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HomeMy WebLinkAbout33989-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33756 Date: 06/03/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS ~ation of Propez~cy: 1097 SL~qSET DR (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 106 Block 8 subdivision Filed Map NO. __ Lot No. __ MATTITUCK (HAMLET) LOt 50.6 conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 6, 2008 pursuant to which Building Permit NO. 33989-Z dated JUNE 18, 2008 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 ALTERATIONS AND ADDITIONS, INCLUDING FIRST AND SECOND FLOOR DECKS, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PETER & GEORGIA SIOLAS ( OWNER ) of the aforesaid building. SUFFOLK COU~TYDBPA~TMENT OF ~F2%LTHAPPROIrAL .N/A ELECTRICAL C~KTIFICATE NO. 4016030 05/05/09 PLUMBERS ~K'rIFICATION DA'r~D 03/24/09 HOWARD WOLBERT Rev. 1/81 Form No. 6 TOWN OF SOUTtlOLD BU1LDI~G DEPARTMENT TOWN ~L 765-1802 APPLICATION FOR CERTIFICATE OF OCCLll~ANCY JUN - 3 2009 This application must b~ filled in by Wpewrkes or ink and submitted to the Building D~artment with the following: A. For ucw imlldiag or new use: 1. Final ~vey of property ~ a~ l~oa of gl bulldogs, pm~ 1~, m~, ~d unus~ mt~ or ~phic ~. 2. F~ ~p~ ~m Heal~ Dept. of water supply and sewe~ge~s~ (S-9 fo~). 3. ~pw~ ofol~tfic~ ~lafi~ ~m Bo~ of Fire Un~fi~. ofC~ C~ ~m ~t or ~g~r ~ible for ~e buii~g. B. Fore~gb~g~flor toApdlg, 195~ flo~confoming~,orbu~and"pr~exisfl~"laadmes: 1. A~ s~ey ofp~ show~g ~ pw~y 1~, ~. bufl~g ~d ~usual ~m~ or to~phic f~a~' . . - · · ~ · i 2. A p~ly ~letM ~ph~oa ~d ~ment to ~p~t s~ )y ~e ~H~t. ~a ~fficate of O~u~ncy s ~i~, ~e Bufl~g ~p~tor sh~I sm~ ~o r~ons therefor in wfit~g to ~e a~li~t. C. 1. C~rtifieate of Occupancy. New dwelling $25.00, Addition~ to dwelling $25.00, Alterations to dwelling $25.00, Swil~ming pool $25.00, Accessor3' bulldog $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Ocmupancy on pre~existing Building - $100.00 3. Copy ofCert, ifieate ofOecu!mmcy - $.25 4. Ul~latod Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Cotl~'xlcfion: Old or Pr¢~existing Building: _ V . (eh~ck one) Bamlet Subdivision Health IX-pt. Approval: Filed Map. Undervniters Approval: Planning Board Appwval: Request for: Tempor'4ry Certificate ............ Final Certificate: Fee Submitted: $ ¢~ (check one) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-1823 Telephone (631) 765-1[ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~-~ ~c~:>'~ Owner: P~",~ ~lease print) Plumber: ~~ (please print) Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of'~tT~_ , 20 0~ Notary Public, ~7/~_~. County J/~N~T V. STEWART NOTARY PUDLIG, ~t~t¢ of New Yo~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PETER SIOLAS QUALITY ELEC. INST. INC. 23 VIRGINIA AVE 1037 SUNSET DR PLAINVIEW, NY 11803, MA'I-rlTUCK, NY 11952 Located at 1097 SUNSET DR MA'I-I'ITUCK, NY 11952 Application Number: Certificate Number: 4016030 4016030 Section: Block: Lot: 50.6 Building Permit:33989Z BDC: ns11 106 8 Described as a Residential occupancy, wherein the premises electrical system consistin§ of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, addition,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thesth Day of May, Z009. Name OTY Rathe Rating Circuits Type Alarm and emergency equipment Sensor 2 0 0 Smoke Appliances and Accessories Exhaust Fan 2 0 F.H.P Panels I 60 10 Wiring And Devices AFCl 2 0 Dimmer 4 0 120 V Fixture 17 0 Incandescent Outlet 17 0 Fixture Outlet 44 0 Gen, Purpose Paddle Fan 4 0 Receptacle 4 0 GFCI Receptacle 27 0 Gen, Purpose Switch 16 0 Gen, Purpose seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by QUALITY ELEC. INST. INC. PETER SIOLAS 23 VIRGINIA AVE 1037 SUNSET DR PLAINVIEW, NY 11803, MA'I-rlTUCK, NY 11952 Located at 1097 SUNSET DR MATTITUCK, NY 11952 Application Number: 4016030 Certificate Number: 4016030 Section: 106 Block: 8 Lot: 50.6 Building Permit: 33989Z BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, addition,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the5th Day of May, 2009. Name QTY Rate Rating Circuits Type seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33989 Z Date JUNE 18, 2008 Permission is hereby granted to: PETER & GEORGIA SIOLAS 167-18 CRYDERS LANE WHITESTONE,NY 11357 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1097 SUNSET DR MATTITUCK County Tax ~ap No. 473889 Section 106 Block 0008 Lot No. 050.006 pursuant to application dated JUNE 6, 2008 and approved by the h ure ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] INSULATION ~[~FINAL ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _~ ~-/~-- o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION ~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION XFIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~RAMING~TRAPPIN~ [ ] FINAL - -~-.____.__~ [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS:__ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .~/~,FOUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE FOU3,rDATION (1ST) FOUNDATION (2ND) ROUG~t FR~"~G & PLL~IBING [NSULATIOIN PER N. ¥. STATE ENERGY CODE ADDITIONAL COM2V~NTS Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A [O OO ~ 900 0 ~*~O~OSTORM~WATER' GRADING, DRAINAGE AND EROSION CONTROL PLAN D-~'~s~lct Section Block Lot -- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NE'V/YORK. Item Number.' (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is them a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm.Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PermiU EXEMPTION: Does this project meet the minimum standards for classification as an Agriculturaf Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl Yes No STATE OF NEW YORK, That 1 ................................................................................. being duly swoin, deposes and says that ~. }ltl~icant for Pennih (Name of individual signing Do~ment} N~ ~k ~"~ No. 0]~u6~ ~d d3at be/she ~s ~c .................................................................................................... .~.~l~.i~.~k~. ................. _ , o m~ss~ ~r~ A~ 14 Ownc~ and/or rcprcscn~vc o~ ~c Ownc~ or Owners, ~d i~ duly ~a~mri~cd m perform or have pcffommd m~c ~d ~lc ~s app]~ca~on; ~at ~1 s~rcnmnL~ confined in ~is applic~on arC m~c ro ~c ~cst er his ~ow]c~g¢ Sworn to before me tiffs; ,0 ................... .~....G..-~..... day of.~ ...................... 20....~ Nota,2, Public: ...~.~.....[...~.......~%'J 'Q ...~.......F~...~ ............ FORM - 06/07 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTH(~LD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. Nor t hFork.net BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. _'~a~'~ Examined ~/~ ,20? Approved Disapproved a/c Expirauon ,20 Do you have or need the following, before applying? 6 APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUS'T Jo~ 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, telationship 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 fl~roughout 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. fi Every building permit shall expire if the work authorized has not coxranenced within 12 months after the date of issuance or has not been completed within 18 months fi-om 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 pemfit shall be required. APPLICATION IS HEREBY iVL~DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of tbe Town of Soutbold, Suffolk County, New York, and~W'~F~cable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demol~ion as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing ~, arid regulations, and to admit authorized inspectors on premises mad in building for necessary inspections~,~.~ (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~,~c~x..~ ~\-o~/~ th~> C.~-O~O.k~ (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 LicenseNo. Electricians License No. Other Trade's License No. 1. Location of land on which prop~osed work wiJl be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Filed Map No. Lot State existing use and occupancy of premises and intended use and occunancy of proposed construction: a. Existing use and occupancy ~ ~(141~h'~'~ b. lntended use and occupancy ~ ~,M,.~ ~,~x~ ~o.~ * [.15 ~C,~ / 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Estimated Cost .~\'1~,~O Fee ~ L~'75,~12 (Description) (To be paid on filing this application) 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 existing structures, if any: Front Rear ~L~ Depth Height. Number of Stories Dimensions of Game structure with alterations or additions: Front t,O~t Rear ~ Height_ Number of Stories '2- Depth 8. Dimensions of entire new construction: Front ~ I ~' Rear _Depth Height Number of Stories 9. Size oflot: Front ?/'~o~..rff Rear 70~..ChCDepth t./-,¢-. 10. DateofPurchase ~1~/I, 0~( NameofFormerOwner ~' 50 ~'~&~' 11. Zone or usc district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 4 13. Will lot be re-graded? YES__ NO J Will excess fill be removed from premises? YES __ NO 14. Names of Owner of premises ~'~-"~ ~ ('"°~L~g\Address ['°x'q c~.(~( b[14~..Phone No. (~,3h~.~g Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~ 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 topogr~hical data on / 18. Are there any covenants and restrictions with respect to this property? * YES ~ NO · IF YES, PROVIDE A COPY. survey. STATE OF NEW YORK) ss: CONNIE D. BUNCH Notary Public, State of New York COUNTY OF ) No. 01BU6185050 . uualm(,~ m ~ Coent~Ou lifted mn Suffolk ~'~"~ k..,. being duly sworn, deposes and says that {~[~~l 14, ~0 (Name of individual signing contract) above named, (S)He is the 0 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~Jg'Xdayof ~l.~_l'~ 20 ~.~ g/  Pu~lic _ ~ NOV. 17, 199;5 SURVEY FO~ MAY 4, 1995 MAR 12., 1995 PETER SIOLAS ~ GEORGIA SIOLAS OEC. 14,1992 DEC 2,1992 SEPT 25 1992 AT MATTITUCK O~TE OCT. 15, 985 ~WN ~ SOUTHOLD SCULl: ~" = lO0' SUFFO~ CO~TY, NEW ~ NO. 85- 1354 ~ E LOT $, MINOR ~UBDIVISI~ - LUIS SAN AN~ 8 ~DEN W.~NG, P~FE~I~ L DAVID SALANO ~ ~ AND ~ND SURVEYOR NY.S. ~ I J HOWARD W. YOUNG, LAND SURVEYOR SIOLAS RESIDENCE 1097 SUNSET DRIVE, MATTITUCK N.Y. GENERAL NOTES PLOT PLAN GENERAL NOTES 1. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE N.Y.S. BUILDING cONSTRUCTION CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE cONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES, 2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER'S INSPECTED AND APPROVED. SUBMIT CERTIFICATE TO OWNER uPON RECEIPT. & ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS SHOWN ON THE PLANS. UPGRADE, SERVICE, METER AND PANEL AS MAY BE REQUIRED. 4, ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH N.Y.S. CODE AND ALL APPLICABLE LOCAL REGULATIONS. 5, CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I,E, CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME TO THE oWNER PRIOR TO COMMENCING WITH WORK. D, EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE (WORKMAN'S COMPENSATION, LIARIUIY, DISABILFrF) TO THE OWNER PRIOR TO coMMENcING WORK. EACH SUBCONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO REQUESTING FINAL PAYMENT. 6. 7. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK AS TO MINIMIZE THE oWNER'S INCONVENIENCE, AND SHALL DO SO IN A WORKMAN-LIKE 7, MANNER. 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, B. FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE UNTIL THE oWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN WITH SAME, 9, PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES, UNLESS OTHERWISE NOTED, ALL EXISTINg UTILITIES SHALL BE ALTERED CAPPED, OR RELOCATED IN A MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTLTY COMPANIES HAVING JURISDICTION SO AS TO GUARANTEE A COMPLETE INSTALLATION. 11, CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS A RESULT OF HIS WORK. WHERE EXISTING MATERIALS ARE TO BE MATCHED, CARE IS TO BE TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND CONTOURS. 12, BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, gATERIALS TO BE MATCHED, WORKING sPACE AVAILABLE, SAFELY PRECAUTIONS, ETC. REQUIRED FOR THE RAFE AND EXPEDITIOUS EXECUTION OF THIS CONTRACT, FAILURE TO DO SO WILL NOT BE cAUSE FOR EXTRA COSTS TO THE oWNER OR oWNER'S REPRESENTATIVES. CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE FOUND TO BE OTHER THAN THOSE sHOWN HEREON PRIOR TO PROCEEDING WITH WORK AFFECTED BY SAME. 1:$, CONTRACTOR SHALL ~RIFY ALL DIMENSIONS PRIOR TO FABRICATION, 14, DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 16. IF coNDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER FRoM WHAT IS sHOWN oN DRAWINGS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE ENGINEER. 16. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED. 17. ALL SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. 18. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS NtUST BE SUBMITTED TO THE ARCHITEC~ IN WRITING FOR APPROVAL. 19, EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY oN THE JOB SITE DURING THE cONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFELY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, 23. BUT ARE NOT UNITED TO: PROVIDING ALL NECESSARY TEMPORARY SUPPORTS AND BRACING AS MAY BE REQUIRED PRIOR TO THE THE INSTALLATION OF NE~ STRUCTURAL ELEMENTS, AS WELL AS ADEQUATE AND 24. PROPER BARRICADES, RAIUNOS, LIGHTING, STAIRS, ETC. REQUIRED TO PROTECT THE WORKMAN, oWNER'S PERSONNEL AND OTHERS FROM INJURY DUE TO cONSTRUCTION WORK. PROVIDE FREE AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 20, FIGURED DIMENSIONS SHALL GOVERN SMALL scALE DRAWINGS WHERE DIMENSIONS ARE ESTABLISHED BY CONDfllONS. IF EXISTING, EACH cONTRACTOR SHALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. 21. GENERAL CONTRACTOR AND HIS SUBS ARE RESPONSIBLE FOR ALL LAY- OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAWINGS AS REQUIRED. GENERAL CONTRACTOR SHALL COORDINATE RESPECTIVE SUBCONTRACTORS SO AS NOT TO cAUSE UNDUE HARDSHIP, DELAY AND INTERFERENCE WITH CONDUCT OR WORK. 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THiS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR sOONER IF CONDITIONS WARRANT. 23. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEANED AND WORK IS TO BE COMPLETI[D TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. 24, THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE cONSTRUCTION OF THIS PROJECT. 25, CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADES AND WHERE REQUIRED INSTALL ALL BUILT-IN yORK, SLEEVES, INSERTS, ETC,, AS REQUIRED FOR A COMPLETE JOB. 26, SEE N.Y.S, BUILDING CONSTRUCllON CODE MANUAL FOR REOUIRED WOOD FRAME NAILING SCHEDULE. CONCRETE 1, ALL cONCRETE WORK SHALL CONFORM WiTH THE REQUIREMENTS OF THE AMERICAN cONCRETE INSTITUTE A,C.I. 31B LATEST EDITION. 2. CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT A1TENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS, 3. cONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST A,CJ, SPECIFICATION. 4, ALL TEMPERATURE REINFORCING SHALL BE SUFEICIENTEY EMBEDDED TO DEVELOP FULLL STRENGTH IN ALL cONCRETE WALLS AND SLABS. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, BEAMS, PIERS, AND WALLS, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM FORMS AND EARTH mY STEEL CHAIRS OR TIES, FOLLOW C,R.S,I, RULES FOR PLACING ALL REINFORCING STEEL AND ACCESSORIES, CONTRACTOR SHALL SUBMIT coNCITi'E MIX REPORT WITH COMPRESSION TEST RESUL1TS TO ENGINEER FOR REVI' PRIOR TO STARTING FOUNDATION CONSTRUCTION, REPRESENTATIVE TEST CYLINDERS sPIALL BE TAKEN FROM THE CONCRETE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS, TESTING SHALL BE PERFORMED AT 7 AND 28 DAYS. 9. ALL MESH SHALL BE SPLICED SO THAT THE OVERLAP BEIWEEN OUTERMOST CROSS WIRES OF EACH SHEET IS NOT LESS THAN THE sPACING OF THE CROSS WIRES PLU~S T~O INCHES, UNLESS OTHERWISE sHoWN ON THE DRAWING, 10, ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY OF ~0 (2) TONS PER SQUARE FOOT UNLESS OTHERWISE NOTED (SUBJECT TO FIELD INSPECTION AND VERIFICATION BY CONTRACTOR), 11, MAXIMUM STEP OF FOOT;NBS SHALL BE ONE VERTICALLY TO TWo HORIZONTALLY WHERE ELEVATIONS CHANGE, 12, ALL RETAINING WALLS SFKLL BE ADED~TELY BRACED DURING CONSTRUCTION TO MAINTAIN SAFELY ANB SFABILITY. BACKPLLING SHALL NOT BE PERMilTED UNTIL CONCRETE HAS ACHIEYED gO~; OF THE PECflED DESIGN STRENGTH. 13, ALL CONCRETE SHALL A1TAIN A MIN~MU~Sm~RENGTH OF 3,0CC PSI @ 28 DAYS, FOUNDATION, SLABS ON G~DE AND Co~CRETE EXPOSED TO WEATHER SHALL BE AIR~ ENTRAINED, 14. ALL coNcRETE REINFORCINC STEEL SHALL BE IN ACCORDANCE WITH ASTM A-D15 GRADE 60 DEFORMED BARS., lB. WELDED WIRE MESH SHALL E IN ACCORDANCE WITH ASTM A-185. 16, ALL STRUCTURAL MEMBERS fHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION, cONSTRUCTION OINTS SUCH AS A DAYS POUR JOINTS SHALL BE LOCAT~ED IN THE ~IIDDLE OF THE sPA~, MAIN REINFORCINO TO RUN THROUGH THE JOINT, KPF' AND ROUGHEN JOINTS TO EPOSE AGGRDGATE FOR CHEMICAL BOND, 17. NO HORIZONTAL JOINTS SRAL BR PLACm IN WALLS EXCEPT AS SHOWN ON THE ' DRAWINGS, WITHOUT THE APROV& OF fie ENGINEER. 18, MAXIMUM LENGTHS OF DUNI~TIO~ WAU ,POUR IN ONE OPERATION SHALL BE NO MORE THAN 1~/0 coNSBUT~ CDLUMNDIM. OR 60 FEET. lO, CONCRETE CONTRACTOR TO RE RBPOIBIBLE FOR SETTING ALL ANCHOR BOLTS AND) LEVELING PLATES, 20, PROVIDE CONTINUOUS 2B TREATED IILL PLATE OVER TERMITE SHIELD TIED INTO FOUNDATION WALLS,,WI~I/2" ANCH)R BOLTS 8'-0" 0,c, (iLO" MAX, FROM ALL CORNERS) WITH 10 mm,EMBED~RNT, PROVIDE SILL SEALER AND GROUT SILL PLATE TO WALL, 21. FLOOR SLABS oN GRADETO BE ~" POURED cONCRETE WITH 6x6/1.4X1,4 GA, WIRE REINFORCING AND STEE, TROWEL BIISH, PROVIDE 1/2" PREMOULDED EXPANSION JOINTING AT FLOOR SLAIAND FDU~ATION WALL PROVIDE 2" (R-lO min,) RIGID INSULATION 2'-0" EACH~AY (FOR HEALED sPACES). 22. ALL SLABS oN GRADE ~LL HALE IHICKENINGS, DEPRESSIONS, OPENINGS, ETC., AS REUIRED OR AS SHOWN HEREIN OR oN ARCHITECTURAL DRAWINB; PROVIDE POCKETS IN ILL FOR COLUMNS, BEANIs AND SLABS. MINIMUM BEARING o,N ~LS OR BFAN~Sl &" FOR SLABS, 8" FOR BEAMS, U.o.N. TOP ELEVATION OF SLANt SHALL VARY ACCORDING TO FINISH FLOOR MATERIAL, SEE: ARCHITECTURAL DRAWING. 2§. IN ANY APPROVED CON[RUCTIO~ JOINI, PROVIDE 2"X C KEY MtN, AND 24 BAR DIAMETER LAP (16" MI~iOF RDNFORC~O, EXCEPT FOR SLABS oN GRADE, 26. SLAB oN GRADE SHALL~E POURED INk,TRIPS. cONSTRUCTION OR CONTROL JOINTS] SHALL HAVE A MAXIMU~ sPACIN~ OF ~'-0" IN EITHER DIRECTION. MAXIMUM AREA I OF POUR SHALL BE 2700 ',Q. FT. 27. ALL WALL AND PIER FQTINGS SHALL ~ MINIMUM 12" THICK AND PROJECT 6" MINIMUM BEYOND ALL INC~S OF WALLS $ID PIERS UNLESS OTHERWISE NOTED. 28. GROUT USED SHALL BiNON-FERROUS ~ON-SHRINK GROUT BY IN-PAKT AND SRALLL ATTAIN A STRENGTH OF~ ~00 PSI IN 7]DAYS. 29. ALL SLAB TEMPERATUR! REINFORCEMENI~TO ,BE F1BERMESH cONCRETE REINFORCEMENT AS MAUFACTURED ,BY I~ERMESH CO. OR APPROVED EQUAL. MIXI[ING AND PLACEMENT SRALLBD IN ADCORDA~E TO MANUFACTURER'S SPECIFICATIONS. STEEL ALL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL STEEL, LATEST EDITION. ALL STRUCTURAL STEEL SHALL BE ASTM A-36, EXCEPT STRUCTURAL TUBE WHICH SHALL BE ASTM ABO0 GRADE B. AND STRUCTURAL PIPE WHICH SHALL BE ASTM AB01, & ALL STRUCTURAL STEEL USED AS EXTERIOR WALL LINTELS SHALL BE GALVANIZED. 4, BEAM CONNECTIONS SHALL BE DESIGNED TO WITHSTAND ONE-HALF THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND SPAN CONDITIONS SHOWN OR THE LOAD INDICATED oN DRAWINGS, WHICHEVER IS GREATER. B. WELDING SHALL BE IN ACCORDANCE WITH AWs SPECIFICATIONS USINO ETO-XX ELECTRODES. 6, ALL BOLTS SHALL BE ASTM A-325N AND SHALL BE INSTALLED TO A SNUG CONDITION AS DEFINED IN AISC SPECIFICATIONS. 7. ALL WELDERS SHALL BE CURRENTLY CERTIFIED. THE FOLLOWING CERTIFICATIONS ARE ACCEPTABLE', N~ YORK STATE, NEW YORK CITY DEPT. OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THE AWs CODE, PAINTING ALL STEEL AFTER FABRICATION SHALL BE THOROUGHLY CLEANED OF RUST, DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN MA~ER. AFTER CLEANING, STEEL SURFACES SHALL BE SHOP-PRIMED WITH ONE COAT OF METAL PRIMER, AND ONE COAT COLOR TO BE SELECTED BY oWNER, PAINT COATS SHALL BE FULL WETF1NG, APPLIED THOROUGHLY AND EVENLY TO THE SURFACES, AND FREE FROM SPRAY DUST, RUNS OR SAGS, PRIMER SHALL BE RUST-O-LEUM 1069 RUST-INHIBITING PRIMER OR APPROVED EQUIVALENT. SECOND COAT SHALL BE RUST-O-LEUM 1060, OR APPROVED EQUIVALENT. AFTER ERECTION, TOUCH UP ALL FIELD CONNECTIONS AND ABRADED SURFACES WITH SAME TYPE OFMATERIAL USED FOR SHOP COATING. WOOD 1, ALL LUMBER SHALL BE DOUGLAS FIR LARCH NO, 2, FB = 875 PSI, FV = 95 PSI, E = 1,600,000 PSI, MAXIMUIv( MOISTURE CONTENT < 2. ALL STUD LUMBER SHALL BE DOUGLAS FIR LARCH STUD GRADE, FB = 675 PSI, FV 95 PSI, E = 1,400,000 PSI, MAXIMUM MOISTURE OONTEitT < 197., 3, ALL WOOD coNSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN SPECIRCAllON FOR WOOD cONSTRUCTION, LATEST EDITION. 4. ALL WOOD EXPOSED TO WEATHER SHALL BE CCA TREATED IN ~CCORDANCE WEH AFPA STANDARDS, 5. ALL WOOD coNNECTORS SHALL BE BY "SIMPSON", '~FECO", OR APPROVED EQUAL. 6, MEMBERS DESIGNATED AS "GANG LAM" OR "LAMINATED VENEER LUMBER" OR "LVL" SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS BY LOUISIANA PACIFIC CORP. No SUBSTITUTES SHALL BE PERMITTED WITHOUT THE ENGINEERS APPROVAL, DESIGN STRESSES ARE AS FOLLOWS: FB = 2,950PSI, FV= 290PSI, E = 2,OO0.O00PSI 7, THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR VERIFICATION OF LOADS AND BEAM SIZES WITH MFR. PRIOR TO ORDERING AND MANUFACTURE, NOTIFY ARCHITECT OF ANY DISCREPANCIES, IN WRITING, SHOULD THERE BE A PROBLEM. 8. JOIST SIZES AND SPACING GIVEN FOR DOUG-FIR LARCH #2 (fb = 1,175 PSI Fy = BO PSI AND E=l,BxlO PSI), VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. 9. THE DESIGN LIVE LOAD IN uVING AREAS IS ~0 PSF (DL=IO PSF) ATTIC LIVE LOAD IS 20 PSF (DL=SPSF) ROOF LOAD IS 30 PSF (DL=IO PSF), ROOF sPANs AND SPANS IN LIVING AREAS ARE LIMITED TO A DEFLECTION OF 10. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED WITH WOOD BLOCKING ACCURATELY FlllY_D TO FILL THE OPENING AND ARRANGED TO PREVENT DRAR'S FROM MOVING FROM ONE sPACE TO ANOTHER. 11. PROVIDE BRIDGING 8'-0' o.c. MAX (SOUD OR CROSS BRIDGING). 12, NOTCHES OR HOLES FOR PIPING ETC, IN STRUCTURAL FRAMING MEMBERS SHALL NOT BE PERMITTED. 13. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. N. ALL FLOOR AND SKYLIGHT oPENINGS ARE TO BE FRAMED WITH DOUBLE HEADERS AND TRIMMERS, FULLY JOINED WITH STEEL BRIDGES OR '%COS", ID. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN COLD WEATHER, AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER, VENTILATION OF ATTIC AND cRAWL SPACES IS REQUIRED. BLOCKING AND BRIDGING SHOULD BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR, lB, ALL CATHEDRAL CEILINGS SHALL HAVE CONTINUOUS VENTILATION FROM EAVES TO RIDGE. SJZE INSULATION ACCORDINGLY. PROVIDE 3/C dia. VENT HOLES AS NEEDED THRU SKYLIGHT FRAMING TO MAINTAIN CONTINUOUS VENTILATION, 17, DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLESS OTHERWISE NOTED, 18, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING lB, THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED STRAPS, ANGLES, TIES, SUPPORTS, ETC. AS MAY BE REQUIRED FOR PROTECTION OF STRUCTURE FROM FORCES OF NATURE. THIS INCLUDES~ ROOF TO ROOFI ROOF TO WALLS; WALLS TO WALLS AND WALLS TO FOUNDATION, THESE FASTENERS / TIES SHALL BE AS MFR'D BY SIMPSON OR APPROVED EQUAL, COMPLY WITH ALL DOBBS OF NEW YORK STATE & TOWN AS REQUIRED AND CONDITIONS / ,//, ~OU,T!OLD TOWN ZEA /~ / /7[ SOUTNOLDTOWNP~ANNINGBOA~ A J///,. SOUTHOLDTOWNTRU~T~ . ALL CONSTRUCTION 8HALL MEET THE REQUIREMENTS OF THE ~.DEs OF NEW YORK STATE. OCcI PANcY OR OF OCCIIIPANCY CERTIFICATION OF, & CONNECTION8 ~EQU!R~D, FLOOD I E f i TOWN CODE. ZONING CALCULATIONS EXlST'~ FIP, ST FL.= P~P. Pl~T FL.= TOTAl- PH:~-~T I=L. ,~.P.'= TOT~]-- .~,E~OND PL. ~.P.-- M~O( HEIGHT PERMh lED = 55'-0" EXISTIN® HI=lC=kIT - +/-~E~'-~," PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TEK SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. RETAIN 8TORN WATER RUNOFF PIJRSUANT TO CHAPTER 2811 OF TltE TOWN CODE, LEGEND LIST OF DRAWINGS EXlSTIN~ TO I~EMAIN ~XIBTIN® P, IALL 5MOf(J~ ~1:: I ~,ARI~ON MONOXIde DE"I'~GTOR T-I A-I A-~ A-B No"rBB, LECEN~ ~ PLOT PLAN FLOOR PLAN5 ,~ DETAIL5 OEGTION5 * DETAIL5 ELEVATION5 ~VATION5 ~ DETAIL5 NOTE: PF~"ZI~E 5MC~-..E ~ETEGTION 5'i"STEM INTER LINK. E~ TO~,ETHt~t~. A5 ~ STATE C.,ODE IO~,OJO. ALL ~EDIROOMS, C, OR~IDO~ TO EAGH HAV~ oNE INSTAl I El~ PROJECT 510LA& P-,ESIDENC, E 2 5TORT' ADDITION IOq'/ E .)N ET P lVE MATTITUOF-., NY ARCHITECT NOESIS DESIGNS 25-56 31st STREET L.I.C., ~NEW YORK 11102 Tel. (718) 726-5141 Fax (718) 726-4492 GENERAL NOTES implied dimensions. All d~ensions shall be verified in STRUCTURAL CONSULTANT MECHANICAL CONSULTANT DATE 4-'1-08 SCALE: A~ NO IbC JO~ #. DRAWN BY: JAIN SHEET # T-1 ~OUNDATION ~,ALL ON C,,ONTINUOUS b"xh~" 5ILL 5EALEf~ AND TERHITE 5HEIL~ (.2) ADDITION NEPt~.¢SIO EXISTIN¢ ¢~,ONSTti~UGTION . (2.J2XlO'e I,:T'-S" ,L2)2XlO'e 5TA[P. (C, ONTRAGTOR TO VI~P.I'~¥ RE~'D RISEP.,S AND 'r't~EADS) FOUNDATION PLAN 5GALE= I/4"=I'-0" III t~i~foV~ EXIST. I~1NIDOY~VPI,a, LL SEAL EXI¢TIN& PARTIAL FIRST FLOOR PLAN SC, ALE: I/4"=1'-O" INTE~IO~ PAt~,TITION TYPIOAL INTERIOR CHASE HALL FOUNDATION DETAIL SCALE, I"=1'-0" 5'-IO" ~'-O" S'-IO" NE~' NEW ~10 J (~,~.xlo'~ i,¢'-e,. ~]~xlo's / I I I Y,IAL.L I // I/ NE~ &OC~5 5LIZ2E'P. 5EAL EXISTINE, EXIST. / SEAL ~XI~TIN¢/ EXIST. ~INDOP4 ECf;~.E55 INFORMATION: GLEAt~ OPENIN¢, 5."/ SJ=. [NOT~, ALL A~ TO t'4AT~H EXlSTIN¢ PARTIAL SECOND FLOOR PLAN 5GALE~ I/4"=1'-0" NEH EXTERIOR HALL 5" FOUNDATION HALL PARTITION TYPES SCALE: I":1'-O" PROJECT 51OLA5 RESIDENCE 2 STO~'r' ADDITION IOq% SUNSET MATTITUCK, NY ARCHITECT NOESIS DESIGNS 25-56 31st STREET LI.C.,NEW YORK 11102 Tel. (718) 726-5141 Fax (718) 726-4492 GENERAL NOTES STRUCTURAL CONSULTANT MECHANICAL CONSULTANT DATE SCALE: A~ NOTEI2 JOB #: DRAWN BY: SHEET # A-1 NEW~,~ '¢EA~ AP. CHiTEGI'JJR~L. ASPHALT ROOF ~NIN~LES TO MATCH EXISTIN~ OVER NEW ALit,4. ¢:¢J~ d::RS AND LEADERS SECOND FLOO~ TYPIC, AL EXTERIOR P~4-L ¢ONOTRUCTION, ~. FLOOR NEW AL,U~. GU~ ~EP-,5 AND LEADE~,.D - I"XS" FAD~,IA - 5/~5 ~'YPDUH PIALL IDOAlaD INT~,IOR PP. OF'OSED EXISTIN~ ~." RIGID IN,?CJLATIDN t~OAI~D TO -- DE C, OA'~D WITH KARNAK. ~ I&" O.G. EXISTING 2X8, WOOD R.~, TO ta,~HAIN TYP. NEW~"XE~" C.J. ~ lB" O,C. Pi/R-~O INSULATION NEW HALL C,.J, TO REI'4AIN T'r'P. DI~LE~X~ TOP PLATE TYP. ~ EXTt~RIOR LOAD CEILIN~ BEA~IN~ ~LL5 BOA~ IN~IO~ AT ADDITION ~/4" OAK FINI~ED ~LOO~ O~ NE~ HALL EXlSTIN~ ~2XlO WOOD ,JOISTS TO f~Ef,4AIN TYP. .¢~)~"X12." P.T, H.L.~/ I/2." I I EXISTIN~ ~.X;IO WOOD JOISTS TO t~.EIHAIN 'r"cP. -- 4" Gt~NV~L DASE r=XISTING POUNDATION WALL ~ FOOTING SECTION A-A 5DALE, I/4"=1'-0" TO REMAIN VERIF'¢ MIN.~'-O" ~:2'¢~ AN'f PART OP BUILDING WITHIN IO*-O" NUOUS VlN'YL RIDGE VENT SHINGLES -NEW ~."xlO" RIDGE NEW~"x~," C.J. ~ I~'" O.C,. R-SO INE:OLATION BATH NEW ~."xL2" F.J, ~ lB" O,¢., DBLE~X~ TO~ PLAT~ TYP. ~ EXTBRIOR LOAD BEARING I~LALLS ~/4" OAK FINISHED ~/4" F'LYWOOD 5UIBFLOOR SlDIN~ OAK FINIDHED PLYWOOD 5UBFLOOR 4" ¢t~AVEL BASE ~2)~"XIO'' P.T.H.L. ~/ I/2." OTL PLT. ~=LIT(-,H tDEAt"f C, ONTINUEOU~ ~" ~ONG. SLAB W/ EXISTING FOUNDATION J,~IALL ( FOOTING SECTION D-D 5GALE= I/4"=1'-O" CONNECTION DETAILS WFCM 1995 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE NOTED iS sIMPSON STRONG-TIE. NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER coMPONENTS OF THE STRUCTURE, ANY FRAMING HARBWARE SUBSTITUTIONS WILL RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / CONTRACTOR ASSURING RESPONSIBILI'W FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. ~ 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE sIMPSON /~/' , STRONG-TIE WOOD CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY, SIZE, ~r:E~ TYPE, MATERIAL OR FINISH MAY CAUSE THE CONNECTION TO FAIL 16D FASTENERS <~.._~.~ (8 GAUGE © 31') UNLESS ARE coMMoN NAILS AND CANNOT BE REPLACED WITH 16D ~ SINKERS (9 GAUGE @ 31') UNLESS OTHERWISE NOTED. 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. 5. JOISTS SHALL BEAR cOMPLETELY ON THE CONNECTOR SEAT AND THE GAP ,, BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 14 PER ASTM TEST ~ STANDARDS. / 6. FOR HOLD DOWNS, ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE ~ SHALL BE TAKEN TO NOT OVER - TORQUE THE NUT.Ik~ RIDGE DETAIL LSSU HB ¢ ADJUSTABLE HANGER Simpson Strong-Tis STUD TO CASE PLATE .FLOOR TO FLOOR CONNECTIONS LSSU2§-2"x6", LSSU28-2"x8", Q @ 32" 0.C. @ 32" 0.C.W. (6) 10d QALT.2"x1¢, 2"x12" G NAILS @ EACH END FACE ~{OUNT HANGER Simpson Strong-Tie (LUS) TRUSS RAFTER LUS26, LUS28,LUS26-2, coNNEcTIONS (~) LUS 28-2, LUS210-2 (~ RAFTER/TOP PLATE CONNECTION DETAIL (~) JOIST TO JOIST POST CASE cONNECTIONS Simpson Strong-lie Simpson Strong-Tie (MST0 POST / B~S[ CApS ® ® ® PLAN @ CORNER-FRAME WINDOW HEADER STRAPPING STRAPPING @ RIM JOISTS Q (~) Simpson Strong-Tie HH2 OR HH6 {~ Simpson Strong-Tie J¢STAJ¢,61n FRAMIN® DETAILS 5GALE: N.T.5. ADDITION 5UNBtET Df IVE f,'fATTI TUG{<,, N"r' ARCHITECT NOESIS DESIGNS 25-56 31st STREET L. LC., NEW YORK 11102 Tel. (718) 726-5141 Fax (718) 726-4492 GENERAL NOTES These drawings are an insmunent of service and are the property of the Architect. Infringements will be pmsecuted. Measurements shall never be scaled from the clmwings, but, instead, derived arithmetically from shown or implied dimensions. All dimensions shall be verified hi the field and any discrepancies with the approved plans shall be called to the Architects' attention immediately. The Contractor shall review the requirements of the contract drawings, so that he may be acquainted with the project as a whole in order to determine how the work of other contractors may affect the work under his contract. k~,Na, Revision / Issue )ate STRUCTURAL CONSULTANT MECHANICAL CONSULTANT DATE SCALE: JOB #: DRAWN DY: SHEET # A-2 EXISTIN~ (,,HIMNE~ TO R.ElvtAIN VERILY" MIN.~.'-O" ABOVE ANY PART OF IDUILDIN~ ~ITHIN NE~,I ~ONTINUOUD VINYL t~',ID¢E VENT TOP OF RIDGE NEVI ALJJIvf. NEP, I OIDIN~ TO - NID/t P.T. ~OOD DE~ t/' htATGH EXIDTIN¢ EXTERIOR NEW P.T. Y~IOOD DEC.,K, TC HAT~.H EXISTIN~ FIR.ST FLOOR ~ EXIGTIN~ EXISTIN~ FOUNDATION PtALL a POOTIN~ --EXI~TIN~ FRONT ELEVATION SCALE= I/4"=1'-0" TOP OP 12 ~ I= / NE~I~D YEAR AF~.CHIT~O~ */4" DEY~OD DHEATHIN* T I NE~ ~ HATGH ~ISTIN~ I I I ~ ~OP 5~P5 TO ~ ,, , 12." PlA, GONG, PILLED '$ONO TUBE' ¢ET TO A DEPTH NO LES¢ THAN ~,,~" t~ELO~ NEW ~," ~,ON~,t~ETE POUNDATION ~J/NLL ON GONTINUOUD ~ xl& OON(.,t~,ETE POOTIN(~ EXI~TIN~ POUNDATION 7 P, IALL ~ POOTIN¢ REAR ELEVATION 5OALE: I/4"=1'-0" IO'~'t SUNSET I"IATTI TUOF-., ARCHITECT NOESIS 25-56 31st STREET L.I.C., NEW YORK Tel. (718) 726-5141 Fax (718) 726-4492 DESIGNS 11102 GENERAL NOTES STRUCTURAL CONSULTANT MECHANICAL CONSULTANT DATE SCALE' SHEET # Jo,~: A-3 DRAWN BY J/~N ! NAILING SCHEDULE('EXPOSURE B ) F^~? O'~ t~JILDIN~ HI?EIIN Io'-o" ~ EXISTINg, ^~PNAL? NBMBER DP NUMBER OF + NEY, I C, ONTINUOU~ VINYL E~HIN~L.E~ JOINT DESCRIPTION coM~ION NAILS BOX NAILS NAIL SPACINg ~ID~E VENT - ---- R O O F F R A M I N G RAPer TO FOP PLAFE (FOE-NAILED) 5 - Bd J 5 - 1Dd PER RAFTER ~ ~ NE~l .-)9 yEA~, A~7,HITE~.TUt~a,L ~ ~ / CEILINg JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 1Od PER JOIST ~ ~lxt MATC~H EXI~TIN~ 0',/I~. ~ ~ ~ ___ ~ / CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) T ~/4" PLYI,~O0~ 5HEATHIN~ ~ RAFTER SLOPE: 3:12 22 - led 22 - 40d ~- IL~IN~ P^PE~. / x.~ _ ~ ~:12 17 - l§d 17 - 40d ?ROJECT ,L ~ /_____~, / 5:12 1~- 1Ed 14- 40d RACH L~ [n I.~* FE T., 7:12 10 - led 10 - 40d NE~ S-O ]~= SHIELI:> TT'F.~ - ~ §:12 AND GREATER B - 16d8- 4Da 5[OLA5 ~ ~ CEILING JOIST LAPS OVER PARIITION (FACE-NAILED) ~,~ 5TO~Y' A~PlTION I I I RAFTER SLOPE: 3:12 22 - 16d 22 - 40d 4.:12 17 - I~17- ~Od IOqq SUNSET 14 ~4. - ~Od I I ~ I 5:12 EACH LAP NE~ BLUr< ~ I~ N> 7:12 10 - ~Ba 10 - ~Oa MATTITUC~-., NY' -- ~ /~ EXIOTIN~ 9:12 AND GREATER 8 - 16d 8 - 4.Od ~ ~ ~ i ~ -- I J// ~ COU_~R tie TO ~r (faCE-N~leD) ~ I ~ 5:12 4- 1Od 4- 12d PER ~E ~ARCHITECT HATCH EXlBtlN~ I 6:12 ~D GR~R 4 - 1Od 4 - 12d ~ I BLOCKING TO ~ER (TOE-NNLED) 2 - 8d 2 - 1Od ~CH END II NOESIS DESIGNS ~ ~ 5~ND ~koo~ I Rl~ BOARD TO ~ER (~D-NAILED) 2 - 16d 3 - 16d ~CH END I 25-56 31st STREET I / W A L L F R A M I N G L.I.C., NEW YORK 11102 ~ =x Io [~ top P~ 10 10~ P~TE (FAce-NAI~) 2 -18d1 2 - l~d~ Per [001 T e 1. ( 7 1 8 ) 7 2 6 - 5 1 4 1 ~/4" PLW~O~ ~=AThlN6 I ~ lOP P~TES AT INTERseclIO~S (FAce-NAIaD) 4 - ~ Sd 5 - 18d dO[NTS -~C~ SlOE F a x ( 7 1 8 ) 7 2 6 - 4 4 9 2 - ~ e ~ ~ ~ to sxua (EAce-~gleD) 2 -lGd 2 - 1~d 24' O.C. ~ VAPO~ BA~RIE~ I -- H~ER TO H~DER (FACE-NAIaD) 16d 16d 16' OC ALONG EDGES I ' TOP OR BO~O~ P~TE TO STUD (END-NAIaD) 2 - 16d 2 - 40d PER ~UD GENERAL ~OTES I I BO~OMP~ TO FLOOR JOIST. B~OI~. ENDJOI~ OR BLOCKING (FACE-NNL~) 2 - 16d1,2 2 - 16d1,2 PER FOOT These~aw~gs~ ~stmentofsemico~d~e I prope~ of ~e ~chitect. ~gements wffi be ~ Fl~TFLO0~ IF L O O R F R A M i N O prosecuted. J I JOIST TO Sl~ TOP P~ OR GIRDER (roe-~leo) 4 -Sd 4 - l Od PER dOl~ but, mtead, derived ~e~cally from shorn or ~ O~E I BRIDOING TO JOIST (TOE-NAILED) 2 - 8d 2 - 1Od ~CH END lmpUedd~ensions. ~d~emionssha~beverffied~ I I I I I I I II I I ~e field ~d my dlscrep~cles wi~ ~e approved pl~ ~ I I I I BLOCKIng TO JOISI (TOE-NAIaD) 2 - 8d 2 - hall be called to ~e ~chitects' a~ention ~mmediately. mi I I ~ I I II 1Od ~CH END ~ ~" ~ON~ ~ '~ I BLOCKING TO SI~ OR TOP P~TE (TOE-NNLED) 3 - i 6d 4 - 16d ~CH BLOCK The Con,actor sh~l review ~e req~emenm of~e F~NDATION ~L ON I I 16d 4 - 16d ~CH JOl~ ;on,act &aw~gs, so ~at he ~y be acqu~ted wi~ ~ONTI~OU5 b"xl6" I LEDGER ~RIP TO B~ (FACE-~LED) 3 - project ~ a whole ~ order to demmlne how ~e work GON~ FOOTIN~ I I I ofo~er con,actors may ~ect I I I JOl~ ON LEDGER 10 B~ (TOE-~LED) 3 - 8d 3 - 1Od PER JOl~ coB~act. I I ~ ~D JOIST TO JO[~ (END-~D) 3 - 16d 4 - 16d PER dOIST R O O F S H E A T H I N G PANEL I~R~EDIATE EDGES SUPPO~ ' LEFT ELEVATION ~,,c,u~, P~ELS: ~L ~ ~OOTtN~ INTERIOR ZONE 5 8d 1Od 4" 6" 5~E: I/4"=lUO" Pm~R EDSE ZONE ~ Sd 1Od 4" 4" GAB~ ENDWALL RAKE WITH LOOKO~ BLOCK 8d 1Od 4' C E I L I M G ~ H E A T M I ~ G , EXIBTIN~ ~HIMN~ TO ~MAIN / I oole, I coo [, I,' [,oe / ~A~TOP~IL~INe~ITHIN IO'-O" W A L L % H E A T H I ~ EXISTING AFIPH~T~ ~ ~ ~ ~ ~ ¢ONTl~¢ VINYL ~UO~L PANE~/RARDB lARD PANEL I~RMED~TE ,HI N~LE, ~ _~~:~ . -/// ,IDle ~Nt lN~RlOR ZONE u 8d 1Od EDGES4. SU PPORTS6' ~ TO~ O~IO~ --~ 4' EDge ZONE ~ 8d lad 4" ~ ~ ~ NE~ ~EA~ A~HI~ ~ ~ RBEE~OA~D PANELS' 3" EDCE ~ 6" FIELD ~ ~ ~ ~ A~PHALT ~0~ ~HIN~LE~ TO ¥16" 6d 3 ~ ~ / MATOH ~XlGT]N¢ 0~ m..=m 25/32" 8d3 3" EDGE / 6" FIELD  ~ ~/4" pLY~O0~ SHEATHING y ~ _ ~ I~ FELT. ~IL~IN~ PA~R m G~SUM W~BO~D 5d CO0~RS 5d COOLERS EDGE / 10" FIELD ~ ~ ~ ~ 5'-0" IOE 5HIEL~ ~P. PARTIC~ BOARD PANELS 8d 8d SEE ~UFACTURER , ~~ . A~IO ,LO0, * FLOOR SHEATHING OR LESS ~. 8d 1Od ~' EDGE ~ 12~ FI[LB ~ -- ~ A~M GR~T~ T~ lOd 16d EDGE 6" FIELD ~ ~ No. Revision / issue EXISTING ABPHALT~ ~ ~ ~1 ~ ~E~ %~ ~XI~T'"~ /~ ~ ---- . ~~,~lN~TO 4 NAILING NOTES ~ I ''~'"~ l / % ~ ~ ~ ,ATGH ,XIBTIN¢ 1. NAIMN~ REQUIREUENTS ARE ~EO ON WALL SH~THING N~LED 6" ON CENTER AT THE PANEL EBBE. I, WA~ STRUCTURAL CONSULTANT  = SH~THINB IS NAILED 3' ON CE~ER AT ~E P~EL EBGE TO O~AIN HIGHER SH~R OAPAOI~ES. NAIHNg REQUIR~ENTS ~ ,~ 5~o~ ~Loom ' ~ ~ 2. WH[N WA~ S,~NO ~S CO~INUOUS 0~ CONNEC~9 ~E~aE~S. TH[ GaU~E~ NU~UE~ O[ NAI~ S~LL ~E . -- PERg~EB 10 BE REDUC[9 TO 1 - 16d PER FOOT. '-- 3. CORROSION RESISTA~ 11 OAOE ROOFING NAILS AND 16 ~OE ST~S ARE PER~ED; CHECK IBC FOR ADDmO~ REOUlEE~E~. 1 ~ ~ ~10 4. ALL QUA~TIES ARE ~ED ON OC SRACING FOE ~ERS, JOISTS AND ~UDS. ~"x~" ~0~ ~ ~T I~" 0.~. fi, FOR ROOF SH~THING W~IN 4 FE~ OF THE PERI~ER EDGE OF IHE aOOF, INCLUDING 4 ~ ON ~CH SIDE OF THE ~/4" pL~O~ ~H~ATHIN~ I~ ~ ~LT ~IL~iN~ PAPE~ ~ 6. fOR W~L SH~INO WITHIN 4 fE~ OF THE Corners, THE 4 foot EDGE zoneD A~ACHMenT REQUIREMENTS SH~ BE USED, I/~" ~Y~. BOA~ T ~1~ INflATION ~ITH ~ VAPO~ ~A~[~ MECHANICAL CONSULTANT ~I~T I J~I L J II L_ J L J I_ J L J L ~ _ T --J~ ~] ~- NEn ¢" CONO~ DATE 4-~-0~ SHEET I I I F~NDATION ~LL ON I I I GONTI~ ~"xle" SCALE: A5 NOTED I I I OoNo~ ~OOTINO , , , I I .......... ~ JOB ~ ~ZZEZZZ I .....  DRAWN BY. R IBHT ELEVATION ~L ~ FOOTINe 50~E= I/4"=1'-0"