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HomeMy WebLinkAbout39660-ZNo: Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 5/14/2015 37558 Date: 5/14/2015 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 95 Long Creek Dr, Southold SCTM #: 473889 Sec/Block/Lot: 55.-3-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2015 pursuant to which Building Permit No. 39660 dated 4/8/2015 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: "as built" basement partially altered for living space and "as built" deck addition to an existing one family dwelling as gpplied for. The certificate is issued to of the aforesaid building. Feeley, Thomas SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39660 4/14/2015 )416'rized"S ign ure Permit #: 39660 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Feeley, Thomas 95 Long Creek Dr Southold. NY 119715308 Date: 4/8/2015 To: "As Built" alteration (finished basement) to an existing single family dwelling as applied for. At premises located at: 95 Lona Creek Dr. Southold SCTM # 473889 Sec/Block/Lot # 55.-3-22 Pursuant to application dated To expire on Fees: 10/7/2016. 4/3/2015 and approved by the Building Inspector. AS BUILT - SINGLE FAMILY ADDITION/ALTERATION CO - ALTERATION TO DWELLING Total: $1,228.80 $50.00 $1,278.80 �yFfotK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE og • 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 #: 39601 Permission is hereby granted to: Feeley, Thomas 95 Long Creek Dr Southold, NY 119715308 To: Electric for "As Built" At premises located at: 95 Long Creek Dr, Southold. SCTM # 473889 Sec/Block/Lot # 55.-3-22 Pursuant to application dated To expire on 9/21/2016. Fees: Date: 3/23/2015 3/23/2015 and approved by the Building Inspector. ELECTRIC $90.00 Total: %90.00 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 Construction: Old or Pre-existing Building: (check one) Location of Property: 9 + . o N5g 1m&&.D NY 8771 Housq No. 01 Owner or Owners of Properfy® Street !1 Suffolk County Tax Map No 1000, Section -5 Subdivision 1 � e ArK#6 Filed Map. s/ V7 Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Underwriters Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SOF SOUr�,ol CP BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a--)town. so utho Id. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Feeley Address: 95 Long Creek Drive City: Southold St: New York Zip: 11971 Building Permit #: 39660 Section: 55 Block: 3 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "AS BUILT" - ELECTRICAL SURVEY - NO VISUAL DEFECTS - Notes: 1- SAUNA, 1- OIL FURNACE, 2 FOOT LIGHTING TRACK - Inspector Signature: Date: April 14, 2015 Electrical 81 Compliance Form.xls f4F SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE `T INSPECTOR R fjf so cou TOWN OF SOUTHOLD BUILDING. DEPT. 76S-1802 INSPECTION FOUNDATION1ST' FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION - - - - /- A / - 51, ROUGH BING IN LATION INAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING - INSPECTOR �o��pF SO(/r�olo e0UM`I,Nc� TOWN'OF-.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ]FOUNDATION 1ST' [ ] R GH PLUMBING [ FOUNDATION2ND[ ] SOLATION [ ]FRAMING /STRAPPING [ FINAL . [ ]FIREPLACE 4 CHIMNEY [ ]FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING e=uwelrc. - DATE ` yY � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO.�8 _T1I l o b U Examined ,20 Approved , 20 Disapproved a/c Expiration 20_ l APR = 2015 uI.JG. cF r01PN O� SOUTHOO BUILDING PERMIT APPLICATION CHECKLIST ©S S l3� zo 3 L Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Mail to: IVP PhkO 0 i?,.? _7r-400 0 Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Pew -5 "".. Date , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. F(Signature of applicant or name, if a corporation) (Mailing adcYress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 'R Name of owner of premisese . (As on the tax r 1 or latest dd) If applicant is a corporation, signature of duly authorized office; ­ (Name ee (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. County Tax Map No. 1000 Section Q �� Block 03 Lot . Subdivision V"AtEdo / 1" Filed Map No. Lot 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy 151 r q 45 AIM Et5l -6 &206-E - bME F*M l I y b. Intended use and occupancy Cb 1 ' Nature of work (check which applicable): New Building Addition Alteration o Repair Removal Demolition Other Work 4. Estimated Cost T>:5"17 t7 Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units 3A)6VE Number of dwelling units on each floor If garage, number of cars a e pm 4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth Rear Dimensions of entire new construction: Front Rear Depth` = P, Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO `� 13. Will lot be re -graded? YES NO � Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B�QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect.to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�U� being duly sworn; deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the AJe7L/CO 01'4PK-_r0 rC- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t 2 day of NoWv Public 20 ( !3 C> DANIELLE GRATHWOHL Signature of Applicant Notary Public, State of New York No. 01 GR6208717 Qualified in Suffolk County jj Commission ExpiresaLLD-, 2y Town Hall Rnnex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765--11802 rOQEr.rlChertlOWtl sout9Old.nV.US cat Rich Feel e`/ BUILDING DEPARTMENT (j� I ` [� a% - O D 5 3 TOWN OF SOUTHOLD or Dar W i I a ns k i APPLICATION FOR ELECTRICAL INSPECTION bbd- 23(e -(--7q g REQUESTED f(, c Company Name: -jam V, kc-e—k s I Name: :D r_" License No.: C�? Z�_ Address- p 7� -3 Phone No.: �]- �� (f Date: .3 - Z o - / S� U _ � S� u—T"�e U f (/ 1 / 572 ( JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: S L:�� u %C *Cross Street: ---I- �� -t - j,� �, �� ,4 z *Phone No.: 7Sq f' ,' Permit No.: fD �tJ �— Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Loo 1c< < -J�-_n r ::17 „j z1-t- �.., 'S (Please Circle All That Apply) Is job ready for inspection: ES NO.--R-eagh—In---- Final *Do- you need a Temp Certificate: YES �JO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APP ICATION ---kms .82=Request for Inspection Form (L J A� €° � 5* � t ?.� s �`.> � � z r a'�` 41a a ,� 5"t _ a- T� � '° '` _G" e=`�, t `'• s � r ;- "� 'u � �_," �_."' t h± 5k im 2 d✓y�`'.� P.v+ .�"..n +�,.- ..G. A...i^° €`: z �Z.r Mt' >.?. .n E+�a . i. a _ 4w a%:, C �4" irt.t-.t-1 �� 4J � gJ-"+Y!'4«.eg1. 7ry.'� ♦%+"3`ayom.r.. {..�_� °+...-+., . ... .er•^^•' Ny �� , � "P�y ate+ ,wJ' `i4rY/J �r.w. " 1.. �� �� l` "`�, � . [ ._.„._ n `� w 1Ww— • M • •SPA•• x.• Spat ZYW. d P� z Yz . � 4.�ra _ " ' €a�<� '4`��"`•f ��,,�. �_._. k..,- i c� — tYCYd �ii�:::a�'. L1i tiI`r" Vii: GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION % j 4 General Notes: C 0 N T R A C T 0 R N 0 T E S Wood: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND 1, All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better, REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. 2, FIRE SAFETY: 1 , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 3. Nailing schedule shall be in accordance with the specified code. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D aAa K ASSOCIATES LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 4. Pre—manufactured trusses. B LOCKED AREA. residential i commercial design .engineering •consulting 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631)767-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach, New York 11978 fax: (631)466-3354 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E -Mail; CArm8888@aol.com SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Deerkoski, rmi Icenl,ssociares,Inc.formerlyEasrEnaDesign�ssociareS.UC_ 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP &USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 8, Design values: LLC. No part thereof shall be copied, disclosed a. Framing Lumber: DF (north) No. 2 or better 3. DUST CONTROL: to others or used in connection with any work 6• THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been E = 1,600,000 PSI A, DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb — 825 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS, THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI ACCUMULATION. Fv = 285 PSI "' r, r,1^ a Fb = 2600 PSI -:I'� F��r�-: ,-.� ����..� r �;� 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 4. NOISE AFTER HOURS: t DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DATE: yf• J E.P. A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, :A eo FEE::j,?,2,L''. E3Y: _.. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. NOTIFY E3UILDi?i0 Ei AT 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, 7E5-1802 8 AFOLLOWING INSPECTIONS:1>! TO 4 P;�i FORTHEE LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 1. FOIUNDATiON - TWO Rt_nUIr;:=D THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH FOR POURED CONCRETE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEERS ATTENTION FOR IMMEDIATE REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND INCONVENIENCES TO THE OTHER NEIGHHBORS. 2. ROUGH - FRAII,IING & PLM!PING RESOLUTION. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 3. INSULATION 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 4. FINAL - C&N-STRUCTION ",',UST HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE CE COMPLETE FOR C.O. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ALL CONSTRUCTION SHALL MEET THE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIREMENTS OFTI•'ECODES OFNEW REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF YORK STATE. NOT RESPONSIBLE FOR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEERS ATTENTION FOR IMMEDIATE DOCUMENT NOTES THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR DESIGN OR CONSTRUCTION ERRORS. RESOLUTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. HARMLESS TION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 15. THE CONTRACTOR SHALL INSURE THAT ALL PLUMBING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE. FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR RELATED TO HIS ACTIVITY, IF THE WORK CONTRACTOR SHALL INDICATE WHATEVER ACTION OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY OCCUPANCY OR 16. THE CONTRACTOR SHALL INSURE THAT ALL DRAINS AND WASTE LINES ARE CONNECTED TO A SUFFOLK COUNTY DEPATMENT OF ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR HEALTH SERVICE APPROVED WASTEWATER COLLECTING SYSTEM. DEERKOSKI, ARM Ec KEHL ASSOCIATES LLC, ARE ONLY RESPONSIBLE FOR OBSERVATIONS ON EXISTING CONDITIONS MADE ABOVE OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. USE IS UNLAWFUL GRADE OR ON THE EXTERIOR OF THE FINISHED WALLS. SUBTERRANEAN OR INTERIOR WALL PIPING AND WIRING OBSERVATIONS HAVE WITHOUT CERTIFICATE NOT BEEN MADE OR VERIFIED. 7 PROVIDE SINGLE AC MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. OF OCCUPANCY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA SOLDER USED 1N VIA TER PRESCRIPTIVE DESIGN MINIMU!,.t UNIFORM DISTRIBUTED LIVE LOADS SUPPLYSYSTE&, CANrVOT ��ARD (ir pounds per square foot) EXCEED 2110 OF 1% LEAD. �y USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY— FLOOD MENT REQUIRED HAZARDS WIND EXPOSURE CATEGORY FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) PLUMBER CERTIFICATION ON LEAD CONTENT -BEFORE CERTIFICATEOFOCCUPANCY Coil, _';' '� ! -!_I ALL CODES OF NEW YORK S"i r, i TOWN CODES AS REQUIRED AN1^­;^_"�gT�^^« ^F SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA SOLDER USED 1N VIA TER PRESCRIPTIVE DESIGN MINIMU!,.t UNIFORM DISTRIBUTED LIVE LOADS SUPPLYSYSTE&, CANrVOT ��ARD (ir pounds per square foot) EXCEED 2110 OF 1% LEAD. �y USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT. BUILDING. EXTERIOR BALCONIES 60 THE VERTICAL DISTANCE DECKS (f) 40 FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT ATTICS WITHOUT STORAGE (b,e) 3 STORY OF THE HIGHEST ROOF ATTICS WITH STORAGE (b,e) AS PER TABLE 503 SURFACE = NA EXISTING ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER SECTION 502 OF SLEEPING ROOMS 30 THE BUILDING CODE OF STAIRS 40 (c) NEW YORK STATE. GUARDRAIL AND HANDRAILS (d) 200 (c) TOTAL HEIGHT FROM RIDGE TO GRADE NA (EXISTING) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ELECTRICAL INSPECTION" REG?U-MED PROJECT: BASEMENT RECREATION ROOM TO THE FEELEY a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- RESIDENCE POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. NO CHANGES S/ WERE MADE TO THE EXISTING ELEVATIONS. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ALL WORK WAS PERFORMED ON THE INTERIOR OF 95 LONG CREEK DRIVE I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY THE HOUSE WITHIN THE EXISTING STRUCTURE "NO INCREASE TO ROOF SIZE SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NA EX. BASEMENT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DUE TO ALL MODIFICATIONS STRESSES. AND ALTERATIONS ARE DONE DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. N ❑ T E : FINISHING ❑ E THE BASEMENT WAS WITHIN EXISTING STRU CTU RE" e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS C ❑ M P L E T E D IN 19 7 2 GENERAL NOTES I TABLE R402.2 I MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AREAS OF STRUCTURE EX. CRAWL SPACE NA NEW CRAWL SPACE NA EX. BASEMENT NA NEW BASEMENT AREA 891 SQ FT EX. FIRST FLOOR NA EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA LOFT NA ATTIC (HOUSE)(c) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(a) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA SET: ISSUED FOR: DATE: EAL: DATE: March 23, 2015 �� p ER ko PROJECT NO: © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. * ��� 980-2015 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. ,�:; Z BDK PLANS MAY NOT BE REPRODUCED WITHOUT 2� :h��� CHECKED BY: WRITTEN AUTHORIZATION. Fp o_ 0 25 JJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �ROFESS\ P SHEET NUMBER: D.A.K. ASSOCIATES, LLC. FOR SI: i POUND PER SQUARE INCH + 6.895 kpa THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE .IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. ©D•A•K ASSOCIATES, u.c (b) WITH STORAGE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) SET: ISSUED FOR: DATE: EAL: DATE: March 23, 2015 �� p ER ko PROJECT NO: © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. * ��� 980-2015 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. ,�:; Z BDK PLANS MAY NOT BE REPRODUCED WITHOUT 2� :h��� CHECKED BY: WRITTEN AUTHORIZATION. Fp o_ 0 25 JJD ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �ROFESS\ P SHEET NUMBER: D.A.K. ASSOCIATES, LLC. FOR SI: i POUND PER SQUARE INCH + 6.895 kpa THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE .IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. ©D•A•K ASSOCIATES, u.c (b) WITH STORAGE *e No CD 1 3 33 Concrete Block Foundation EXISTING FOUNDATION PLAN �,,,,,,/,,ZZZZIA /. - Age . . • .. - SCALE: 1/4" = V-0" Ff Brick Veneer , Wall NO CHANGES WERE MADE TO THE EXISTING ELEVATIONS. ALL WORK WAS PERFORMED ON THE INTERIOR OF THE HOUSE WITHIN THE EXISTING STRUCTURE NOTE: FINISHING OF THE BASEMENT WAS COMPLETED IN 1972 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such oaencies prior to construction. �/„ •i X — — m Ll Ips LlLlL D a A a K ASSOCIATES LLC residential L commercial design . engineering • consulting 506 Main Street phone: (631 767 - 6071 Westhampton Beach, New York 11978 fax: (631 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm & Kehl Associates, LLC • formerly East End Design Associates, LLC OWNERSHIP do USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. WORK NOTES: PROJECT: BASEMENT RECREATION ROOM TO THE FEELEY RESIDENCE 95 LONG CREEK DRIVE SOUTHOLD, NEW YORK DRAWING TITLE: EXISTING FOUNDATION FLOOR PLAN WITH MODIFICATIONS SET: ISSUED FOR: DATE: SEAL DATE: F NIKMarch 23, 2015 PROJECT NO: 1D fR YO,p k0 `� `�5 980-2015 DRAWN BY: 3s� + w �j to Z� 6�`, yi' • BDK CHECKED BY: FQ �° 072 �� JJD SSCN SHEE( NUMBER: A1 01 DOB NUMBER: OF JAMES J DEERKOSKI, PE © D•A•K ASSOCIATES, LLC GENERAL NOTES: General Notes: SAFETY NOTES: RESIDENTIAL RENOVATION &CONSTRUCTION ,,� ; �i���G'��,.,!i!��-�����-� /�%/ C 0 N T R A C T 0 R N 0 T E S Wood: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND � � ._ _ — —E 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better, REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION.- �' GENERAL NOTES: 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. 2, FIRE SAFETY: 1 , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 3. Nailing schedule shall be in accordance with the specified code. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES.4. Pre—manufactured trusses. BT . LOCKED AREA, residential t commercial design .engineering •consulting 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631)767-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss late institute recommendations. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK p MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach, New York 11978 fax: (631) 466 - 3354 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E -Mail: CArm8888(;'aol.com a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, Deerkoski, Arm & Kehl-A-ssociates, LLC a formerly East End Design Associates, LLC_ 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, OWNERSHIP &USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 8. Design values: LLC. No part thereof shall be copied, disclosed a. Framing Lumber: DF (north) No. 2 or better 3. DUST CONTROL: to others or used in connection with any work 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR H A E = 1,600,000 PSI or project other than for which they have been PLUMBING, ELECTRICALS, ETC. Fv 95 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TOA MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, prepared without written consent. = 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Flo — 825 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI ACCUMULATION. Fv = 285 PSI 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4, NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. 11. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARNP & KEHL ASSOCIATES, LLC, 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE DOCUMENT NOTES REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: TION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 15, THE CONTRACTOR SHALL INSURE THAT ALL PLUMBING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE. FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS lOF DEFENSE, FOR THE INJURY OR RELATED TO HIS ACTIVITY, IF THE WORK CONTRACTOR SHALL INDICATE WHATEVER ACTION OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 16. THE CONTRACTOR SHALL INSURE THAT ALL DRAINS AND WASTE LINES ARE CONNECTED TO A SUFFOLK COUNTY DEPATMENT OF ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR HEALTH SERVICE APPROVED WASTEWATER COLLECTING SYSTEM. DEERKOSKI, ARM do KEHL ASSOCIATES LLC. ARE ONLY RESPONSIBLE FOR OBSERVATIONS ON EXISTING CONDITIONS MADE ABOVE OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GRADE OR ON THE EXTERIOR OF THE FINISHED WALLS. SUBTERRANEAN OR INTERIOR WALL PIPING AND WIRING OBSERVATIONS HAVE NOT BEEN MADE OR VERIFIED. 7 PROVIDE SINGLE AC MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY— FLOOD MENT REQUIRED HAZARDS WIND EXPOSURE CATEGORY FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT SPEED (Mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING. EXTERIOR BALCONIES 60 THE VERTICAL DISTANCE DECKS (f) 40 FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT ATTICS WITHOUT STORAGE (111 3 STORY OF THE HIGHEST ROOF ATTICS WITH STORAGE (b,e) AS PER TABLE 503 SURFACE = NA EXISTING ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER SECTION 502 OF SLEEPING ROOMS 30 THE BUILDING CODE OF STAIRS 40 (c) NEW YORK STATE. GUARDRAIL AND HANDRAILS (d) 200 (c) TOTAL HEIGHT FROM RIDGE TO GRADE NA (EXISTING) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (111 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 PROJECT: BASEMENT RECREATION ROOM TO THE FEELEY a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- RESIDENCE POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. NO CHANGES WERE MADE TO THE EXISTING ELEVATI0NS. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ALL WORK WAS PERFORMED ON THE INTERIOR OF 95 LONG CREEK DRIVE I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY THE HOUSE WITHIN THE EXISTING STRUCTURE "NO INCREASE TO ROOF SIZE SOUTHOLD NEW YORK DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING 7 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NA EX, BASEMENT AREAS OF STRUCTURE EX. CRAWL SPACE NA NEW CRAWL SPACE NA EX, BASEMENT NA NEW BASEMENT AREA 891 SQ FT EX. FIRST FLOOR NA EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC GARAGE a NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DUE TO ALL MODIFICATIONS STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN AND ALTERATIONS ARE DONE DRAWING TITLE: ACCORDANCE WITH SECTION R802.10.1. N[ITE: FINISHING ❑F THE BASEMENT WAS WITHIN EXISTING STRUCTURE" e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS C EIM P L E T E D IN 1972 GENERAL NOTES TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DUB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, Codes, and requirements with such agencies riot to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. y q g p (a) WITHOUT STORAGE construction. ©D•A•K ASSOCIATES, uc (b) WITH STORAGE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) C COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DAK ASSOCIATES LLC BASEMENT WALLS, FOUNDATIONS AND OTHER DRAWN BY: BDK CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DUB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, Codes, and requirements with such agencies riot to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. y q g p (a) WITHOUT STORAGE construction. ©D•A•K ASSOCIATES, uc (b) WITH STORAGE SET: ISSUED FOR: DATE: SEAL: of EW Y Cl) Eq�0 A J' * r '%;`.,• •� w '''.�� Z 2� ti �`w *`' _� �� FQ,o °• 7 �' v ROFESSIO P DATE: March 23, 2015 C COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DAK ASSOCIATES LLC PROJECT NO: 980-2015 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DUB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, Codes, and requirements with such agencies riot to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. y q g p (a) WITHOUT STORAGE construction. ©D•A•K ASSOCIATES, uc (b) WITH STORAGE CONTRACTOR N O T E S GENERAL NOTES: 1 , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 6, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. 15. THE CONTRACTOR SHALL INSURE THAT ALL PLUMBING CONFORMS TO THE BUILDING CODE OF NEW YORK STATE. 16. THE CONTRACTOR SHALL INSURE THAT ALL DRAINS AND WASTE LINES ARE CONNECTED TO A SUFFOLK COUNTY DEPATMENT OF HEALTH SERVICE APPROVED WASTEWATER COLLECTING SYSTEM. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES: General Notes: Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better, 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition 3. Nailing schedule shall be in accordance with the specified code. 4. Pre—manufactured trusses. a. All trusses shall be "shaped" as shown on architectural cross sections. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. 5. Erect and brace trusses in accordance to truss plate institute recommendations. 6. Plywood sheathing. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications, b. Plywood sheathing shall be continuous over two or more spans with grain of face I across supports corporation or equal. 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 8. Design values: a. Framing Lumber: DF (north) No. 2 or better E = 1,600,000 PSI Fv = 95 PSI Fb — 825 PSI 9. Design values: a. Laminated Veneer Lumber (LVL): E = 1,900,000 PSI Fv = 285 PSI Fib = 2600 PSI DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. DEERKOSKI, ARM & KEHL ASSOCIATES LLC. ARE ONLY RESPONSIBLE FOR OBSERVATIONS ON EXISTING CONDITIONS MADE ABOVE GRADE OR ON THE EXTERIOR OF THE FINISHED WALLS, SUBTERRANEAN OR INTERIOR WALL PIPING AND WIRING OBSERVATIONS HAVE NOT BEEN MADE OR VERIFIED. GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY— MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY SPEED (mph) FROST LINE WEATHERING DEPTH TERMITE DECAY 45 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIRICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING. CCA NC PINE #2 AND BETTER NA THE VERTICAL DISTANCE NA NEW BASEMENT AREA FROM GRADE PLANE TO EX. FIRST FLOOR UNLIMIITED AREA THE AVERAGE HEIGHT NA 3 STORY OF THE HIGHEST ROOF NEW BALCONY AS PER TABLE 503 SURFACE = NA EXISTING NA ATTIC (HOUSE)(o) AS PER SECTION 502 OF ATTIC (HOUSE)(b) NA THE BUILDING CODE OF NA ATTIC GARAGE a NEW YORK STATE. BONUS ROOM NA TOTAL HEIGHT FROM RIDGE TO GRADE NA (EXISTING) LUMBER SPECIES Ats!D GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NA EX. BASEMENT AREAS OF STRUCTURE EX. CRAWL SPACE NA NEW CRAWL SPACE NA EX. BASEMENT NA NEW BASEMENT AREA NA EX. FIRST FLOOR NA EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA LOFT NA ATTIC (HOUSE)(o) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC GARAGE a NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS 338 SQ/FT COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. 3. DUST CONTROL: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. 4. NOISE AFTER HOURS: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 6 SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE AC MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. DECK WAS BUILT IN 1972 BY THE ORIGINAL OWNER. "NO INCREASE TO ROOF SIZE DUE TO ALL MODIFICATIONS AND ALTERATIONS ARE DONE WITHIN EXISTING STRUCTURE" APR 24 2015 i I -J, COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. D aA a K ASSOCIATES LLC residential i. commercial design • engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631) 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm L Kehl Associates, LLC • formerly East End Design Associates, LLC )WNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EXISTING REAR DECK PLAN AT THE FEELEY RESIDENCE 95 LONG CREEK DRIVE SOUTHOLD, NEW YORK GENERAL NOTES ISSUED FOR: DA L: MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) 980-2015 BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND JJD OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. 3. DUST CONTROL: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. 4. NOISE AFTER HOURS: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 6 SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE AC MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. DECK WAS BUILT IN 1972 BY THE ORIGINAL OWNER. "NO INCREASE TO ROOF SIZE DUE TO ALL MODIFICATIONS AND ALTERATIONS ARE DONE WITHIN EXISTING STRUCTURE" APR 24 2015 i I -J, COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. D aA a K ASSOCIATES LLC residential i. commercial design • engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631) 466 - 3354 E -Mail: CArm8888@aol.com Deerkoski, Arm L Kehl Associates, LLC • formerly East End Design Associates, LLC )WNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EXISTING REAR DECK PLAN AT THE FEELEY RESIDENCE 95 LONG CREEK DRIVE SOUTHOLD, NEW YORK GENERAL NOTES ISSUED FOR: DA L: DATE: March 23, 2015 <1 OF NEW PROJECT NO: i)Lep p'F 980-2015 DRAWN BY: tA BDK r ` ..�.,, ui CHECKED BY: JJD SHEET NUMBER: Q G1 JAMES J DEERKOSKI, PE © D•A•K ASSOCIATES, LLC NUM 34" 4x4 CCA Post - MIS x DECK WAS BUILT IN 1972 BY THE ORIGINAL OWNER. —25'-5' 7'-114„ I '� 24" r�i� 16x6 CCA Post 16'-9 NOTE: ALL CONNECTIONS ARE TO BE BOLTED WITH (W/WASHERS CARRIAGE BOLTS AND NUTS 34 FOOTING PLAN IIIA; Illcy Q III00 IIIN 7'-104 ", 4x4 CCA Post ('71V M OJ I M 4x4 CCA Post r� " " I � I M 44 CCA Post -ICU 0 00 Existing I 8x8 M Retaining Wall 4x4 CCA Post A0 n� m M SCALE: 1/4" = V-0" -25'-5" -114" 5'-1' SIMPSON HANGER SIMPSON HANGER SIMPSON HANGER OR APPROVED EQUAL OR APPROVED EQUAL OR APPROVED EQUAL cc 00 NIIIL GIRDER PLAN SCALE: 1/4" = V-0" 6x6 CCA Post 6xI6 CCA Post NOTE: ALL CONNECTIONS ARE TO BE BOLTED WITH (2) Y2" CARRIAGE BOLTS W/WASHERS AND NUTS SIMPSON HANGER OR APPROVED EQUAL Si ■ r- v v ■ IL SCALE: 1/4" = V-0" 16'-9 Li L v r N, F L.r-% i v SCALE: 1/4" = V-0" 1 1/ \1 r IV 1 %I \1 IL. 1 Ill \1 14 SCALE: 1/4" = V-0" © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. /iif/ilii /s�LL'� — D aAa K ASSOCIATES LLC residential & commercial design " engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631) 466 - 3354 E -Mail: CArm88880caol.com Deerkoski, Arm & Kehl Associates, LLC • formerly East End Design Associates, LLC OWNERSHIP do USE OF DOCUMENTS These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ECT: EXISTING REAR DECK PLAN AT T H E FEELEY RESIDENCE 95 LONG CREEK DRIVE SOUTHOLD, NEW YORK DRAWING TITLE: EXISTING FOUNDATION FLOOR PLAN WITH MODIFICATIONS ISSUED FOR: L: �pF NEty� �P S .DEER YO,Q rn \;""\0 072 OL ROFESS10 \, Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ©D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies rior to construction. DATE: March 23, 2015 PROJECT NO: 980-2015 IBDK NECKED BY: JJD � A101 F I Existing Existing r' 8"x36' 8°x36' Conc. Ftg. m Conc. Ftg. 4x4 CCA Post M Existing 8"x 36' 4x4 CCA Post `� Conc. Ftg. C�— 44 CCA Post non Existing Unm \Existing 8"x36" ° 8"x36" Conc. Ftg. Conc. Ftg. 4x4 CCA Post 44 CCA Post u;lco Existing tnic \Existing 8"x36" ° 8"x36" Conc. Ftg. M Conc. Ftg. 16'-9 NOTE: ALL CONNECTIONS ARE TO BE BOLTED WITH (W/WASHERS CARRIAGE BOLTS AND NUTS 34 FOOTING PLAN IIIA; Illcy Q III00 IIIN 7'-104 ", 4x4 CCA Post ('71V M OJ I M 4x4 CCA Post r� " " I � I M 44 CCA Post -ICU 0 00 Existing I 8x8 M Retaining Wall 4x4 CCA Post A0 n� m M SCALE: 1/4" = V-0" -25'-5" -114" 5'-1' SIMPSON HANGER SIMPSON HANGER SIMPSON HANGER OR APPROVED EQUAL OR APPROVED EQUAL OR APPROVED EQUAL cc 00 NIIIL GIRDER PLAN SCALE: 1/4" = V-0" 6x6 CCA Post 6xI6 CCA Post NOTE: ALL CONNECTIONS ARE TO BE BOLTED WITH (2) Y2" CARRIAGE BOLTS W/WASHERS AND NUTS SIMPSON HANGER OR APPROVED EQUAL Si ■ r- v v ■ IL SCALE: 1/4" = V-0" 16'-9 Li L v r N, F L.r-% i v SCALE: 1/4" = V-0" 1 1/ \1 r IV 1 %I \1 IL. 1 Ill \1 14 SCALE: 1/4" = V-0" © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. /iif/ilii /s�LL'� — D aAa K ASSOCIATES LLC residential & commercial design " engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631) 466 - 3354 E -Mail: CArm88880caol.com Deerkoski, Arm & Kehl Associates, LLC • formerly East End Design Associates, LLC OWNERSHIP do USE OF DOCUMENTS These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ECT: EXISTING REAR DECK PLAN AT T H E FEELEY RESIDENCE 95 LONG CREEK DRIVE SOUTHOLD, NEW YORK DRAWING TITLE: EXISTING FOUNDATION FLOOR PLAN WITH MODIFICATIONS ISSUED FOR: L: �pF NEty� �P S .DEER YO,Q rn \;""\0 072 OL ROFESS10 \, Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ©D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies rior to construction. DATE: March 23, 2015 PROJECT NO: 980-2015 IBDK NECKED BY: JJD � A101 F �' 0