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HomeMy WebLinkAbout38035-ZTown of Southoid Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/6/2013 No: 36281 Date: 6/6/2013 THIS CERTIFIES that the building Location of Property: AS BUILT PORCH 1050 Route 25, Greenport, SCTM #: 473889 Sec/Block/Lot: 34.-4-3 Subdivision: Filed Map No. conforms substantially to thc Application for Building Permit heretofore 5/13/2013 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Lot No. filed in this ofllced dated 38035 dated 5/21/2013 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 i ~ufl~oor~z~Sig~n ture 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) 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 To expire on 11/20/2014. Fees: 5/13/2013 and approved by the Building Inspector. CO - ALTERATION TO DWELLING $50.00 AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $568.00  ~:~-- - ~. Total: $618.00 Building In spL~ctor~- Form No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALE 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcY This applieatson must be filled m by typewriter or ink and submitted to the Building Department w~th the following:. For new building or new use: 1. Final survey of property with accurate location of all buildings, property line~, streets, and unusual nature} or topographic featur6s. 2. Final Approval from Health D~pt. of water supply and sewerage-disposal (8-9 form)2 3. Approval of electrical installation from Board 0fFire Underwriters. 4. 'Sw. om statement from plum .bor certifying that the solder treed in system contains less than 2/10 of 1% lead. 5. Co~ building, industrial building, multiple reaidene~ and similar buildings and installations, a eestificate of Code ComPliatxce'from architect or engineer responsible for the buildiag, .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming useS, or buildtngs' ' and "pre-extst}ng' ' "I/md uses:' 1. Accurate survey of property showing all property lines, streets, building and. unusu~tl natural or topographic features. 2_ A properly ~mpleted appticat on and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees Certificaie 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. Certificate of Occupancy on Pie-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 . 4. Updated Certi,ficate of Occupancy - $50 00 ' 5. Temporary Certificate of Occupancy - Residential $1500, Commercial $15.00 New Construction: Location of Property: 1~)50 House No. Owner or Owners o? Property: \)e{0[/I'~,~ Suffolk County Tax Map No 1000, Section ~ubdiviai0a Date. P~mit No. F/enlth Dept. Approval; ?lalming Board Approval: Old or Pre-existing Building: (check one) Street Ham~t Filed Map. Lot: Date of Permit. Underwriters Approval: t. equest for: Temporary Certificate _ __ _ :ce SubmJlled $ __ Final Ceaificate: __ (check one) Applicanl Signature ¢OUTHOLD HOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined 5'/~-I ,20 I'~ / Approved ~' /~-I .20 1'~ Disapproved a~c } ~,~ ,20 i1.] Expiration i ! / BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. -~'~o~ ~-~- 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 Stomi-Water Assessment Form ~tact: Mail to: Phone: Buffding Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink aud 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 a~er the date of issnance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additiou six months. Therea~er, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depamnent fbr the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk Cotmty, New York, and other applicable Laws, Ordinances or Regnlations, 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, ifa corporation) - (MailingaddrCss ofa~piicant5 State whether applicant i~r~ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 0S~0~[~ k¢~ ~0~ ~ (As o~ ~h~ tax roll or latest deed) If applicant is a co¢oration, 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. Location of land on which propons~d wkork v~ill be done: House Number ~treet County Tax Map No. 1000 Section 3~ Block Lot Subdivision Filed Map No. Lot State existing use and occupancy of premises and intend.ed use and occupancy, of provosed construction: a. Existing use and occupancy (~t31O_'47'~l~'\/x,J ~"~l'~,'l~--- I,L)i~'Jx 3z)~(I~JV~[ 061~ // \ b. Intended use and occupancy ,~ 3. Nature of work (check which applicable): New- Building. Repair Removal Demolition 4. Estimated Cost ~ L~ [ 000 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition Altej~tionx_ Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of exist~g structures, if any: Front Rear Depth Height " Number of Stories Dimensions of same stracture with alterations or additions: Front Rear Depth Height. Number of Stories Dimensions of entire new construction: Front Height lumber of Stories Size of lot: Front Rear Rear Depth .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, C/rdinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES NO__Will excess fill 13e~,removed from premises? YES Address 'N Phone No. Address %x Phone No Address "'% Phone No. NO 14. Names of Owner of premises Name of Architect Name of Contractor 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland?'*YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual s~gning contract) above named, (S)He is the ~:'. ~ ~ ;,zb! ,:;, State c'.' (Contractor, Agent, Corporate Officer, etc.) ~. ;:..-~ { ,zf~c..f!q 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 ] ~'J (x day of ~k,, :L/,4 20 / ~) Notary Public Signature of Applicant SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-$4-04-03 SCALE 1"=20' SEPTEMBER 15, 2012 Nathan Taft Corwin III Land Surveyor L CONTRACTOR NOTES GENERAL NOTES: 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 WrTH 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, TBE 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, REPARING 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, 1 1. 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. 1 ~, 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. 1,4. 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, GENERALNOTES: 1. All studs to 2. All structural be SPF #2 or better, end all other structural wood to be Douglas Fir #2 or better. wood shall be in eccordance with the national design specifications for wood construction Nailing schedule shall be in accordance with the specified code. 4. Pre manufactured trusses. o. All trusses shall be "shaped" os shown on architectural cross sections, b Trusses shall bear o boca number and shall be manufactured by a registered 5, Erect and brace trusses in accordance to truss plate insECure recommendotlons, E. Plywood sheathing. a. All plywood shall be in accordance with the American Plywood Association (APA) specificatlons, b, Plywood sheathing shall be continuous aver two or more spans with groin of face plys r~cross corporation or equal, a. Framing Lumber: DF (north) No. sills shall be pressure preservative treated (.4 PSF retention) STP #2 or better. 2 or better - latest edition, supports DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE 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 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 PROCEBURES 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 DEERKOSKH 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, DOCUMENTNOTES 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. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1. GENERAL: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION 2. FIRE SAFE I~: A, ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDrNG ARE TO ,3. 5 6 ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND BE STORED iN A IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS SUCH 13, LOCKED AREA. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D, ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED MATERIALS ARE TO SE KEPT AWAY FROM HEAT, E ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN F ADEQUATEL( VENTILATED SPACE. ALL ELECTRICAL POWER TO BE SHUT OIFF WHERE THERE ARE EXPOSED CONDUITS. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO GAS TO BE USED DURING CONSTRUCTION. NATIJRAL GAS LEAKAGE rN THE BUILDINGS, OR ANY FLAMMABLE 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, BIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDINO SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. NOISE AFTER HOURS' A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKINC HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRITIEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, 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 INCONVENrENCES TO THE OTHER NEIGHHBORS, 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 AB 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 OIR OTHER GOVERNING REGULATIONS, THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFiETY 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 ACTIVrTY, 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 NOTrFY THE GENERAL CONTRACTOR, OAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMAmC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIN__B SEISMIC SNOW SPEED (mph) DESIGN LOAD CATEGORY 20 Ibs/sqft/ 120 (mph) C DESIGN CRITERIA WEA~ERING SEVERE PRESCRIPTIVE DESIGN 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. BUILDIND~ THE VERBCAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA TBE AVERAGE HEIGHT B STORY OF THE HIGHEST ROOF AB PER TABLE 50S SURFACE = 20' 1 AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE. TOTAL HEIGHT FROM RIDGE TO GRADE 11'-7 11/18" LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. BECR FRAMING MATERIAL CCA NC PINE ¢2 AND BETTER AREAS OF STRUCTURE ]RAWL SPACE NA BASEMENT NA BRST FLOOR ~ECONB FLOOR NA THIRD FLOOR NA BALCONY NA OFT NA ~TTIC (HOUSE)to) NA ~TTIC (HOUSE)(b) NA ]ARADE TO BE REMOVED NA ~TTIC (GARAGE)to) NA BONUS ROOM NA ECREENED PORCHES 211 sq. ft SUNROOM NA ]ECKS NA COVERED PORCHES NA COVERED ENTRANCE NA 300L HOUSE/ CABANA NA JNOOVEREB ENTRANCES NA to) WITHOUT STORAGE (bi WITH STORAGE DAMAGE FROM WINTER ICE SHIELD SUBJECT TO MODERATE TO HEAVY SLIGHT TO MODER-,TE 11 MENT FROST LINE DESIGN UNDERLAY DEPTH TERMITE DECAY TEMP, REQUIRED 3'-0" degrees YES FLOOD HAZARDS 1984/1998 MINIMUM UNIFORM DISqRIBUTED LIVE LOADS (In pounds per square foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (fi 40 10 PASSENGER VEHICLE GARAGES (a) 50 to) 10 ATTICS ~THOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS SO 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF BO 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPOR~NG A 2,000- POUND LOAD APPUEB OVER A 20-SQUARE-INCH AREA. b) NO STORAOE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIDNEB FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-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 R80210,1 e) BEE SECTION R502,2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MrNIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENDTH to) (rc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (bi BASEMENT WALLS, FOUNBAmONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,50D BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,50D (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER B,O00 Ed) PORCHES. CARPORTS AND STEPS 6XPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3.500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6,895 kpa (a) AT 28 DAYS (bi SEE TABLE RBOD2(1) FOR WEATHERING POTENTIAL (¢) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZINC AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE Ed) Ed) 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) BEE SECqON R402,2 FOR MrNIMUM CEMENT CONTENT FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (Ar & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FrqMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. NOTE' ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREME~4TS, ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ~NOINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT iCALCULATED FOR EACH CASE, SHEATHING NOTES: I 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 FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOC BOX BEAM ($) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND A~ FIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indiceted, Is Simpson Stron§- Tie. No Substitutions ore Approved or Authorized. Due to the Relationships of FrQming HordwQre to the other Components of tlhe Structure, <]ny Framing Hardware SubsUtuUons will Render These Plans Null and Void, and wUI Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. ROOF DRAINAGE CALCULATIONS: NEW ROOF AREA = 286 sq/fl TOTAL INCREASE IN AREA WITH COEFF. OF 1 0 (ASPHALT DRIVEWAY REMOVED/ = 109 V=AxRxc A = 227 sq/fl R - 2" RAINFALL = .17 ft C =COEFF. = 1,0 V = 227 x 1 x .166667 - 37.85 C.F, 57,83 C.F, / 8,75 CF, / VERTICAL rE: 4,335 V.F, USE (1) 4' DIA. POOLS ¢'-0" DEEP: 4 VF ALL RUN-OFF TO BE CONTAINED ON SITE (~ COPYRIDHT 2011D.A.N ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVA~ONS ARE PROTECTED UNDER FEDERAL COPYRIDHT LAW, PLANS ~AY NOT BE REPRODUCED WITHOUT WRITTEN AU~ORIZAglON, ALL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF D,A,K, ASSOCIATES, LLC, IHE RIDHT TO BUILD ONLY ONE S1RUC~JRE FRO~ THESE PLANS IS UCENSED EXCLUSIVELY TO THE BUYER, Acceptance of these drawings does not authorize the right to build with0u~ the authoRz0tJon of local governing agencies, such as Suff01k County DepU of Health Services, Town Building Departments, DEC, FEMA, etc. Verity all conditions, codes, end requirements wllh such agencies prior to D'A.K ASSOCIATES, 5OG~Tn $1reet phone: {~31J 7614071 WmfhomptonBe~ckNewYofk 11P78 f~ [~1},1~-8354 [~a~: CA~,~om OWNERSHIP & USE OF DOCUMENTS: These drawings and speclf]cations 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 connectlon with any work or project other than for which they have been prepared without written consent COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ?_ND C©ND!T!ON-=np SOl Ffl4nl n TRW~ 7~A s0 ARD SOUT',SLS TsV,rR TRUST ES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY VORK NOTES: APPROVED AS NOTED DATE: NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FORTHE FOLLOWING INSPECTIONS: 1. FOUNDATION ~ TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SRALL MEET THE RBQUIRBMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PROJECT: AS BUILT SCREENED PORCH ADDITION TO THE LOEB RESIDENCE 1050 North Road Greenport, New York DRAWING TITLE: GENERAL NOTES ISSUED FOR: DATE: SEAL:  -09-2013 NO, 96¢-2013 DRAWN BY~ BDK CHECKED BY: JJD SHEET NUMBER, G1 JAMES J DEERKOSK SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION MODEL NO H7 MODEL NO, LFTA MODEL NO MODEL NO, DIMENSIONS FASTENERS DIMENSIONS ALLOWABLE LOADS CTOTAL) ALLOWABLE UPLIFT LOADS (133) 12-1Od x lj" 775 ALLOWABLE LOAOS LARCH / SO PINE ALLOWABLE UPLIFT LOADS 41, 128 4% MATERIAL DIMENSIONS FAS~-NERS FASTENERS ALLOWABLE UPLIFT LOADS DF / SP CODE DIMENSIONS FASTENERS I NAILS ALLOWABLE TENSION LOADS ALLOWABLE~NSION LOADS FASTENERS UPLIFT NOTE: REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLAqON PROCEDURES ALLOWABLE UPLIFT LOADS (13D) HOLDOWN HOLDOWN DEFLECTION DEFLECTION AT HIGHEST ALLOWABLE DESIGN LOAD DESIGN ~rlEN RAISEB OFF LOAD THE SILL PLATE 24" CODE REF. 7, 40, 127 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHER~SE NOTED FAILURE TO COMPLY ~TI ALL NOTES ON ~rllS PLAN WITHOUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR LA~RAL DETAIl', "A" LFTA LFTA LFTA LTP4 DETA~ "B" LTP4 Simpson Strong Tie FLoor-to-FLoor Connections LTP4 MTSi6 MTSt6 HDSA LTP4 Simpson Strong-Tie FLoor-to-FLoor DETAIL "C" Connections TAKE-UP WASHER LFTA CNW COUPLER NUT HD2A COUPLER NUT SIMPSON TAKE-UP WASHER DETAII, "D" Simpson Strong-Tie ROD SYSTEM SP4 LSTAB1 MTS20 LTS20 SP4 LSTA21 DETAIl', "E" DETAIl, "F" SP4 LSTA21 DETAIL "G" Equal number specified nails in each end Simpson CS16 DRTAZL "B" Strong-Tie Simpson Slrong-Tie LUS46 DETAIl', 'T' HUSBiO 2 DETAH, "J" DETAIL "K" SIMPSON TAKE UP WASHER 'xl 2 5,, SIMPSON TAKE-UP WASHER COUPLER NUT 5,, SIMPSON __ TAKE-UP WASHER ANCHOR BOLTS DETAIL "L" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 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 & PAPER ASSOCIATION (Ar & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, (1) SHEATHING TO BE NAILED TO CFA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE ND SUBSTITUTIONS ALL Framing hordwore slhown on these plans, unless otherwise Indicaled, is Simpson Strong-Tie, No subst]tutlons ~e a. pproved or outhorized, Due to the reLotlonshlps oF Framin9 hardware to the oShem components o¢ the structure, any Fmanln9 hamdware substitutions, wiLL mende~ Sheen plans nutt 6nd void, a~d wILL mesuL± in the instatten/contr~cto~ mssuminB responsibility Con the design and perFonnmnce oF 1. he emtime systen, FOREST TWO D.A.K ASSOCIATES, 506~hS~et ph0~: [~1) 767-6071 We~fh~mpbn 8eoc~, ~w YoA 11978 f~ [~1)~-~ ~ail: C~,com i~mu,,~m & ICeU Ass o Claims, bc. ~r ~t r~d Dmlr A~:I~, LLC I OWNERSHIP & USE OF DOCUMENTS: These drawlngs and specificotions including the Ideas, design and arrangements represented therein, are the property of D A,K, ASSOCIATES, LLC, No part thereof shall be copied, dfsclesed to others or used in connection wffh any work or project other than for which they hove been prepared without written consent WORK NOTES: mROJECT: AS BUILT SCREENED PORCH ADDITION TO THE LOEB RESIDENCE 1050 North Road Greenport, New York DRAWING TITLE. SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS ~ET: ISSUED FOR, DATE: 05 09-2013 =ROJECT NO. 964 2013 BY' 8DK BY: JJD G2 JAMES d DEERKOSKI ~D EXISTING HOUSE FOOTING / POST PLAN I Note; All D~mensions are Lo be Veil[l@ In the Field I ~D NEW SCREENEE PORCH EXISTING HOUSE (2)2X8 GIRDER Handrails as Per NYS Code REFLECTIVE CEILING PLAN [~lob All Dimensions [o be VeriMd In the Fled ] EXISTING SHED ConDnuous 2X8 ACQ Floor Joists @16"ac Ilouse wBh (2)~" Log Boils ¢ FLOOR GIRDER PLAN Note: All Dimensions ute to be VerBied In [he Field 12" OFI ~/ 12" OH,j EXISTING SHED NEW SCREENED PORCH ROOF PLAN EXISTING HOUSE ~STING HOUSE REFER TO GENERAL NOTES FOR ALL STRAPPN~G NAILINg, FASTENING AND TIE DOWN DETAILS EXISTING SHED NEW SCREENED PORCH EXISTING HOUSE STEPS Handrolls as Per NYS Code FLOOR PLAN (~) COPYRIGHT 2011 ELK ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVAtiONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED ~ITHOUT WRI5£N AUIHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.AJ(. ASSOCIAI~S, LLC, THE RIGHT TO BUILO ONLY ONE STRUC~JRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Acceptance of these drawings docs not authorize the right to build without the authorization of local governfng agencies, such as Suffolk County Dept. o[ Health Services, Town Building Deportments, DEC, FEMA, etc. Verity all c0edfDons, codes, and requirements with such (o construction. I~ Malt SIr~l Wesfhampton Beach, New Yae'ic 11978 D'A'K ASSOCIATES, phone: (~1] 7~7-~071 I~ (631] 466-3354 E-Mo~: C~m'~Be~@aoLcom OWNERSHP & USE OF DOCUMENTS, - I These drawings and spec[ficoUons including the ideas, design and arrangements represented therein, are the property of DA,K ASSOCIATES, LLC, No par~ thereof shall be copied, disclosed to others or used [n connection with any work or project other than for which they have been prepared without written consent, NORK NOTES 'ROJECT. AS BUILT SCREENED PORCH ADDITION TO THE LOEB RESIDENCE 1050 North Road Greenport, New York )RAWINC TITLE PLANS AS NOTED ISSUED FOR: DATE: 05-09-2013 NO: 964-2013 BDK BY JJD A103 JAMES d DEERKOS REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND TIE DOWN DETAILS EXISTING HOUSE ....... ~ ,.HED :EXISTING SHED -- NEW SCREENED PORCH REAR ELEVATION LEFT ELEVATION (2)2x86irder EKISTING SH D (2)2x8 Girder CROSS SECTION "A" '(2)2xB O,rd~r Bolts 0redc 4M Post ^nchur EXISTING HOUSE EXISTING HOUSE (~) COPYRIGHT 2011 D,A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROfECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED ~THOUf WRITTEN AUTHORIZATION. ALL PLARS AND DESIGNS ARE THE SOLE PROPERLY OF D,A,K, ASSOCIATES, LLO, THE RfGTH TD BUILD ONLY ONE SgRUC~JRE FROM THESE PLANS IS UCENSED EXGLUSIVELY TO THE BUYER. Acceptance of these drawings does not 0ulhorlze the right to build wHhout the outhorizoU0n of local governing agencies, such as Suffolk County Dept, of Health Semces, Town Duilding Depot!merit!, DEC, FEMA, etc, Verify oil conditions, codes, end reqmrements wHh such to construction. I~ D.A.K ASSOCIATES, ~ ~hSl~et phone: W~homplon ~ack New f~ 11978 ~ )WNERSHIP ~ USE OF DOCUMENTS: -- J I These drew]rigs ~nd specificehons including the Idees, design end ~rrongements represented (herein, ere the proper(y of D A K, ASSOCIATES, LLC. No pert thereof shalf be copied, disclosed or project other then for which they hove been prepared without written consent ~ORK NOTES. =ROJECT: AS BUILT SCREENED PORCH ADDITION TO THE LOEB RESIDENCE 1050 North Road Greenport, New York }RAWiND TITLE: ELEVATIONS AND SECTION ISSUED FOR: DATE, 05-09 2013 ~ROJECT NO, 964--2013 )RAWN BY: BDK :HECKED BY: JJD A201 dAMES J DEERKOSK © D-A.K ,~OOATB, ~c