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HomeMy WebLinkAbout29511-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31331 Date: 12/13/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 300 CLEARVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 4 Lot 8 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 16, 2003 pursuant to which Building Permit No_ 29511-Z dated JUNE 23, 2003 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CANDACE CORLETT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 101328C 10/28/05 PLUMBERS CERTIFICATION DATED 06/29/05 STEVEN LUTZ Aut17 rized Signature Rev. 1/81 !/ Form No.6 _ TOWN OF SOUTHOLD r - BUILDING DEPARTMENT TOWN HALL 765-1802 12005 I ' APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department pini$g: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a 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$25.00,Additions to dwelling$25.00 Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory adding$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15,00 Date. L New Construction: 2 Old or Pre-existing Building: (check one) Location of Property: 3 C�L 6A 4 J i E r.J Il� +- ?% c,*h House No. Street Hamlet Owner or Owners of Property: 0—,j IV�qk r— CO)2 L6 ii n Suffolk County Tax Map No 1000, Section /4 Block Lot SubdivisionoL-! (� I Filed Map. Lot: � Permit No. Date of Permit. `1 1 �O 3 Applicant:C L CO L l �L C Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 07 g ,Apllicant Signatur Oct 11 04 02: 09a H R Prince Inc 631 722 5481 p. 2 n, 28 0 ElectricalInspectiion Certificate Issue Data Elecldoal Inspealloe Service,Inc. Appllcauon 1o/2ar"s 3T5 Dunton Avenue 1013200 East ftkhogue.Now York 11772 (631)26Kia2 Issued To: Ms. Candice Cotten street 300 Clearvlaw Road Village: Cedar Beach Zip: 11871 Town! Southold Section: Block: Lot Contractor: M. C.Electric Lic.* 4391-E Wad a M&Mbd mal found b be In Caapliarra,with Ha Nzdo l Elaftkmi Coda. U Com wa W Cl My Deyots ❑ Peel [kJ 1st Floor 99 Indoor M easemetd G Hot Tub k.I RealdenUal CI Oct.Garage 0 Attk: Q t 2nd Floor CI outdoor 17 Addklen Ll Survey Swlfchas Recggsclm Rsttras GR Maarvs AIC Fans 46 27 42 10 3 Dishwasher Wastw/Anw Dryw/Amps Own RsneWAmps Mkrowaves 1 1 20 1 30 1/40 1 GAS 1 Fumme DA oda ckcu4tors Smoke 00"CW DW Translonow 1 X 3 7 Main Amps Phase l/6VOM Jewtss/ Tellews/on CODatee6s► 1120 1 200 / 3 E11dg. Permit Othera � -200 Amp M mp Main Breaker Panel I Hugo S. Sura } President I I Italgh lnspac0an: 011MV2006 [nrparmr: Jahn Mo Mahm in Fnal inrpacum: 01IM U011mr: John Mc Whoa III Thea aAskate naot not be Wiered In any mamar. k*Ackn may be idwwfwd by than w0dantlak. Jul 08 04 02: 34a p. l OSgfF8l r�0 Town Halt,53095 Main Road Of. Fax(631)765-9502 P.O.Box 1179 y9�1 �QQ' Telephone(631)765.1802 Southold,New York 11971-0959 / BUILDING DEPARTMENT TOWN OF SOUTHOLD ti. CERTIFICATION lv J � 1v j � j Date: / Building Permit No.o rI- // — Owner: 0/1U--'-H C 8 Cv P-1-'I'/ (Please print) Plumber: 6C11-?-- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ature) Swom to helore me this a15— d of 20-f5� Notary Public, ounty ANTOIN NOTARY PUBIS Se�A01 � York No.30-3219150 1]ueNlled In Nassau Co urgy �1rMrMNlon Explrye 3 -2 om-7 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. 29511 Z Date JUNE 23 , 2003 Permission is hereby granted to : CANDACE CORLETT 8435 KENDRICK PLACE JAMAICA ESTATES,NY 11432 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES WITH FLOOD PERMIT at premises located at 300 CLEARVIEW RD SOUTHOLD County Tax Map No. 473889 Section 090 Block 0004 Lot No. 008 . 003 pursuant to application dated JUNE 16, 2003 and approved by the Building Inspector to expire on DECEMBER 23 , 2 Fee $ 765 . 40 Author ' zed'Si ORIGINAL Rev. 5/8/02 ,r Albert J. Krupski, President gUFFO( 0�� C�/' Town Hall James King,Vice-President h� TY 53095 Route 25 Artie Foster p P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson G.j. O�� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 27, 2003 Mr. Dan Hall Land Use Ecological Services, Inc. 2576 Sound Avenue Baiting Hollow,NY 11933 RE: SCTM#90-4-8.1 & 8.2 Candace M. Corlett 300 Clearview Road Southold, NY Dear Mr. Hall: The Board of Town Trustees took the following action during a Regular Meeting, held on May 21, 2003 regarding the above matter WHEREAS, Land Use Ecological Services, Inc. on behalf of Candace M. Corlett applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated April 7, 2003 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 21, 2003 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town. NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approved the application of Land Use Ecological Services, Inc. on behalf of CANDACE M. CORLETT for a Wetland Permit to construct extensions and additions to an existing single fancily residence a 603.5 s.f. +/- covered porch is proposed with a new entry on the front of the existing residence a 745 +/- addition is proposed on the north and east side of the existing residence 768 +/- s.f. of deck area is proposed on the east side of the residence a 216 +/- s.f. screened porch is proposed on the south side of the residence a 31'x22' (682 s.f.) detached garage is proposed south of the existing residence. Pervious earth driveway in front of residence and to access proposed detached garage—proposed structure to the wetlands line is the proposed deck, which is proposed to be setback 86 feet. With the stipulation of a hay bale line during construction at fifty foot back from the wetland line — drywells and gutters on the house on all of the extensions. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. Inspections are required at a fee of$5.00 per inspection. (See attached schedule). FEES: $5.00 Very truly yours, Ad 1 . pski, Jr ' President, Board of Trustees AJK/cjc cc DEC Building Department 2 JOHN F. SANDGREN ARCHITECT November 23, 2005 Southold Building Department 9 53095 Route 25 Southhold,New York 11971 Re: Corlett Residence 300 Clearview Road Southold,NY Permit# 29511Z Dear Sirs, I, John Sandgren, as architect of record for the above residence hereby certify that the poured concrete footings and foundation walls were constructed properly as per the working drawings filed with the Town for the building permit as well as in accordance with all State and local building codes. If you have any additional comments, please contact me. f i Sincerely, 1AED A& w _O John F. Sandgren, R.A. ? � tiq oiaj3y .0; ; i s W JFS/le r, l k y a "4 a 10 MINEOLA AVENUE - ROSLYN HEIGHTS NEW YORK 11577 - 516-621-6400 JOHN F. SANDGREN ARCHITECT January 7, 2004 Town of Southold Building Department Town Hall 53095 Main Road Southold, New York 11971 RE: Corlett Residence—Clear View Road, Southold- Section: 090 ; Block: 04 ;Lot: 08.1 Dear Sirs, I am responding to changes that were made at the above referenced project. The contractor supplied and installed the proper wind strapping as indicated on drawing SPEC-1 dated 6-16-03, to comply with the International Building Code which took effect in January 2003. The beams in the second floor framing were changed from 2x10's to 2x8's to conform to the existing floor beams in the existing residence. Girders were resized to be 2- 1 '/d'x 7 '/z" microlams with %2"x 7" steel flitch plates.The drawings called for 9 '/2" microlams with 3/8"x 9" steel plates. The new design satisfies requirements for 40# loads as well as deflection based on L/360. Should you have any questions regarding the construction, please contact us. Sincerely, .............. •� .�ERED ARtkl w`� 4��`P.SAryOC FC�'4Zi * �° 0 9� ' a John F. Sand en R.A. •"•A oFkti F rsI •r JS/le 10 MINEOLA AVENUE - ROSLYN HEIGHTS - NEW YORK 11577 - 516-621-6400 765-1802 BUILDING DEPT. INSPECTION [ 1- FOUNDATION IST [ ) ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY RES: O - > 77 DATE ? INSPECTOR 76S-1802 BUILDING DEPT. SPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: l 1! 'rte DATE INSPECTOR G' 765.1802 BUILDING DEPT. k INSPECTION [ UND 'ION IST [ ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ F ING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS:6 i 216 M DAT / < 7 0 INSPECTOR ass-lW2 BUILDING DEPT. INSPECTION [ ] FOUN TION IST [ ] ROUGH PLBG. 00- NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLAC & CHI NEY n RE RKS: d` —i DATE � � � INSPECTO r r 1 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY --- R ARKS:6n1 /� /��co5 �'C. r�ZcC L=��L DATE ( INSPE G�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:/ v r` aZ © \ DATE /16S INSPECTOR ' 765-1602 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [XFINA�o BG. [ ] FOUNDATION 2ND [ N [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR _ z TOWN OF SOUTHOLD PROPERTY 11EIRI !ORD CKRUy��-- OWNER STREET VILLAGE DIST. SUB. LOT u �0 S .6. ,z A . ORM6R OWNER N E ACR. i 1,01 hP U i30.,t Clf—O • S W TYPE OF BUILDING ES. SEAS. VL �3 FARM COMM. CB. MISC. Mkt. Value LAND IMP, TOTAL DATE REMARKS - s ql- >,lia a4q- unn,:50n 4Ano ,- 'o - nn65vt, - ne c. le o a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER P J1S1af 3s r %'JP : 1/0 Brushland FRONTAGE ON ROAD i 7 7 House Plot DEPTH z y a ` q ✓ BULKHEAD Total DOCK w ,a -,. '., ,,..,.,,y �'—, , ,..,,. , I Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dee.state.ny.us Erin M.Crotty Commissioner LETTER OF NON-JURISDICTION: TIDAL WETLANDS ACT April 1, 2003 Candace M. Corlett 84-36 Kendrick Place Jamaica Estates, Ny 11432 Re: Coreltt Property 300 Clearview Road Southold, NY 11971 DEC# 1-4738-03091/00004 Dear Ms. Corlett: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of the ten foot(MSL)elevation contour on a gradual, natural slope as shown on the survey prepared by Stanley J. Isaksen, Jr. last revised August 19, 2002, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm, Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George Hammarth Permit Administrator cc: Land Use Ecological Services BMHP BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: &'IIb /03 APPLICANT: cAlvp� DATE SUBMITTED: 6 /x/03 SCTM#DISTRICT: 1,000, SECTION: 'lb , BLOCK: , LOT: eS SUBDIVISION:C92W ,BOW ADDRESS . C44trlt2J z. CITY,�y� ZONING DISTRICT: CONFORMING? //O BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO _/BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: 6 REQ. LOT COV. o� ACT. LOT COV. ,� REQ. FRONT p PROP. FRONT �RE SIDE /SSr ACT. SIDE / Q Q REQ. REAR Sp PROP. REAR REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: AWMS 7D RF.D,, , / ESTIMATED PROJECT COST:f 1704IT NGINEER[�,,Qb ,Q,) WATERFRONT? ' DESCRIPTIONP,kA"z&$,1_PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES d,QNOBED#): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or) .UJ Q,�S NEW YORK STATE DEC: PRE-DEC 9 r NO DTE: _/ / PERMIT#: SOUTHOLD TOWN TRUSTEES: NO DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: A- NEW DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES TE_ / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: Giv.A--f FEE STRUCTURE: FOUNDATION: -r SF FIRST FLOOR: 12A 15 SF SECOND FLOOR: 6 4 SF OTHER: / *147 SF fes- INIT OTHER TOTAL TOTAL: SF FEE FEE FEE C� 1. SF)- ( _SF)= My SF X $ 3y =$ +$l) +$ =$ b 2. ( SF)- (SF)= SFX$ =$ +$ +$ = $ 3. ( SF)- (SF)= SF X $ =$ +$ +$ =$A O M r/ko FINAL T : $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST LIMATIC/GEOGRAPHIC D IGN CRITERIA: / J Ground Snow Load:45 Wind Speed. 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: �4 USE/OCCUPANCY CLASSIF CATION: HEIGHT/FIRE AREA: k TYPE OF CONSTRUCTION: Vzon ,pQym%AG DESIGN CRITERIA: ENGINEER - FcZRm� u1FCMA FULL FRAMING DESIGN ELEMENTS-ON HEADERS:(V/N WALL STUDS:Q/N GIRDERS:&N CEILING JOISTS3&N FLOOR JOISTS:IDN ROOF RAFTERS:t'N LUMBER SPECIES AND GRADE:(q/N DESIGNOAD CALC ATIONS: LIVE: /N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: IS TEST RE `IREMENTS: //N SS 5.7 Sy. .: Y1N HT 8%: NT 4%: /N AILING/CONSTRUCTI0 CHEDULE: �l/N ANS OF EGRESS. PLUMBING RISER DIAGRAM:0/N Do t tJ£4Q 8i 26S LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) TOWN OF SOUTHOLD PROPERTY RECORD CARD ' , OWNER STREET ,,.306 VILLAGE DISTRICT SUB. LTA yRT 73O L/ FORMER OWNER N E ACREAG t1f1iSD S W TYPE OF BUILDING RES. - �JO SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7 c1 • 3 r G r icy!s l) Z-) Zoo 30C� �(o l 60 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER �� 1 Farm Acre Value Per Acre Value FRONTAGE ON ROAD `' 2,3 6 Tillable 1 BULKHEAD Tillable 2 DOCK l/ Tillable 3 Woodland 3 (I d - YflCZ G�JC,e Swampland Brushland House Plot Tota I I I I I , I - i I I I M. Bldg. y! v v cf p g p Foundation 1 L Bath $� Extension Basement f'vG L Floors 6 /fix, Extension Ext. Walls Soo �- k'6c c$ Interior Finish G/ Extension Fire Place _ Heat Porch N 6 Roof T e �_ yP Porch Rooms 1st Floor Breezewayt -- —� Patio Rooms 2nd Floor Garage ,' `�.� �� Driveway Dormer l O. B. 4 JUN 2 g 2M3 ! Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lc Data filename: C:\Pmgram Files\Check\RESchecklCORLETT.rck TITLE:MR MRS. CORLETT COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/20/03 DATE OF PLANS:MAY 14,2003 PROJECT INFORMATION: MR&MRS. CORLETT CLEAR VIEW RD. SOUTHOLD NY, 11971 SCTM#:1000-090-04-08.1 &08.2 COMPANY INFORMATION: KELLER SANDGREN ASSOC. 10 MINEOLA AVE. ROSLYN HEIGHTS. NY, 11577 COMPLIANCE:Passes Maximum UA=615 Your Home UA=599 2.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R•Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 887 30.0 0.0 31 Wall 1: Wood Frame, 16"o.c. 1506 19.0 0.0 58 Window 1:Wood Frame:Double Pane with Low-E 375 0.340 128 Door 1: Glass 158 0.340 54 Wall 2: Wood Frame, 16"o.c. 1750 11.0 0.0 156 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1515 30.0 0.0 50 Crawl 1:Masonry Block with Empty Cells 711 19.0 0.0 122 Wall height: 5'0' Depth below grade: 3.0' Insulation depth: 2.0' Boiler 1:Other(Except Gas-Fired Steam),85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. � p= Huilder/Designer ,,'..�g'(ESED ARCH/ �`: Date �u�`+`C� (20?m o� r -'m2 m Nq rrrarrecaeero�c��� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release lc DATE:06/20/03 TITLE:MR. MRS. CORLETT Bldg. I Dept. use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I I Above-Grade Walls: ( ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ j I 2. Wall 2: Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: I Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I I boors: [ ] 1. Door 1: Glass,U-factor: 0.340 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Tmss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Crawl Space Walls: [ ] I 1. Crawl 1:Masonry Block with Empty Cells, 5.0'ht/3.0'bg/2.0'insul, R-19.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. I Heating and Cooling Equipment: [ ] I 1. Boiler 1:Other(Except Gas-Fired Steam),85 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. ( 1 I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ 1 I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ 1 I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ 1 I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ 1 I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systema: [ ] I Separate electric meters are required for each dwelling mut. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating. [ 1 Water heaters with vertical pipe risers must have a beat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: I ] I Ali heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table]: Minhnum Insulation Thickness for Circuhrlhng Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table l: MininnuminsuhRtonThicMnessforHVAC P4m& Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System T ym Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressurelTemperatum 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ` ;TH T. T.CRRY ( r G ' 1�i,�n IialL S 111yS Nlarn 12 TP.C. OWV CLERK o a• ,=, n(,. 117() � •"'�"' Soutlurld. Nc1. ) wk I 1U — - ftEcisrRAR OF vIT/V. STA71S11CS �✓,i (ems U, �. Fax (S 16) 765- _ Q` I H_l MARRIAGE OFFICI-R RECORDS MANAGEMENT OITICEIl !�OI �� Tcic Rhnnc ISIGI 7(,!;-IR( FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations f of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) 1 , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . SL::G. DEF TOWN OF DEFT �hf Southold Town Clerk August 25 , 1993 APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign) I. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) P n P Pcul/J� DATE 6 Z7( a) SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICANTI NAME ADDRESSn� TELEPHONE APPLICANT 8Y-3J— rlp''>a" Pzo,rc. '21)-- rJ-7• 3VJ3 J 019.7/ M C A 6 r BUILDER eZ ENGINEER /r M/we �q A--e- rZo(. 6' 2 /— Cie"__ yN� PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the dis(ance to the nearest intersecting road or well-known Landmark A sketch attached to this application showing the project location would be helpful- k J3 FDP(93) I I APPLICATION _ PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes). A. STRUCTURAL DEVELOPMENT ACTIVITY /STRUCTURE TYPE ❑ New Structure E Residential (1-4 Family) 6Mddi6on ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (FloodprooCmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P 0 Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. 0 Yes) ESTIMATED COST OF PROJECT S /27 a B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Coastructioo O Subdivision (New or Expausioo) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located oa FIRM Panel No. Dated The Proposed Development: ❑ Is h= located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation al the site is: - R. NGVD (MSL) ❑ [Joavailablc ❑ The proposed development is located in a floodway. [BFM Panel No. Dated ❑ Scc Scction 4 (or additional lostructions. SIGNED DATE .r APPLICATION M PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: Cl A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and spccifccatiprs,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). f ❑ Floodproofmg protection level (coo-resideetial only) 5C NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result inany increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATQR] I have determined that the proposed activity. A. ❑ Is B.O Is not in conformance with provisions of Local Law 8_, 19_ The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A i5 checked, the Local Administrator may issue a Developmcol Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION s _ PAGE 4 OF 4 APPEALS: Appealed to board of Appcals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? O Yes O No Conditions SECTION 6 AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information mutt be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement fin Coastal High Harard Cas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). I Actual (As-Built) Elevation of floodproofmg protection is Fl. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL. AD611NIST'RATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? C YES O NO DATE BY DEFICIENCIES? 0 YES ❑ NO SECTION 8: CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: i i Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EjGSTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE k OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CC (93 ) 1 . 1 r ®11'1%/%i�_���!t:�A�►��"� -. /,tea, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NOysl� Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 3 Contact: Approved 2 20 3 Mail to: Is- Ke �!/�e� /°C Disapproveda/c n'f n c�� L J'1` iy y //ve _ Phone: ''<Y- C S '7- 3 8 T3 Expiration �- Z ,20 _-- Bui ding Ins F JUN 16 2003 APPLICATION FOR BUILDING PERMIT G Date C�y Z 20 e,.? f J INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) fj y-3 S- z (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder G co n/e X Name of owner of premises CA.v/J m e- C D2G LTi` (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. a. Electricians License No, Other Trade's License No. 1. Location of land on whichro osed work will be done: p P 300 Cz- eAwLev e.w /Iva✓J 49LZ 04a1,/ S��G7TZoG� House Number Street County Tax Map No. 1000 Section Block O'f Lot Subdivision Filed Map No. L/ $-a Lot S-0 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 S /7,,x.y� u/u✓,2 e_ tri le ,gra As<�i ��-rI �. b. Intended use and occupancy S.4<.,r .mss A.-fv✓e 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal DemolitionOther Work 9eca<' ' OAC)-10 J� (Description) 4. Estimated Cost ! 2 7, o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ! Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. v!3 H vt tr - 1 V. a /./-"Jc .?I! 7. Dimensions of existing structures, if any: Front C'A14"- Rear 671"-1'e4 Yy,G` Depth Goma/z 20.r / Height 2 a ' y '' Number of Stories Z Dimensions of same structure with alterations or additions: Front V d cs.-,4-tRear . v Depth '34 ,2-' Height 2 '�" ' '/ " Number of Stories Z ai /,& G./i9+vfL Xv—e7- 8. Dimensions of entire new construction: Front S—/ 1 Rear Depth Height -1 j = 4 " Number of Stories Z 9. Size of lot: Front l ra D 4' / Rear �!f Y / Depth 10. Date of Purchase t Name of Former Owner /ti<n<<Y &« 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO `Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises C.9✓013,c./ CreLarrAddress fin,e� 4s- Ri Phone No. 7 Name of Architect Td{�<v SA v o Gee v. Ogddress j' Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES !/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF i a'N)5 rL Lel being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (`S w u r✓V__ (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 efore me this day of ^<e 20Q-3 Notary Public NotWAUMA� �rqk Signature of Appricant No.01J0e087M Gom "Ns is, 2007 GUAHAN/EES /NOlCAIED HERE ON .HALL RUN .. SURVEY OF ONLY TO THE PERSON FOR WHOM THE SURVEY PART OF LOT 50 IS PREPARED, AND ON HIS BEHALF TO THE FD IN TITLE COMPANY, GOVERNMENTAL AGENCY, CM LENDING INSBTUOON. IF LISTED HEREON. AND TO THE ASSIGNEES OF TH£LENDING INSTITUTION. OO S C'/I SUBDIVISION MAP GUARANTEES ARE NOT TRANSFERABLE TO CEDAR BEACH PARK ADDITIONAL INSBTU BONS OR SUBSEQUENT OWNERS. Ed S60)" UNAUTHORIZED ALTERATION OR ADDIBON TO THIS SURVEY IS A VOLA TON OF SECTION 7209 OF SITUATE THE NEW YORK STATE EDUCATION LAW ^ i BAYVIEW, TOWN OF SOUTHOLD 766 COPIES OF THIS SURVEY MAP NOT SEARING �O 6. SUFFOLK COUNTY N.Y. THE LAND SURVEYORS EMBOSSED SEAL SHALL ?6. 57, tij / � NOT BE CONSIDERED TO BE A VALID TRUE coN HIS 4 H X a' DA. EL 12 SURVEYED FOR: CANDICE CORLETT wDRY WEll EL 10 EL 8 GUARANTEED TO: EL 6 CANDICE CORLETT C2 a FIDELITY NATIONAL TITLE INSURACE CO. o��oG' °� lb 720 EL 4 TITLE NO. #43275 COUNTRY WIDE HOME MORTGAGE $ .", I FD 2r77 CM 97• TIDAL WETLANDS BOUNDARY AS FM# 90 ?r w MO $o ?o G n�i I DELINEATED BY LAND USE ECOLOGICAL DATE FILED DEC. 20, 1927 PROPDSED h� PDE�Us nN Qx €€€ TM 1000 090 04-08.1 SERVICES, INC. ON 8-13-02" AR A = 21,549 17 SF EL 2 h n s R 0.49 AC ES �bl ELEVATIONS SHOWN HEREON ARE 1N 1929 NGVD. 6 7Q ,�� 6 THE FLOOD ZONE LINE SHOWN HEREON IS FROM CM = 4' HIGH x e• DW FEMA I T 2 FEMA FIRM MAP NUMBER J61000167 G DRY WELL o I SANDPIPER EFFECTIVE DATE MAY 4, 7998. _ + V BASIN S 29'25'42"E FD 1.91 sQ 140 egos o?iEpr' EL 72 ASI m CM - OTM 1000-090-04-08.2 22� AREA = 17,244.32 SF v a •a, OR 0.396 ACRES �\ N 6'- c�, SURVEYED: 19 AUGUST 2002 SCALE 1'= 30' CM 9� AREA = 38,793.49 S.F. E( R 7 20�\ 183 L 2 0.891 ACRES 0 EL 4 L 6 4531' 581 L 8 % SURVEYED BY „ FENCE50N STANLEY J. iSAKSEN, JR. o z-� OtA P.O. BOX 294 cM p211 N/ *Li . WSUFOLK. N.Y. 11956 5 5. 22 MAY 03 SHOW HAY BALES AND ROOF DRAINS (DRYWELLS). 4. 27 MARCH 03 REVISE PROP. DECK, REAR; AND ADD PROP. GARAGE. 3. 27 JANUARY 03 ADD PROP. IMPROVEMENTS, TIDAL WETLAND LINES. VJ02R 2. 8 NOVEMBER 02 ADD ELEVATIONS TO HOUSE & GARAGE, PLUS CONTOURS. SURV1. 26 AUGUST 02 ADD BRG & DIST BETWEEN TM LOT 08.1 & 08.2, AMEND COURSE S 29'25'42"E DISTANCES. 2731154 LQ-+ i s rr i.) 9 .3 of Fico UNDERWRITERS CERTIFICATE ALL CCNSTRUCTKNI% L REWIRED MEET THE REQUIREMENTS CF THE CODES OF NEIN ORIK SPATE, , TIJRU ROOF(rYP) APPROVED AS WO ROOF bey �3�IY� .P.# ,? MASTER BATHROOM FEE. �6 A NOTIFY BUILDING DEPARTMENT AT 1 11i2• 7WIBM IAM TO 4 P FOR THE FOLLOWNa #WECTION& 1. FOUNbATM • TWO MMM uv FOR POUND CONCRETE ' we B, ROUGH • FRAMING B.MMIIi G sn i irr S NSIAATION - 2ND FLOOR T TIOtl;.I><1BT a c.o BE COMPLETE FOR C.O. 0111 FD a EQUR BEMONEN S OOFFTF�E OFNEW CM WINDRY YORK STATE. NOT RELE-F� wwsnere - DESIGN OR CONSTRUCTION CTKN ERRORS, ' O'O � [� ^O' S6. ,' ST FLOOR F1 COMPLY WITH ALL CODES CODES N O c D a-SOIL 5TACK '' AS REQUIRED AND CONDITIONS OF O 766 20 N/A soAWTomm N7At sounlaoTawN RANIIAIG BOAMD 4 i H 6' D/AM. r VENT srncK 5,62'7/3 SWRIOIDTONNTRUSIEES �? /LJ9 INTER KYS.OEC CON 6 DRYWEL �S sASEMENT c CC % ,� EL 12 co �D A.I. USE UPANCY OR TO tXI5rG. SEP C EL 10 WITHOUT CERTIFICATE STEM A« <aw� � 50 s �� 78`��"`'� G F��Rq�FF EL 8 OF OCCUPANCY "OUSE RAP o , S eros 4 y EL 6 PLUMBING R15ER DIAGRAM RWD ZONE11110 4E(S) AaE4; N.TS. COMPLY WITH kC h EL 4 FLObDDAMAQEPREVENTION QO � Cb' 72 PLUMBER CERTIFICATION PLUMBING SOUTHOL D TOWN CODE. O ON LEAD CONTENT BEFORE ALL PLUMBING WASTE CERTIFICATE OF OCCUPANCY TEANGTBEFORE COVERING CERTIFICATION OF Tho l o� SOLDER USED NJ WATER NAILING 8 CONNECTIONS � Cj o`' SUPPLY SYSTEM CANNOT O ~0 �� �� �_� o°� 4 FD ��� EXCEED 2/10 OF 1%LEAD. REQUIRED. ;� 2a2• N �� �� �k dor ^ CM `97 • "TIDAL WETLANDS BOUNDARY AS DELINEATED BY LAND USE ECOLOGICAL SERVICES, INC. ON 8- 13-02i' ' EL 2 co o FD / 7S% z w Ra v v CM L 4' HIGH 8' D/AM. ` 6' U _ ORYWELL PROPOSED r° 1� SANDPIPER 2 EARTH DRIVE CN BASIN S 29°25 '42 "E FD EL EL D CM �0- PROPOSEFRAME D O. 2 m GwOao O O ��• GARAGE ��• �� T S— DATE: NOTE: + O �� 03/12/03 SUB TO BU)G �`NG;gjEBCB ARQh'/lf.e'. 2 O � mJ D[P Fy F, SANG !� V 05/)4/03 ReviseD om _ TM 1000- 090- 04-08 . 1 & 08. 2 0 �" 05/28/03 _ pY O AREA — 38, 793. 49 SE Q OR 0. 89 ACRES " FD E3TPE CM3 90 ,iiR4n�i0i44+f10.0.0.`4w^` 18 L 2 PROPOSED ADDITIONS FOR: �q 6-4 �� EL 4 THE CORLETT RESIDENCE [J NORSN OF CLEAR VIEW RD. 5OUTHOLD, NY L 8 EL 6 4 'Cs� s RAID FEr1GE NN1SpN 51TEPLAN FD " F PLUMBING DIAGRAM CM 21 1 N 51TE PLAN S SCALE I/I G"= '-0' 51TE INFORMATION SUPPLIED BY 5TANLEY J. 15AK5EN, JR. LICENSED LAND 5URVEYOR (G3 1 ) 734-5835 DATED AUG. 19,2002. JOHN F. 5ANDGR[ N., R.A. 10 MINEOLA AVENUE R05LYN HEIGHT5 N.Y. 1 1 577 (5 1 G) G2 I -6400 p (5 1 G) BE 1-3004 1 — NOTES 5PECIFICATION5 GENERAL NOTES: FOUNDATION WATERPROOFING: GLA55 WINDOWS AND DOOR5: RED CEDAR SHINGLES: STORM SHUTTER DETAIL - FOR HOMES ONE MILE FROM ANY SHORELINE STORM SHUTTER SCHEDULE DESIGN LOADS (OCCUPANCY CLASS 8.t--3)UNLESS OTHER WISE NOTED, GENERAL INSTALL ALL GLA55 15 TO BE INSULATED LOW-E INLESS -PLY FIBERGLASS OR IMPREGNATED ALL EXTERIOR WALL SURFACES SHALL BE # OTHER WISE SPECIFIED. GLASS GRADE 8" (PERFECTIONS) WITH A MAXIMUM wnDDW Twx w" wNc NUTS NINDGW / SHUTTER R.O. ( MIDrH >< HEIGHT) SHUTTER SIZE QUANT. CONDITIONS OF THE CONTRACT FOR COTTON FABRIC MEMBRANE BETWEEN TWO SUBCONTRACTOR SHALL NOT INSTALL GLASS WEATHER EXPOSURE TO MATCH EXIST'G. rr sr srm 711MADED SnID LAYERS OF TROWLED ON FIBERED MASTIC. D,s.m."r 2'-O'.3'-O'(distmg V.I F) 2'-3'.3'-3' 3 FAD LOAD 15 PPS-TAME R301.2(D) IESwFNnAI CODE OF N.Y.S.(PAdE n) CONSTRUCTION, A.I.A. DOCUMENT-201 4/87 UNTIL PROPER CLEARANCES ARE PROVIDED ALL SHINGLES SHALL BE DOUBLED AT FOUNDATION. O SHALL APPLY. HEAT AND POWER DURING (FED. SPEC. 5.5.C. 153 TYPE-1 ) MEMBRANE TO Tw3D4G-z O G'-3 WIG'x4 9 u4' G-7 u2•.s'o 2 ATTIC, LOADS: SLIDING GLA55 DOORS, ROOF WINDOWS, SHINGLES SHALL BE SPACED NOT LE55 THAN AwE AB� (p CONSTRUCTION SHALL BE PAID FOR BY THE BE CONTINUOUS FROM TOP OF FOUNDATION / AGE m -iABEE a`-i AfCE (PA"S i AND EXTENDED TO.LAP EDGE OF FOOTING. SKYLIGHTS, GLASS WITH A SILL LE THAN 8" /8" MORE THAN I APART AND JOISTS TW 26410 c T-8ve•.s-1 /+• 3-0•.a-s• 3 CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ABOVE FINISHED FLOOR, GLA55 NEXT TOA SHALLLL 1 8E STAGGERED I I/2" MINIMUM. NAILING FLOOR LOADS: — rw3os2 0 3'-z 1/8'.5-s Tin• 3-G•.s-9• 7 1LO M PSF-TABLE 4-E ASCE (PAGE te) CERTIFICATE OF OCCUPANCY. SUBSTITUTIONS FRAMING AND ROUGH CARPENTRY: DOORWAY AND/OR AS REQUIRED BY CODE, SHALL BE 2/3D NO MORE THAN " ABOVE THE �_ Q �EAD uz�o _ IOPSI` SHALL NOT BE MADE WITHOUT WRITTEN JOISTS AND STUDS SHALL BE CONSTRUCTION SHALL BE INSULATED TEMPERED GLASS. ALL BUT LINE OF THE NEXT COURSE AND NO MORE WALL LOADS: AUTHORIZATION BY THE ARCHITECT. THE GRADE DOUGLAS FIR. ALL WOOD 5ILL5 AND `� rw 34sz e 3'-G ue',sus I/4• 3'-Tax s•-s• z DEAD LOAD 15 PSF GLA55 DOORS AND WINDOWS SHALL BE THAN 3/4" FROM THE SIDE EDGES OF THE WIND LOAD: 120 MPH PREMISES SHALL BE KEPT REASONABLY CLEAN WOOD IN CONTACT WITH MASONRY SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE SHINGLE. OUTSIDE CORNERS SHOULD BE �MARNE GRADE UHP56a2 O s'A 718•,3-3 44• 6'-o'x 9'-9• I RNY FIGURE 8-I. ASCE (PAGE 10) AT ALL TIMES. AT THE COMPLETION OF WORK, CCA TREATED. ALL EXTERIOR SHEATHING SHALL MANUFACTURES SPECIFICATIONS. ALL CONSTRUCTED WITH AN ALTERNATE OVERLAP. �r"0°°� Tw 3o3 m-z O a-3 3/I Gw 4-1 u4• G'-7 vz•x4'-s• z FRox NGtlNE I' l.z(q RESIDENTIAL CODE of N.Y.S. (PAGE 30 THE CONTRACTOR SHALL REMOVE ALL WASTE BE 112" COX DOUGLAS FIR PLYWOOD NAILED 6D WINDOWS ARE TO BE CAULKED AND SEALED AS IN51DE CORNERS SHALL BE MITERED OVER UPLIFT: w o Dromm w CAIEGMY MATERIALS, TOOLS, RUBBISH, ETC., CLEAN ALL AT 1 2" O.C. AT EDGES, GD AT 8" O.C. AT PER NYS ENERGY CONSERVATION CODE METAL FLASHING. / �� °' Tw 2G310 nO z'-8 v8•.4-I u4' 3'-O'.4'-5' 7 FROM All A PA MGM FRAME CONST"MON MANUAL i GLA55 AND LEAVE WORK BROOM CLEAN UNLESS INTERMEDIATE BLOCKING POINTS. 5UB-FLOOR5 REQUIREMENTS. PROVIDE FLASHING PANS / SEISMIC LOAD: T— CATEOW'G. o TW2a 10 2'-IG IIL•.4'-i IN' 3'-2•x4'-9" 3 FROM nam RMN'.2(2),REtID9MM4'D6OE'OP ftAl 1'AGE"M OTHERWISE SPECIFIED. THE CONTRACTOR TO BE 3/4" COX PLYWOOD NAILED 8D AT 6" O.C. UNDER ALL SLIDERS, DOORS, AND WINDOWS ASPHALT ROOF SHINGLES: _ _ SHALL CARRY WORKMAN'S COMPENSATION AND EXTERIOR SHEATHING TO BE COVERED WITH WITHIN G" OF AN EXTERIOR SURFACE. ALL ALL SLOPED ROOF SHINGLES SHALL BE " \ 2 CTGw2 O 4'-9'.z'-7 ve' s-I•.z'-I r mN rou"e 1 NAILING SCHEDULE. GENERAL LIABILITY INSURANCE, ALL WORK 'TYVEK" HOU5E WRAP OR APPROVED EQUAL. EXTERIOR DOORS ARE TO BE FULLY GAF-TIMBERLINE CLA55-A ASPHALT ROOF cwzas K r-s•.4'-s 318• s'-r.4'-9 vz• 1 SHALL COMPLY WITH STATE AND LOCAL CODES ALL NAILS, BOLTS, RODS, STRAPS, J015T WEATHER5TRIPPED. PROVIDE ALL SCREENS AND SHINGLES OR APPROVED EQUAL SHINGLES FROM THE AF & PA WOOD FRAME CONSTRUCTION MANUAL AND ORDINANCES, THE CONTRACTOR SHALL HANGERS, AND OTHER FRAMING HARDWARE TO HARDWARE AS REQUIRED. ALL GLA55 IS TO BE SHALL BE APPLIED OVER 15# ASPHALT FELT FWD 3166 ARI u O 3'-r. a-a• 3'-5'.G'-Io• G FOR ONE & TWO FAMILY DWELLINGS (TABLE 3.1) FULL GUARANTEE HI5 WORK AND THE WORK OF BE HOT-DIPPED GALVANIZED, DOUBLE UP FREE OF SCRATCHES AND IMPERFECTIONS AND WITH GAF-WEATHER - WATCH ICE AND WATER / ' 3T IN PANEL HMMARE HI5 5UBCONTRACTORS FOR A PERIOD OF ONE JOISTS AROUND ALL OPENINGS AND UNDER GUARANTEED BY THE MANUFACTURER FORA BARRIER APPLIED AT EAVES, VALLEYS AND / Fw0 2968 Mt u O r.9•. s-8• 3-r. s'-la z F I JIM OF COMMON NAL5 If OF YEAR AFTER COMPLETION OF THE PROJECT PARTITIONS. BLOCK STUD WALLS AT 112 STORY PERIOD OF NO LE55 THAN 5 YEARS. FLASHINGS. ROOFING CONTRACTOR TO '� rRDNr OR soLTs O s-I 114'. 0-8• s'.e+ x 6-Ia 1 UNLESS 0THEPWI5F SPECIFIED. ALL WORK HEIGHTS AND AT ALL UNSUPPORTED EDGES OF RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR CONNECTION SHALL BE PERFORMED IN A ACCORDANCE WITH PLYWOOD. PROVIDE SOLID BLOCKING OR PROVIDE ALL FLASHING NECESSARY FOR GOOD BUILDING PRACTICES. THE CONTRACTOR DIAGONAL BRACING OF FLOOR JOISTS AT 8' PLUMBING: WATERTIGHT, WEATHERPROOF JOB. ROOFING IS - SHALL INDEMNIFY AND HOLD HARMlPSS THE PROVIDE HOT AND COLD SHUT-OFF VALVES AT TO BE APPLIED IN A STRICT ACCORDANCE WITH PTIDNAL MAILSso we 2gm UK qmm mll!Il ml EY SHRINKAGE END LENGTH O.C. MAXIMUM AND SOLID BLOCKING UNDER ALL FIXTURES. ALL WATER PIPING TO PITCH THE MANUFACTURES SPECIFICATIONS. (AAY OCS AFD C rip P w F e . 1AW OWNER, ARCHITECT, AND THEIR AGENTS AND ALL UN5UPPROTED EDGES OF PLYWOOD. ALL BACK TO HOT WATER HEATER. WASTE PIPING CONTRACTOR SHALL SUPPLY COLOR SAMPLES a/I2 SUC STRAP W TYPICAL WIND UPLIFT CONNECTION DETAIL EVERY 4th STUD EMPLYOEES FROM AND AGAINST ALL CLAIMS, CAP PLATES TO BE DOUBLED AND NAILED I OD BuacE aurwARD) n DAMAGES, LOSSES AND EXPENSES, INCLUDING AT 18" O.C. NAIL BOTTOM CAP PLATE TO END DI HAVE CAND AT TS AT ALL CHANGES OF OF THE SHINGLES FOR ARCHITECT'S AND/OR FROM THE AF O PA WOOD FRAME CONSTRUCTION MANUAL to .lusr uP orMx rANtillws'w iC o% ATTORNEYS FEES ARISING OUT OF OR OF STUDS - 2/1 GD. LAP CAP PLATES AT DIRECTION AND AT BASES OF VERTICAL OWNER'S APPROVAL, PRIOR TO INSTALLATION. FOR ONE & TWO FAMILY DWELLINGS SPAN Dr- 1 I RESULTING FROM THE PERFORMANCE OF THE CORNER. TOE NAIL JOISTS TO CAP OR BEAM WASTES. USE 4" CAST IRON THROUGH WORK PROVIDED THAT ANY SUCH CLAIM, FOUNDATION WALL PITCHED MIN. I/8" PER FLAT ROOFING: 121)2 CLEAR AN WITH ?/16D. WHERE FLUSH FRAMING OCCURS, FOOT. TRAP/WA5TE SIZES FOR FIXTURES SHALL DAMAGE, L055 OR EXPENSE (A) 15 USE MIN, I GGA SHEET METAL J015T HANGERS PLAT ROOFING SURFACE SHALL BE PITCHED AT _ ATTRIBUTABLE TO BODILY INJURY, SICKNESS, BE AS FOLLOWS: THE RATE OF 1/4 INCH PER FOOT. ROOFING BY 'TECO" OR APPROVED EQUAL. ALL CORNERS TYPICAL 'IV DISEASE OR DEATH OR TO INJURY TO OR TO BE MINIMUM 2/2X UNLESS NOTED ON PLANS. BATHTUB I/2" SHALL BE SINGLE PLY RUBBER SHEET AS " DESTRUCTION OF TANGIBLE PROPERTY (OTHER MINIMUM BEARING FOR STUDS, JOISTS AND BIDET 1" MANUFACTURED BY "CARLISLE," "FIRESTONE" OR PITCH RANGE- LS & TMU SERIES END GTH ` THAN THE WORK ITSELF) INCLUDING THE LOSS DISH WASHER I/2" APPROVED EQUAL. INSTALLATION SHALL 8E IN �• MI"� aDlsr Id 1. BEAMS SHALL BE 3 112". USE DOUBLE JACK CLOTHES WASHER 2" I OF USE RESULTING THEREFROM. (B) 15 CAUSED STUDS FOR HEADERS OVER FIVE FEET IN STRICT ACCORDANCE WITH MANUFACTURERS smo KITCHEN SINK 1 1/2" SPECIFICATIONS. INSTALLATION SHALL CARRY A TYPICAL KST237 IN WHOLE OR IN PART BY ANY NEGLIGENT ACT LENGTH. LAVATORY I" OR OMISSION OF THE CONTRACTOR, ANY LAUNDRY TRAY 1 112" TEN (10) YEAR GUARANTEE AGAINST LEAKING FLOOR-TO-F)_OOR INSTALLATIONmm _ SUBCONTRACTOR, ANYONE DIRECTLY OR STRUCTURAL STEEL: AND DEFECTS. , INDIRECTLY EMPLOYED BY ANY OF THEM, OR ALL STRUCTURAL STEEL WORK SHALL CONFORM SHOWER 2" LEDGER DETAIL " "�"M00° smM ANYONE FOR WH05E ACTS ANY OF THEM MAY TO THE AI5C SPECIFICATIONS AND THE CODE TOILET 3° PAINTING AND STAINING: smM " BE LIABLE REGARDLESS OF WHETHER OR NOT IT FOR STANDARD PRACTICE AND SPECIFICATIONS ALL SYSTEMS TO HAVE ONE 3" MAIN VENT THE FOLLOWINGS INCLUDED FOR THE TYPICAL LIGHT SLOPE HANGER N� GYPSUM all _ STACK INCREASED TO 4" THROUGH THE ROOF. Aasr 15 CAUSED IN PART BY A PARTY INDEMNIFIED FOR STRUCTURAL JOINTS USING A5TM A325 CONVENIENCE OF THE PAINTING CONTRACTORS INSTALLATION sruo HEREUNDER. ALL MATERIALS, ASSEMBLIES, AND OR A490 BOLTS. PROVIDE fP05TrPOOf HOSE-BIBS AS AND ONLY AS AN INDICATION OF THE TYPES OF LS268 & TMU26 METHODS Of CONSTRUCTION INCLUDING BUT STRUCTURAL STEEL SHALL CONFORM TO THE INDICATED ON PIANS WITH EASILY ACCESSIBLE PAINTS REQUIRED FOR VARIOUS SURFACES. IT o NOT LIMITED TO FORM-WORK, BLOCK-WORK, FOLLOWING MINIMUM YEILD STRENGTHS AND DRAIN-COCKS. THE WATER SUPPLY AND HURRICANE CLIP DETAIL IS THE INTENT OF THESE SPECIFICATIONS TO O FRAMING, NAILING, PLACING OF CONCRETE, ETC. SPECIFICATIONS UNLESS OTHERWISE NOTED. SEWAGE DISPOSAL SYSTEMS SHALL COMPLY TO 2E• �• P°'AODO THE APPLICABLE COUNTY DAPARTMENT OF PROVIDE A COMPLETE FINISH. ALL PAINTED E wwwwMM,, or am ARE TO BE CAREFULLY SUPERVISED BY THE A. STRUCTURAL STEEL SHAPES 36 K.S.I. HEALTH STANDARDS AND REGULATIONS. SURFACES MUST BE FULLY COVERED INA ASPHALT snw sxxFaNFAo'llya W ASFw Fµ�gIIfNM CONTRACTOR TO BE SURE THAT THEY ARE IN A-3G UNIFORM MANNER TO BE ACCEPTABLE. O jaw LMUI1xIM r CoA NEAo '"OF', aF A I.gMkm 'OP OIMgMt APPROVAL OF ALL PLUMBING MUST BE IF SHEATHING LNG IS LE AND A EwEIAM o• wro GUMC ISIEAnING ACCORDANCE WITH THE DRAWINGS, B. PLATE5,BRACKET5 4 CONN. 36 K.S.I. OBTAINED FROM APPROPRIATE LOCAL INTERIOR WOOD SURFACES - APPLY . F LIGHTLY 5N• IrewsAnan IF sHEATHIxc IS las THAN r. SPECIFICATION, APPLICABLE CODES AND GOOD A-36 SANDED SURFACES, WALLS, DOORS, FRAMES, AUTHORITIES PRIOR TO CONCEALMENT. PRIOR TYPICAL SUH28R NOTE snRAPs ro BE usm ME ATA MIS MST SERIES smM PRACTICE, DEVIATIONS FROM THE DRAWINGS C. STRUCTURAL STEEL TUBING 46 K.5. . TRIM, AND BASES, ONE COAT WOOD FILLER OR MANUFACTURED BY USP SIRICIURAL CONNECT OR M'PROAED Eau AND SPECIFICATIONS WILL NOT BE PERMITTED A-500 TO ORDERING, CONTRACTOR SHALL SUPPLY DECK JOIST TO LEDGER INSTALLATION CUTS OF FIXTURES FOR OWNERS APPROVAL. IN STAIN AND TWO COATS MC KLUSKYS EGGSHELL WITHOUT WRITTEN AUTHORIZATION OF THE D. ANCHOR BOLTS 36 K.5.1. FINISH N BOAR - MIN POLYURETHANE. •z• POST ANCHOR DETAIL - ARCHITECT. THE CONTRACTOR SHALL BE A-3G THE EVENT THAT THE OWNER CHANGES THE GYPSUM BOARD - MINIMUM ONE GOAT PRIMER 41 CONTRACTOR SHALL CREDIT THE OWNER FOR HCDP wz RESPONSIBLE FOR SHOP DRAWINGS WHICH MAY ALL WELDING SHALL CONFORM TO AWS D I . I AND TWO COATS FLAT PAINT. HURRICANE CLIP BE NEEDED. ALL DIMENSIONS AND CONDITIONS STRUCTURAL WELDING CODE, LATEST REVISION. THE FULL SUBCONTRACTORS COST FOR THE EXTERIOR WOOD SURFACES - TWO COATS ARE TO BCHANGED UNIT. CONTRACTOR TO SUPPLY 80 E FIELD VERIFIED. ALL STEEL SHALL RECEIVE A SHOP COAT OF EXTERIOR GRADE STAIN, TYPICAL RCDP APPR. PAINT EXCEPT SURFACES TO BE WELDED GAL. QUICK RECOVERY HOT WATER HEATER. EXTERIOR EXPOSED METAL - MINIMUM ONE •G • TRUSS/ RAFTER TO DOUBLE OR HIGH STRENGTH BOLTED. COAT ZINC CHROMATE AND TWO COATS PLATE INSTALLATION " z- ELECTRICAL SITE WORK: FABRICATION SHOP DRAWINGS SHALL BE EXTERIOR ENAMEL. 1' ," STAKEOUT IS TO BE PERFORMED BY A ALL WORK SHALL COMPLY WITH THE NATIONAL GIRDER TO CONCRETE PIER DETAIL r(;' :1•L.�1 LICENSED 5URVkYOR. STAKING AND LAYOUT SUBMITTED FOR APPROVAL. ELECTRIC CODE AND ALL STATE, LOCAL, AND ALL MATERIAL SHALL BE BEST QUALITY "". 2e- ARE TO ESTABLISH ALL LINES AND NY5 ENERGY CONSERVATION CODE: UTILITY COMPANY CODES AND REGULATIONS. PITTSBURGH, K-L 4 LAMBERT, DUTCH BOY, PAS CABOTS, MC KLUSKYS, OR APPROVED EQUAL. B CROSS-SECTION -�1 L BENCHMARKS. VERIFY ALL GIVEN DATA ON ALL WINDOWS SHALL HAVE AN INFILTRATION SERVICE 51ZE SHALL BE VERIFIED WITH G 'P U CONTRACTOR IS TO PROVIDE SAMPLES ALL DRAWINGS. IN CASE OF DISCREPANCY, RECEIVE RATING OF 0.5 CFM PER FOOT OF OPERABLE ARCHITECT PRIOR TO INSTALLATION. CIRCUIT NQ CLARIFICATION FROM ARCHITECT PRIOR TO SASH. ALL SWING TYPE AND SLIDING GLA55 PANEL SHALL BE INSTALLED WITH AT LEAST FIVE PAINTS AND STAINS FOR ARCHITECTS AND/OR ANCHOR BOLT DETAIL PROCEEDING. EXCAVATE AND BACKFILL FOR DOORS SHALL HAVE AN INFILTRATION RATING OF SPARE CIRCUITS. ALL CIRCUITS SHALL BE OWNER'S APPROVAL. 0 14". WORK INDICATED ON DRAWINGS. STOCKPILE 1 .0 CFM PER SQUARE FOOT OF DOOR AREA. MINIMUM 15 AMP. POWER WIRING SHALL BE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY ALL HEATING EQUIPMENT SHALL MEET A THE MINIMUM 14 AWG. CONVENIENCE OUTLETS WOOD FLOORING: � AND BUILDING SITE. STOCKPILE ALL EXCAVATED EFFICIENCY STANDARDS OF THE NEW YORK SHALL BE LOCATED 12" ABOVE FINISHED FLOOR WOOD FLOORING TO BE 2 114" WIDE BY 314" >_28' MATERIAL. NEN/ AND EXISTING BACKFILL STATE CODE. THERMOSTATS SHALL MEET A UNLESS OTHERWISE INDICATED. ALL SWITCHES THICK TONGUE AND GROOVE SELECT RED OAK L'TYPICA HTT22 INSTALLATION DATE: NOTE: MATERIAL AND TOPSOIL ARE TO BE FREE OF MINIMUM REQUIRED RANGE OF 45 - 74 TO BE LOCATED 42" ABOVE FINISHED FLOOR STRIPS MINIMUM 2' IN LENGTH. FLOORING WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL DEGREES. DOMESTIC HOT WATER SHALL BE UNLESS OTHERWISE INDICATED. SUPPLY SHALL BE INSTALLED OVER CONSTRUCTION SHAG MASONRY ANCHOR BOLT-TO-PLATE e.a••••' y -TO-STUD CONNECTION as ZCGen'se� SURPLUS MATERIAL THAT 15 UNSUITABLE FOR EQU IPED WITH CONTROLS TO LIMIT HOT WATER RECOMMENDED LAMPS IN ALL FIXTURES WEIGHT CRAFT PAPER. ALL BOARDS TO BE "., UPLIFT CONNECTION 03/12/03 sue.Dr EDC. Q,��s c S4 yiTF y • BASKFILL MATERIAL SHALL BE REMOVED FROM TEMPERATURES TO 140 DEGREES FAHRENHEIT. INSTALL EXHAUST FANS IN ALL BATHS AND BLIND NAILED WITH 2" BARBED FASTENERS. ALL ;;h'-, os/14103 R 15M 4, � THE SITE, PROTECT ALL TREES WITHIN EIGHT ALL NEW CONSTRUCTION SHALL CONFORM TO POWDER ROOMS AS INDICATED. INSTALL HARD JOINTS TO BE TIGHT WITH BOARD EDGES FREE a5lzoro3 RcvISED FEET OF THE BUILDING. PROPER APPROVALS THE NEW YORK STATE ENERGY CONSERVATION WIRED SMOKE DETECTORS IN BEDROOM AREAS OF DEFORMITIES. ALLOW FOR PERIMETER "• "<�;,P K 4 ,.•" MUST BE OBTAINED BEFORE COVERING ANY CONSTRUCTION CODE JULY 2002. AS INDICATED. EXPANSION AS RECOMMENDED BY WOOD _ _ u^'"' �� mai3`' V EXCAVATED WORK. FLOOR MANUFACTURER. +2 - s'' ' - °p TUE snnE pz INSULATION: MECHANICAL5: PREPARATION AND FINISHING: TYPICAL SHA6 UPLIFT ALL 5l WALLS AND ROOFS SHALL BE HVAC SYSTEM SHALL BE FORCED HOT AIR WITH ALL PLANK FLOORING TO BE SANDED THREE CONNECTION INSTALLATIONlie I CONCRETE: INSULATED WITH PAPER FACED FIBERGLASS CENTRAL AIR CONDITIONING. ALL SUPPLY TIMES; ONE COURSE CUT, ONE MEDIUM CUT, NO CONCRETE OR MASONRY WORK SHALL BE BATT INSULATION BY JOHNS MANVILLE OR DUCTWORK SHALL BE INSULATED IN AND ONE FINE CUT. ALLSANDING TO BE GIRDER TO S.S.P. COLUMN DETAIL •A• GIRDER TO S.S.P. COLUMN DETAIL B PROF04G) FwT�IDR1CIN'� FOR: - DONE DURING TEMPERATURES OF 40 DEGREES APPROVED EQUAL. PROVIDE 1 112" RIGID FOAM UNCONDITIONED AREAS, ALL SUPPLY UNIFORM, SWIRLS AND CROS5-MARK5 ARE THE CORLETT REST 0ENCE F. AND FALLING. NO CONCRETE SHALL BE INSULATION ON ALL EXTERIOR FOUNDATION DUCTWORK SHALL BE LINED AT LEA5T 8' FROM UNACCEPTABLE. TWO COATS OF STAIN, PLACED ON FROZEN 5UFACE5. NO ADDITIVES WALLS FROM FOOTINGS TO 6" BELOW FINISHED. THE DISCHARGE. ALL RETURN DUCTWORK APPROVED BY THE ARCHITECT AND/OR OWNER CLEAR VIEW R.D. SOUTHOLD, NY SHALL BE ALLOWED WITHOUT WRITTEN GRADE UNLESS OTHERWISE SPECIFIED. CARE SHALL BE ACOUSTICALLY LINED WITHIN 1 2' OF SHALL BE APPLIED IN A UNIFORM MANNER. PERM15510N OF THE ARCHITECT. ALL CONCRETESHOULD BE TAKEN NOT TO DAMAGE THE BLOWERS. ALL SUPPLY REGISTERS SHALL FLOORING SHALL BE SEALED WITH TWO COATS Ill GALVANIZED 15 TO BE MIN, 3,000 P.5.1. AT 28 DAYS. FOUNDATION WATERPROOFING. PROVIDE HAVE VOLUME CONTROL DAMPERS ALL 51-1 OF NON-YELLOWING POLYURTHANE AS LAG BOLTS (4) PROVIDE ALL SLEEVES AND FOUNDATION SOUND ATTENUATION BLANKET IN ALL INTERIOR BRANCH LINES SHALL HAVE VOLUME CONTROL MANUFACTURED BY MC CLO5KY5 HEIRLOOM FOOTINGS ARE TO MIN. 12" DEEP PROJECTING BATHROOM WALL5 AND FLOORS. DAMPERS WHERE ACCESSIBLE. THE SERIES, EGGSHELL FINISH OR APPROVED EQUAL. CONTINUOUS WELD G" ON EACH SIDE OF THE FOUNDATION WALL. WALL5 G" - R-19 MECHANICAL CONTRACT SHALL INCLUDE 7 PROVIDE TWO #4 DEFORMED BARS FLOORS 9" - R-30 INSTALLATION OF ALL CONDENSATE, S.S.P. CAPS — KLCC SERIES A DARD BASE PLATES CAPS CONTINUOUS IN THE FOOTING AND A CEILING 9" - R-30 REFRIGERATION, AND BOILER PIPING, AND ALL CERAMIC TILE: NOTES + 5PECIFICATION5 CONTINUOUS 2x4 KEY BETWEEN THE FOOTING NECCE55ARY CONTROLS FOR THE OPERATION MASTER BATH - FLOOR, WALLS TO 8'-9, NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE AND FOUNDATION WALL. ALL 4" THICKGYPSUM WALLBOARD: OF THE SYSTEM. HIGH AND LOW RETURNS ARE SHOWER WALLS TO CEILING, SHOWER CEILING, MANUFACTURED BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL - CONCRETE SLABS TO HAVE 6 x 6 x 10/10 GYPSUM WALLBOARD APPLICATION SHALL BE TO BE INSTALLED FOR ALL ZONES ON MAIN AND ENTRY STEPS, TUB SURROUND ! WALL BEHIND W.W.M. REINFORCING. ANCHOR BOLTS INTUB. TAPE JOINT SYSTEM. ALL GYPSUM BOARD TO UPPER LEVELS AND LOW RETURNS SHALL BE CONCRETE SHALL BE HOOKED 112" x 12" AT 15T FLR. BATH - FLOOR 4 TILE BASE. BE I/2" ON WALLS AND I/2" ON CEILINGS INLESS INSTALLED IN LOWER LEVEL ZONES. ALL MAX. 6' O.C. PROVIDE BITUMEN EXPANSION2ND PLR. BATH - FLOOR, TUB ENCLOSURE TO OTHERWISE INDICATED. FINISHED JOINTS, EQUIPMENT IS TO BE BY PEERLESS, Lf NON OR JOINTS BETWEEN 5LA65 AND FOUNDATIONCEILING, AND�TILE BASE. ' J-BEADS. NAIL DIMPLES, CORNERS AND EDGES APPROVED EQUAL. CONTRACTOR SHALL WALLS. CONTRACTOR TO INSTALL CERAMIC TILE AS - SHALL BE TAPED AND RECEIVE THREE COATS OF PROVIDE DUCTWORK DRAWINGS FOR JOINT COMPOUND. ALLOW 24 HOURS TO DRY ARCHITECTS APPROVAL PRIOR TO I1,15TALLATIONI. INDICATED ABOVE. TILE TO BE INSTALLED IN CONCRETE BLOCK: BETWEEN COATS. FINAL COAT TO BE SANDED REINFORCED MUDBASE WITH 1 1/4" NOMINAL THICKNESS. OWNER WILL SUPPLY MATERIALS. JOHN F, SANDGRN" R',A, ALL CONCRETE BLOCK 15 TO HAVE "DUR-O-WALL" SMOOTH. METAL CORNER BEADS TO BE USED I, REINFORCING EVERY THIRD COURSE. FILLTOP ON ALL OUTSIDE CORNERS AND AROUND ALL COURSE SOLID, MORTAR MIX TO BE ONE PART OPENINGS. ALL WALLS AND CEILING OF ALL O HAVENUE PORTLAND CEMENT, ONE PART LMTT E PUTTY, AND GARAGES AND MECHANICAL ROOMS TO BE ROSLYN YN HEIGHTS N.Y. I 1577 SIX PARTS SAND, OR, ONE PART MASONRY SHEATHED WITH 112" TYPE-X FIRECODE (5 1 G) G2 I -6400 CEMENT AND THREE PARTS SAND. 5HEETROCK. SHOWER AND TUB ENCLOSURES (5 1 G) G21 -3004 TO BE LINED WITH 112" "WONDERBOARD; ALLY El � OTHER BATHROOMS AND LAUNDRY ROOMS TO HAVE 518" WATER RE515TANT SHEETROCK. 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Iul I �©+FN fi St�LLp�Iz�-=hl , R.A. to MIJ`lEcrC.e��,1E.1205L1•i�l h�TS ,�;,; ?�IoINE � 51[0 •1021 -t04oer - y� FAX Sl(a - CoZI- 3oPf} ✓�T� L L. �J � X211 � TI QII II NOTE5 5PECINCATION5 r e GENERAL NOTES: FOUNDATION WATERPROOFING: GLASS WINDOWS AND DOORS: RED CEDAR SHINGLES: STORM SHUTTER DETAIL — FOR HOMES ONE MILE FROM ANY SHORELINE STORM SHUTTER SCHEDULE DESIGN LOADS (OCCUPANCY CLASS R-3) UNLE55 OTHER W15E NOTED, GENERAL INSTALL I -PLY FIBEPGLA55 OR IMPREGNATED ALL GLA55 15 TO BE INSULATED LOW-E INLE55 ALL EXTERIOR WALL SURFACES SHALL BE N I OTHER WISE SPECIFIED. GLA55 GRADE 18" PERFECTIONS WITH A MAXIMUM i sT IN STEEL rnNc NUTS WINDOW SHUTTER R.O. ( veoTH . HEIGHT) SHUTTER SIZE WANT. CONDITIONS OF THE CONTRACT FOR COTTON FABRIC MEMBRANE BETWEEN TWO ( ) ihrl NNDGw TRIM .�1A1 ERs TYPE ROOF LOADS: CONSTRUCTION, A.I.A. DOCUMENT-201 4/87 LAYERS OF TROWLED ON FIBERED MASTIC. SUBCONTRACTOR SHALL NOT INSTALL GLA55 WEATHER EXPOSURE TO MATCH EXI5T'G. t"T sYMLESS STEEL THREADED STUD Eonng Basement O 2'-O'x 3'-D'Cunt"q V I F 1 2'-3'x 3'-3' 3 DEAD LOAD 15 PSi-TABLE R301.1(6) RESIOQNTAL CODE OF N.Y.S. (PACE 31) SHALL APPLY. HEAT AND POWER DURING (FED. SPEC. 5.5.C. 153 TYPE-1) MEMBRANE TO UNTIL PROPER CLEARANCES ARE PROVIDED. SHINGLES SHALL BE DOUBLED AT FOUNDATION DEAD LOAD 1s PSF ALL SLIDING GLA55 DOORS, ROOF WINDOWS, SHINGLES SHALL BE SPACED NOT LE55 THAN �- TW Sas _z D s'a sr16•x'<'-9 Ir4• 6'-7 v2•,s'-o• 2 ATTIC LOADS: CONSTRUCTION SHALL BE PAID FOR A THE BE CONTINUOUS FROM TOP OF FOUNDATION i / O NON STORAGE 10 PELF-TABLE 4-I ASCE (PAGE 1d) SKYLIGHTS, GLA55 WITH A SILL LE55 THAN 18" I!8" NO MORE THAN I/4" APART AND JOISTS % NON STORAGE 10 PSF-TARIE A-i ASCE PAGE 13 CONTRACTOR. THE CONTRACTOR SHALL AND EXTENDED TO LAP EDGE OF FOOTING. = Tw 264 10 O z'-e ue•.s�-1 v4• 3'-0'.s'-r 3 FLOOR LOADS: FRAMING AND ROUGH CARPENTRY: ABOVE FINISHED FLOOR, GLA55 NEXT TOA SHALL BE STAGGERED /2" MINIMUM. �" — OBTAIN CERTIFICATE OF OCCUPANCY. — DEADL CAD 1100 -TATRE A-+ ASCE (PAGE 13) DOORWAY AND/OR AS REQUIRED BY CODE, NAILING SHALL BE 2/3D NO MORE THAN I" -' - 1W 3052 °O 3•-z Ira'+si-s 1/r 3'-ex s'-s• SUBSTITUTIONS SHALL NOT T MADE WITHOUT JOISTS AND STUDS SHALL BE CONSTRUCTION SHALL BE INSULATED TEMPERED GLA55. ALL ABOVE THE BUT LINE OF THE NEXT COURSE WALL LOADS: WRITTEN AUTHORIZATION BY THE ARCHITECT. GRADE DOUGLAS FIR. ALL WOOD SILLS AND TIN 3452 O 3'-G ua•,S5 1/4- 3'-Io•.v-e• z DEAD WAD 15 PELF WOOD IN CONTACT WITH MASONRY SHALL BE GLASS DOORS AND WINDOWS SHALL BE AND NO MORD THAN 3/4" FROM THE SIDE THE PREMISES SHALL BE KEPT REASONABLY - /� O WIND LOAD: 1zD MPH CLEAN AT ALL TIMES. AT THE COMPLETION OF INSTALLED IN STRICT ACCORDANCE WITH THE EDGES OF THE SHINGLE. OUTSIDE CORNERS L.e onPs6sz F T-7 715',s',s ua• c•-o.5'DI i� MARINE GRADE FROM FIGURE 6-1e ASCE (PANE b) CCA TREATED ALL EXTERIOR SHEATHING SHALL MANUFACTURES 5PECIMCATION5. ALL SHOULD BE CONSTRUCTED WITH AN ALTERNATE �'fNOOD FARM FIGURE R3O.1(A) RESIDENTIAL CEDE OF N.Y.S. (PAGE 30) WORK, THE CONTRACTOR SHALL REMOVE ALL BE I/2" CDX DOUGLAS FIR PLYWOOD NAILED TW 30310-2 6 6'a 3n s•.%'-11H• 6'- /z•.4'-s' z WASTE MATERIALS, TOOLS, RUBBISH, ETC., WINDOWS ARE TO BE CAULKED AND SEALED A5 OVERLAP. INSIDE CORNERS SHALL BE MITERED O i UPLIFT: MWD EIO•OSIFRE H' CAIECORY GD A7 2" O.C. AT EDGES, 6D AT 8" O.C. A7 = FROM AF AF III PA MOOD FRAME CONSTRUCTION MANUAL PER NYS ENERGY CONSERVATION CODE OVER METAL FLASHING. % / Tv,26310 "O 2•-5 ue•.4'-1 1/4• 3'-aN'-s• CLEAN ALL GLA55 AND LEAVE WORK BROOM INTERMEDIATE BLOCKING POINTS. SUB-FLOORS � g I SEISMIC LOAD: CATEGORY c REQUIREMENTS. PROVIDE FLASHING PANS i CLEAN UNLE55 OTHERWISE SPECIFIED. THE TO BE 3/4" CDX PLYWOOD NAILED 80 AT 6" /� �� o Tv,ze3lo Oi z•-1O u5•x4'-I Ir4• 3'-rx4'-s' 3 FROM FIGURE R3O,1(x) R[SIDETNTAL CWE Q N.Y.S. (PACE 1a) UNDER ALL SLIDERS, DOORS, AND WINDOWS ASPHALT ROOF SHINGLES: CONTRACTOR SHALL CARRY WORK)v�AN'S O.C. EXTERIOR SHEATHING TO BE COVERED • o SUBJECT TO DAMAGE FROM: WITHIN 6" OF AN EXTERIOR SURFACE. ALL ALL SLOPED ROOF SHINGLES SHALL BE w c�cwz 4'-3•.z'-� ue• r-rx z'-I r-n.n.a„ne COMPENSATION AND GENERAL LIABILITY • N O WEATHERING SEVERE - R0. R301,1(3) RESIDENTIAL CODE 6 N.Y.S (PACE 1W) WITH 'L. ALL HOUSE WRAP OR APPROVED 0(TERIOR DOORS ARE TO BE FULLY \ GAF-TIMBERLINE CLASS-A ASPHALT ROOF _� mosr UNE DEPTH 3•-D' - DG. RAGa1(1) REsoET+nu CODE a N.r.s. (PACE se) INSURANCE. ALL WORK SHALL COMPLY WITH EQUAL. ALL NAILS, BOLTS, RODS, STRAPS, � � cwz4s O +'-o•x+'-s /a• s'-I•,<'-S vx' TENtl1E MODERATE TO HEAVY - FIC. R3O.20) RESIDENTIAL OWE OF N.Y.S. (PACE 31) STATE AND LOCAL CODES AND ORDINANCES. WEATHERSTRIPPED. PROVIDE ALL SCREENS SHINGLES OR APPROVED EQUAL SHINGLES J015T HANGERS, AND OTHER FRAMING AND HARDWARE AS REQUIRED. ALL GLASS IS .� �/ rwD 3165 AR F AL O 3'-5'x6'-10' 6 DECAY SUOIT TO MODERATE - RG. 1301.2(7) RESMNRAL COOE OF KY.S (PAGE 33) THE CONTRACTOR SHALL FULL GUARANTEE NIS SHALL BE APPLIED OVER 15# ASPHALT FELT HARDWARE TO BE HOT-DIPPED GALVANIZED ! WINTER DESIGN DRY BULB TEMPERATURE: WORK AND THE WORK OF HIS TO BE FREE OF SCRATCHES AND WITH GAF-WEATHER - WATCH ICE AND WATER STORM PANEL HARDWARE DOUBLE UP JOISTS AROUND ALL OPENINGS � � � Fwn ze6e ue F u O z•-a•. 6•-0• 3'-I•x 6'-ICY z ME,VREgN,O SEVERE - TABLE N11O.2 RESIOENTAL CODE OF N.Y.S (PACE 156) SUBCONTRACTORS FOR A PERIOD OF ONE IMPERFECTIONS AND GUARANTEED BY THE BARRIER APPLIED AT EAVES, VALLEYS AND AND UNDER PARTITIONS. BLOCK STUD WALLS MANUFACTURER FOR A PERIOD OF NO LESS FLASHINGS. ROOFING CONTRACTOR TO FPJJNY DR.5DlT5 N s'-4 urx 5'a s•-e• x a-1a ICE SHIELD UNDERLAYMENT REQUIRED: YEAR AFTER COMPLETION OF THE PROJECT AT I/2 STORY HEIGHTS AND AT ALL RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR CONNECTION YES UNLE55 OTHERWISE SPECIFIED. ALL WORK UNSUPPORTED EDGES OF PLYWOOD. PROVIDE THAN 5 YEARS. PROVIDE ALL FLASHING NECESSARY FORA SHALL BE PERFORMED IN A ACCORDANCE WITH PLUMBING: WATERTIGHT, WEATHFRPROOF JOB. ROOFING FLOOD HAZARDS, SOLID BLOCKING OR DIAGONAL BRACING OF PTIONAL NAILS Fla PROVIDE HOT AND COLD 5HUT-OFF VALVES AT 15 TO BE APPLIED IN A STRICT ACCORDANCE 8 T F.pNLlcr.wLH GOOD BUILDING PRACTICES. THE CONTRACTOR FLOOR J015TS AT B' O.C. MAXIMUM AND SOLID ALL FIXTURES. ALL WATER PIPING TO PITCH WITH THE MANUFACTURES SPECIFICATIONS. MA0 OCCURNANID END LENGTH SHALL INDEMNIFY AND HOLD HARMLESS THE BLOCKING UNDER ALL UN5UPPROTED EDGES OF BACK TO HOT WATER HEATER. WASTE PIPING CAUSE STRAP TO OWNER, ARCHITECT, AND THEIR AGENTS AND PLYWOOD. ALL CAP PLATES TO BE DOUBLED CONTRACTOR SHALL SUPPLY COLOR SAMPLES a/11 BUCKLE OUTWARD) EMPLYOEES FROM AND AGAINST ALL CLAIMS, AND NAILED IOD AT 1 8" O.C. NAIL BOTTOMUBLE TO HAVE CLEANOUT5 AT ALL CHANGES OF OF THE SHINGLES FOR ARCHITECT'S AND/OR TYPICAL WIND UPLIFT CONNECTION DETAIL EVERY 4th STUD NAILING SCHEDULE CAP PLATE TO END OF STUDS - 2/16D. LAP DIRECTION AND AT BASES OF VERTICAL OWNER'S APPROVAL, PRIOR TO INSTALLATION. DAMAGES, LOSSES AND EXPENSES,,INCLUDING FROM THE AF & PA WOOD FRAME CONSTRUCTION MANUAL ATTORNEYS FEES ARISING OUT OF OR WASTES. USE 4" CAST IRON THROUGH CLEAR PAN FOR ONE & TWO FAMILY DWELLINGS FROM THE AF & PA WOOD FRAME CONSTRUCTION MANUAL CAP PLATES AT CORNER. TOE NAIL JOISTS TO I2/Tz FOUNDATION WALL PITCHED MIN. I UR PER FLAT ROOFING: H FOR ONE h TWO FAMILY DWELLINGS (TABLE 3.1) JDNT �IIDN OR 40d RESULTING FROM THE PERFORMANCE OF THE CAP OR BEAM WITH 2/ 6D. WHERE FLUSH FOOL 7RAPNJASTE SIZES FOR FIXTURES SHALL WORK PROVIDED THAT ANY SUCH CLAIM, FRAMING OCCURS, USE MIN. I GGA SHEET FLAT ROOFING SURFACE SHALL BE PITCHED AT ROOF FRAMING BE AS FOLLOWS: THE RATE OF I/4 INCH PER FOOT ROOFING DAMAGE, L055 OR EXPENSE (A) IS r METAL JOIST HANGERS BY 'TECO" OR TYPICAL RAF WR ATTRIBUTABLE TO BODILY INJURY, SICKNESS, APPROVED EQUAL. ALL CORNERS TO BE BATHTUB /2" SHALL BE SINGLE PLY RUBBER SHEET AS - DI5EA5E OR DEATH OR TO INJURY TO OR MINIMUM 212X UNLESS NOTED ON PLANS. BIDET " PITCH RANGE— LS & TMU SERIES I• MIN ENO O7H - MANUFACTURED BY "CARLISLE," "FIRESTONE" OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER MINIMUM BEARING FOR STUDS, JOISTS AND DISH WASHER I /2" APPROVED EQUAL. INSTALLATION SHALL BE IN BEAMS SHALL BE 3 i/2". USE DOUBLE JACK CLOTHES WASHER 2" STRICT ACCORDANCE WITH MANUFACTURERS MST THAN THE WORK ITSELF) INCLUDING THE LOSS TR cBUNc upn ro PMALEL ATTER s 1e o .I OF USE RESULTING THEREFROM. (B) IS KITCHEN SINK I I/2° SPECIFICATIONS. INSTALLATION SHALL CARRY A sluo (uAt WAN 36'-D3 eI 2z STUDS FOR HEADERS OVER FIVE FEET IN LAVATORY I" TYPICAL KST237 CAUSED IN WHOLE OR IN PART BY ANY LENGTH. TEN (I O) YEAR GUARANTEE AGAINST LEAKING FLOOR—TO—FLOOR INSTALLATION 71,12 1 29 Ix 13 LAUNDRY TRAY 1 1/2" rMAT9 AM tp0S owN PARnnaNs •16' ./� 12 1 21 NEGLIGENT ACT OR OMISSION OF THE STRUCTURAL STEEL: SHOWER 2° AND DEFECTS. LEDGER DETAIL (MAIL SPAN b-07 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE ALL STRUCTURAL STEEL WORK SHALL CONFORM J1 1 DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF TO THE AI5C SPECIFICATIONS AND THE CODE TOILET 3" PAINTING AND STAINING: 6, PLYWOO° W ALL SYSTEMS TO HAVE ONE 3" MAIN VENT TYPICAL LIGHT SLOPE HANGER164 THEM, OR ANYONE FOR WHOSE ACTS ANY OF FOR STANDARD PRACTICE AND SPECIFICATIONS THE FOLLOWING I5 INCLUDED FOR THE \�\ SWAP SWAP - STACK INCREASED TO 4" THROUGH THE ROOF. NNES _ led _ P e THEM MAY BE LIABLE REGARDLESS OF FOR STRUCTURAL JOINTS USING A5TM A325 CONVENIENCE OF THE PAINTING CONTRACTORS INSTALLATION �asr PROVIDE FRO5TPROOF H05E-BI65 AS o c WHETHER OR NOT IT 15 CAUSED IN PART BY A OR A490 BOLTS. AND ONLY AS AN INDICATION OF THE TYPES OF L5268 & TMU26 INDICATED ON PLANS WITH EA51LY ACCE55113LE smD TTI TOP ON LKIM. P TO STUD PARTY INDEMNIFIED HEREUNDER. ALL STRUCTURAL STEEL SHALL CONFORM TO THE PAINTS REQUIRED FOR VARIOUS SURFACES. IT I41 - - DRAIN-COCKS. THE WATER SUPPLY AND HURRICANE CLIP DETAIL MATERIALS, ASSEMBLIES, AND METHODS OF FOLLOWING MINIMUM YEILD STRENGTHS AND SEWAGE DISPOSAL SYSTEMS SHALL COMPLY IS THE INTENT OF THESE SPECIFICATIONS TO z6' CONSTRUCTION INCLUDING BUT NOT LIMITED SPECIFICATIONS UNLESS OTHERWISE NOTED. TO THE APPLICABLE COUNTY [)APARTMENT OF PROVIDE A COMPLETE FINISH. ALL PAINTED F ANN TO�n tual: _ _ `DBH To NAIL. FOR PLAIL Id TO FORM-WORK, BLOCK-WORK, FRAMING, A. STRUCTURAL STEEL SHAPES 36 5URFACE5 MUST BE FULLY COVERED IN A NAILING, PLACING OF CONCRETE, EIC. ARE TO K.5.1 A-3G HEALTH STANDARDS AND REGULATIONS. UNIFORM MANNER TO BE ACCEPTABLE 0 e• PLYWl00 BE CAREFULLY SUPERVISED BY THE B. PLATES,BRACKETS 6 APPROVAL OF ALL PLUMBING MUST BE CONN. 36 INTERIOR WOOD SURFACES - APPLY TO LIGHTLY Be• CONTRACTOR TO BE SURE THAT THEY ARE IN K.5.1. A-3G OBTAINED FROM APPROPRIATE LOCAL SANDED SU ACES, WALLS, DOORS, FRAMES, ''`: AUTHORITIES PRIOR TO CONCEALMENT. PRIOR TYPICAL SUH28R ��•TN t`' '`E.' - " ;; •' TO ACCORDANCE WITH THE DRAWINGS, C. STRUCTURAL STEEL TUBING 46 TRIM, AND BASES, ONE COAT WOOD FILLER OR ���". ` - 'k: ' TO ORDERING, CONTRACTOR SHALL SUPPLY PECK JOIST TO LEDGER INSTALLATION AWAIN m) SPECIFICATION, APPLICABLE CODES AND GOOD K.S.I. A-500 ) STAIN AND TWO COATS MC KLUSKTS NOTE: STRAPS To RE usED ARE LSTA usr IR ST ;Fm[S SWAP I PRACTICE. DEVIATIONS FROM THE DRAWINGS D. ANCHOR BOLTS 3G CUTS OF FIXTURES FOR OWNERS APPROVAL EGGSHELL FINISH NONYELLOWING POST ANCHOR DETAIL MANUFACTURED BY USE, STEEL) RAL CONNECT uN APPRO EQUAL AND SPECIFICATIONS WILL NOT BIN THE EVENT THAT THE OWNER CHANGES, THE E PERMITTED K.5.1 A-3G POLYURETHANE. HCDP w WITHOUT WRITTEN AUTHORIZATION OF THE ALL WELDING SHALL CONFORM TO AW5 D I . I CONTRACTOR SHALL CREDIT THE OWNER FOR GYPSUM BOARD - MINIMUM ONE COAT PRIMER . F ARCHITECT THE CONTRACTOR SHALL BE STRUCTURAL WELDING CODE, LATEST REVISION. THE FULL SUBCONTRACTORS COST FOR THE AND TWO COATS FLAT PAINT. HURRICANE CLIPFLOOR SHEAIWNQ CHANGED UNIT CONTRACTOR TO SUPPLY 80 TYPICAL HCDP RESPONSIBLE FOR SHOP DRAWINGS WHICH ALL STEEL SHALL RECEIVE A SHOP COAT OF GAL. QUICK RECOVERY HOT WATER NEATER. EXTERIOR WOOD SURFACES - TWO COATS ', MAYBE NEEDED. ALL DIMENSION5 AND APPR. PAINT EXCEPT SURFACES TO BE WELDED EXTERIOR GRADE STAIN. TRUSS RAFTER TO DOUBLE 0 . ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE I 5 ARE TO BE FIELD VERIFIED. OR HIGH STRENGTH BOLTED EXTERIOR EXPOSED METAL - MINIMUM ONE PLATE INSTALLATION H x• MINIMUM 11 GAUWGALVANZ!W STEEL, STANIESS STEFI, ALUMINUM OR 0OPPER WIN �R� Q�: ELECTRICAL - . MINIMUM I* DIM R HEAD ASTMF 1667, OF A LENGTH TO PENETRATE THROUGH THE �;::.,::. EETTEE STAKEOUT 15 TO BE PERFORMED BY A FABRICATION SHOP DRAWINGS SHALL BE ALL WORK SHALL COMPLY WITH THE NATIONAL COAT ZINC CHROMATE AND TWO COATS i_n t: IF SHEA NG IS AND A MINIMUM OF S INTO THE ROOF SHEATHING OR THROUGH GIRDER TO CONCRETE PIER DETAIL =i_i :. FSEA nuc is ESS THAN e . SUBMITTED FOR APPROVAL. EXTERIOR ENAMEL. • ,:._ 2B' LICENSED SURVEYOR. STAKING AND LAYOUT ELECTRIC CODE AND ALL STATE, LOCAL, AND ALL MATERIAL SHALL 6E BEST QUALITY A I ARE TO E5TABU5H ALL LINES AND ' NY5 ENERGY CONSERVATION CODE: UTILITY COMPANY CODES AND REGULATIONS. PITTSBURGH, PRATT 6 LAMBERT, DUTCH BOY, 6 CROSS—SECTION I BENCHMARKS. VERIFY ALL GIVEN DATA ON ALL WINDOWS SHALL HAVE AN INFILTRATION SERVICE SIZE SHALL BE VERIFIED WITH CABOTS, MC KLU5KY5, OR APPROVED EQUAL. A r DRAWINGS. IN CASE OF DISCREPANCY, RATING OF 0.5 CFM PER FOOT OF OPERABLE ARCHITECT PRIOR TO INSTALLATION. CIRCUIT ANCHOR .BOLT DETAIL RECEIVE CLARIFICATION FROM ARCHITECT 5A5H. ALL SWING TYPE AND 5UDING GLA55 PANEL SHALL BE INSTALLED WITH AT LEAST FIVE CONTRACTOR IS T5 PROVIDE SAMPLES OF ALL PRIOR TO PROCEEDING. EXCAVATE AND 6 DOORS SHALL HAVE AN INFILTRATION RATING SPARE CIRCUITS ALL CIRCUITS SHALL BE PAINTS AND STAINS FOR ARCHITECTS AND/OR 4R' BACKFILL FOR WORK INDICATED ON DRAWINGS. OF 1 .0 CFM PER SQUARE FOOT OF DOOR MINIMUM 15 AMP. POWER WIRING SHALL BE OWNER'S APPROVAL. STOCKPILE TOP501L OBTAINED FROM STRIPPING AREA. ALL HEATING EQUIPMENT SHALL MEET A MINIMUM 14 AWG. CONVENIENCE OUTLET5 WOOD FLOORING: DRIVEWAY AND BUILDING SITE. STOCKPILE ALL THE EFFICIENCY STANDARDS OF THE NEW YORK SHALL BE LOCATED 1 2" ABOVE FINISHED WOOD FLOORING TO BE 2 1/4" WIDE BY 3/4' >_211 EXCAVATED MATERIAL. NEW AND EXISTING STATE CODE. THERMOSTATS SHALL MEET A FLOOR UNLESS OTHERWISE INDICATED. ALL THICK TONGUE AND GROOVE SELECT RED OAK TYPICAL HTT22 INSTALLATION DATE: NOTE: n` BACKFILL MATERIAL AND TOPSOIL ARE TO BE MINIMUM REQUIRED RANGE AER - A SWITCHES TO BE LOCATED 42" ABOVE SHALLSTRIPS BE INSTALLED OVER CONSTRUCTION a SHA6 MASONRY ANCHOR DBOLT—TO—PLATE 03/12/03 sue TOBmG. ;'"�SZEaED AssmrT000 FREE OF WEEDS, TREE ROOTS, ROCKS AND DEGREES. DOMESTIC HOT WATER SHALL BE FINISHED FLOOR UNLESS OTHERWISE —TO—STUD CONNECTION DEBRIS. ALL 5URPLU5 MATERIAL THAT 15 EQUIPED WITH CONTROLS TO LIMIT HOT WATER INDICATED SUPPLY RECOMMENDED LAMPS IN WEIGHT CRAFT PAPER. ALL BOARDS TO BE .,E UPLIFT CONNECTION 05/14/03 REVISED j UNSUITABLE FOR BASKFILL MATERIAL SHALL BE TEMPERATURES TO 140 DEGREES FAHRENHEIT. ALL FIXTURE5. INSTALL EXHAUST FANS IN ALL BLIND NAILED WITH 2" BARBED FASTENERS. 05/20103 VV15ED 1 s REMOVED FROM THE SITE. PROTECT ALL TREE5 ALL NEW CONSTRUCTION SHALL CONFORM TO BATHS AND POWDER ROOMS AS INDICATED. ALL JOINTS TO BE TIGHT WITH BOARD EDGES 'i ° _ ;y:. - - - 06/16/03 UV15ED WITHIN EIGHT FEET OF THE BUILDING. PROPER THE NEW YORK STATE ENERGY CONSERVATION 11 INSTALL HARD WIRED SMOKE DETECTORS IN FREE OF DEFORMITIES. ALLOW FOR PER(METER APPROVALS MUST BE OBTAINED BEFORE CONSTRUCTION CODE JULY 2002. 1 BEDROOM AREAS AS INDICATED. EXPANSION AS RECOMMENDED BY WOOD - r`GF°•°I^"'aE� �- COVERING ANY EXCAVATED WORK. FLOOR MANUFACTURER. INSULATION: MECHANICALS: PREPARATION AND FINISHING: ALL EXTERIOR WALLS AND ROOFS SHALL BE TYPICAL SHA6 UPLIFT M tam HVAC SYSTEM SHALL BE FORCED HOT AIR WITH ALL PLANK FLOORING TO BE SANDED THREE CONCRETE: E SCUT, CONNECTION INSTALLATION INSULATED WITH PAPER FACED FIB RGIAS Y TIMES;� ONE COURSE CUT ONE MEDIUM CENTRAL AIR CONDITIONING. ALL IN T M 5, I N FOR: NO CONCRETE OR MASONRY WORK SHALL BEI GIRDER TO S.S.P. COLUMN DETAIL 'B' PROPOSED AUDIT O S E BATT INSULATION BY JOHNS MANVILLE OR DUCTWORK SHALL BE INSULATED IN AND ONE FINE CUT. ALL SANDING TO BE GIRDER TO S.S.P. COLUMN DETAIL A DONE DURING TEMPERATURES OF 4 DEGREES APPROVED EQUAL. PROVIDE 1 1/2 RIGID UNCONDITIONED AREAS. ALL DAT LEAS UNIFORM, SWIRLS AND OATS Of 5T I ARE THE CORLM RESIDENCE F. AND FALLING. NO CONCRETE SHALL BE FOAM INSULATION ON ALL EXTERIOR DUCTWORK SHALL BE LINED AT LEAST 8' FROM UNACCEPTABLE. TWO COATS OF STAIN, o PLACED ON FROZEN 5UFACE5. NO ADDITIVES FOUNDATION WALLS FROM FOOTINGS TO G" THE DISCHARGE. ALL RETURN DUCTWORK APPROVED By THE ARCHITECT AND/OR OWNER CLEAR VIEW RD. SOUTHOLD, NY SHALL BE ALLOWED WITHOUT WRITTEN BELOW FINISHED GRADE UNLESS OTHERWISE SHALL BE ACOUSTICALLY LINED WITHIN 1 2' OF SHALL BE APPLIED IN A UNIFORM MANNER. PERMISSION OF THE ARCHITECT, ALL THF BLOWERS. ALL SUPPLY REGISTERS SHALL FLOORING SHALL BE SEALED WITH TWO COATS " ° ° T• GALVANIZED CONCRETE 15 TO BE MIN. 3,000 P.5.1. AT 28 SPECIFIED. CARE SHOULD BE TAKEN NOT TO LAC BOLTS (4) DAYS. PROVIDE ALL SLEEVES AND DAMAGE FOUNDATION WATERPROOFING. HAVE VOLUME CONTROL DAMPERS. ALL OF NON-YELLOWING POLYURTHANE AS " FOUNDATION FOOTINGS ARE TO MIN. 2" DEEP PROVIDE SOUND ATTENUATION BLANKET IN ALL SUPPLY BRANCH LINES SHALL HAVE VOLUME MANUFACTURED BY MC CL05KY5 HEIRLOOM CONTINUOUS WELD INTERIOR BATHROOM WALLS AND FLOORS CONTROL DAMPERS WHERE ACCESSIBLE THE SERIES, EGGSHELL FINISH OR APPROVED PROJECTING G" ON EACH 51DE OF THE WALLS G" - R- 19 MECHANICAL CONTRACT SHALL INCLUDE EQUAL. FOUNDATION WALL. PROVIDE TWO M4SSP CAPS — KLCC SERIES FLOORS 9" - R-30 '�, INSTALLATION OF ALL CONDENSATE, STA ASE PLATES & CAPS DEFORMED BARS CONTINUOUS IN THE CEILING 9" - R-30 REFRIGERATION, AND BOILER PIPING, AND ALL CERAMIC TILE: NOTES SPECIFICATIONS FOOTING AND A CONTINUOUS 2x4 KEY NECCESSARY CONTROLS FOR THE OPERATION MASTER BATH - FLOOR, WALLS TO 8'-0", NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE BETWEEN THE FOOTING AND FOUNDATION GYPSUM WALLBOARDOF THE SYSTEM. HIGH AND LOW RETURNS ARE SHOWER WALLS TO CEILING, SHOWER CEILING, MANUFACTURED BY USP STRUCTURAL CONNECTORS — OR APPROVED EQUAL WALL. ALL 4" THICK CONCRETE SLABS TO HAVE GYPSUM WALLBOARD APPLICATION SHALL BE TO BE INSTALLED FOR ALL ZONES ON MAIN AND ENTRY STEPS, TUB SURROUND It WALL BEHIND 6 x 6 x 10/10 W.W.M. REINFORCING. ANCHOR TAPE JOINT SYSTEM. ALL GYPSUM BOARD TO UPPER LEVELS AND LOW RETURNS SHALL BE TUB. BOLTS IN CONCRETE SHALL BE HOOKED /2" x I5T FLP. BATH - FLOOR R TILE BASE. BE I/2" ON WALLS AND I/2" ON CEILINGS INSTALLED IN LOWER LEVEL ZONES. ALL 12" AT MAX. GO.C. PROVIDE BITUMEN 2ND FLR. BATH - FLOOR, TUB ENCLOSURE TO r INLE55 OTHERWISE INDICATED. FINISHED EQUIPMENT IS TO BE BY PEERLESS, LENOX, OR EXPANSION JOINTS BETWEEN SLABS AND CEILING, AND TILE BASE. FOUNDATION WALLS. JOINTS, BEADS, NAIL DIMPLES, CORNERS AND APPROVED EQUAL CONTRACTOR SHALL CONTRACTOR TO INSTALL CERAMIC TILE AS + EDGES SHALL BE TAPED AND RECEIVE THREE PROVIDE DUCTWORK DRAWINGS FOR INDICATED ABOVE. TILE TO BE INSTALLED IN COATS OF JOINT COMPOUND. ALLOW 24 ARCHITECT'S APPROVAL PRIOR TO REINFORCED MUDBA5E WITH 1 I/4" NOMINAL CONCRETE BLOCK: HOURS TO DRY BETWEEN COATS. FINAL COAT INSTALLATION. THICKNESS. OWNER WILL SUPPLY MATERIALS. JOHN F. SANDGREN, R.A. ALL CONCRETE BLOCK IS TO HAVE TO BE SANDED SMOOTH. METAL CORNER "DUR-O-WALL" REINFORCING EVERY THIRD BEADS TO BE USED ON ALL OUTSIDE CORNERS COURSE. FILL TOP COURSE SCUD MORTAR AND AROUND ALL OPENINGS. ALL WALLS AND 10 MINEOLA AVENUE MIX TO BE ONE PART PORTLAND CEMENT, ONE CEILING OF ALL GARAGES AND MECHANICAL KO5LYN HEIGHTS N.Y. 1 15` PART LIME PUTTY, AND SIX PARTS SAND, OR, ROOMS TO BE SHEATHED WITH 112" TYPE-X (5 I G) G2 I -6400 ONE PART MA50NRY CEMENT AND THREE FIRECODE 5HEETROCK. SHOWER AND TUB (5 1 G) G21 -3004 SPEC- I PARTS SAND. ENCLOSURES TO BE LINED WITH 1/2" "WONDERBOARD," ALL OTHER BATHROOMS AND LAUNDRY ROOMS TO HAVE 5/8" WATER