters to dawells'to collect roof runoff,• and install a septic system,detached garage and driveway to be located outside Trustee jurisdiction The certificate is issued to Nitin P. Desai&C.Barsi,LLC owners of the aforesaid property. o r Authorized Signature New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 50 Circle Road, SUNY @ Stony Brook, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www dec,ny,GOV LETTER OF NO JURISDICTION April 15, 2044 C. Barsi LLC Nitin P. Desai c/o Kartik Desai, OOA/Agent 456 West 19th Street, Apt. 2E New York, NY 10011 Re: Application #1-4738-04333100001 18915 Soundview Avenue, Southold SCTM#1000-51-1-15 Dear Sirs: Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property that is landward of the topographic crest of the bluff at elevation 50, as shown on the survey prepared by Saskas Surveying last revised 2/21/14, is beyond Tidal Wetlands Act(Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no.construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. it is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15 wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ----------- ---- Mark Carrara _ Permit Administrator cc: En-Consultants BOH-TW File ID SU Ir Scott A. QRussell : SUPERVISOR IM A\N A.G IEMUENr SOUTHOLD O 9 53095 Main Road-SOUTHO D NEW YORK 119710 ! TOWn Of SOutj20ld f CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 7 ���� ( TO BE COMPLETED BY THE APPLICANT ) i DOES THIS PROJECT INVOLVE' ANY OF THE IFOLLOVT NG: i (CHECK ALL THAT APPL`n Yes No ❑ 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 j within any parcel or any contiguous area. I ❑Era Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. I ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑ E: Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ME] 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 � I 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 Infqrmation, Date & County Tax Map Number! Chapter 236 does not apply to your project. you•answered to one pr moms of the above, please stab ` a An e n 4 and a completed Check List Form to the Building Department with your Building Permit App] cation. Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,_Other) S.C.T.M. 1000 District b V NAME: to • �` S L�di•-Cm/`P'' Section Block Lot I FOR BUILDING DEPARTM T USE OI\L Y Contact Information 7-2 n Mkphm,N—bai 1/Q J 1 Reviewed By: - - - - - - - - - - - - - - - - - - Date: -017 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) i FORM SMCP-TOS MAY 2014 I APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Con r,Other) Flo- Stormwater Mana ement Control Plan CHECKLIST NAME: w � P/`C7� Section Block Lot z S M C P -Nan Requirements: Provide ONE copy of the Building Permit Application. 16.Zo ' LAG Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! r^ I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES If You answered No or NA to any Item, Please Provide Just ification'Herel show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b, Total Site Acreage. c, Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2), d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance, Shall include but not be invite • OCI f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) A well maintained Construction Entrance, g. Location of all existing & proposed structures, roads, Wire Backed silt Fencing, stabilization& GD driveways, sidewalks, drainage improvements &utilities. Seeding of exposed and/or inactive s; OF SOU Ii. Spot Grades & Finish Floor Elevations for all existing & proposed structures, 1. Location of iproposed Swimming Pool and discharge ring. j. Location of;proposed Soil Stockpile Area(s). ,5� o„ e _ k, Location of proposed Construction Entrance/Staging Area(s). I. Location of ro osed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. EEp l!r n 1a ,J­ 2. 2. Stormwater Management Control Plan must include Calculations showing IQ that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval, Lontact 105 Engineering at 765-1560 betor6 Items requiring details shall include but not be limited to: Backfill, OR Provide Engineer's Certification a• Erosion & Sediment Controls, that the drainage has been installed to Code. b. Construction Entrance & Site Access. c. Inlet DraiLiZgQ3tructures (e.g.catch basins,trench drains,etc.)` d. Leaching Structui-es (e,g. infiltration basins,swales,etc.) IaNGINEERIi " D PAR I i T USE ONLY * * Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: I - - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. ----- - -- Date:--- --- tb-h - —----- - — - - I —SMCP-hasappr-o-v-ed b_Y_the�ng ineeriilg�ep�rtment. FORM * SWCP Teck List-TOS MAY 2014 FFa1 D L^; - UILDING DEPARTMENT- Eectrica Inspec o� KC i TOWN OF SOUTHOLD x MAY 2 9 T Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telphone (631) 765-1802 - FAX (631) 765-9502 ', roger richert@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: S—1,2 CZ 7 REQUESTED BY: Company Name: Name: email: 4—e License No.: 11--117 f"#*l 70� I Address: Phone No.: 2 Z o C' JOB SITE INFORMATION: (All Information Required) Name: / g Address: -Sv Cross Street: /'7F•• Phone No.: 4 ! --7? 3 a� A� er Bldg.Permit#: cj'3/ %Z Lot: Tax Map District: '1000 S ction: Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) O. Circle All That Apply: � � ��� YES / NO Rough In Final Is job ready for inspection?: Do you need a Temp Certificate?: NO Issued On Temp Information: {All information required) S ice Size �--t,.1 Ph 3 Ph Size: = # Meters -::I— •. Old Meter# 2oo New Service - ire Reconnect- Flood Reconnect- Service Reconnected Undergrou d - Overhead ound Laterals 1 2 H Frame Pole Work done on Service. Y N Additional information: PAYMENT DUE WITH APPLICATION '�T y C �. (c, b 82-Request for Inspection Form-xis b �off�'�C Town Hall Annex ���.,' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 _ Southold, NY 11971-0959 - .v BULDINLG EARTMENT --__- NOTI'W'OF UTILIZATION OF TRU,SSTYP&OOINSTRUCTION PRE-ENGINEERED WOOb CONSTRUCTIC46 blo +;TIMBER CONSTRUCTION DatO:, -AA. _41" udl".�- bl� Lo�a'966 of Property: Pleas4o aRe notice that 65 Cha 1, b[e,fne): New commer ? tI" sidit(yfstructut '< ' � �£•a z ` -!Addition to,; comrttOr residential s ,. I habili $n existiri [t�»mercial or res�i"t It�tructjtt� �(. 1Z... -} pYyr'• T''ll .Ui tr�l # tY r to bexonstrubt r performed at the suk jest property reference above yit �' e (check applica B1,i -ruye n$tructiorl,(TT) Pre-en9%txi� gor4 J { n (PW� - 'Timber const ' ?� , in the followi g location(s) (checVapp icable•line) Floor framing, including girders and beams (F) Roof framing (R) , jj..,Floor.and roof;framing (FR) Signature: Name (person submitting this form): Capacity(check applicable like): 1 Owner Owner representative TrussRegl5.d6cx Effective 1/1/2015 S U R V � Y OF PROPERTY . '' -- ' SCTM No. 1000-051 - 1 - 15 Situate Town Of Southold Suffolk County, New York SCALE: I" = 40 ' AREA' TO TIE LINE: 29,373 sq.ft. N or 0.6743 acres AREA TO COASTAL EROSION HAZARD AREA LINE: 19.194 sq. f t. or 0.4406 acres A E ZONING DISTRICT: "R-40 " r Certified only to : q Nitin Desai Coastal Erosion Hazard Area ,Line From Coastal Erosion Hazard Area Map LONG ISLAND Photo #55-579-83 SOUND S 89'56'46-E S 79'16'52'E _ 8.19' 24.61' N 7go42'18"E -- _�� N 84°31'14-Ef 4' eon H€ggh Water 29.52' Located 9-25-2013 Toa or Bluff Located 9-25-2013 ......... ......... ................. Gaxabo to be Fence (McDonald GeoScience) Ranovad 0.4'E D October 28. 2013 o TEST HOLE Elevation 52.0' Bluff crest as per Saskas Surveyying Co. P.C. O' - 0 5' Mixed sand, loam & gravel Located D-25-2013 0.5' - 7' Brown sandy silt ML E�oaio�H�zOrd Aroma Lmp �,�� �y 7' - 49' Brown silty sand SM Fence v 1.2'E 49' - 59' Water in brown silty sand SM �x_ 59' - 65' Water " brown fine to medium sand SP Groundwater a Elev. 3.0' °e ei Q CA oma_ O w r �x N -4 22 ib F nce I p O 0 tv Appproximate Location or �. O Existing Sonitary System i m a AP�ajlo a°f b EzidmB P°ol I �. 9 Appraximato 4 _- Location tp -- or Existing House �S 24.9' '., t .. 21.0' L__F Approximate Location ° r � Fence of Existing House 1 �°���*,�. � � Ifl.O'E � k `x Approximate Location NN TEST of Existing House orOv HOLE+ AVZ 9 la�O Approximate Location of Existing Well Well 0 0 "tG"aa to Well z_i AND NOW OR FORMERLY OF (D O ro tt MARY YA RARIS °p LAND NOW OR FORMERLY OF T 18975 SOUND VIEW AVENUE LLC :D. L822-JO-_W —L,,, tu io ed Jco 0 c4(0(6 Well Fenceci 2.8'SCesspool OXWxN ° 440.22' c.00' aIn ' a __--.......__.___,__---------._._Overh,._e_°d Wires iii •-1 SOUND VIEW !A VENUE 0 indicates set stake. Edgo of Pavement ����—��_ O indicates set lath. ■ i n d i c a t e s found concrete monument . No structures within Iso• o Indicates found iron rod. 0 indicates set 12" Iron pin. m indicates u t i I i't y pole. December 13, 2018: Under construction November I. 2018: Stake house & garage NOTES: August 2, 2018: Add proposed swimming pool March 27. 2018: Revise proposed house I. Unauthorized alteration or addition to a survey mabp bearing a licensed loud March 20. 2015: Plot neighboring well surveyors seal is a violation of section 7209, su -division 2 of the N.Y. June 18. 2014: Plot,proposed pool State Education Law. May 21. 2014: Revise well & sanitary system location 2. Only copies from the ori inal of this survey marked with an ors final of the April 23, 2014: Revise site plan g g Not a valid copy unless marked cao�esurveyor's embossed seal or inked seal shall be considered to be valid with original pfand surveyor's Ap�i� 9'2014 Revise building add dimensions removed P embossed seal & signature 3. Certifications indicated hereon signify, that this survey was prepared in February 21. 2014: Lath proposed structures accordance with the existing Code of Practice for Land Surveys adopted by the February 7, 2014: Proposed site plan N.Y. State Association of Professional Land Surveyors. Said certifications December 16, 2013: Proposed site plan shall run only to the person for whom the survey, is prepared, and on his behalf December 3. 2013: Locate neighboring shed to the Title company. governmental agency and Lending institution listed hereon, October 29. 2013: Test hole and to the assignees of the lending institution. Certifications are not trans- ferable Neighboring septic to additional institutions or, subsequent owners. 4. Underground improvements or encroachments. if any. are not shown hereon. Surveyed: September 25. 2013 _ David L. Sdskas 5. The existence of right of ways, wetlands and/or easements of record. if any, N. Y.S. L i c. No. 049960 not shown are not guaranteed. 6. All natural features shown on survey. including but not limited to Bluff Crest. S a s k a s Surveying Company, P.C. Clearing, and Wetlands should be verified with the appropriate regulatory agency. 124 Cedar Street ® ® ® East Hampton . New York 11937 7. Elevations shown are based on USC & GS datum. (NAVD 1988) S U R Y E Y I N G (631 ) 324-6917 FAX 329-4768 1 12 13 14 15 16 17 18 19 110 111 112 113 14 115 ABBREVIATIONS ; GENERAL NOTES PROJECT INFORMATION R6ad AB ANCHOR BOLT d PENNY(NAILS) FDIC FURNISHED BY OWNER INSTALLED BY l LEFT/LENGTH PP PUSH PLATE STD STANDARD 1. INVOLVED PARTIES: IN THESE DOCUMENTS,"OWNER"SHALL REFER TO KARTIK DESAI OR THEIR AUTHORIZED REPRESENTATIVES,AND PROJECT DESRIPTION: NEW SINGLE-FAMILY DWELLING A R C H I T E C T U R E A F ACC ACCORDING/ACCORDIAN db DECIBEL CONTRACTOR LAB LABORATORY PR PAIR STL STEEL "ARCHITECT"SHALL REFER TO ARCHITECTURE AF,PLLC. SITE ADDRESS: 18915 SOUNDVIEW AVE,SOUTHOLD NY 11871-2816 ACOUS ACOUSTICAL D CLOTHES DRYER FTIC FURNISHED BY TENANT INSTALLED BY LAM LAMINATED PREFAB PREFABRICATE STOR STORAGE ACT ACOUSTICAL CEILING TILT: DBL DOUBLE CONTRACTOR LAV LAVATORY PSF POUND PER SQUARE FOOT STRUCT STRUCTURE/STRUCTURAL 2. UNDERSTANDING OF PROJECT: THE CONTRACTOR SHALL THOROUGHLY REVIEW ALL CONSTRUCTION DOCUMENTS INCLUDING,BUT NOT LEGAL DESCRIPTION: DISTRICT 1000 SECTION 51 BLOCK Ol LOT 15 APPROVED AS DOTED AD AREA DRAIN DECID DECIDUOUS FOIV FURNISHED BY OWNER INSTALLED BY VENDOR LB POUND PSI POUND PER SQUARE INCH SUBFL SUBFLOOR LIMITED TO,DRAWINGS,NOTES,DIMENSIONS AND SCHEDULES.THE CONTRACTOR SHALL MAKE A DETAILED SITE VISIT,AND SHALL ADD ADDENDUM DEPT DEPARTMENT FOM FACE OF MASONRY LH LEFT HAND PT PRESERVATIVE TREATED/POINT/ POST- SURF SURFACE IMMEDIATELY BRING ANY INCONSISTENCY,SITE LAYOUT PROBLEM,OR ANY OTHER REQUEST FOR CLARIFICATION TO THE ARCHITECT FOR ZONING DISTRICT: R-40 DATE: +O B.P.t 0 ADJ ADJUSTABLE/ADJACENT DET DETAIL FOS FACE FO STUDS LHR LEFT-HAND REVERSE TENSIONED SUSP SUSPENDED RESOLUTION PRIOR TO THE DELIVERY OF ANY BID OR INITIATION OF WORK.FAILURE TO DO SO SHALL CAUSE THE CONTRACTOR TO BE AFF ABOVE FINISH FLOOR OF DRINKING FOUNTAIN/DOUGLAS FIR FP FIRPROOF(ING) LKR LOCKER PTD PAPER TOWEL DISPENSER SWC SPECIAL WALL COATING INELIGIBLE FOR EXTRAS RELATING TO SUCH MATTERS. BUILDING CODE: NEW YORK STATE RESIDENTIAL(ODE(2015) FEE: 3-6BY: Desai Resi d e n ce AGG AGGREGATE DIA DIAMETER FR FREEZERAIRE RETARDANT LL LIVE LOAD PTDW PAPER TOWEL DISPENSER&WASTE SYM SYMMETRICAL NOTIFY BUILDING DEPARTMENT AT AHU AIR-HANDLING UNIT DIAG DIAGONAL FS FULL-SIZE/FLOOR SINK LP LOW POINT RECEPTACLE 3. DOCUMENT PROPERTIES:THESE DRAWINGS ARE,IN GENERAL,DIAGRAMMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE GOVT JURISDICTION: TOWN OF SOUTHOLD,NY 765-1802 8 AM TO QM FOR THE AL ALUMINUM DICA DRILLED IN CONCRETE ANCHOR FT FOOT OR FEET LSG LAMINATED SAFETY GLASS PTN PARTITION T TOP/THRESHOLD/TREAD/TOILET CONTRACTOR FROM FIELD MEASUREMENTS TAKEN BY CONTRACTOR'S PERSONNEL.ACTUAL ARRANGEMENT OF THE WORK SHALL FOLLOW SUFFOLK COUNTY DEPARTMENT OF HEALTH18918 Sou ndview Ave LOCATIONS SHOWN ON THE DRAWINGS.DRAWINGS AND NOTES TO DRAWINGS ARE CORRELATIVE AND HAVE EQUAL AUTHORITY AND FOLLOWING INSPECTIL JS: w. ALT ALTERNATE/ALTERATION DIFF DIFFUSER FTG FOOTING LT LIGHT PVC POLYVINYL CHLORIDE T&B TOP&BOTTOM ANOD ANODIZED DIM DIMENSION TURN FUNACE/FURNISH LTWT LIGHTWEIGHT PVMT PAVEMENT T&G TONGUE AND GROOVE PRIORITY.SHOULD THERE BE DISCREPANCIES IN THEMSELVES OR BETWEEN THEM,CONTRACTOR SHALL SEEK CLARIFICATION FROM 1. FOUNDATION - TWO REQUIRED Southold, NY 11971 AP ACCESS PANEL/APRONPANEL DISP DISPOSAL FURR FURRING TB TOWEL BAR/TACK BOARD ARCHITECT. FOR POURED CONCRETE _ APPROX APPROXIMATE DL DEAD LOAD FUT FUTURE M/S MIRROR WITH SHELF OT QUARRY TILE TBB TILE BACKER BOARD 4. COPYRIGHT:THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ANY 2. ROUGH - FRAMING & PLUMBING No:1806 APT APARTMENT ON DOWN FWP FLAT WALL PAINT MACH MACHINE QTR QUARTER TC TERRACOTTA N ARCH ARCHITECT/ARCHITECTURAL DR DOOR/DRAIN MAINT MAINTENANCE/MAINTAIN TCC TOP OF CURB/TOP OF CONCRETE OTHER BUILDINGS OR PURPOSES SPECIFICALLY APPROVED BY ARCHITECT. 3. INSULATION N ASPH ASPHALT DS DOWNSPOUT G GAS MAS MASONRY R RISER TO TOWEL DISPENSER REA CALCULATIONS 4. FINAL - CONSTRUCTION MUST : 29,373 AF 5. SCALING: DO NOT SCALE DRAWINGS.IF DIMENSIONS ARE IN QUESTION,OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING TOTAL LOT AREA AVE AVENUE DSP DRY STAND PIPE GA GAUGE MAT MATERIAL R&S BACKER ROD AND SEALANT TOW TOWEL DISPENSER&WASTE BE COMPLETE FOR C.O. AVG AVERAGE DW DISHWASHER GAN GALVANIZED MAX MAXIMUM RA RETURN AIR TEL TELEPHONE WORK. TOWN OF SOUTHOLD BUILDABLE LAND: 19,194 SF ALL CONSTRUCTION SHALL MEET THE AWP ACOUSTIC WALL PANEL DWG DRAWING GB GRAB BAR MB MACHINE BOLT/MARKER BOARD RAD RADIUS TEMP TEMPERED/TEMPORARY/ 6. (ROSS REFERENCE: GENERAL CONTRACTOR AND ALL TRADESMEN SHALL CROSS REFERENCE ALL DRAWINGS,SCHEDULES,NOTES, ALLOWABLE COVERAGE(20%): 3,839 SF REQUIREMENTS OF THE CODES OF NEW Kartik Desai DWS, DRAWER G( GENERAL CONTRACTOR MC MEDICINE CABINET RB RUBBER BASE TEMPERATURE DIMENSIONS,ETC.NO SINGLE ELEMENT WITHIN THESE DOCUMENTS ARE INTENDED TO BE USED AS AN ISOLATED COMPONENT. BC BOTTOM OF CURB GD GARBAGE DISPOSAL MCW MINERAL CORE WOOD RCP REFLECTED CEILING PLAN TER TERRAllO YORK STATE. NOT RESPONSIBLE FOR EXISTING COVERAGE =" BD BOARD E EAST GFI GROUND-FAULT INTERRUPTOR MDF MEDIUM-DENSITY FIBERBOARD RD ROOF DRAIN TF TOP OF FOOTING DESIGN OR CONSTRUCTION ERRORS. BFD BI-FOLD DOOR EA EACH GFRC GLASS FIBER REINFORCED CONCRETE MOD MEDIUM-DENSITY OVERLAY REBAR REINFORCING BAR TG TEMPERED GLASS 7. TRADE COORDINATION:CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO PROVIDE COMPLETE WORKING SYSTEMS. EXISTING HOUSE: 1,052 SF (27%OF ALLOWABLE) BITUM BITUMINOUS EB EXPANSION BOLT GFRG GLASS FIBER REINFORCED GYPSUM MECH MECHANICAL RECEP RECEPTION THK THICK 8. INSTALLATIONS:ALL MATERIALS,FINISHES,MANUFACTURED ITEMS,AND EQUIPMENT TO BE INSTALLED IN FULL ACCORDANCE WITH THE EXISTING SHED: 125 SF (3%OF ALLOWABLE) M BL BUILDING LINE E1 EXPANSION JOINT GFRP GLASS FIBER REINFORCED PLASTER MEMB MEMBRANE RECEPT RECEPTACLE TNR THRESHOLD EXISTING SHED: 152 SF (4%OF ALLOWABLE) BLDG BUILDING EL ELEVATION GL GLASS/GLAZING/GLAZED MET METAL RECT RECTANGULAR TN TOENAIL SUPPLIERS OR MANUFACTURERS WRITTEN RECOMMENDATIONS OR THESE DOCUMENTS,WHICHEVER IS MORE STRINGENT. NOTIFY THE M TOTAL EXISTING 1,329 SF (35%OF ALLOWABLE) BLKG BLOCKING ELEC ELECTRICAL CLAM GLUE-LAMINATED WOOD MEZZ MEZZANINE REF REFERENCE/REFRIGERATOR TOD TOP OF DECK ARCHITECT OF ANY VARIATION REQUIRED FOR INSTALLATION OF ANY EQUIPMENT BEFORE PROCEEDING WITH INSTALLATION. BLVD BOULEVARD ELEV ELEVATOR GND GROUND MFR MANUFACTURER/MANUFA(TURING REG REGRISTRATION/REGISTER TOIL TOILET PROPOSED COVERAGE Architecture: BM BEAM/BENCH MARK EMERG EMERGENCY GWB GYPSUM WALLBOARD MG MIRROR GLASS REINF REINFORCED TOL TOLERANCE 9. SITE SAFETY:CONTRACTOR IS RESPONSIBLE FOR THE SAFETY,ACTIONS AND CONDUCT OF HIS EMPLOYEES AND HIS SUBCONTRACTORS' COMPLY WITH ALL CODES OF BOT BOTTOM ENAM ENAMEL GYP GYPSUM MH MANHOLE REQ REQUIRED TOP TOP OF PAVEMENT EMPLOYEES WHILE IN THE PROJECT AREA,ADJACENT AREAS AND IN THE BUILDING AND ITS VICINITY. a Andrew Herbert,RA NEW HOUSE: 1,194 SF (31�OFAllOWABIE) NEW YORK STATE & TOWN CODES Architecture AF,PLLC �l exterior lightz:�g BRG BEARING ENTR ENTRANCE MIN MINIMUM/MINUTE RES RESILIENT TOS TOP OF STEEL o BSMT BASEMENT EP ELECTRICAL PANELBOARD/END PANEL H HINGE/HIGH MIR MIRROR RET RETAINING/RETURN TOW TOP OF WALL 10. INDEMNIFICATION:THE CONTRACTOR AGREES TO INDEMNIFY AND SAVE HARMLESS THE OWNER/RESIDENT,AND ITS RESPECTIVE OFFICERS, NEW GARAGE: 484 SF 06 OF ALLOWABLE) AS REQUIRED AND CONDITIONS O F 311 N 2nd St BTWN BETWEEN EQ EQUAL/EARTHQUAKE HB HOSE BIB MIS( MISCELLANEOUS REV REVISION TPD TOILET PAPER DISPENSER EMPLOYEES AND AGENTS AND THEIR AFFILIATES,SUBSIDIARIES,AND PARTNERS,AND EACH OF THEM,FROM AND WITH RESPECT TO ANY NEW POOL: 82 F (16/OF ALLOWABLE) installed,replaced or POOL EQUIPMENT 82 SF (2%OF ALLOWABLE � �,� � �.�..��-- Richmond,VA 23219 CLAIMS,DEMANDS,SUITS,LIABILITIES,LOSSES,AND EXPENSES,INCLUDING BUT NOT LIMITED TO REASONABLE LEGAL FEES,ARISING OUT OF TOTAL PROPOSED(OVERAGE 2 372 SF 61%OF ALLOWABLE Sv ' ""� °^v A (917)288-6253 repaired shall conform BUR BUILT-UP ROOF EQJ EARTHQUAKE JOINT HC HANDICAP/HOLLOW CORE MO MASONRY OPENING RN ROBE HOOK/ROUND HEAD/ TYP TYPICAL OR IN CONNECTION WITH THE WORK(AND/OR IMPOSED BY LAW UPON ANY OR ALL OF THEM)BECAUSE OF PERSONAL INJURIES,INCLUDING BW BOTTOM OF WALL EQUIP EQUIPMENT HCT HOLLOW CLAY TILE MOD MODULE/MODIFY RIGHT-HAND DEATH AT ANY TIME RESULTING THERE FROM,AND LOSS OF OR DAMAGE TO PROPERTY,INCLUDING CONSEQUENTIAL DAMAGES WHETHER ( ) " ,;�,pyl�!fLQ{dNING BO{! info@architecture.af p �®Chapter 172 L ETR EXISTING TO REMAIN HCW HOT ADN COLD WATER/ MS MACHINE SCREW RM ROOM UBC UNIFORM BUILDING CODE SUCH INJURIES TO PERSONS OR PROPERTY ARE CLAIMED TO BE DUE TO NEGLIGENCE OF THE CONTRACTOR,OWNER OR ANY OTHER PARTY T C CELSIUS/CENTIGRADE EWC ELECTRIC WATER(OGLER HOLLOW-CORE WOOD MTD MOUNTED RO ROUGH OPENING U( UNDER COUNTER/UNDERCUT ENTITLED TO BE INDEMNIFIED EXCEPT TO THE EXTENT SPECIFICALLY PROHIBITED BY LAW(AND ANY SUCH PROHIBITION SHALL NOT VOID THIS L ��the TOS Code CAB CABINET EXC EXCAVATE/EXCAVATION HDBD HARDBOARD MUL MULLION ROW RIGHT OF WAY UL UNDERWRITERS LABORATORIES,INC. SOUTHOLD TOWN RUSTEES Engineering: CAP CAPACITY EXH EXHAUST HDNR HARDENER RP RADIUS POINT UNFIN UNFINISHED AGREEMENT BUT SHALL BE APPLIED ONLY TO THE MINIMUM EXTENT REQUIRED BY LAW). N.Y.S.DEC Ed Armus Engineering CARP CARPET EXP EXPANSION HDR HEADER N NORTH RRL RUB RAIL LINO UNLESS NOTED OTHERWISE ANNOTATIONS EdArmus,P.E. CB CATCH BASIN/CHALKBOARD EXST EXISTING HDWD HARDWOOD NO./# NUMBER RS ROUGH-SAWN UR URINAL 11. WORK PERMITS:THE CONTRACTOR SHALL ACQUIRE ALL NECESSARY PERMITS PRIOR TO WORK. • 36 Deer Run CD CEILING DIFFUSER EXT EXTERIOR HDWE HARDWARE NOM NOMINAL RWL RAINWATER LEADER UTIL UTILITY 12. GOVERNING CODES:ALL WORK DESCRIBED BY THESE DOCUMENTS SHALL BE PERFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE Water Mill,NY 11976 CEM CEMENT HM HOLLOW METAL NTS NOT TO SCALE UV UNIT VENTILATOR/ULTRAVIOLET CEM PL CEMENT PLASTER F FAHRENHEIT HORIZ HORIZONTAL S SOUTH/SHELF CODES. (631)804-6267 CER CERAMIC FA FIRE ALARM/FORCED AIR HP HORSEPOWER/HIGH POINT/ OA OVERALL S&R SHELF AND ROD V VINYL Al PARTITION TAG ^ A F r, ed@armusengineering.com CG CORNER GUARD FAB FABRICATE HEAT PUMP OC ON-CENTER S&V STAIN&VARNISH VAR VARIABLE/VARNISH/VARIES 13. VERIFICATION: EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT TO ENSURE CODE COMPLIANCE.IT IS THE CONTRACTOR'S RESPONSIBILITY :'V'�, U PMN 11�CY 0 h TO VERIFY THAT THE WORK CONFORMS TO ALL APPLICABLE CODES,AND IF DISCREPANCIES ARE OBSERVED,TO NOTIFY THE ARCHITECT PRIOR Al WINDOW TAG K Environmental Consultant: $lo`"Jor door ' K CH COAT HOOK FB FIAT BAR HR HOUR/HANDRAIL OD OUTSIDE DIAMETER SAN SANITARY VCT VINYL-COMPOSITION TILE O �, ` �,� CHRL CHAIR RAIL FBD FIBER BOARD HS HOOK STRIP OFD OVERFLOW DRAIN SC SOLID CORE VERT VERTICAL TO WORK. .1 J E_ I S UNLAWFUL`V LAWFUL EN Consulting (I CAST IRON FD FLOOR DRAIN HT HEIGHT OFF OFFICE SCD SEAT COVE DISPENSER VEST VESTIBULE l0A .� CIP CAST IN PLACE FDC FIRE DEPARTMENT CONNECTION HTG HEATING OH OVAL HEAD SCHED SCHEDULE VG VERTICAL GRAIN 14. PROJECT DATA-PHASING:THIS PROJECT IS TO BE PHASED.THE PHASES GENERALLY ARE TO BE AS FOLLOWSAIST OF PHASES'.CONTRACTOR WITHOUT CERTIFICATE DOOR TAG 1319 North Sea Road "nd ductwork 0 CONTROL JOINT FDN FOUNDATION HW HOT WATER OHWS OVAL-HEAD WOOD SCREW SCR SHOWER CURTAIN ROD VOL VOLUME SHALL PROVIDE A TIME SCHEDULE OF WORK FOR THE WORK,SEQUENCED BY TRADES,AS PART OF THE SUBMISSION OF HIS BID. Southampton,NY 11968C;;tin required. CL CENTER LINE FE FIRE EXSTINGUISHER HWR HOT-WATER RETURN OPNG OPENING SCW SOLID CORE WOOD VP VENEER PLASTER LT100 SPECIFICATION REFERENCE,SEE 0 F OCCUPANCY (631)283-6360 CLG CEILING FEC FIRE EXTINGUISHER CAB OPP OPPOSITE SO SOAP DISH/SOAP DISPENSER VT VINYL TILE 15. PROJECT ACCESS:CONTRACTOR SHALL PROVIDE ACCESS TO BUILDING AND PROJECT SITE FOR ARCHITECT'S DESIGNATED PROJECT PROJECT SPECS Robert Herrmann CLKG CAULKING FF FACTORY FINISH ID INSIDE DIAMETER/INSIDE DIMENSION OSB ORIENTED STRAND BOARD SEC SECOND VWC VINYL WALL COVERING REPRESENTATIVE(S). rherrmann@enconsultants,com CLO CLOSET FG FLOAT GLASS IE INVERT ELEVATION OZ OUNCE SECT SECTION W WTER/CLOTHES WASHER/WATT 16. MATERIALS: CONTRACTOR SHALL SUPPLY ALL ITEMS,MATERIALS,AND PRODUCTS AS SPECIFIED,IMPLIED,OR REQUIRED TO COMPLETE K1 CLS, CLEAR FH FLATHEAD IG INSULATING GLASS SF SQUARE FEET W/O WITHOUTITHOUT SECTION DRAWING REFERENCE CLSR CLOSER FHC FIRE HOSE CABINET IN INCHES P PAINT/POWER SFC SPECIAL FLOOR COATING W/ WITH PROJECT. A 100 J (MU CONCRETE MASONRY UNIT FHMS FLATHEAD MACHINE SCREW IND INDICATED PA PUBLIC ADDRESS SGEN SEMIGLOSS ENAMEL WAIN WAINSCOT DRAINAGE INSPECTIONS ARE REAUIRED CO CLEAN OUT FHWS FLATHEAD WOOD SCREW INFO INFORMATION PB PEGBOARD SHR SHOWER WC WATER CLOSET 17. SUBSTITUTIONS: REQUESTS TO SUBSTITUTE ANY PRODUCT,TECHNIQUE,OR MATERIAL SHALL BE SUBMITTED IN WRITING TO ARCHITECT FOR f -�) Contact TOS Engineering at 765-1560 before J Must provide Manuals COL COLUMN FIC FURNISHED AND INSTALLED BY INSP INSPECTION PBB PLASTER BASEBOARD SHT SHEET WD WOOD APPROVAL.SAMPLES,PRODUCT INFORMATION,AND DRAWINGS SHALL BE REQUIRED PRIOR TO SUBSTITUTION APPROVAL.PROPOSED K2 DETAIL DRAWING REFERENCE Backfill,OR Provide Engineer's Certlfic�t1 COMP COMOSITE/COMPOSITIONI CONTRACTOR INST INSTALLATION PBD PARTICLEBOARD SHTG SHEATHING WOW WINDOW SUBSTITUTION SHALL BE OF EQUALQUALITYANDPERFORMANCESPECIFICATIONTOTHATORIGINALLYSPECIFIED. ( ) A 100 that the drainage has been installed to Code. D,J and S as per CONC CONCRETE FIN FINISH INSUL INSULATION PC PRECAST SHV SHEETVINYL WF WIDE FLANGE NYS Energy Code COND CONDITION FIO FURNISHED AND INSTALLED BY OWNER INT INTERIOR PCD PAPER CUP DISPENSER SLR SEALER WG WIRE GLASS/WIRE GUAGE U. CHANGES:THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS AND SPECIFICATIONS AS THE WORK PROGRESSES, CONN CONNECT/CONNECTION FIT FURNISHED AND INSTALLED BY TENANT JAN JANITOR PERF PERFORATED SMR SHEET-METAL RACEWAY WH WATER HEATER BULLETINS,CHANGE ORDERS,DRAWINGS,SPECIFICATIONS,OR ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS COVERING SUCH CHANGES WILL � CONST CONSTRUCTION FL FLOOR JST JOIST PERP PERPENDICULAR SMS SHEET-METAL SCREWS WIC WOODWORK INSTITIUTE OF BE ISSUED TO THE CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE IMMEDIATELY TO ALL SUBCONTRACTORS AFFECTED K1 ELEVATION REFERENCE CONT CONTINUOUS FLASH FLASHING JT JOINT PG PLATE GLASS SND SANITARY NAPKIN DISPENSER CALIFORNIA TO TAKE MEASURES AS NECESSARY TO AVOID ERRORS OR DELAY OF PROJECT. ELECTRICAL WORD COORDINATE FLUOR FLUORESCENT PH PHASE SNW SANITARY NAPKIN WASTE RECETACLE WP WORK POINT/WATERPROOF INSPECTION REQUIRED - (ORR CORRIDOR FM FROM/FACTORY MUTUAL RESEARCH CORP. KD KILN-DRIED PL PLATE SPEC SPECIFICATION WR WASTE RECEPTACLE 19. CHANGE ORDERS:WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE CR COLD ROLLED FOB FACE OF BRICK KIP 1000 POUNDS PLAM PLASTIC LAMINATE SQ SQUARE WS WEATHERSTRIPPING CONTRACTOR SHALL NOT BE EXECUTED UNTIL CHANGES ARE REVIEWED AND APPROVED AND A SIGNED CHANGE ORDER,IF REQUIRED,BY CT CERAMIC TILE/CURTAIN TRACK FOC FACE OF CONCRETE KIT KITCHENETTE PLAS PLASTER SS SERVICE SINK WT WEIGHT ARCHITECT AND OWNER IS SUBMITTED TO CONTRACTOR,IN CASES WHERE INSTRUCTIONS ACCOMPANYING ANY CHANGES REQUIRES CTR CENTER FOF FACE OF FINISH KO KNOCK OUT PLYW PLYWOOD SST STAINLESS STEEL WWF WELDED WIRE FABRIC ESTIMATES OF COST INVOLVED,SUCH ESTIMATES SHALL BE PREPARED AND SUBMITTED PROMPTLY SO AS NOT TO UNDULY DELAY THE D`, I PROCEED WITH CTSK COUNTERSUNK KP KICK PLATE PNL PANEL ST STONE WWM WELDED WIRE MESH PROGRESS OF WORK. O INO i P. CU CUBIC KS KNEE SPACE PNT PAINT STA STATION SHEET INDEX FRt^.:'11�'.a UNTIL SURVEY CW CW WATER POL POLISH STC SOUND-TRANSMISSION CLASS YD YARD DRAINIYARD 20. EXTRAS:NO EXTRAS WILL BE PERMITTED UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT AND OF F:OUNIDATION LOCATION OWNER. -` Sheet Number Sheet Name r g '" '':°1 APPROVED. ` 1^.r1J�I:+..i v r 21. OVERTIME:WHEN SO DIRECTED,AND UPON WRITTEN APPROVAL,ALL CONTRACTORS SHALL PERFORM WORK IN OVERTIME AND THE A-900 Cover Sheet TRUSS,PLACAR01MG RCQUIM-D ADDITIONAL COST TO THE OWNER SHALL BE THE ACTUAL DIFFERENCE BETWEEN OVERTIME WAGE COSTS AND REGULAR TIME WAGE COSTS. A 901 Site Plan A-902 Stormwater Plan H 7. ORDERLY SITE: CONTRACTOR SHALL MAINTAIN CLEANLINESS AND PROTECTION OF ALL AREAS. CONTRACTOR SHALL AT ALL TIMES KEEP A-903 Plans H R�E S G h e C k Software a reVersion 4.6.J PREMISE FREE FROM ACCUMULATION OF WASTE CONSTRUCTION MATERIALS AND RUBBISH.THE CONTRACTOR TO CONTROL CLEANING TO A-904 Exterior Elevation r �i I �' p.� PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS OUTSIDE THE JOB SITE. UPON COMPLETION ALL DEBRIS ' � ' '�","�" ^ Certificate {' f2 E e SHALL BE REMOVED AND THE PREMISES LEFT IN A'BROOM CLEAN CONDITION. ALL RUBBISH SHALL BE DISPOSED OF IN A LEGAL MANNER. '1J « E. WEATHER PROTECTION:CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK ' �` �` Certificate THAT BECOME EXPOSED TO THE EXTERIOR AND WILL BE HELD RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO INSUFFICIENT `t PROTECTION. is ,ik LJ ; (JT A. SUPERVISION:THE CONTRACTOR SHALL HAVE A FULL TIME,ENGLISH-SPEAKING SUPERINTENDENT OR FOREMAN ON THE PREMISES,POLICE Project THE JOB AT ALL TIMES,CONTINUALLY KEEPING PREMISES ORDERLY AND SECURED. G Above-Grade Wall 2 ..00 G Energy Code: 2015 IECC '5. CONSIDERATE NEIGHBOR:CONTRACTOR SHALL BE MINDFUL OF NEIGHBORS,TAKING CARE TO AVOID DISTURBANCE.THE CONTRACTOR SHALL Below-Grade Wall o.00 MAKE GOOD,AT HIS OWN EXPENSE,ANY DAMAGES TO EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT.THE CONTRACTOR SHALL Location: Southold, New York COORDINATE ALL SPECIAL CONSIDERATIONS OFTHECONSTRUCTION(I.E.NOISY OPERATIONS,INTERRUPTIONS OFANY MECHANICAL AND/OR Construction Type: Single-family Floor 30A0 ELECTRICAL SERVICES,MATERIAL DELIVERIES AND OR STORAGE)WITH THE OWNER AND ARCHITECT PRIOR TO THE START OF WORK. Project Type: New Construction Ceiling/Roof 30.00 Conditioned Floor Area: 2,297 ft2 !6. WARRANTY:ALL WORKMANSHIP,MATERIAL,AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF OWNER ACCEPTANCE. Glazing Area 4g°/a Ductwork(unconditioned spaces): ANY FAILURE OR DETERIORATION WITHIN THIS PERIOD SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. vt•�� ply 06Climate Zone: 4 5572 HDD3 , IS=s ix X� 17. LICENSURE: ALL WORK TO BE PERFORMEDBY(ONTRACTORSLICENSEDINTHECOMMONWEALTHOFVIRGINIA. VICINITY MAP �1 = e ` F Permit Date: Window 0.30 0.30 pan eds 4 ,e.�`� F Permit Number; B. CLEARANCES: MINIMUM CLEARANCE DIMENSIONS INDICATED SHALL BE MAINTAINED,PARTICULARLY AT STAIRS,CORRIDORS,AND r" Door 0.30 0.30 RESTROOMS. Lil Construction Site: Owner/Agent: Designer/Contractor. Skylight 0.30 0.40 2. ORDERING:VERIFY ALL DIMENSIONS BEFORE ORDERING AND INSTALLING MATERIALS 18915 Soundvlew Avenue Kartik Desai John Zotos Southold, NY � Lr. 3�t1U .�� ]AL lLfiLAi� 3. MINOR DETAILS: MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR THE PROPER CONSTRUCTION FOR ANY PART OF Heating System: THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. vo gA4r'. 1;� rl u: J`4,aFt ,� .f Cooling System: 3 BLOCKING: PROVIDE BLOCKING AS REQUIRED FOR PROPER SUPPORT OF WALL AND CEILING MOUNTED EQUIPMENT. Compliance: 12.3%Better Than Code Maximum UA: 478 Your UA: 419 Maximum SHGC: 0.40 Your SHGC: 0.30 E Water Heater: 3. GALVANIC ACTION: DISSIMILAR METALS TO REMAIN SEPARATE TO AVOID GALVANIC ACTION a a �, The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. u, E It DOES NOT provide e n estimate of energy use orcost relative to a minimum-code home. Greenport c No. Issue: Date: Name: Date: fconcSt Ei'"1VElOpf' ,�"ISSE'I'•11�}l125 Comments �.a N �, `' 0 Issued For Permit 09.01.2018 c 11 F11 1111 1 1 101,11 111 111 1 :��,Tit '� ate( .�;F5 a Greenport 3 + ,ed i Y - R West Derin Harbor Ceiling 1: Flat Ceiling or 5cissorTruss1,188 _ • „ry '°'` g y 1 188 30.0 0.0 0.035 41 \ ED rr Shelter Island NC D Skylight 1:VinylifFiberglass Frame:Double Pane with Low-E 16 0.300 5 '4t Heights a D SHGC:0.40 "f� U✓ Wall 1:Wood Frame, 16"o.c. 1,896 21.0 0.0 0.057 55 , E o Window 1:Vinyli'Fiberglass Frame:Double Pane with Law-E 259 0.300 78 ? '�, „� 13 , SHGC:0.30 011 Door 1:Glass 668 0.300 200 � 1i,5�G'�i� SHGC:0.30 Y Floor 1: All-Wood Joist(Truss:Over Unconditioned Space 1,094 30.0 0.0 0.033 36 -"�; Shelter Island ^ Southold z m;y. ;s Floor 2: All-Wood Joist/Truss:OverGutside Air 110 30.0 0.0 0.033 4 r�$ uv C {Y` t Y��J til S, Z, S! //' C Compliance Statement: The proposed building design described here Is consistent With the building plans, specifications,and other calculations submitted with the permit applicatton.The proposed building has been designed to meet the 2015 IECC requirements In y, YJ REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheek Inspection Checklist, r^nc Nec �'' " Cover Sheet Name-Title Signature Date Peconic x 5;Ty `{, 1485'7C1v lt,:i dirt B n Mar,eayvrew RG B g N • � a O Project Title: Report date: 06/18/18 S, Ln O _ A�900000 N C is rn A A PAGE 10F 5 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 1 12 13 14 15 16 17 18 19 110 111 12 113 114 1 15 ARC H ITECTU R EAF 0 A,0 I Desai Residence 18918 Soundview Ave I — Southold, NY 11971 N No:1806 N I Kartik Desai M M Architecture: Andrew Herbert,RA Architecture AF,PLLC °oa 311 N 2nd St P F3 Pio I Richmond,VA 23219 A3 (917)288-6253 info@architectu re.af L I L Engineering: Ed Armus Engineering I Ed Armus,P.E. 36 Deer Run Water Mill,NY 11976 (631)804-6267 ed@armusengineering.com K I K Environmental Consultant: EN Consulting 1319 North Sea Road Southampton,NY 11968 (631)283-6360 Robert Herrmann rherrmann@enconsultants.com 0 J QPM'�F10 I U I I Construction Plan - Roof - Garage 1/4"=1'-0" H H Q'� P A10 I A10 I 21'-8" 20'-41/2" I G 1011 Al G I � CONSTRUCTION LEGEND EXISTING CONSTRUCTION F I I I I F _[---2'-0" i I i NEW CONSTRUCTION D I I I I I 0 GARAGE P E IE F3 ® o Co 18 P A3 F3 N N 415 SF I I I A3 I No. Issue: Date: I � CONSTRUCTION NOTES 0 Issued For Permit 09.01.2018 I I I 1. PROVIDE MIN LEVEL 4 FINISH AT ALL WALLS ACCORDING TO ASTM C 840 2. ALL CABINETRYTO BE CONSTRUCTED IN ACCORDANCE WITH"PREMIUM" BRED ARc'yi GRADE WORKMANSHIP CRITERIA PER ARCHITECTURAL WOODWORK � KEN D I INSTITUTE SPECIFICATION. i I 3. DURING FLOOR SANDING AND FINISHING,ALL ELECTRICAL OUTLETS ANDID DEVICES ARE REQUIRED TO BE COVERED AND PROTECTED TO FIRE FROM I I AVOID DUST PENETRATING THE ELECTRICAL DEVICES. zz- I 4. ALL MIRRORED GLASS PANELS SHALL BE SAFETY GLASS OR HAVE MYLAR N I SAFETY BACKINGS >, oQ' L _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I 5. LOCATE DOOR STOPS IN FIELD WITH ARCHITECT. 3 836 a �., 6. ALL WET LOCATION GYPSUM WALLBOARD TO BE WATER RESISTANT.ALL — 0WALLS WITH E TO BE WATER RESISTANT GYP. 1. LOCATE ACCESS LPANELS AS REQUIRED FORA CESS TO BUILDING SYSTEMS IN FIELD WITH ARCHITECT. C I 8. PRICE FOR 10 PAINT COLOR CUTS+(3X)3'-0"X 3'-0"MOCKUPS IN EACH C: ROOM 9. SEE FINISH PLAN AND ELEVATIONS FOR CASEWORK INFORMATION. P F10 P�' F10 ( 10. ALL DIMENSIONS ARE TO THE FACE OF STUD,U.O.N. Plans 11. ALL WALLS MUST BE COMPLETELY SHEATHED PRIOR TO INSTALLATION OF CABINETRY. 12. ALL EXPOSED PIPING MUST BE INSULATED.THIS INCLUDES ALL HEATING/COOLING,HOT AND COLD WATER PIPING. B E3 a Construction Plan - 1st Floor - Garage Construction Plan - Basement - Garage c gAm90300 1/4"=P-0" 1/4"=1'-0" co — e A A PAGE 4 OF 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 13 14 15 16 7 18 19 110 111 12 13 14 115 ARCHITECTUREAF 0 Desai Residence GENERAL NOTE:SEAL ALL WALLS AND DUCTS.USE DRAWINGS L3 AND L10 ASEXAMPLESy 18918 S0ulldvieW Ave Southold, NY 11971 No:1806 N N µ. Kartik Desai M Architecture: Andrew Herbert,RA Architecture AF,PLLC 311N2nd St Richmond,VA 23219 (917)288-6253 info@architecture.af L L Engineering: Ed Armus Engineering Ed Armus,P.E. 36 Deer Run Water Mill,NY 11976 (631)804-6267 ed@armusengineering.com K K Environmental Consultant: EN Consulting 1319 North Sea Road Southampton,NY 11968 (631)283-6360 Robert Herrmann -- — — — — — — — — — —WD803 — — — — — — — — — — — — — — — — TO GARAGE PARAPET rherrmann@enconsultants.com j ! j j 66,_31/8rr II Ii t i IIII j IIIi' jI I iiIiI —I I !Ijij —'v _ 65T46O '-G 8A 0 r r 1R / A8G E R OOF DE CKING WD810 "4'_ 1/8 T GARAGECLG 63r-6rr C C:)co 1ST FLOOR I AVG GRADE H 53'-6" G G Elevation - Garage West Elevation - Garage South 1/4"=T-0" 1/4"=1'-0" F F E WD03 AE ND803— GAAT H TO No. Issue: �5 j� � D ate:AG 66 / 1 0 Issued For Permit 09.01 .2018TO GARAGE ROOF DECKING E DARcGARAGECLGWD803 �NIREIV 63 -6 D D WD810 WD810 3 1ST FLOOR F 0r►( 56 C AVG GRADE Exterior Elevation 53► 6rr B BI a N l!1A�904wOO Elevation - Garage East Elevation - Garage North N A U4"=IF-OFF1/4"=r " -DA PAGE 5 OF 5 1 2 13 14 15 16 17 18 19 110 11 12 13 14 115 EDWARD ARMUS ENGINEERING, PLLC N EDWARD ARMUS, PE 36 DEER RUN WATER MILL, NY 11976 631-804-6267 N O THE EDUCATION LAW OF THE STATE OF NEW NEW GARAGE FOUNDATION:8"THICK POURED YORK PROHIBITS ANY PERSON FROM CONCRETE WALL WITH#4 REBAR AT 12"OC ALTERING ANYTHING ON THE DRAWINGS HORZ/VERTICAL. CONTINUOUS 20"X10" \\ AND/OR THE ACCOMPANYING ,UNLESSUNDER TH FOOTING WITH(4)#4 LONGITUDINAL BARS AND DIRECITION FICATIONSOF A LICE SEDIPROFESS O AE #4 TRANSVERSE BARS AT 12"OC ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST — — SIGN,SEAL,DATE AND DESCRIBE THE FULL (NYS ED.LAW SECTION 7209I2).04T .................. :................ —.. + ............. .... ..... { ARCHITECT ?. FJ: 14" TJI, 560 SERIE% 1 O! , 3 G H T ING j i TAMARKIN CO. I I 56 WEST 22ND STREET, 5TH FL. I I I NEW YORK, NY 10010 j 212-414-2701 PROPOSED POURED CONCRETE GARAGE FLOOR- _ I PS� TB ERIC ME L 3 i MECHANICALLY COMPACTED SUBGRADE,6"THICK COMPACTED RCA SUBBASE,AND 4"THICK 3,500 PSI LL I' IDG G A /3&2/3 SPANS TYP. I CONCRETE SLAB WITH 4X4 WWM. MAXIMUM CONCRETE SLUMP 3". >. I'�� I' OPENINGS.SEE THICKEN EDGE DETAIL AT GARAGE DOOR CO iJ' I (.0 ((} N co I sd _.....DROP WALL HEIGHT 10"BELOW j I FINISHED SLAB AT GARAGE DOORS- TYPICAL SLD TO D IN MIN / GENERALNOTES j j I FJ 14" I,5 SERI S A 16" I FJ: 14" TJI, 560 SERIE 16' O.f , 3 z T&G HE4TH I G ..........._....-.. :......._........_..... ............. .......... , — -- z_ I as ' 771 21'-6" GARAGE FOUNDATION AND FRAMING PLANS SCALE: 1 /4" = T-0" D U) w w cl p Qz 06Z w � J DOUBLE TREATED 2(6 SILL PLATES WITH Q Q O SILL SEALER AND T'IRMITE FLASHING, 5/8" U (n z j ANCHOR BOLT WAGERS AND NUTS TO BE 1 1 COUNTERSUNK FLGH WITH UPPER a"POURED CONCRETE FLOOR L� O O 2/2 5/2 PLATE 2-1/2" INTERIOR LEDGE FOR WOOD SLAB OVER COMPACTED RCA � FRAMING, 5/8"x8 ANCHOR BOLTS a 0M0 �� #4 REINFORCING RODS OVERHEAD GARAGE DOOR W � @ 12"O.C.EACH WAY -SEE ELEVATIONS 00 • NEW FOUNDATION TALL: 14"THICK TOP OF SLAB-SLOPED TO DOOR PITCH AT 1/4"PE FOOT rPITCHAT 1/4"PER FOOT POURED CONCRET WALL(7"WIDE STEM _. .- ._ AND 3" INSIDE LEDC AND 4"OUTSIDE • :. ;� ; ' ,. . GRADE g" BRICK LEDGE)WITI-94 REBAR AT 24" OC ° m- , o HORZNERTICAL. CONTINUOUS BRICK '; . ° rll l=SII=III=III=III=II I=I I IT �. .. :: .. :..:.. .a WEEP TO BE MIRAIRAIN OR EQUAL _ �J I=III—III