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HomeMy WebLinkAbout38035-Z Town of Southold Annex 6/6/2013 �4�s11FFa4,f�b� P.O.Box 1179 54375 Main Road co rh o i, -VI Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36281 Date: 6/6/2013 THIS CERTIFIES that the building AS BUILT PORCH Location of Property: 1050 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 34.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/13/2013 pursuant to which Building Permit No. 38035 dated 5/21/2013 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"screened porch reconstruction as applied for. The certificate is issued to Loeb,Veronica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED /kutiforiz d Sign ture fat/ TOWN OF SOUTHOLD o�SufFoc,r�� �� oy BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE �y • � ;4 SOUTHOLD, NY col r 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#: 38035 Date: 5/21/2013 Permission is hereby granted to: Loeb, Veronica 1050 CR 48 Greenport, NY 11944 To: As built" screened porch recoonstruction as applied for. At premises located at: 1050 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 34.-4-3 Pursuant to application dated 5/13/2013 and approved by the Building Inspector. To expire on 11/20/2014. Fees: CO -ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $568.00 Total: $618.00 Building Insp Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in try 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).: a. Approval of electrical i staliation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2110 of l% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliauce-from architect or engineer responsible for.the building: .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.A.pril 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 naturah or topographic features- 2- A property Epmpleted 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, A.dditions.to accessory building S50-00, 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 $1 5-00,Commercial$15.00 Date. V New Construction: Old or Pre-existing Building:' (check one) Location of Property: U NA&291 House No- Street Hamlkt Droner or Owners of Property: �)Pf on(t,a Suffolk County Tax Map No 1000., Section Block Lot 3. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: �l Realth Dept.Approval: Underwriters Approval: Planning Board Approval: 2equest for: Temporary Certificate Final Certificate: (check one) :ee Submitted: $ Applicant Signature y FIELD WSPE=4N REPORT DATE "COMMENTS FOUNDATION(1ST) (vlfin -- r --.......-------=---------- -- � a FOUNDATION(2ND) t� OI ROUGH FRAMING& y PLUBMING O CL! INSULATION PER N.Y. H STATE ENERGY CODE • Ll . FINAL ADDITIONAL COMMENTS 0 �.yO 1 ,4 OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST WHOLD, NY11971 EPARTMENT Do you have or need the following,before applying? L Board of Health S 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3SO35-7- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ) Flood Permit Examined �/21 ,20 tact:Single&Separate Storm-Water Assessment Form V Approved 2-1 20 13 MAY 13 2013 Mail to: Disapproved a/c BLDG.DEPT. Phone: �OF SOUTHOLD Expiration� 120 11.E "'"'"�- Bui ing Inspector APPLICATION FOR BUILDING PERMIT Date , 20_�3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ` sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of a plicant State whether applicant i owner, ssee, agent, architect, engineer, general contractor, electrician, plumber or builder oWn C c Name of owner of premises ��� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo d work ill be done. GG n 1 0 House Number Street Hamlet _ County Tax Map No. 1000 Section Block Lot 'r f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises d i endr d use an occupancy of pro osed const ction: a. Existing use and occupancy � to b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alt do Repair Removal Demolition Other Work �P,1►� 6���0 6 (Description) 4. Estimated Cost 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 occupancy, specify nature and extent of each type of use. 7. Dimensions of exists g structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new const uction: Front Rear. Depth Height \Number of Stories 9. Size of lot: Front \ ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are si 12. Does proposed construction violate any zoning law, oY\Jinance regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fved from premises? YES NO 14. Names of Owner of premises Ad 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary Public,State of Now York (Contractor,Agent, Corporate Officer, etc.) Quaiified in Suffolk County Cornrnission Expires April 14,7_01� 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 this day of 20� Notary Public Signature of Applicant SURVEY OF PROPERTY SITUATE GREENPORT 25� " Doi TOWN OF SOUTHOLD �S g � SUFFOLK COUNTY, NEW YORK A'' ' •�50�. S.C. TAX No. 1000-34-04-03 SCALE 1"=20' SEPTEMBER 15, 2012 00s AREA = 25.210 sq. H. . 0.579 ac. d0 x IS 151Y yO fNoo4 �4 .Q,. �O� 1 Stoat� •q. •. O O. " x i N/of SUFFO� G0U t� ov. ,re AO N p FA. a W n rxc x"uux a' S 06�jfi EAIt Aos ia sam4.rsD µDsr"r o ,.A, tI OF NSIV SI�fT C0 4 R o _ W1y1,1PN lz , N.Y.S.lia.ND.50467 NWfN0AM2p.LL,EINipM OA ADpr�Ur "ne5 suRVEY R A NOUTM Op Nathan Taft Corwin III Da,��,N[9uw+E'x,p NDi OUxma EDBEA - °T m [D Land Surveyor ,O 8L A Y SE,RJE COPY. CENN'GigxS WCA,O MREOx 6NYE Rux DNEr TD r�PmsaN roR NrcM ME SUR.£' F➢A9En,rxo Ox N6 BOw[io ra Suttee"'To:Sl";J.IA eA.Jr.LS. TRU Caupuxr,COWAw.EMAL Ae[xEY AND Jase 1� ycyu TOE rNOUlgx�yYi¢iEimwO n6— P A S L.S. lu,nrL C9iMurg6.w[xpi rpAu6eFRAaL liNa Survey—SuDBiriFirra— S7e P.A.— Conelruat;an LDyoaf PHONE(631)727-2090 F.,(671)727-1727 THE"I$TENCE OF RIONTS OF WAY OFFICES LOCATED Ai "UNG AGGRESS AND/OR EASEMENTS OF RECORD.IF 1586 Main R9a0 P.O.BDe 16 ANY,NOT SHOWN ARE NOT GUM-T[EO. JameapAd.NeN Ymk 11947 —Henn,NeN YOM1 11947 Cyr Fl�� MY M/!`w/-,/2 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND C 0 N T R A C T 0 R N 0 T E S REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 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 D ®A®K ASSOCIATES i 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. residential d,commercial design .engineering.*consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506,Main Skeet phone: (631)161-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF S ENTS, N STHE B COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,New York 11978 fax (631)466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registeired manufacturer. E-Mail: CAm18888@aol.com 2. BEFORE COMMENCING WORK, THE CONTFRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. �eerkosa,nn„a Kero associates,uc•forrnerlyEostEndDesignAssociates,LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOOF NEW YORKINGS, AGENCIES F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �� � I/�7%i' ��'"/ r / ' J OWINERSHIP & USE OF DOCUMENTS: 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE 'These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain (of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, ILLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE /ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7, All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better.. to others or used in connection with any work p p (• ) # 3. DUST CONTROL: or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIEBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8, Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepare without written consent, CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a. Framin9 (north) Lumber: DF north No. 2 or better 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E OR DURING THE EXECUTION OF THE WiORK. Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE GOtv'PLY V�f! ! HALL CODES OF PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. NEW YOi�K STATE & TOWN CODE 7. PLUMBING WORK SHALL BE PERFORMELD BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): AS REQUIRED I F THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: S0l11nl n T21;--_A Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, �sr n ��Ir �,rsn THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. SOUT', ��T t1;41 �-' ��AA B. EXCEPT LEGAL HOLIDAYS. S�`hr;,;Ci r Yrir;;�,;1-c�'�� 9, THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 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, BUILDEER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. OCCUPANCY OR LLC/ARM & KEHL ASSOCIATES DRAWING USER AND DEERKOSKI, , . 10. ALL PIPING AND WIRING SHALL BE REIw10VED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THECONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. H/ARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. USE IS UNLAWFUL LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES ,AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WITHOUT CERTIFICATE PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT H/ARMLESS FOR COSTS AND PROBLEMS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR 1MIORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THIE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE OF OCCUPANCY RESOLUTION. CARRY CUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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 WORK NOTES: 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. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE ROVI P CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION C)ED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES,THESE COTO N THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERON A CD & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTFS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING CUT OF THE PROFESSIONAL SERVICES PIROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS DPP 10VFD AS NKD ED� n SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. DATE: Z) 3- E.P.#t FEE:. JfJ,'(:... _Ll NOTIFY EUILDiNG OE.PA,RTMENT AT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 765-1802 8 AM TO 4 PIA FOR THE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM I WINTER I ICE SHIELD FOLLOWING INSPECTIONS: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 1. FOUNDA T ION - T1,V0 REQUIRED LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 20 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT To MODE':-TE 11 degrees YES 1984/1998 G ROOF DRAINAGE CALCULATIONS. FOR POURED CONCRETE 2. ROUGH - FRP,M1iJG & PLUIME31NG DESIGN CRITERIA 3. INSULATION NEW ROOF AREA = 286 sq ft 4. FINAL - CONSTRUCTION MUST PRESCRIPTIVE DESIGN MINIMUTA UNIFORM DISTRIBUTED LIVE LOADS BE COMPLETE FO i C.O. (in pounds per Square foot) TOTAL INCREASE IN AREA WITH COEFF. OF 1.0 3- ALL CCNSTRUCTiON 1 1 ,LL MEET THE USES(s) AND OCCUPANCY CLASSIFIiCATION(s) USE LIVE LOAD DEAD LOAD ASPHALT DRIVEWAY REMOVED) = 109 sq/ft REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USE OCCUPANCY EXTERIOR BALCONIES 60 10 V - A x R x c DESIGN OR CONSTRUCTION ERRORS. RESIDENTIAL R-3 DECKS (f) 40 10 A = 227 sq/ft R = 2" RAINFALL = .17ft TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 C = COEFF. = 1.0 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 = 227 x 1 x .166667 = 37.83 C.F. V B ATTICS WITH STORAGE (b,e) 20 10 37.83 C.F. / 8.73 C.F. / VERTICAL FT. = 4.333 V.F. PROJECT: HEIGHT AND FIRE ARZEA ROOMS OTHER THAN SLEEPING ROOMS 40 10 USE 1 4' DIM. POOLS 4'-0" DEEP = 4 V.F. AS BUILT HEIGHT FIRIE AREA SLEEPING ROOMS 30 10 ALL RUN-OFF TO BE CONTAINED ON SITE SCREENED PORCH HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMTED AREA ADDITION TO THE I THE AVERAGE HEIGHT OF THE HIGHEST ROOF 3 .STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 MERL SURFACE = 20'-1 1�/s" AS PER TABLE 503LOED AS PER SECTION 502 of ROOF 30 10 THE BUILDING CODE of NEW YORK STATE. RESIDENNECE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- TOTAL HEIGHT FROM RIDGE TO GRADE 1 V-7 11/16" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 1050 North Road b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. LUMBER SPECIES ANID GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY Greenport, New York DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.1D.1. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA FIRST FLOOR SEVERE (b) SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME 05-09-2013 BASEMENT SLABS AND INTERIOR SLAB ON I PROJECT NO: ATTIC (HOUSE)(a) NA GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTIC (HOUSE)(b) NA © COPYRIGHT 2011 DAY ASSOCIATES, LLC. 964-2013 GARAGE TO BE REMOVED NA NO SUBSTITUTIONS OF NEw y DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STAND)ARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� 0 ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND All Framing Hardware Shown on these Plans, ti 1.7 h' BDK FOR THE NATURAL LIGHT AND VENTILATION REQUIREME=NTS. UNDER FEDERAL COPYRIGHT LAW. ��� �.DEER off, BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d Unless Otherwise Indicated, IS Simpson Strong- ��(, CHECKED BY: O PLANS MAY NOT BE REPRODUCED WITHOUT �r � , SCREENED PORCHES 211 sq. ft. Tie. No Substitutions are Approved or Authorized. - ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. JJD>4�t� A � SUNROOM NA ,.J EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY O SHEET NUMBER: F �, ��� ,, � DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED To Due t0 the Relationships Of Framing Hardware � y'ii ry THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES LLC. b COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH TFHE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render PLANS IS LICENSED THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE pRd,r SS1 � G 1 CENSED EXCLUSIVELY TO THE BUYER. POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the , UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without r (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc, (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOO)R BOX BEAM JAMES J DEERKOSKI PE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATFTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D-A-K ASSOCIATES,uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ///j USE A MINIMUM OF DO(LIG- S DO OF N BUSS THIS M T S 2 0) L T S 2 0/ FASTENERS ALLOWABLE LOADS �Z LOAD • o ° LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE 8d NAILS °o f� � No. TO AVG REF. INTO TRUSS RAFTERS/ TO TO ULT. NAILS _-_ PLATES STUDS (1,33) (160) F F2 (133& r STU '- f ' o -- TRUSS SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 9130 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER D ®A®K ASSOCIATES Lc PROPER INSTALLATION PROCEDURES i residential & commercial design a engineering a consulting H6 16 8-8d 8-8d 3983 9115 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ARTJ'x12 506 Main Skeet phone: (631)167-6011 (TOTAL) LIENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8,1 NAIL o MODEL GA AVG z INTO NO. MAX, CLEAR ULT. LFTA LFTA REF. PLATES °Oo P, Westhampton6 each NewYA 11918 fax (631J466-3354 WIDTHSPAN L QTY DIA 14" 2" 21" 3" 3}" 14" 2" 21" 3" 31" EIGHT 21 E-Mal: CArm8888@ad.com 801 NAIL a Deerkoski,Arm&KeN Associates,LLC e LFTA 16 2J" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 INTO S 14 formerly East End Design Associates,LLC STUD o' OWNERSHIP & USE OF UOCUMENIS: o s DOIUG-FIR LARCH / SO. P13 °E °° These drawings and specifications including the ideas, design and arrangements represented FASTENERS AILLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 11" CODE I- NO. ULT. REF. LFTA L S T A 21} o° " therein, are the property of D.A.K. ASSOCIATES, lOd lOd x 1 (1133 / 160) (133) (160) LLC. No part thereof shall be copied, disclosed ° ° to others or used in connection with any work MTS16 16 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 °° or project other than for which they have been 40o prepared without written consent. MTS20 20 14-10d 14-10d x IJ" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 Simpson Strong-Tie o HGA10 LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 COW- COUPLER NUT DETAIL "Ell' ° DOUG-FIR-LARCH - Equal number of o° specified TYPE OF DIRECTION SO, PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. n a l l s n o° NO. TION FLOOR ROOF (1133/ (100) (125) 1650 each end Simpson Strong-Tie DETAIL "Kill G 515 645 6i70 CS16 LTP4 5 J 515 645 6i70 6, 39, 97 DETAIL "H" H 515 645 6i70 MATERIAL DWAENSIONS FASTENERS ALLOWABLE TENSION LOADS'"'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 DEFLECTION STU 5" STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. gggE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 8 HB SB W IH B SO CL DIA5'e DESIGN LOAD DESIGN °0° �SIMPSON GA GA OTY DIA 1 " 2" 2S" 3" 3J" 5J" LOAD WHEN RAISED OFF ° TAKE-UP WASHER THE SILL PLATE ° 0 HD2A 16 12 4J" 2�" 2J" 8" 2 J" 1Tg" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 AR T8"x12 MMODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS OD AVG y� L STUD PLATE ULT. (133)2 OF / SP (150) RODE SP4 3 71" 6-10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) (ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS 1�0R (133) (160) REF. °o WORK NOTES: LSTA21 20 1 " 21 16-10d 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA FLOOR REF. W L NAILS 100 (133) (160) Simpson Strong-Tie MSTA24 18 1 1 " 1 24 18-10d 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE END SPACING REF. HD2A N0. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31"' 28-8d 1235 1650 2Tt" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE IS DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. DOUG-FIR LARCH/SO. PINE ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "Fill10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 1 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 — 1250 7, 40, 127 DETAIL "I" STU 5'- HUS210-2 14 3�" gtj" 2 — 8-16d 8-164 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 1 ART "x12 SI M P 8 ON FASTENERS UPLIFT UPLIFT LATERAL CODE TAKE-UP WASHER MODEL AVG (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES I TO STUDS; (133) (160) F Fz 160 HGA10KT 1 14 1 4-SDSJ"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 ^_--- CNW- ' USE A MINIMUM OF SP4 COUPLER NUT TWO 8d NAILS THIS _ SP4 8 SIDE OF TRUSS, CNW STU 5 — COUPLER NUT TOTAL FOUR /. o A MINIMUM OF TAKE—UP WASHER 8d NAILS TWO SIMPSON O 8d NAILS THIS L S T A 21 SIMPSON INTD TRUSS SIDE OF TRUSS, MTS16 STU �'- MTS16 SIMPSON TOTAL FOUR /. m HD2A TAKE-UP WASHER Strong-Tie 8cl NAILS L S T A 21 TO TRUSS I H U S 210-2 PROJECT: TWO FI B TO AIL AS BUILT ANCHOR BOLTS PLATES °Oo 0 8 EIGHT TWO Bd NAIL IN NAIL SCREENED PORCH INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °p° o "' 8d NAIL DETAIL "D" DETAIL "G" DETAIL "J" ADDITION TO THE INTOSTUD SNmpson Strong-Tie ° H17 Simpson Strong-Tie rft Lac LFTA ROD SYSTEM LOEIMP EFTA EFTA ESIDENNCE BP 1050 North Road Greenport, New York DRAWING TITLE: SIMPSON WINDLOAD LTP4 CHARTS & CALCULATIONS DETAIL "L" & LTP4 STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" I ' Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 05-09-2013 LTP4 _DETAIL B PROJECT NO:(1) SHEATHING TO BE NAILED TO CCA SILL LTP4 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 964-2013 OF N� Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES �, wy DRAWN BY: �P �. DEER �,Q BDK Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE ��� �"o -f CHECKED BY: N❑ SUBSTITUTI❑NS '-I � ' a JJD Fj� J Z SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, 072 �,,`'`, No substitutions are approved or authorized, �FESStO G2 ( Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAM ES J DEERKOSKI PE assuming responsibility for the design and © D•A•K ASSOQA7%u performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS q A A D ®A®K ASSOCIATES uc 201 201 " residential & commercial design •engineering•consulting 201 � - EXISTING SHED EXISTING SHED 506Mainstreet phone: (631)767-6071 EXISTING SHED Westhampton Beach,NewYork 11478 falc (631)466-3354 E-Mal: CAm18888@ad.com Deerkoski,Arm&KeN Associates.LLC a formerly East End Design Associates,LLC EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE OWINEKSHIP & USE OF DOCUMENTS: These drawings and specifications including the Provide 8" Sono Tuube ideas, design and arrangements represented Filled with Concrete therein, are the property of D.A.K. ASSOCIATES, Min. 3'-0" Below FInafl Grade ILLC. 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 7'-5% prepared without written consent. ° Continuous 2X8 ACO Floor Joists @16"oc. 0 U a O V 44 Posts are to be r Attached to Pier with z NEW SCREENED PORCH o son Bolted toltag B Provide 8" Sono 1Tube Provide 8" Sono Tube 4x4 An Phors Post 2x8 ACD Girder ( o Filled with Concrrete Filled with Concrete Bolted to 4x4 Post o with (2)Y" Galv. Bolts 0 a and L S � Panel Min. 3'-0" Below Finml Grade Min. 3'-0" Below Final Grade � House with (2); Log , w 4z4 Posts are t o be (2)2z8 ACO Girder v Bolts @ 2'-o°oc. Bolted to 40 Post Qo Attached to Pier, with �7-2 a '� s• � I o � T-5/ with (2)Y" Goly. Bolts x = > 4x4 Simpson Post o C, Anchors a Ln Q Continuous 2X8 ACO Floor Joists @16"oc. l z o ' N Cn Li 0 Provide 8" Sono 1Tube 40 Posts are to be Provide 8" Sono Tube Attached to Pier with � = N Filled with Concrrete Filled with Concrete o 44 Simpson Min. 3'-D' Below Final Grade 7-2/" 7-2/" Screen Panels = Min. 3'-0" Below final Grade 0 k —T-2 8 �7'-2h" + STEPS Handrails as Per NYS Code WORK NOTES: A A A 201 201 FOOTING / POST PLAN- FLOOR GIRDER PLAN. FLOOR PLAN. Scale: Y," = 1'-0" Scale: Ya" = 1'-0" Scale: Ya" = l'—O" Note: All Dimensions are to be Verified In the Field Note: All Dimensions are to be Verified In the Field Note: All Dimensions are to be Verified In the Field A 201 II III A iI Ili N 00 201 I II III I I III PROJECT: EXISTING SHED i l I i AS BUILT L— SCREENED PORCH I � I ADDITION TO THE EXISTING HOUSE I i l i EXISTING HOUSE LOEts 12" OH. 'RESIDENCE IIII I 1 (3 1050 North Road 0 o IIII I N L ' Greenport, New York cn NEW SCREENED PORCH Illl n DRAWING TITLE: z III n I �� o n N X i�� NEW SCREENED PORCH0 Li _ ______ PLANS AS NOTED o " _ _ =2X8 GIRDER —�} �= I —————— -- I — — o IIII I I ` o � II I I , U Ipl I I I SET: ISSUED FOR: DATE: 00i �I IIII II II o X o II II I I I I Handrails as Per NYS> Co e IGI I I I o IV I I I I I o (2)2X8 GIRDER (2)2X8 GIRDER = 12" OH. 1� 2° 0H. SEAL: DAI E: Handrails as Per NYS Code o —'` 05-09-2013 12" OH. PROJECT NO: kr-a' 14'-1IV ll2" \� .4 964-2013 OF NEhr DRAWN BY: (� DE r0 A A �R BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �5 �0 * CHECKED BY: 2O 1 ZO 1 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �= JJD UNDER FEDERAL COPYRIGHT LAW. r t J 4 w w SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT , ? WRITTEN AUTHORIZATION. "' � REFLECTIVE CEILING PLAN ROOF PLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A) 0725 ' Al D.A.K. ASSOCIATES LLC. RaFESS\�N 0 Scale: Ya" = 1'-0" Scale: Y" = 1'-0" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Note: All Dimensions are to be Verified In the Field Note: All Dimensions are to be Verified In the Field Acceptance of these drawings does not authorize the right to build without the authorization P 9 9 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 agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS G� dJ IV H 11111- r D ®A®K ASSOCIATES lac residential & commercial design •engineering.consulting 506 Main Street phone: (631)767-6071 EXISTING HOUSE Westhampton Beach,New York 11978 fora (631)466-3354 E-Mo1: CAnM@cd.com Deerkoski,Arm&Kehl Associates,LLC.formerly East End Design Associates,LLC EXISTING HOUSE OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented EXISTING SHED— 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 NEW SCREENED PORCH prepared without written consent. EXISTING SVB EXISTING HOUSE NEW ENED RCH REAR ELEVATION_ Scale: y" _ 1'_0" LEFT ELEVATION WORK NOTES: Scale: Y" = 1'-0" 12" 8y" 12" lx6 Bead Board tY" Rubber Membrane Roof System (2)2x8 Girder 26 Rafters - 16"oc. 6" Fascia i (2)2x8 Girder o (2)2x8 Girder (2)2x8 Girder L — 40 ACQ Post Wrapped in Pine 44 ACQ Post Wrapped in Pine PROJECT: EXISTING SHED AS BUILT SCREENED PORCH ADDITION TO THE LOEB s/4"x6" STK Cedar Decking RESIDENCE 2x8-16"oc, Floor Joists Tydowns 1050 North Road (2)2z8 Girder G ree n po rt, New York o to 0 01 0 %" Bolts DRAWING TITLE: Grade ELEVATIONS 44 ACQ Post AND 44 Post Anchor 0 SECTION 8" Conc. Filled Sono Tube SET: ISSUED FOR: DATE: Min. 3'-0" Below Final Grade 11YI61 13'-4 13'-9Y4" SEAL: DATE: 05-09-2013 PROJECT NO: (y NEII/k 964-2013 "All �P C) DEER : DRAWN BY: CROSS SECTION A BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. :r—: CHECKED BY: R.,, o ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED c�) + J "° Scale: Y" = 1'-0" �xsi;;;;r,'J JJD UNDER FEDERAL COPYRIGHT LAW. ,, ' SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT 6v Note: All Dimensions are to be Verified In the Field a ✓ WRITTEN AUTHORIZATION. ,����� A201 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. DOB NUMBER: OF 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 agencies prior to construction.