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HomeMy WebLinkAbout36671-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 4/4/2013 CERTIFICATE OF OCCUPANCY No: 36185 Date: 4/1/2013 THIS CERTIFIES that the building DECK Location of Property: 215 South St~ Southold, SCTM #: 473889 Sec/Block/Lot: 70.-10-5.2 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 8/22/2011 pursuant to which Building Permit No. Lot No. filed in this officed dated 36671 dated 9/7/2011 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: REAR DECK AND FRONT ENTRY ADDITION TO A SINGLE FAMILY DWELLING AS APPLIED F The certificate is issued to Berry, Walter (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36671 4/3/13 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 #: 36671 Permission is hereby granted to: Berry, Walter 215 South St Date: 9/712011 Southold, NY 11971 To: construct a deck addition & front entry to an existing single family dwelling as applied for At premises located at: 215 South St, Southold SCTM # 473889 Sec/Block/Lot # 79.-16-5.2 Pursuant to application dated To expire on 3/8/2013. Fees: 8/22/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Total: $459.60 $50.00 $509.60 uilding Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be fried ia by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Fina~ surv¢y ~f pr~perty with accurate ~cati~n ~f a~ buildings~ pr~perty ~ines~ streets~ and unusua~ natura~ ~r topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrieal installation from Board 0f Fire Underwritem. 4. Sworn statement from plumber certifying that the solder uaed in system Contains less than 2/10 of 1% lead. Commcmtal budding, indnstnal braiding, multtple ~tdences 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 °f Prnperty showing all prnperty lines,'streeta, building and unusual naturai 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. Ce[tifleate 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 New Construction: Location of Property: House No. Date. Old or Pre-existing Building: ,~/ (check one) Suffolk County Tax Map No 1000, Section Subdivision Street Owner or Owners of Property: ~cZ~ Permit NO. 5 (.~(P '~. [ H~alth Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ Hamlet Date of Permit. Filed Map.. Lot: . Applicant: Underwrite~ Approval: Final Certificate: ~ . (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF $OUTHOLD Telephone (631) 765-1602 Fax (631) 765-9502 ro~er.richertt~,town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Berry Address: 215 South Street City: Southold St: NY Zip: 11971 Building Permit#: 36671 Section: 70 Block: 10 Lot: 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Residential Commerical New Addition Service I ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Indoor Outdoor Renovation Survey Hot Water NC Condenser NC Blower Appliances Switches Office Use Only 1 st Floor Pool 2nd Floor Hot Tub Attic Garage INVENTORY Duplec Recpt ~ Ceiling Fixtures ~ HID Fixtures ~~~~, 7~ GFCl Recpt Wall Fixtures LJ Smoke Detectors Single Recpt Recessed Fixtures ~ 5~ CO Detectors Range Recpt Fluorescent Fixture U Pumps Dryer Recpt Emergency Fixtures L.J Time Cl~cks Twist Lock Exit Fixtures I I TVSS Inspector Signature: Date: April 3 2013 Electrical Certificate.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION [ ~]~FOUNDATION 1ST [ ] RO?/UGH PLBG. [ ] FO~IJNDATION 2ND [~INSULATION [,~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~~ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE /~///~O~/~ INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INS,~.ULATION [~'~NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R~UGH) [ ]/E~.ECTRICAL (FINAL) REMARKS: /'"~ ~~ ~ DATE ~)~///~/} INSPECTOR ~---~~~'/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] IN..SULATION [~,~NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~///~ .Y~-'~ ~-~' d_,~, /~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~, j~~ INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG~ [ ][ ]FOUNDATION 2ND [ ]INSULATION~ ~' [ ] FWlNG/ST~NG [ ] FINAL [ ] FIRE--CE & CHIMNEY [ ] FIRE S~ INk'ION [ ] FIRE R~I~T ~N~I~ [ ] FIRE RWST~ ~TION [ ] ELECTRICAL (ROUGH) ~ E~RICAL (FILL) REMARKS: DATE ~//~//'~ INSPECTOR~'~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (6.31) 765;-1802 FAX: (631) 765;-95;02 SoutholdTown. NorthFork. net Examined Approved Disapproved a/c c]/7,20 II I PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST 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 Flood Permit Single & Separate ~B ui~~to r --~ Storm-Water Assessment Form Contact: Mail to: Expiration APPLICATION FOR BUILDING PERMIT Date ,20 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, aud waterways. c. The work covered by this application may uot be commeuced 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 iu whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupaucy. f. Every building permit shall expire if the work authorized has not commeuced within 12 mouths after the date of issuauce or has not been completed within 18 months from such date. If uo zoniug 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 Depamneut for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk Couuty, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or lbr 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 ou premises and in buildiug for necessary inspections. /o~ at~~ (Sl~n on) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofownerofpremises ~,,~ /',/. ~ ( x roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l.ocation of land on which proposed work will be done: }louse Number Street Hamlet County Tax Map No. 1000 Section '-/{.~ Block lO Lot ,~". ~ Subdivision Filed Map No. Lot State existing use and occupancy of premises an.d intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Demolition 4. Addition ~/ Alteration Repair Removal Estimated Cost If dwelling, number of dwelling units If garage, number of cars NA Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 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 Depth Dimensions of same structure with alterations or additions: Front Depth. Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of: Stories Rear .Depth 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner I 1. 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 (,U01h, c ~ Name of Architect ~ /O,J'~ Name of Contractor Address Address Address Phone No. ~,5-~'0I~/ Phone No Phone No. 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 ,/' * 1F 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 signing cootract) above named, CONNIE D. BUNCH Notary Public, 8rate of New York (S)He is the No. 01BU{1186050 (Contractor, Agent, Corporate Officer, etc.) CommlssionOuaii~OE~lr~in ~ik~tllO~rdY14, 2 IJ ~ 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 ~.)~r'x:~ dayof Q~~20 Notary Public Signature of Appli~nt Town of South.old ~ Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM i PROPERTY L T]ON: $.C.T~L t:* THE FOLLOWING ACTIONS MArY REQUIRE THE S~RMIr-SION OF h [~t~t CERTIFIED By~~I~~ SCOPE OFWORX. - PROPOSED CON$1~.UtalON 1'1']~1 # / WORK~ -~Ye~ No (~udeTo~/~aao~a~Parce',,k<atedwm~n ~X/~ . ~tedbya'rwo(2")lnc~a~,o~Saa? the Sco;e of Wo~ f,x Pmpoeed C~simdk~) .~] constmc~ act~ imp~'~o~ sur~ac~.) ~ovm,..~ raomc'r o~;cmTno. ~,,.~,.~.~,.,...~.,~ ' O~k~geamc~gazeSLo~o~?'~-,~ ,/[--'[ Ex~vaU~ ~ ~ b a ~ ~ ~ NaOmi ~ ./ Egsing G~e In~Mng ~ ~n ~ cu~cYa~~ ~ of Mategal ~Jn any Pam~ 5 E~~ ~Fbe~~ll ~ ~11~ R~ ~ Dislur~ Ac~aes ~ (5,~ S.F.) ~re F~t ~O~ ~? 6 is ~em a NaOmi Water ~me R~ ~h ~ ~ ~C S~PP ~lm~n~: or ~in ~e ~ (1 ~) ~ ~ a We~ ~ wh~ Exc~ Fifl~n (15) ~t of Ve~l ~ ~ I I ~ ~ ~ ~ ~ s~ ~ ~ ~ ~ (t)~ ~e Hund~ (100) 0f ~ Disa~? 2;~~e~~ 9 ~dl~ ~R~ ~ ~~, ~'~[ OF ~ ~O~ Nomw P~, ~e ~ ~ Yo~ CO~ O~ ........................................... ~ No. 01~61 ~ ~d ~t h~ h ~e ........... ~ .................... ......................................... '. . / ''¥~;~i~;~ ~.m) .................................. ~ ~or ~p~cn~five of ~ ~ or ~cn, ~d is d~y au~o~ ~ ~o~ or ~ ~o~cd ~e ~d ~ ~d ~ ~t ~c ~ ~ ~ffo~cd in ~e m~n~ set fo~ h ~e app~on ~cd h~. S~m to ~fore m~ ~s; ........................................... FORM - 06/10 765-1802 BUILDING DEPARTMENT TO~WN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: ,,lame: Jcense No.: ~,ddress: iPhone No:: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: *Indicates required information) 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) ' (Please Circle All That Apply} *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed} *Service Size: 1 Phase 3Phase *New Service: Re-connect Additienal Information: YES / NO Rough In YES / NO Final 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION / 7Z L Ground Surface Elevation 0.5' Dark Brown Sandy Loam (OL) 17' 2.5' Brown Loamy Sand (SM) 14' Pale Brown Fine to Medium Sand (SP) No Water Test Hole (By McDonald Geoscience 1/1 I/0D Map of Described Property Situated at Southold Town of Southold, Suffolk County, New York District 1000 Section 70 Block 10 Lot 5.2 Certified To: Walter and Christina Berry ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane Southold, New York 11971 (631) 765-6242 SURVEYED: January 8, 2001 Foundation Location: May 4, 2002 Locations of adjacent septic systems and wells are by owners and are approximate Final Survey: March 29, 2003 ~-:' %,~ Offsets and measurements are to the foundation. /~~~~~/ Elevattons refer to the Ftve Eastern Towns Topo~yaphlc Map. Scale: 1" =~;~'/ File I(4o~425 GENERALNOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CONTRACTOR NOTES GENERAL NOTES: 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILI~TM COMPANY REQDIREMENTS, 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 RIVERHEAD, NEW YORK, AGENCIES 5, 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, EEC, 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 SION OFFS 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARINO 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. 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, 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, CUMAqC AND GEOGRAPHIC DESIGN CRITERIA GROUND WiND SEISMIC SUBJECT TO DAMAGE FROM WINTER MEICENT SHIELD SNOW SPEED (mph) DESIGN SEVERE FROST LINE MODERATE TO HEAVY DESIGN UNDERLAY- LOAD CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP, REQUIRED 45 Ibs/sqfC 120 (mph C S'-O" TO MODERATE 11 degrees YES DESIGN CRITERIA PRESCRIPSVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R 3 TYPE OF CONSTRUCTION (CHAPTER S) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT. BUILDLNG ADDITIOF THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIOHT S STORY OF THE HIGHEST ROOF AS PER TABLE 503 AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEIGHT FROM RIDGE TO GRADE ON ADDITION 13'-8¼" LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT, DECK FRAMING MATERIAL SCA NC PINE #2 AND BETTER AREAS OF STRUCTURE BRAWL SPACE NA BASEMENT NA PST FLOOR 50 sq, ft. SECOND FLOOR NA THIRD FLOOR NA ~ALCONY NA _OFT NA ATTIC (HOUSE)to) NA ATtC (HOUSE)(b) NA gARAGE NA ATTIC (GARAGE)(~) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS 550 sq. fE COVERED PORCHES NA COVERED ENTRANCE NA (o) WITHOUT STORAGE (b) WITH STORAGE Wood: Notes: All studs to be SPF ~2 or better, and oll other structurol wood to be Douglos Fir #2 or better. All structuro,I wood sholl be in occordonce with the notionol design specificoSons for wood construcMon - Nolhng schedule sholl be in occordonce with the specified code, Pre-monufoctured trusses, o, All trusses short be "shoped" os shown on orchitecturol cross sections, b Trusses sholl boor o Deco number Gna sholl be monufoctured by o registered monufocturer 5. Erect God b~roce trusses in occordonce to truss DIcta institute recommendotions, 6. Plywood she,othin9, o. All plywood sholl be in occordonce with the Amerlcon Plywood Associot[on (APA) specificoBons, b, Plywood sheothlng sholl be contlnuous over two or more sports wdh groin of fore corD,otc±ion or equol, 7. All sills sholl be pressure preservotive treoted (.4 PSF retention) STP //2 or better. B. Design values: o. Froming Lumber; DF (north) No, 2 or better E = 1,600,000 PSI Pv = 95 PSI Fb - 825 PSI 9. Design volues: o. Lomiinoted Veneer Lumber (LVL): E = 1,900,000 PSI F,v = 285 PS[ Fib = 2500 PSI SLIGHT FLOOD HAZARDS 1984/1998 MINIMUM U~IFORM DISTRIBUTED LiVE LOADS USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 80 10 DECKS (f) AO 10 PASSENGER VEHICLE GARAGES (a) 50 (o) 10 ATTICS WITHOUT 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 DUARDRAIL AND HANDRAILS (d) 200 (¢) 10 ROOF SO 10 o) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORqNG A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA, b) NO STORAGE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED 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 NTH SECtiON R802,10,% e) SEE SECTION R502,2,1 FOR BECKS ATTACHED TO EXTERIOR WALLS TABLE R402,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Iotest edition. plys across 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 DEERKOSKD ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFE~ 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 A~ORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS ADREEMENT. WIND EXPOS~URE CATEGORW $ MINIMDM SPECIFIED COMPRESSION STRENGTH (u) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUC~ON WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE ¥~ATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (¢) GRADE, EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 5,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 5,500 (d) FOR SI, 1 POUND PER SQUARE INCH + 6,B95 kpa to) AT 28 DAYS PSI (b) SEE TABLE HSD1,2(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 BECKON R402,2 FOR MINIMUMSEMENT CONTENT, 5 B 7 GENERAL: REGULATIONS OF ALL OTHER AGENCIES HAVING dURISDICTION FIRE SAFETY: A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED EL 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. 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 CAS TO BE USED DURING CONSTRUCTIONI. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND IN A SUCH NATURAL GAS ~.EAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE DUST CONTROL: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDrATE 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, NOISE AFTER HOURS' A, CONSTRUCTrON OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B, EXCEPT LEGAL HOLIDAYS, CONTRACTOR MUST OBTAIN WHITEN 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 INCONVENIENCES 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 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. PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION [N ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. PRESORIPTIVE DESIGN CRITERIA AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4,4,1 - 101.4.4.3 101.4.4.1 ADDITIONS: ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING SYSTEM(S) TO COMPLY WITH CODE. ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. 101.4.4.5 OTHER ALTERATIONS WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SECTION 402 BUILDING THERMAL ENVELOPE 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 5. 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 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, 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, NOTESr 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 SBC HIGH WIND EDITION, (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Froming Hordware Shown o~n these Plons, Unless Otherwise Indic~Ded, is ~Simpson SDrong- Tie. No Substitutions ~re Appro~ved or Authorized. Due to the Relationships of Frmming Hardware to the other Components of tdne Structure, any Framing Hardware Substitutions~ will Render These Plans Null and Void, on(d will Result in the InstGBer / Contractor Assumin~ Responsibility for the Design and Performance o)f the Entire System, D.AoK ASSOCIATES, ue ~0~ M~ ~et phew: {~31)/g-~ Wed~mploole~:h, NewY~ I1~ ~ {~1}~-~ These drowings God specificotions including the ideas, design and orrongements represented therein, ore the property of D,A,K, ASSOCIATES, LLC. No port thereof sholl be copied, disclosed to others or used in connection with ony work or project other Chon for which they hove been prepored without written consent, WORK NOTES: PROJECT: v,'i"i"!:".!, r'x RESIDENCE " ' I GAGENS LANDING ROAD APPROYEB A$1OTED 80 TBOLB, NJW DATE~ a.p,~ FEE: ~. ~ BY_ ~E: NOTIFY BUILDING OEP ~'FMEN~ AT n 765-1ao2 8 m TO mEGENE L NOTES ~ .¢ '¢ ~,1 'FOUNDATON ~ TWO EQUIRED ISSUED FOR: DATE: DATE; F AUG, 12, 2011 929-2011 BY: CHECKED BY: JJD ¢ FOR POURED CONC[ " 2 ROUGH-FRAMING PLU~, S~RAPPlNG, ELECTRIC~ 3 INSULATION 4 FINAL- CONSTRUCTION MUST BE COMPLETE FOP ALL CONSTRUCTION SHALL~ REQUIREMENTS OF THE L, YORK STA~E NOT RESPOA DESIGN OR GONSTRUCTIOi* ~ COPYRIGHT 2011 EA.K ASSOCIATES, LLD. ALL FLOOR PLANS AND ELEVARONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, INSPECTION PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AU~ORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF . . D,A,K, ASSOCIATES, LLC, ~I~E RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Acce¢once of these drowings does not outhorlze the right to build the outhorizoDoe of Iocel governing ogencfes, such os Sulfolk County Oept 0f fle01th Services, Town Building Deportments, DEC, FNMA, etc, Verily 0Il conditions, codes, ond requiremen[s with such agencies prior to c0nstrucb0n. ~TE SET: 0 EFT THE DES OF NEW IDLE FOR SEAL: G1 JAMES J DEERKOSKI © D.A.£ ABrOgATE& u~ SIMPSON STRONG-TIE CONNECTORS - FOR CONSTRUCTION H7 H6 FASTENERS LATERAL UPLIFT (135/160) DIMENSIONS CTOTAL) 1Od x lj" (133 / 160) MATERIAL DIMENSIONS DIMENSIONS FASTENERS OF / SP DI,MENBIONS FASTENERS (TOTAL) ALLOWABLE ~NSION LOADS NAILS MODEL FASTENERS UPLIFT NO NOTE: REFER TO SIMPSON WOOD CONSTRUCHON CONNECTORS NANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS 033) LENGTH OF BOLT IN WOOD MEMBER CODE REF. (DF/BP) (133} LENDTH OF BOLT 2,3 IN V~RTICAL WOOD MEMBER HOLDOWN DEFLECTION AT HIGHEST ALLOWABLE LOAO DESIGN WHEN RAISED OFF NOTE ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTRER~SE NOTED, FAILURE TO COMPLY ~TH ALL NOTES ON fills PLAN WITHOUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR* DETAIl. "A" LFTA LFTA LFTA LTP4 DETAf[, "B" LTP4 Simpson Strong-Tie FLoor-to-FLoor Connections NTS1G MTS16 HDSA LTP4 LTP4 Simpson Strong-Tie FLoor-to-BLoom DETAH. "C" Connecl. ions TAKE-UP WASHER INTB PLATE~ LFTA HDBA COUPLER NUT DETAIl. "D" Simpson Strong-Tie RBD SYSTEM MTSBO LTS20 SP4 LSTA21 DETAH, "E" DETAIl, "F" SP4 LSTA21 STA21 DETAIL "G" Equal number speclFred molts each end Simpson CS16 DETArL "H" Strolng Tie )son Strong-Tie LUS46 DETAIL 'T' HUSBIO-B DETAIL "J" DETAfL "K" SIMPSON TAKE-UP WASHER 5,, g- SrMPSON 'TAKE UP WASHER COUPLER NUT 8- 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 lin ACCORDANCE WITH THE NAILrNG SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (Ar & P~A) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIIGH WIND EDITION. (1) SHEATHING TO BE NAILED T(O CCA SILL (2) SHEATHING TO EQUALLY SPA~N 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHrNG TO EQUALLY SPA~N 2ND FLOOR AND ATFIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SU3STITUTIDNS ALL Framing hardwore shogun on these plans, unless otherwise indicate(d, is Srnpson Strung-Tie, No substitutions ore ~pplroved or authorized, Due to the relationships of ?ramln9 herdware to the other components o?' the structure, any ?r&mim9 hardware substitutions wilLL render these proms nuLL and void, and wilt result in the [nstoLLer/controctom assumln9 pespo~sibl[Ity ¢o,m the deslg~ ~nd performance 0¢ the entime system, D.A.K ASSOCIATES, w~ lea:~ New Ya'k I1~ pl~: (&1Ii 16/4071 m {nl),~-~,.q These drawings and specifications including the Ideos, design ~nd errongements represented bherein, are the property of D,A.K, ASSOCIATES. LLC. No pert thereof sh~ll be copied, disclosed [o others or used in connection with any work or project other th0n for which they hove been prepered without wN~ten consent, WORK NOTES: 'ROJECT: BERRY RESIDENCE GAGENS LANDING ROAD $OUTHOLD, NEW YORK RAWING TITLE, SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS ISSUED FOR: DATE: AUG, 12, 2011 PROJECT NO: 929-2011 BY: BDK 3HECKED BY: JJD G2 d DEERKOSKI D D-A.I[ ~ REFER TO GENERAL NOTES FOR ALL STRAPPINGL NAILING, FASTENING AND TIE DOWN DETAILS Existing Garage (.~ (3)2N1B ^CO Gird,r (~ (5)2N1t AC~ BirDer a)xxlo ACC Birder Pos[ New Deck (5)2X1D ACe Birder Tube F~led with B000l C0ncreb (1)lj'xt~' L~Bush Deem New ~ Entrance Existing Basement Ex]sting Basement Existing Basement Existing Basement FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTE: ALL ANCHOR DOLTS ARE TO HAVE Y'xY' BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" DC, FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE FLRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STAE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (Ar & PA) MOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND lM/O FAMILY DWELLINGS, 2001 SBO HIGH ~ND EDITION. NOE. ALL ROOMS MEET OR EXCEED ?dE NYS, STANDARDS FOR ?dE NATURAL LIGHT AND VENILATION REQUIREMENTS, NOTE: UNLESS OTRERWBE NOTED ALL HEADERS ARE TO BE (2)l~"x 9)¢ LVL HEADERS EXISTING HOUSE 2XIB ACQ Floor Joists IB"~, 4X4 ACQ Post 4X4 Simpson P~t Anchor 1/2"x lB" Anchor Belts DECK CROSS SECTION SCALE: 1/2" = 1'-0" .F 5/4"x 6" TREX FLAT BENCH PLAN SCALE: 1/2' = 1'-0" Steps 2x12 ACQ 2x12 ACQ Outer Stringer Inner Stringer STAIR DESIGN PLAN SCALE: 1/2" = l'-O" 2x6 Clear Ced0r Top tail 2x4 S~ Bedar Subra[I I/2' 2x2 Balisters --Simpson HB Tydo~n RAIL PLAN SCALE: 1/2" = 1'-O" NO ,1~ NAOD~;HiONSEAsT A1~ T%%%c%~B~' J 2USHIO~ SUPPLED BY O~ER txlO ACQ JOISTS - lB"ac, tODD BLACKING AROUND POST BENCH DETAIL C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVAIIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLF PROPERTY OF D,A,K, ASSOCIATES~ THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS UCENSED EXCLUSIVELY TO THE BUYER, Acceptance of these drow[ngs does not authorize the right to build without the authorization of local 9overning agencies, such as Suffolk County Dept. of HeoBh Services, To~n BuDding BeRet!lent!, DEC, FEMA, etc, Verify oil condiDons, codes, and requirements with such to construction. i~ D.MK ASSOCIATES, ~c I ~imhSlreef pho~, (all 7~.~71m . IOWNERSHIP A USE OF DOCUMENTS:~ I These drawings and specifications Including the ideas, design and arrangements represented therefn, ore the property of D.A.K ASSOCIATES, LLC, No path thereof shall be copied, disclosed to others or used in connection w?th any work or project other than for which they hove been prepared without written consent ~ORK NOTES: )ROJECT: BERRY RESIDENCE GAGENS LANDING ROAD $OUTHOLD, NEW YORK )RAWINO TITLE: AS NOTED ~ET: ISSUED FOR: DATE: rATE' AUG, 12, 2011 PROJECT NO: 929-2011 BY: BDK BY: alO1 JAMES d DEERKOSKI D'A'[ ~ ~ Ex[sting Garage J8 New Enlmnce ROOF PLAN NOEE: ALL ANCHOR BOLTS ARE TO HAVE 5"x5" BASE PLATES TO BE USED AS WASHERS, (SIMPSON) NOTE: FLOOR JOJSTS ARE TO BE SOLrD BLOCKED NB" Dc. FOR FIRST TWO FRAME BAYS PARALEL TO EACH OTHER FROM BACH END OR SIDE OF HOUSE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF ~HE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (Ar & PA) mOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBR HIGH W1ND EDIOON. NOB: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NADRAL LIGHT AND VENTILATION REQUIREMENTS. NOTE UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1~'x 9~" LVL HEADERS ExisLing Garage REFER TO GENERAL NOTES FOR ALL STRAPPING~ NAILING, FASTENING AND TIE DOWN DETAILS II ii /I iI ii / New Deck j j"× 6' flex TAG DeckingI / New Existing Bathroom Existing Bedroom 3o68 L ,~ ~, [ FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ALL INTERIOR & ~TERIOR HEADERS ARE TO BE A MINrMuM DF(2) I~' x ~" LVL UNLESS OIHERW1S~ SPECIFIED C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED NTHOUT mITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSODIAES, LLC. THE RIGHT TO BUILD ONLY ONE S]RUCTURE PROM ~ESR PLANS IS MCENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorizaUon of local governing agencies, such as Suffolk County Dept. o{ Health Services, Town BuTIdiag Depar!ment~, DEC, FEB& etc. Verify all conditions, codes, and requwements with such to construction, [~ D-A-K ASSOCIA1ES, ~c WedRompl~ BeD:h, N~wY~ I1~ E.P,'miC C.~nlGeffi~o~com VORK NOTES. 'ROJECT: BERRY RESIDENCE GAGENSLANDING ROAD $OUTHOLD, NEWYORK DRAWING TITLE: FIRST FLOOR PLAN lET: ISSUED FOR: DATE: AUG. 12, 2011 NO: 929-2011 DRAWN BY: BDK ;HECKED BY: JJD A102 d DEERKOSK FRONT ELEVATION SCALE: 1/4" = 1'-0' LEFT ELEVATION SCALE: 1/4' = 1'-0" [/~ D.A,K ASSOCIATES, ~c ~ohSlreer ~o.e: {~3117~7-~ Wesfilomplofl ~x:h, New y~ 11f/8 ~ VORK NOTES: ROJECT: BERRY RESIDENCE GAGENS LANDING ROAD SOUTHOLD, NEW YORK )RAWING TITLE' ELEVATIONS - AS NOTED SET' ISSUED FOR: DATE: SEAL: (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LEg. ALE FLOOR PLANS AND ELEVATIONS ARE PROgECTED UNDER FEDERAL COPYRIGHT LAW, PLANS NAY NOT BE REPRODUCED NIHOUT WRITTEN AUTHORIZATIDN. ALE PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A,K, ASSOOIAI[S, LL¢. IHE RIGHT TO BUILD ONLY ONE SlRUCIURE FRO~I THESE PLANS iS UCENSED EXCLUSIVELY TO ME BUYER, Acceptance o[ these drawings docs no[ euthorize the right 0~ build without the au~hoBzation of local governing agencies, such as Suffork County Dept. of Health Serv'nee, Town Building Depar!meet!, DEC, FE,~& etc. Verify all condN]ons, codes, and requirements with such to construction. D-A.% DATE' AUD. 12, 2011 PROJECT NO: 929-2011 DRAWN CHECKED A201 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS Exisling Garage [ New Entrance CROSS SECTION SCALE 1~'= 1'-0" Azek Soffit 1 = x ¢ Azek Freeze (Match Existing) Existing Basemenl These drawings and speclflcafiions including fihe [herein, are the property of D,A K, ASSOCIATES, LLC, No parfi thereof shall be copied, disclosed or project other than for whrch they have been prepared w~thout written consent, VORK NOTES: ~ROJECT: BERRY RESIDENCE GAGENS LANDING ROAD SOUTHOLD, NEW YORK )RAWING TITLE; CROSS SECTIONS SET' ISSUED FOR' DATE' SEAL DATE:  AUG. 12, 2011 PROJECT,O, --- ' 929-2011 8cAL,.--CROSS,~. ,.~. SECTION ~ JAMES d DEER