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Home My WebLink About30345-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31014 Date: 06/29/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 135 BAY RD GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 43 Block 4 Lot 44 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 20, 2004 pursuant to which Building Permit No. 30345-Z dated MAY 21, 2004 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 SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BOB & VICKIE GEROULANOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0107 06/23/05 ELECTRICAL CERTIFICATE NO. 2042286 06/03/05 PLUMBERS CERTIFICATION DATED 06/08/05 RBT.VANETTEN PLUMB.&HEAT. / Z4 A t ori ed S' nature Rev. 1/81 Form No.6 f TOWN OF SOUTHOLD 10? 0 7 r I u I BUILDING DEPARTMENT I TOWN HALL 765-1802 7TQ_ ' -7;f1i D APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 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 I% 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 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 building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: .13-5 House No. Street Hamlet Owner or Owners of Property: �8 cznww,� Suffolk County Tax Map No 1000, Section g Block p p Lot 0� Subdivision Filed Map. Lot: Permit No,c 703t'.S "Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J dv� e'er- � g V 1 s Appli t Si ture CcNo^Z31o1y 3 f o �� cPr�cJ�cicJ�cTr�PrJrJ'� o SBY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S S BITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 c� SCERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by 5 55 5 r5j PECONIC ELECTRIC CORP VICKY AND BOB GEROULANOS c5 STANLEY2195 MATTITUCKNY 111952 NEW YORK, NY 11209 S 5 Located at 135 BAY ROAD GREENPORT, NNY 11944 S5 5 Application Number: 2042286 Certificate Number: 2042286 5 5 5 5 Section: Block: Lot: Building Permit:5 30345 BDC: NS37 5 Described as a occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: S S5 Basement,First Floor,Second Floor,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 the 3rd Day of June,2005. S 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment [� 5 Sensor 2 0 Carbon Monoxide Sensor 5 0 Smoke 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 Exhaust Fan 3 0 F.H.P. 5 Furnace 1 0 Oil 5 Air Conditioner 2 0 18.000 BTU 5 SWiring and Devices SOutlet 46 0 Fixture 5 5 Fixture 42 0 Incandescent SFixture 4 0 Flourescent 5 Outlet 69 0 General Purpose 5 Receptacle 42 0 General Purpose 5 Switch 34 0 General Purpose 5 Receptacle 1 0 20 amp Laundry Cj Receptacle 1 0 30 amp Dryer Seal 5 Paddle Fan 2 0 5 Continued on Next Page 1 of 2 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 a rn 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 S 5 5 5 Upon the application of upon premises owned by 5 5 rSU' PECONIC ELECTRIC CORP VICKY AND BOB GEROULANOS 2195 STANLEY ROAD 111 82ND ST 5 5 MATTITUCK, NY 11952, NEW YORK, NY 11209 5 S 5 Located at 135 BAY ROAD GREENPORT, NNY 11944 5 5 Application Number: 2042286 Certificate Number: 2042286 S 5 S 5 Section: Block: Lot: Building Permit: 30345 BDC. NS37 55 Described as a occupancy, wherein the premises electrical system consisting of C electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Outside, 5�j 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 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of June,2005. 5 Name OTY Rate Rating Circuit Type 5 Disconnect 2 0 60 amp Air Conditioner 5 5 Receptacle 5 0 GFCI SService 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 S 5 5 5 5 5 5 5 5 sea/ 5 5 2 of 2 S 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 O rJm r r 'town Hall, 53095 Main Road Fax(631.) 765.9500 P.O. Box 1174 � ' Telephone(631) 765-18 Southold, New York 11971-0459 BUILDING DP,PARTMENT TOWN OF BOUTHOLD Date: Building Permit No. Owner: (Please p-int) 1. Plumber: a.n E _17_ lab e, � eat seint p )� r lead. iv !ed certify that the solder ed in the water suloply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before nae this day of Notary Public _ _County JANET E.STAPLES Notary Public Stab of Now ldotk No.483194b Suflotk Commi;aiott Ettp ttK luh►31 L Jf 4 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. 30345 Z Date MAY 21, 2004 Permission is hereby granted to: VICKIE & BOB GEROULANOS 111 82ND ST BROOKLYN,NY 11209 for DEMOLITION OF AN EXISTING DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 135 BAY RD GREENPORT County Tax Map No. 473889 Section 043 Block 0004 Lot No. 044 pursuant to application dated MAY 20, 2004 and approved by the Building Inspector to expire on NOVEMBER 21, 2005 . Fee $ 678 . 60 utho i d Signa e ORIGINAL Rev. 5/8/02 mn�DA! ChACD!`_Ctlny6A1A!!4f`_�!!ACR!T Af�Cl,!!�\! O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important Read the instructions on pages 1-7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BOB GEROULANOS BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,arid/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 135 BAY ROAD CITY STATE ZIP CODE GREENPORT NY 11944 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 100043-04-44 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) RESIDENTIAL LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type):_ #9-##.##" or ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other: SEI.T iON B-FLOOD INSURANCE RAI E MAP(FiRM)WFORMAT ION B1.NAP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE SOUTHOLD,TOWN OF 360813 SUFFOLK NY B4.MAP AND PANEL B5.SUFFIX B7.FIRM PANEL B9 BASE FLOOD ELEVATION(S) NUMBER B6.FIRM INDEX DATE EFFECTIVE/REVISED DATE 38 FLOOD ZONE(S) (Zone AO,use depth of flooding) 36103CO176 G IMAY 4,1998 AE EL 10 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe): B11.Indicate the elevation datum used for the BFE in 69:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe): B12.Is tte building located in a Coastai Barrier Resarces System(C:BRS)area or Otherwise Protected Area(OPA)?❑Yes ivo Designation uate i SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Constuction Drawings* ®Building Under Construction* ❑Finished Construction *A new Elevation Certificate will be required when construction of the building is complete- C2.Building Diagram Number 8(Select the building diagram most similar to the buidng for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations–Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.-a-i below according to the building diagram specified in Iters C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to docunent the datum conversion. Datum NGVD ConversioNComments Elevation reference mark used RM20 Does the elevation reference marts used appear on the FIRM? ®Yes ❑No k p o a)Top of bottom floor(including basement or enclosure) 6. 1 ft.(m) U�N �� o b)Top of next higher floor 13.1 ft(m) o c)Bottom of lowest horizontal s1ructrxal mernber(V zones only) o d)Attached garage(top of slab) — —ft(m) Eu w c° o e)Lowest elevation of machinery andfor equipment m servicing the buiking(Describe in a Comments area) _fL(m) F 76 o t)Lowest adjacent(finished)grade(LAG) 6.6 ft.(m) z'N , $ o g)Highest adfacent(finished)grade(HAG) 6. 9 ft.(m) � fA►VD$�. i o h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade 5 i o i)Total area of all permanent openings(flood vents)in C3.h 640 sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be sinned and sealed by a land srrvevor;engineer.or architect auftu ized by law to certifv elevation information I certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIER'S NAME JOHN T.METZGER LICENSE NUMBER 49618 TITLE PRESIDENT COMPANY NAME PECONIC SURVEYORS,P.C. ADDRESS C!TY STATE Z!P CODE P.O.BOX 909 SOUTHOLD NY 11971 SIGNATURE DATE TELEPHONE r 01/28/05 (631)765-5020 IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use BUILDING STREET ADDRESS(Including Apl,Unit,Suite,andlor Bldg No)OR P 0 ROUTE AND BOX NO Policy Number CITY STATE ZIP CODE Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. COMMENTS ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zona AO and Zone A NkOhout RFFI c=dete Items F1 f y-ouoh E4 If fha Placation('orfifirato is infenrtart for nse as currvrfinn infrvniafion for a I OMA rr L() Section C must be completed. E1.Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed–see pages 6 and 7. If no diagram accurately rarresents the b iilrlinn re i(ii n cL'otrh rr nhntr em h 1 E2.The top of the bottom floor(including basement or enclosure)of the building is_ft.(m)_in(am)❑above or ❑below(check one)the highest adjacent grade (Use natural grade,if available). F3 FrY Builriin.�Djarramc 6-8 ueth (coo naoe 7) the novf hinhu Prvr rr-1--t Prvy ln;avaFnn hl of the Fv iil{iinn is ft,!m1 in!r•m)nhn—thn hinh—f ariiaront grace. Complete items C3.h and C3.i on front of form " E4.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 7 yes —7 No t-1 I Inknmx) The local official must certiN this infryrpatinn in.Ceohnn(; SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B.C(Items C3.h and C3.—ionly),and E for Zone A(without a FEMA-issued or community- SSued RFF);y Zona AO mllct SIM hese The statements in Sectio—s A. R C.and Fare correct to the test of cmc knoWlecinn PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME v ADDRESS r_.ITv STA,T F LIP CODE SIGNATURE DATE TELEPHONE /+1111 nT( SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law orordinance to administer the community's fl oodplain management ordnance can complete Sections A,B.C(or-Q,and G of this Elevation Certificate. Complete the applicable items)and sign below. G1.❑The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) VL.❑A community otiicial completed Section E for a building located In Lone A(vnttmt a FEMA-issued or community-issued BFE)or Zone AO. - G3 ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. 34 PERMIT NUMBER r,,5 T DATE PERMIT ISSUED G6 DATE CERTIFICATE OF CORnPL!P.plCEI000UPANCY ISSUED G7 This permit has been issued for.❑New Construction ❑Substantial Improvement G8.Elevation of as-built lovest floor(including basement)of the building is: —ft(m) Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: — — —fi.(m) Datum:_ LOCAL OFFICIAL'S NAME TITLE nncnu UWrV MAi cC: SIGNATURE DATE �ITn ❑Check here if attachments WARD ASSOCIATES P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc@earthlink.net Bohemia,New York 11716 631-5634800 FAx631-5634807 Web: www.wardpc.net January 14, 2005 Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Damon Rallis, Plans Examiner Re: Geroulanos Residence Addition Greenport, N. Y. SCTM 1000-43-4-44 Dear Mr. Rallis: In order to expedite the construction processes for the above captioned residence, the owner and the contractor have been requesting our office to review the construction at the various phases. To date we have verified the compliance of the foundation, tie-downs and framing with the approved construction plans. Any deficiencies were noted at each site visit and subsequently brought into compliance by the contractor. The foundation flood vents remain to be installed with the correct type as specified at this point in time. The Owner has made one minor floor plan change, which is reflected on the enclosed drawings for your files. It is our understanding that the Contractor will be contacting your office for the Plumbing roughing inspection the week of January 17th. Please let us know if you require any additional information or if you have any questions regarding the enclosed. _ c Irence M eel , R.A.Jrnf Enc. V X5,;9 JAN 26 3 WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS,ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc@earthlink.net Bohemia,New York 11716 631-563-4800 FAx631-563-4807 web: www.wardpc.net July 12, 2004 Town of Southold Building Department _ 53095 Main Road Southold,New York 11971 c; Attn: Damon Rallis,Plans Examiner A 3 Re: Geroulanos Residence Addition Greenport,N.Y. SCTM 1000-43-4-44 TOV! Dear Mr. Rallis: We have enclosed a set of revisions made to the above captioned project for your files.The owner requested the changes after the revisions were made to accommodate the FEMA requirements by raising the crawl space elevation.The owner requested that the first floor elevation be raised to maintain the depth of the crawl space that was originally planned. The overall height of the building is below the 35 foot maximum as discussed with your office prior to making the change. The owner also requested that the access opening remain. This eliminated one of the"Smart-vents" however,we still have five remaining vents that satisfy the vent requirements according to the engineered test results from the manufacturer. Finally,the site grading along the north wall has been shifted slightly to allow the addition of another crawl space window requested by the owner to balance the elevation. Please let us know if you require any additional information or if you have any questions. . cerely, awrence M. Fe le ,R.A. MF:lmf Enc. WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS,ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc@earthlink.net Bohemia,New York 11716 631-563-4800 FAx631-563-4807 Web: www.wardpc.net September 13,2004 Town of Southold Building Department 53095 Main Road Southold,New York 11971 Attn: Damon Rallis,Plans Examiner Re: Geroulanos Residence Addition Greenport,N. Y. SCTM 1000-43-4-44 Dear Mr. Rallis: We have enclosed a set of revisions made to the above captioned project for your files. Due to subsurface conditions encountered, a pile foundation was designed to replace original spread footing design. Please let us know if you require any additional information or if you have any questions. IF cerely, rence Fe ley,R.A. :lmf Enc. STEVEN L. MARESCA CONSULTING ENGINEER 188-07 W.MONTAUK HIGHWAY•HAMPTON BAYS,NY 11946•(516)728-9480•FAX(516)728-9484 January 31, 2005 James H. Rambo Construction Inc. Bishops Lane Southampton, N.Y. 11968 Re: Pile Certification Geroulanos Residence Sandy Beach Road, Greenport, N.Y. Dear Mr. Samuels: This letter is to certify that I am a Professional Engineer and have reviewed the timber pile installation for the project as referenced. The timber piling have been driven to grade in accordance with Code Requirements. Timber piling ( Southern Yellow Pine ) have been treated in accordance with A.W.P.A. C3 Foundation with 1.0# retention (min.). The piling have been installed in accordance with standards of good practice for this area. This review was intended to check the method and materials for pile installation and pile capacity. We have not checked f foundation location nor design adequacy. Please advise if r i formation will be required. R c ., ,V S' er r L. Mgre �` E. 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �" �`✓''e' �a�- „`�� DATE � 3 / �5 INSPECTOR " '��— 303 7ss.,so2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CFIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � INSPECTOR l DATE REVIEWED: r 4=wl /04 APPLICANT: � ,� � DATE SUBMITTED: 5/aa /04 SCTM# DISTRICT: 1,000, SECTION: _ BLOCK: 4 , LOT: SUBDIVISION: ADDRESS: Ler2 Z" �j Ad, CITY;CC Pd R-- ZONING DISTRICT: CONFORMINGV0 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: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIMI? � bLATS OM JAN.1997 100-25.Merger.(A nonconforrning at anytime afte 4Att �,- REQ. LOT SIZE: ACT. LOT SIZE: fo Q. LOT COV. o?o�. ACT. LOT COV. 1`t REQ. FRONT 3T PROP.FRO /f. Q SIDE /d/L ACT. SIDE ✓ REQ. REAR S PROP. RE ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: 71�1 ub ESTIMATED PROJECT COST: los ARCHITECT/t ' 'mLsy BIW WATERFRONT? DESCkIPTION: PANEL # ✓ FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: S r NO, (BED#): �DTE: PERMIT#: �o•o3'do} TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NS DTE _/_/_ PERMIT#: TOWN ZONING BOA R,.4APPROVAL: YES or 'moi A4hTE: PEFIMIT#: TOWN PLA- BOARDAPPROVAL: YES o DTE__/_/ PERMIT#: TOWN HfSTORICAL/`PRE (SPLIA): YES or �f NEW YORK STATE CODE COMPLIANCE (SE PAGE : Yor NO NOTES: Me e K rl w v 1 C P rpt FEE STRUCTURE: FOUNDATION: — SF FIRST FLOOR: /Q p 0 SF SECOND FLOOR: zpod SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FE�D �� 1 �' 1. 4 SF)- SF)= SF X$ %��_$ +$ _+$ _$ 0C 2. D4 SF)- ( SF)=// SF X$-i J _$ 3 �+$ / � V+$—= $ J 3. ( _SF)- ( SF)= SFX$ =$ +$ +$ _ $ 0 FINAL TOTAL: $_�0007 E'- ^e A-P '^eM NEW YORK STAE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAXDESCRITERIA: Ground Snow Load: 45d: 120MPH Seismic Design Category: B Weathering: Severe 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATI N: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERi��— o-" F-e- Own FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMB R SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION /N LIVE: Y/N 1)1�4A- Y/N S : Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANj':.00 HEDULE: MIS`Ls T REQUIREMENTS: YIN l E� 5.7 S.F.: YIN I ,� 1 T- sHT 8%: YIN VENT 4%: YIN NAILING/CONSTRUCTI SCHEDULE: Y/N MEANS OF EG Y/N PLUMBING RISER DIAG LOCATION OFF P TIO UIPMENT: Y/N TRUSS DESIGN: Y CERTIFICATION: YIN ENERGY CAL /N TOTAL COMPLIENC 1N (RETURN TO PAGE ONE) LD INSPECTION REPORT DATE COMMENTS W 'v Q � FOUNDATION(1ST) -L y ------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) — q Ale U� co) ROUGH FRAMING& S _ PLUMBING - � INSULATION PER N.Y. ` STATE ENERGY CODE 4 FINAL ADD ONAL COMMENTS y (Ti vy � Z m f c� M C`) i y Oz x e ►o H Albert J. Krupski, President 41, C� Town Hall James King,Vice-President �`Z` Gy 53095 Route 25 Artie Foster o P.O.Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson Hifi O�� Telephone (631) 765-1892 �Oj `�►a Fax(631) 765-1366 BOARD OF TOWN TRUSTEES RECEIVED - TOWN OF SOUTHOLD APR 2 0 2004 April 19, 2004 WARD ASSOCIATES, P.C. Lawrence M. Feeley, R.A. Ward Associates, P.C. 1500 Lakeland Ave. Bohemia, NY 11716 RE: BOB & VICKIE GEROULANOS 135,BAY AVE , GREENPORT S:CTM#43-4-44 Dear .Mr. Feeley The Southold Town Board of Trustees reviewed the site plan prepared by Lawrence M. Feeley, R.A. dated April 13, 2004 and determined the proposed reconstruction of the existing dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the . Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the,tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between_the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence;.barrier, or hay bale berm. However_=any ac%tivity..within 100' of a Wetland line or seaward of the Coastal Erosion Hazard, would.require permits from this office. r 2 i This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims FORM NO. 1 BOARD OF HEALTH . 3 SETSOF PLA1iS TOWN OF SOUTHOLD SURVEY . . . . . . . . . " i ny 12 2004 i BUILDING DEPARTMENT CHECK TOWN HALL " - • - . _ , . . . . . . . . serTtc roast - SOUTHOLD, N.Y. 11971 TEL.: 765-1802 Examined . . . . . . . . . . . . .. 19 . . . CALL . . . . . A MAIL TO . " ' Approved . . . . . . . . . 1.9 . . . Permit No. . . . . . . . . . . . Disapproved a/c . . . . . . . . . : . : . . : . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . (Building Inspector) • . * � � ' " , APPLICATION FOR BUILDING PERMIT Date cc;r 7�G2. tCo. _ "r-OW. INSTRUCTIONS a. This application must be completely filled in by typewriter orin ink and submitted sets of plans,accurate plot plan to scale. Fee according to schedule. to the Building Inspector, with 3 b. Plot plan showing location of lot and of buildings on.premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is art cation. C. The work covered by this application may not be commenced before issuance of Building Permit. P of this app!}- d. Upon approval of this application-, the Building Inspector will issued a Building Permit to the a 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 an applicant. Such permit shall have been granted by the Building Inspector. P Y purpose whatever until a Certificate of Occupancy APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other a Regulations, for the construction of buildings, additions or alterations, or for rem Building Permit pursuant to the The apl, scant agrees to comply with all applicable laws, ordinances, buixturenia4pp�]�* de housing applicable Laws, Ordinances or admit authorized inspectors on premises and in building for necessary ins oval or demolition, as herein described. o sing code, and regulations, and to P (Sign , or name, if acorporation) (Mailing address of applicant) State whether applicant is owner, lessee, 'agent, architect, engineerener g al contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . . . .r,�W r.,y' . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . , . Name of owner of premises . . . . . . . �� . . ,�,�� • . T . . . • • . . • . • . • • . . • . . • . . "' ' ' ' ' ' ' '" " " ' O (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer.' (Name anorate d title of corporate officer) Builder's License No. . . . . Phirribcr's License No. Electrician's License No. . . . . . . , . . . Other Trade's License No. . , . . 1. Location of land on whicll proposed work will be done. , Street . . . . . . . J. . . . . ..I . . . . . . . . . . . . . Hamlet No. 1000 Section . : . :. 42 . . . . . . . . . Block 4 44 . . . . . . . . Lot . . . . Subdivision . . . . . . . . . . . . . . . . . . (Name). . . . . . . . . . . . . . .'. Filed Map No. . . . . . . . . . . . . . Lot . . . . . . State existing use and occupancy of premises and intended use and occupancy of Proposed c ' P onsiructton: a. r:xisting use and occupancy . . . .. �ti1E P�+h!ll I.�' fJt,t7�(�' tN . G L—j 1'T b. Intended use and Occupancy . . . . .© C'�I•'I I l..'�C '~ : . . . . . . . . . . . . . . . . . . . . . . ? . . .r.. . . . . . . . . . . . . . . . . . . . . . . . •3. Nature of work (check which applicable): New Building , Repair . . . . . . . . . . . Removal . . . . . . . . . AdPlan . . . . . . . . . . Alteration . . . . . . . . . • • • • • • • Demolition Oth r. . . . . . . . . . a Work 4. Estimated Cost . . (Description) • .2 CXat• . . . . . . . . . . . . . . . . . Fee . . . S. If dwelling,number ' (to be paid on filing this application) of dwelling units . . . . . . Number of dwelling units on each floor . . . . :- 1fgarage, number of cars N�j��. 6. If business, commercial or mixed " " " ' " ' • • • • • • • • • • • • • • • • • . . 7. Dimensions o' existing 'occ any: specify natture,and extent of-each t , . , , N , * * , • ' ' ' g structures if a y 2 ` q r of use Height . . . . . . . . Rear . . 4 . . . . . . . Depth . . . . ..)• . . . . . . Number of Stories . C?k4 , . . . . . Dimensions of same.structure with " " • • • • • • • • • • • • • • • • • . • . . . . Depth . . . . , , , • Iterations or additions: Front . . . . . . . . . . . . . . . 8. . . . . . . . . . . Height . . . . . . •. . . Rear . . . . , . . . . . . . . . . . Dimensions of entire new construction: Front , , , ,!Z5, Q' Number of Stories . . . . . . . . . ,I, Height . . . ;33. , Number of Stories ' ' ' • Rear . . . .^� ;OI, , , , , Depth . ,�;Q,.G7' y. Size of lot: I-ront . . . . . .SC?: Ca-f ' =) Q.0 . . . . . . . 1.0. Date Purchase . ..: . .. Rear. . . . ? .. . . . . . . . of Pur se I,°182 • Depth * * * 11. Zone or use " " ' • • • • • • • Name of Former Owner X. .V!! �►!.lKq�j;p;• " " " district in which remises are situated . R-d0 12. Does proposed construction violate any zoninglaw, o • ' ' • ' . ' ' � ' ' ' ' ' ' ' ' ' ' • • • • • • • + • • . 13. Will lot be regraded . . . . ...fg , • � rdinance or regulation: . . , • , • , , , , , , ' ' ' ' 14. Name of Owner of premises P�, ;o�t„�u.r • • • ' ' ' Will excess�Npbe removed from premises: • Yes . . . o W 4MP. AV; t S•�'' • • Address .& p . No Name f Architect �;?�,4-'�'�, �qa ' Phone No,Zf a•��•,��y• Name of Contractor �i Address . �tvt• ±Mt.te,,�. K)07,,1QVone No. 15, ' Is this property within 300 _ Address '�'��' • feet of a •tidal wetland? � * - • • Phone No. *If yes, Southold Town Trustees Permit may. be required. ,•, , ' No. . . . . . . ,�. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set- back dimensions from property lines. Give street and block number or description according to deed, and show.street names and indicate whether nterior or corner lot. i rROP068D 2 6TY.Ra -' N 85'41'4w 4mn' � W • l®�■ "' 6'WDA ORIVEW.4Y Q ♦ . Z 40•w gym' �® IEnLOT PI..ART SM 1000-43-4-44' SCALE. I• 21Y NOTA,6/OMIATICH AOR T146 DRAWM WAS TAK N FWM A MAWEY DATED b_? W 6Y RODERICK VAN WYL.LA. 1`1E;IV Y0RA- ftlrYOF . . F . . .S.S • ' • ' ' ' ' • ' ' • •' (Narnc of.individual signing contract) • • • • • • • • • being duly sworn, deposes and says that he is the applicant Ive named. is the . . . . . . . . . . .: . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . " *-(Contractor, agent, corporate officer, etc.) • • • ' ' ' ' ' ' ' ' ' ' ' ,aid owner or owners, and is duly authorized to perform or have performed the said work and to make and fil e this lication, that all statements contained in this'application are true to the best of his knowledge and belief;and th k will be performed in the manner set forth in the application filed therewith. at the rn to before .meks • . . . . . l��1_ � .day 01 t!�.�d-9�1�' . . .•w v-� .. fry Public, rs . . County t� 8'LL CC LL AS `- iucraw A°1Lc, stz'e cf New York • • • • • . . . . . . . . . . . . . . . . . . . . . . . , r c nry • (Signature of applicant) - • � -�� •.__ vim•„ Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Ib Data filename: C:\Program Files\Check\REScheck\GEROLTLANOS.rck TITLE Geroulanos Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 07/18/03 DATE OF PLANS: 7-16-03 COMPANY INFORMATION: Ward Associates, P.C. COMPLIANCE: Passes Maximum UA=367 Your Home UA=349 4.9%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 550 30.0 0.0 18 Skylight 1: Wood Frame:Double Pane with Low-E 27 0.440 12 Ceiling 2:Flat Ceiling or Scissor Truss 320 380 0.0 10 Wall 1: Wood Frame, 16" o.c. 2335 19.0 0.0 111 Window 1: Wood Frame:Double Pane with Low-E 324 0.390 126 Window 2: Wood Frame:Double Pane with Low-E 34 0.310 11 Window 3: Wood Frame:Double Pane with Low-E 79 0.370 29 Door L Glass 40 0.100 4 Floor l:All-Wood Joist/fruss:Over Unconditioned Space 835 30.0 0.0 28 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 Consenation 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, su specifications are in compliance with this Code. g`Ea ARCy 1 +� � FE, F , Builder/Designeri.P� � }')• lg- Date o 21.03 gp` F 4 V. fJN REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Ib DATE: 07/18/03 TITLE. Geroulanos Residence Bldg. I Dept. Use I I Ceilings: [ j I 1 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ) I 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: I Above-Grade Walls: [ ] ( I. Wall I: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: I Windows: [ ] ( I. Window 1:Wood Frame:Double Pane with Low-E, U-factor 0.390 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No I Comments: , [ ] j 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ) No I Comments: [ ) 3. Window 3: Wood Frame:Double Pane with Low-E, U-factor 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I ( Skylights: [ ) I 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor: 0.440 I For skylights without labeled U-factors,describe features: I #Panes__Frame Type Thermal Break?[ ] Yes [ ]No I Comments: I Doors: [ ] I 1. Door I: Glass, U-factor: 0.100 Comments: Floors: [ ] I 1 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: f Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0 5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a j 3" clearance from insulation. ( Vapor Retarder: [ ] 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 manufacturers installation instructions. [ ] j Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building trust be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely Fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. ( Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] ( Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] ( 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: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space ( temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ J j Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Cale of New Fork State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I j Service Water Heating: ( ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ( water heater has an integral heat trap or is part of a circulating system. [ ] j Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% j of the heating energy is from non-depletable sources. Pool pumps require a time clock. I j Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating 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 05 0.5 LO Table 2: Minimum Insulation Thicknessfor HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 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 I.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Facsimile Cover Sheet 1 4 To: Damon Rallis-Plans examiner Company: Town of Southold Phone: 765-1802 Falx: 76i-9i02 From: Lawrence Feelev Company: Ward Associates, P.C. Landscape Architects, Arenuects. Engineers Address: Ii00 Lakeland Avenue Bohemia, New Fork 11716 Phone: 631-563-4800 Fax: 631-563-4807 E Mail: wardpcaearthlink.net Date: 5-20-03 Re: GerOUlanos Residence Average Setback Computations Pages including this cover page: Comments: Dear Mr. Rallis: We have attached a preliminary Fax submission copy of the setback letter and survey for your review. A hard copy with original surveys will be sent via mail barring any conmients. Thank you. Lawrence Feeley WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland A,'enue E-MAIL: waravcdearrh1ink.net Bohemia. New York 11716 c31-5a-4300 FkY 631-5a-4907 w®D , ,vlawaraoc.rer May 20, 2603 Town of Southold Building Department 53095 Main Road Southold, New York 119;1 Attn: Damon Rallis, Plans Examiner Re: Certified survey for average setback Geronlanos Residence SCTM 1000-43-04-44 Dear Nix. Rallis: We have enclosed a copy of the certified survey as requested in order to establish the average setback of the neighboring parcels within 300 feet each side of the subject property. We did not include lot 44 as von had instructed. Also since the house on the corner faces the south roadway we have made the computation using the 20' setback shown on the survey. In case we should not include this building, we have done a second average setback computation sans this parcel setback. Either w ay it appears that the average is te-,s than the twenty-foot setback being sought. Setback Comoutation Linctudina corner lot no. 451 Lot No Setback /average Setback 39 18.70 41 18.55 42 30.70 43 20.30 44 Subject parcel 45 20+i- -Average setback 19.65' Setback Comnutation (excluding corner lot no. 45) Lot No. Setback /Average Setback 39 18.70 41 18.5.5 42 20.10 43 20.30 44 Subject parcel Average setback 19.56' We trust that this information is adequate for your determination, however if you have need of additional information, please do not hesitate to contact. us at your earliest convenience. 4acerely, rence N Fe ley, R.A. L�(F:hnf Enc. oy S(✓. O \ o O � rm r �c xse 1000 - 03 -04 " 41 1ff- 2 O `mr I5 ��nsE (� 1000 - a3 - 09 - 42 I \O C) A' D Z Do O n. Y 1000 - 4J -04 - - b Flc 04 - a4 L1000" 20.V 2eS_ rr. 1000aJua a3 �L MAP SHOWING SETBACKS SANDY BEACH ROAD AT GREENPORT TOWN OF SOUTHOLDat£OF vE SUFFOLK COUNTY, NY 7000 - -43 - 04 - 44 • " 'E� •} - SO ALE Y' c 40 *)N.Y.S. L/C- NG. 49618 APRIL 29, 2003 Rs,:ee_ 1(4 :gid 0 - FAX (630 765 -179, § P. - -/2317 VELER: STREET sou 0, KY. - Tl--7f _ . 1. 03 - 165 N STREET ADDRESS, 15.5 BA '' ROAD L05.17. SURVEY OF PROPERTY N/o/F HARRY r. HOLLER & wFe A T GREENPORT (DWELLING W/7H PUBLIC WATER) FE TOWN OF SOUTHOLD 0.0N ^� 0 5 FENCE 10 .0 ' SUFFOLK COUNTY, N. Y. O W '\ EL. 61' _ HEDGE ] EL. 6�' N 6'4 '4 "E iEDCE ) 1000-43-04-44 EL 6 A' 2] S 23W ^—'o ,G'E � SCALE: 1'=20' a A 6R,Lh b0 ❑eso � c� a yi DECEMBER 12, 2003 e> o m > C 1 STY. n n `t FR. HSE. m `A yZ n1� 29 7 Ln _ t9,4' y _. P TAIRS EDGE CONLWEIE '^ ORIKWAY 4- 0 _ HEDGE I'W b HEDGE EL 6.6 `/ \`��/��./�. D,YN w S86'47'40"W 122`s° 5HE0 100.02 EL 64' 0 rN CC,-RETE DRIVEWAY Ivo N/0/F - p FRANCIS G. DUBOIS PAUL JESELSOHN ,yam (DWELLING N1'RI PUBLIC WATER) / am familiar with the STANDARDS FOR APPROVA7andon AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENC and will abide by the conditions set forth thereinthe permit to construct. EOF NEW yo The location of wells and cesspools shown hereon are A,P �. MET from field observations and or from data obtained from others. "' oda 2°;\ t>r ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW �, EXCEPT AS PER SEC7/ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS / N. Y.,S.� IC N0. 4961$ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF - SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ' 14124 ECO WHOSE SIGNATURE APPEARS HEREON. (63I) h(JU •`631) 765-1797 Elevations referenced to N.G. VD '29 P.0 BOX12J . AREA=5001 S0. FT VELER STREET SOU TRAY.THOLD, N. r1971rs7r 03-165 N STREET ADDRESS: 135 BAY ROAD 105-17' — SURVEY OF PROPERTY - N/0/F HARRY L MOLLER & IMFE AT GREENPORT (DNEUJNG W7H PUBLIC WATER) TOWN OF SOUTHOLD rE Dow nVICE 10 .0 ' EL 60' 04ESUFFOLK COUNTY, N. Y. 6.r N 6'4 '4 "E EL 62' HEDGE NmDE 1000-43-04-44 EL 6! 23's ON. HEDGE Cg•5 2 33•w GD'E SCALE: 1'=20' A ❑ee�aR DECEMBER 12, 2003 • C m g b i C m 1 STY. �, n n f PR. HSE. y n a p n 28.19.4' O- 6MIRE •O _ HOGE CONCRETE °' GRIY£WAY 135 0 HEDGE D414.,'W b HEDGE EL 6.6 6Y EL 6,3' a7N STS SHED 100.02 /w EL 6,• ,.9W W S66'47'4O'W COACR£TE DRIKN'A Y Y" V N/O/F PAULIJESE SOHNS ,sem (DNELUNG I41H PUBLIC WATER) All I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are �EQ,t.M6TWy0P from field observations and or from data obtained from others. �O F.N•Y P ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A NOLAnON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERI7F7CA 77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF / N LIC. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORE 'S(/ n �¢ P.C. WHOSE SIGNATURE APPEARS HEREON (631 t (631) 765-17,97 Elevations referenced to N.G. V.D '29 P.O. B AREA=5001 S0. FT. 1230 TRAVELER STREET SOUTHOLD, N. Y. 17977 03-165 N STREET ADDRESS. 735 BAY ROAD SURVEY OF PROPERTY N/0/F HARRY T. MOLLER & MFE AT GREENPORT (DWELLING W9TH PUBLIC WATER) TOWN OF SOUTHOLD 0 o'ry a,N ENCE 10 .0 ' L 6.0' D,E SUFFOLK COUNTY, N. Y. SD'W EL 6.2' HEDGE EL. e.r N 6'4 '4 "E EOGE 1000-43-04-44 EL 6.1' 2.315 ON, O HEDGE 9's A � a 2,J BRICK Oo' rs SCALE.- V=20' z ❑esD 39.6 m � � DECEMBER 12, 2003 0'0 0 MOM EI. n.s' OCTOBER 5, 2004 (FNDTN. LOC.) A a r°v . � �i � m { b No CDNCREIE a FDUNDADDN 13.6' A � E 2 a a NDDN NN6 Ln o 26.4' a o p a z x cD 2GD' ! b Q1 o O HEDGE 12'5 O HEDGE D.1'W b HEDGE EL. 6.6' I 12'N SHED SHED 700.02' F EL 6A' 19'W w S86'4T40"W 1'25 CGNCR(1E OHlV£WAY N/0/F FI PAULJESE SOHNS (DWELLING WITH PUBLIC WATER) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein end on the O4 Nf permit to construct. FLOOD ZONE AE. ( el. 101 FIRM 3610JC01766 S oex mrgo 'ff The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A NOLARON OF SEC TON 7209 OF THE NEW YORK STATE EDUCATION LAW. — --,_- - - F p a EXCEPT AS PER SECTION 7209-SUBOT VISION 2. ALL CERTIFICATIONS - 410 J� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ECONIC YORS, P. WHOSE SIGNATURE APPEARS HEREON T (631) 765-5020 FAX (631) 765-1797 Elevations referenced to N.G. V.D. '29 _ P.O. BOX 909 7230 TRAVELER STREET AREA=5007 SQ. FL SGUTHOLD, N. Y. 11971 03-165 N STREET ADDRESS: 135 BAY ROAD SCDHS REF. # R10703-0107 105.17' SURVEY OF PROPERTY N/0/F HARRY T. MOLLER & WIFE d (DOELUNC WITH PUBLIC WATER) A T GREENPORTFF �0 0.5'N u.4�ao1 TOWN OF SO UTHOLD � °. C / 3.0"� was ,o . A6c10 1. s EL 6.267' N 647' "E c br• WGd/ NOl/ O' ' SUFFOLK COUNTY N. Y EL. 6.4' ref) ' 11006-43„xQ4-44 po�onL � ' � SCALE 1'-20 DECEMBER 12, 2003A,:. June ,6, ,2005,l Final,,. N m . -te�a-!p -q��r jJ rI{. 17 /,3 moo' ' 22 n l7� kii.i\�c�''•.afeF j�' ( .1'`2t,..Y.%. �� S tai` a ��f/r.e 3.1 �ILI Craw/e% G•f N 2 �+r ]► ; :.�,,x>' _.5i °ry �5I ;,T F zi 2 (n --- 20 0 _ ZG.s O �, �- D "a O pRIYEWAY rct �V CONCRETE G' con c.C bl/. WO-/l, �!A 3 W r , 4 EL. 6.6' - EL. 6.3' � 100. EL. 6.4' CN 586 @4T 40"W E �1 02' V CDNCP.E DRIVE I AYE_ ' } Offlice vi L{fI0,z Gke.tr N/0/F FRANCIS G. DUBOIS PAUL JESELSOHN (DWELLING WITH PUBLIC WATER) r.> C-1 I C' I am familiar with the STANDARDS FOR APPROVAL -- ; AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES i and will abide by the conditions set forth therein and on the �• permit to construct. �p��c pf NEt.V Y The location of wells and cesspools shown hereon are a•t.MET2 from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT70N 7209 OF THE NEW YORK STATE EDUCAT70N LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER 77f7CA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 618 WHOSE SIGNATURE URE APPEARS HEREON. ECONI C SU YORS, Elevations referenced to N.G. V.D. '29 (631) 765-5020 FAX (63 65-1797 AREA=5001 SQ. FP.O. BOX 909 T. � .' ' � � � ' ' 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 0�-165 li I 1, ill I I 1 I 1 SEGMENTAL CONCRETE PROPOSED WATER PROPOSED 2 STY. FR BLOCK RETAINING WALL PROPOSED EXPANSION SERVICE FROM EXISTING REND. WITH WATERPROOF AREA METER 0 I=FLR EL. 11.0 MEMBRANE ON INSIDE FACE. TYP. 100.02' 6.3) Q (6.6) N 86' 41_40" E m Q Q 20'-0" EL. 1.0 EL. 8.0 h� 40.0' d Pp q (hs.$) O LIN i $I seal: 10'.0'.MIR uL y' EL. 1.0 EL. 8.0 EL. 90 0 r DRIVEWAY - 8' WIDE C `"\' HEALTH DEP('.COMMENTS @-00-03 (6.6) 5 86' 4l 40" W 1000 GAL. SCDH5 Q I HEALTH DEPT.COMMENTS 10-16-03 APPROVED SANITARY SYSTEM FOR HIGH GROUNDWATER WARD ASSOCIATES CONDITIONS. Landscape Architects, A N Architects, Engineers I 1 IlD lld QD FI1V RD I A ` T SCTM 1000-43-4-44 � I 1500 Lakeland Avenue S. -I 10' SCALE: 1ll Bohemia,N.Y. 11716 I '� = (631)563-4800 NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY DATED 10-28-92 45 West 563-MaiStreet BY RODERICK VAN TUYL, L.S. DESIGN RATIONALE: Little Falls, New York 1 17 16 3 BEDROOM RESIDENCE: PROVIDE 1000 GALLON SEPTIC TANK AND EQUIVALENT �' (315) 823-4384 300 SF. OF LEACHING SIDEWALL AREA. PROVIDE FIVE (5) 2'-0" DEEP, 8'-0" DIA. LEACHING POOLS IN COFIGUR:ATION SHOWN. CONNECT POOLS WITH CROSSOVER PIPE protect title: LOCATED 8" ABOVE THE BOTTOM OF EACH POOL. tHE WASTELINE FROM THE SEPTIC TANK SHALL ENTER THE MIDDLE RING AS HIGH AS 6L1 TLli3.: or 141_0" 6'-0" IA'-0" 3'-0" ST. STEEL Sp-IPSON H-3 TIES AT 16" O.C. C 15 All G 15 C 15 2 x Ira F.J. 2, 5'-0" 6'-0" 2 d 10'-10" n BATH 6 4" 4„ _ J4CQ 4" 6" ULQ DRS 411 ICL - STAIR . 6SL. 0 0 mGIGALV, DIA. HD. o^ 12 TOP� l2) (2) 3/4"S . �, OR 5TAINLES5 RADE BEAM W/ (3) x STEEL THRU-BOLTS AND BOTTOM Q) S _ e — 0 0 N O o „ CONT. (TYP.) 2 SVP n = zF5 _ e" DIAMETER do 2m TON PILE L.G. o TYP. LINE OF BEDROOM *2 6 Ms. R 2 BEDROOM *I _ SMARTVENT FLOOD BILCC (� �7 }� }� VENT OPENINGS BELOW 2s AA - 3 � Migl4i"TH 71 i-LT Q"THRT] /HdIl� Ih� EA2T e = GI (3) 2XIm GIRDER 9 —_ N T r Q � 2e 4„ � � 26 CONT 3x8 CCA BOLTEC LEDGER r \, A 1 3/4" = 1'-d' 4" THICK REINF 3' 4" 2' zi' 6'-0" W/ CAP FLASHING AND GALV. CON S _ �� CONC. SLAB 9 0 Q BEDROOM 3 4° DN, a *, v 4R a 2'P14DR. ) STANLEY 'PRODIGY C, DOORS - 2 U O - (2) '"5 DOWELS m EACH PILE CAP seal: 6 ,4 CEDAR N x@ x <., U RAILING--' MECO-I. �•, 3m @ f r m , B) 2 GI 54' 2 6'-0" (2) 2XIm CCA w/ 1/2" ST. STL. PLATE 3m" x 3O" •a ,� `] a 0� 9 e ENCA6ED m \ 4x4 4' A" m x I6" PILE _ t ar I, v1 `I ' BETTER HEADER OUTDOOR GIRDER CAP W/ 3 05 EACH „ `-��=�.: WAY v C 15 ,y PROVIDE Q of CNAur>E 1 4+ INTAKE AND ` PILE FOUNDATION s EXHAUST Q -Ira-m4 ALOUVERS AS 8" DIAMETER TIFEMA Coni s-ie-m4 20 TON PILE TYP. WARD ASSOCIATES 3'-0" 9'-6" 6'-0" 81-011 3' 3'-10" 5'-0" 3'-II11 0.�Lli�APll9��l�/d�1y p r -0 Landscape Architects A. 1 Architects, Engineers 3/4" = 1'-0" 40.0" 40'-0 1500 Lakeland Avenue Bohemia, N.Y. 11716 �\ ^� 3' m" 3a' m" 4 - 3' m" eo (631)563-4800 Tl� TT Tt� PIl4 IF pd QD QD, il� JJ, 1 d� 1T B1 H S BASEMENT 11 41 1 AT CAP W/ 3 OF. ll LL 1L � ACCESS DOOR, TYPE SL x 30" x 16 / rg \ -0 -0 D WITH SL STAIR STRINGERS 6-4" 20'-4" 10'-e" "s 45 West Main Street / L \I AND 2xlm ACQ WOOD AT BOTTOM !TYP. TRE b, 12, 9„ /W L. 11.9 6 12�_9� 13'-6" 6 EA. PILE) Little Falls,New York 11776 A. I SCALE 1/4"=1 '-0" - A 1 (315) 823-4384 ;o, .: ., a a• :+ -I project title: � . ----------------------------- uP % ACQ 2xlm WOOD TREADS. ----------� r---------- m n 12" x 96" CONC. GR DE BEAM W/ 3"5 TSB. CONT. , im 4 R 2 x12 STRINGERS, 2" DIA. PROPOSED I I x r J HANDRAIL EACH SIDE ,• N. I I / . " EXTEND PILES UP TO (2) - - RESIDENCE Z U 3" x 12" AGQ GIRDER l U for the L L - - J uo a N suMPlrooRro u BOLT CONNECTION W/ (2) _ 0 3/4" ST. STL THRU-BOLTS 'n / 0 - a 9 e GEROULANOS I I 3 "5 8AR5 \ I I 3 '5 BARS c0 � c0 x S s O �. _ 6" x 12" CONC. PAD x\ /, x4'_m�, LG. 'll. r _ - - -1 — - - - - - — � 57R NGEROUN ER I I \ , ` x 4'-m" LG. A �I m @ FAMILY 3 "5 BA 5 \/ 3 "S BARS — L-- 1 X _ X \\ L — J 4_ „ b, B 1 m (2) 2X1 HDR ` P 'N AT 24" C.C, STAIR 4" DEEP CT STRINGERS L J 4" DEEP BEAM M1 AT 24" O.G. WITH GALV OCKET 13'-6" ANGLES TYP. \\ I i GREENPRT, N.Y. BEAM 5 \ / 6" POCKET I A l r J 3 "5 BAN X /I VENT OPG. I X 3 "5 BARS I x ` I _ 0 (2) 3 X 12 GIRDER (2) 3 X 12 GIRDER (2J 3 X 12 GIRDR ' '- `� ': s a drawingtitle: x 4'_0" L / \ / \ — x 4 -U' LG. e r = <r o;.- — — — — — ❑'r, _ I I I °' e CONT 3x10 CGA BOLTED LEDGE L fi J _--- \ / I I W/ GAP FLASHING AND GALV. CC IH5 I Ia r 5 CRAWL SPACE 8 —PROVIDE 24" ea. x 18"DP. 5UMP iL Il9 QDllJ1VT�D1S1Fll°llQD1Vq 4" REINF. CONC. SLAB PUMP PIPED I I 0 J u u TfTI c� 0 0 W/ 6x6/Ira/Ira WWF. EXTERIOR DRYWELL. U L J J Ili llll4ayvIl9 Il{IldQDQDIlU I I = x 9 PITCH FLOOR TO 0 _ U I ry ® SUMP PIT �, D r 4' x P DP. GONG. Il Ildl-11r 1.�= PILE CAP W/ 5 -6 ; L @ 0� - -\� 24'-6„ E.W. r-0.1 121_611 0" C.O OOR L 71- 1 111 7 F_ 3 ��lldPll°a�11llL i A"T VD]4? �1T7T QDIlD��dVTlll�1TQA r 4 1 11J/i1�Pll9��JJd krT ��TII��&W ORD331�Ylll\1TQII ^ _ J K -r� }1-�� , , - y SCeCkedby: 9 AI ❑ e : ., ., ❑� JJ � .. . '. ,L .. (2) 3x12 ACO drawrlb : / -0 I � � �11 - L 1 - L - J � A. 1 / 3/4" - - 1 -U 8" x 16" L 5 0 r 6 b WA HERS GYP 23" 5QMTS 21 LOCATIONS) date: SCale: _ 1,_0, �A. 1 3/4" - A.I. FOR F.P. 6' 9/64 GALV. PL 2m TON PILE (TYP. o -16-03 AS NOTED G 0"x 16" FOUNDATION / - - RNERS WITH ATE 6" b' drawing number: ,LPILE FOUNDATION NOTES: \/\ GN FLOOD 6 S �ION6) b-4 y-4,� 12,_0„ -0" I. All piles shall conform to ASTM designation D25-91 standard specifcations for round timber piles and shall have o minimum tip diameter of B inches e� 2. All piles shall be pressure treated in accordance with the American Wood Preservers Association standard 23-99 "Piles - Preservative Treatment by O OF 26'_6" 17.6" Pressure Process". 3. Piles shall have a minimum compressive strength of 800 psi and shall be driven to a safe bearing capacity of 20 tons 40'_0" 4 All piles are to be driven under the supervision of a licensed professional engineer or his regularly employed subordinate; he shall lead a log of all driving data for each pile STATE LAW PROHIBITS ANY PERSON ANYTHING ON THIS DRAWING AND/OR THE 5 Piles are to be installed according to the Engineering News formula or as the supervising engineer may direct. ACCOMPANYING SPECIFICATION. UNLESS IT 5 Each pile shall be a single piece of sufficient length to pass through any fill, mud, sand, etc. and to penetrate a minimum depth of C-0" below 1 /( TT �Y T� (� P 4 D 17 ¶D (� IS UNDER THE DIRECTION OF A LICENSED mean sea-level, and have a minimum penetration of 5'-0" into good bearing material Il1 QD llJ A V LD �-Ll QY A V ll �JJ d-11 d Vp PROFESSIONAL. WHERE SUCH ALTERATIONS 7. Piles shall be driven to a vertical tolerance of 2% and o horizontal tolerance of 3 A plan showing the final locations of piles "As Driven' noting all 0 JAN Z ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE 1/4 deviations from the design location shall be prepared from an accurate survey and submitted to the supervising engineer for review and any FULL EXTENT OF THE ALTERATION CA THE A. / "=1'-0" DRAWING AND/OR IN THE SPECIFICATION. necessary redesign. ret, no.: 20305 8 The owner shall be responsible for all supervision during construction. PROPOSED GEROULANOS RESIDENCE GENERAL CONSTRUCTION PLUMBING ELECTRICAL I. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANTS, TOOLS, AND SERVICES NECESSARY AND REQUIRED I , GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND 'IR�EQUIRED I , GENERAL FOR PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AND RELATED WORK TO INCLUDE BUT NOT FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TOINCLUDE„ BUT NJ PROJECT INCLUDES THE REMOVAL / DEMOLITION( AND RECONSTRUCTION( OF AN EXISTING RESIDENCE INCLUDING BUT BE LIMITED TO, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, VALVES, TRAPS, BE LIMITED TO: INSTALLATIONS OF NEW WIRING, CIRCUITS, LIGHTING, EQUIPMENT CONNECTIONS, DISTRIBUT16H)AND NOT LIMITED TO EXCAVATION, FOUNDATIONS, UTILITIES, FRAMING, INSULATION(, WINDOWS AND DOORS, FINISHED, SIDING, WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, APPURTENANCES WITHIN( THE PROTECTION EQUIPMENT, APPLIANCE CONNECTIONS, AND CONNECTION OF ALL DEVICES WITHIN THE SCOPE O� WORK AS ROOFING, PLUMBING, HVAC AND ELECTRICAL SYSTEMS, LANDSCAPINIG AND PAVEMENTS CONTRACTOR SHALL OBTAIN( ALL BUILDING LIMES OF THE PREMISES. PLUMBING FIXTURES TO INCLUDE, BUT NOT BE LIMITED TO. LAVATORIES, TUBS, SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT, PERMITS, UL CERTIFICATES AND FILIAL CC SINKS, SHOWERS, HOSE BIRDS AND WATER CLOSETS 2. CODES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE NATIO(VJL 2. CONCRETE - 3500 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE 2 CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE rODE(S) HAVING JURISTICTION ELECTRIC CODE (NEC), LATEST EDITION. STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC. - ASTM A-185, 3. SERVICE ENTRANCE & EQUIPMENT - 200 AMP UNDERGROUND SERVICE FROM STREET CONNECTION POINT. 4 STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ETC ) TO BE ASTM A-5Z GADE PRIME PAINTED3 PIPING - COLD/HOT WATER AND PIPING FOR AIR HANDLER, - TYPE L COPPER TUBING (ANSI H231) WITH SOLDER 5, VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK WITH TAPED SEAMS TYPE FITTINGS AND JOINTS MADE WITH 95/5 SOFT METAL SOLDER BELOW GROUND PIPING TO BE TYPE IS COPPER 4 SERVICE ENTRANCE AND EQUIPMENT- NEW SINGLE PHASE 120-240 Y 3 -WIRE 400 AMP UNDERGROUND SERVICE, G LUMBER TUBING. RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES TO BE 1/2 INCH. PROVIDE SHUT DEVICES AS REQUIRED FOR NEW ELECTRICAL LIGHTING POWER AND EQUIPMENT REQUIREMENTS A DOUGLAS FIR NO. I GRADE WITH BASE FS = 1000 PSI AND E = 1 ,700,000, 19% MG. max, OFF AND BRAIN VALVE IN THE CRAWL SPACE FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION(. 5 CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS "SWITCHING B PLYWOOD 4. DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON( SOIL PIPE (ASTM-A-14), SERVICE WEIGHT, BREAKERS" AT 120 V AC AND CARRY THE SWD MARKINGS, CIRCUIT BREAKERS SHALL BE UL LISTED. SINGLE POLE SUBFLOOR - 3/4" TH., C-D INTERIOR APA WITH EXTERIOR GLUE (PL-PREMIUM GLUE DOWN WITH (NAILING) PROVIDE NEW HOUSE TRAP AND PIT AND CONNECTION( TO NEW HEALTH DEPARTMENT APPROVED SANITARY SYSTEM BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. ALL CIRCUIT BREAKERS SHALL BE MARKED AND A PANEL SCHEDULE 2) WALL SHEATHING - 5/8" EXTERIOR GRADE APA, FIR PLYWOOD 5 SANITARY VENT PIPING - PVC PIPE AND FITTINGS OR AS REQUIRED BY LOCAL CODE PROVIDED AT THE PANEL WITH A COPY TO THE OWNER, 3 ROOF SHEATHING - 24/0, 3/4" TH , C-D EXTERIOR. APA, FIR PLYWOOD 6 FLASHING - FLASHING MATERIALS TO BE 15 OZ COPPER MINT 6, TELEPHONE OUTLETS - PROVIDE TWO SEPARATE TELEPHONE LINES, 4 CARPET & TILE SUBFLOORS - 3/4" TH. C-D EXTERIOR APA (PL-PREMIUM GLUE DOWN WITH NAILING) WITH 7, HOSE BIB - HOSE BIBBS To BE NON-FREEZE TYPE WITH INTERIOR SHUT-OFF VALVE 7. CABLE & WIRING UNIDERLAYMENT - 1/4" AC PLYWOOD (FIR). 8 PLUMBING FIXTURES - CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE JOB ALL A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR \IMC C CONNECTORS - SIMPSON STRONG-TIE OR EQUAL, ALL TO BE GALVANIZED FIXTURES SHALL BE KOHLER IN COLOR AS SELECTED BY THE OWNIER, ALL FITTINGS SHALL BE NICKEL FINISH B SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE D. SILLS, DECK FRAMING ALTO POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, CCA TREATED (.40 PCF) - WATER CLOSETS SHALL BE SAN RAPHAEL POWER LITE QUIET FLUSH, LOW PROFILE UNITS. C FEEDERS - TYPE PNM, NMC, OR SEC IK DAT, - LAVATORIES SHALL BE CAXTON WITH GROHE CLASSIC FITTINGS AS SELECTED. D. UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF - (NIC) E. SOFFITS. 3/8" EXT GRADE A-C PLYWOOD APA. PRE-STAIN ALL SURFACES WITH SOLID STAIN TO MATCH SIDING - BATHTUBS SHALL BE VILLAGER WITH GROPE CLASSIC FITTINGS. E CONDUCTORS TO BE COPPER 7 ROOFING - GAF TIMBERLINE ULTRA WITH TIMBERTEX RIDGE MATERIAL, ICE AND WATER-SHIELD AT VALLEYS/EAVES. 9, VALVES - VALVES TO BE BRASS/BRONIZE BODY - 125 PSIG. ALL VERTICAL SUPPLY RISERS AND BRANCH LINES F INSULATION (600 VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THIN, THWN, 8. LEADERS & GUTTERS - 6" COMMERCIAL ALUMINUM GUTTERS AND LEADERS, COLOR SHALL BE AS SELECTED. PROVIDE SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT CRAWL SPACESG XHHW ( ) PVC FOR NM OR OF CABLES CONTINUOUS LEAF GUARDS AND ROOF HANGERS AT 30" MAXIMUM 10, CLEANOUTS - CLEANOUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM EQUIPMENT GROUND WIRE SHALL 9. SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OUNCE COPPER AT ALL ROOF PENETRATIONS AND WALL/ROOF 11 . PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS. HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED JACKETS INTERSECTIONS, AND ROOFING 12 PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM of THICKNESS REQUIRED BY THE NEW YORK STATE ENERGY WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS 10, TERMITE SHIELDS - SHALL BE 019" ALUM, WITH SEALANT JOINTS AT LAPS AND BOLT PENETRATIONS. CONSERVATION CONSTRUCTION CODE, PROVIDE ON ALL INTERIOR COLD AND HOT WATER AND AIR HANDLER PIPING. S. RACEWAY - RACEWAY TO BE RIGID METAL- CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY CODE), 11 . PROVIDE SILL SEALER (POLYETHYLENE) UNDER CCA STILL PLATES, 13 HOT WATER STORAGE - 60 GALLON( STAINLESS STEEL TANK WITH 2" FOAM INSULATION, CUPRONICKEL HEAT EXCHANGER, 9 OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION TO BE PVC WALL 12 FASCIA & WOOD TRIM - CLEAR CEDAR, 5/4 x 8 FASCIAS, 1 r 3 TRIM, 5/4 x 4 CASING, 5/4 x 8 FRIEZE AND OTHER THERMOSTATICALLY CONTROLLED. SUPER - STOP MODEL NO 55-60 AS MANUFACTURED BY HYDRO-THERMAL SYSTEMS, BOXES AND NORYL CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM BOXES AND FINISHED TRIM AS SHOWN. ON THE ELEVATIONS BACIKPRIME AND PRE-STAIN ALL EXTERIOR WOOD INC. OR APPROVED EQUAL PROVIDE COMPLETE WITH TEMPERATURE GAUGE AND RELIEF VALVE WEATHERPROOF COVERS. 1.3 SIDING - "CEDAR IMPRESSIONS" IN COLOR SELECTED BY OWNER (BASE BID). CLEAR CEDAR SHINGLES (ALTERNATE BID) 14. CIRCULATORS - CIRCULATOR, ONE FOR EACH HEATING ZONE, ONE FOR THE WATER HEATER, AND ONE FOR RADIANT 10. SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120/277 VOLT, BACK AND SIDE WIRED SINGLE POLE, - "PERFECTIONS PRE-STAINED WITH SOLID STAIN (CABOT'S, BENJAMIN MOORE, OLYMFIC)- INSTALL SIDING OVER TYVEIK HEAT ZONE TO BE B & G, SERIES 10, SIZED FOR APPROPRIATE GPM WITH SETTLEABLE FLOW CHECK. PIPE SIZE 1 DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED DECORA TYPE. HOUSEWRAP WITH TAPED SEAMS INCH. SEALS TO BE SUITABLE FOR GLYCOL SOLUTION CONNECT PIPING TO AIR HANDLER AND BOILER. 11 EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER TRADES 14 WALL BASE - I " x 6" HEIGHT CLEAR PINE WITH BULLDOGS TOP EDGE 15 BOILER UNIT - HYDRO-THERM , HIGH EFFICIENCY (82% AFUE), OIL FIRED PACKAGE UNIT WITH A NET RATING OF 12. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES ON ALL • 15 WOOD STAIRS - MORGAN( "EASTERN( POINT" MODEL 857 WITH BULLNIOSE STARTING STEP, NEWEL POSTS, 116,000 BLUE, AT 180 DEGREES F, 1 GPH FIRING RATE, MODEL NO OR-140 WITH EXPANSION TANK, AIR ELIMINATOR, MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS PROVIDE 200 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX WOOD GAURDRAIL AND BALUSTRADES AND NEWEL CAP ALL OAK FLOW CONTROL VALVES, RELAYS AND FEEDER RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT INTERRUPTING - 20 AMP 125 16. INSULATION - FIBERGLASS & RIGID INSULATION BATTS WITH VAPOR BARRIER 3L )WENS-CORNING, VOLT WITH INDICATOR. REPLACE ALL EXISTING OUTLETS AND PLATES. ALL DECORA TYPE THICKNESS AS FOLLOWS 16 PROVIDE ONE 275 GALLON HEAVY WALL STEEL ID TANK TO IO INSTALLED R CRAWL SPACE ON FULL BALLAST SLAB 13 PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR COMBINATION). WITH TIE DOWN STRAPS AND CONNECTIONS. PROVIDE CONNECTIONS TO BOILER WITH FILTER AND FILL AND VENT PIPING A 12" R-38 - BETWEEN RAFTERS VENIT SPACE ABOVE 12" ABOVE ATTIC CEILII'IG (FLAT AREAS) SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG SWITCHES, RECEPTACLES, ETC, ) ( ) TO EXTERIOR. SHALL B COMMON ONE-PIECE PLATE DECORA TYPE B 6" R- 19) - EXTERIOR WALLS ( IC" WIDTH) 17 MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER H E IN A , C. 4" R- I - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, IH,IFACED 18. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND WASTE 14. BATHROOM VENT UNITS - BROAD SENSAIRE MODEL NO MHS120L, 120 CFM, MOTION AND HUMIDITY SENSING UNITS D 6" R- 19 FIRST FLOOR CEILINGS MATERIALS, PROVIDE COMPLETE WITH LIGHTING, BATTERIES, DUCT KITS AND SOFFIT/WALL VENTS COLOR TO MATCH ROOFING E 8" R-30) - BETWEEN EASEMENT AND FIRST FLOOR. 15. LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES AS SELECTED BY OWNER PROVIDE F, 2" (R-10) - EXTRUDED POLYSTYRENE RIGID INSULATION, R- 10 MIN, MASTIC APPLICATION. ALLOWANCE OF $5000 FOR LIGHTING FIXTURES HI-HATS ARE TO BE INCLUDED IN BASE BID 17 DOORS AND WINDOWS HVAC A. INTERIOR DOORS, SOLID FIR, 4 PANEL DOORS. STAIN/POLYURETHANE FINISH AS SELECTED. 16. SECURITY , CARBON MONOXIDE & FIRE PROTECTION SYSTEM. B. WINDOWS AND GLASS DOORS - ANDERSEN CO , "STORMWATCH" PERMA-SHIELD HIGH PERFORMANCE, COLOR AS 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANTS, TOOLS AND SERVICES NECESSARY AND REQUIRED A FIRE AND SMOKE DETECTORS SHALL BE PROVIDED IN EACH HABITABLE SPACE AND ON ALL LEVELS. SELECTED. ALL WITH SCREENS TO MATCH. PROVIDE EXTENSION( JAMBS MARINE GRADE WHITE EGRESS HARDWARE. FOR PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM AND DEVICES SHALL BE DIRECT CONNECT WITH LIGHTS AND BATTERY BACK-UP. C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND BUILT- UP WOOD INTERIOR TRIM RELATED WORK HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, VENTING, DUCTWORK, AND B PROVIDE CARBON MONOXIDE DETECTION/ALARM SYSTEM AS PART OF TOTAL SYSTEM. 5/4 x4 WITH EASED EDGE MITER ALL CUTS. ALL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL 17. ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL EQUIPMENT REQUIRED BY CONTRACTOR FOR LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS D EXTERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMFS014 OR EQUAL, AS SELECTED BY OTHER TRADES (WITH SPECIAL EMPHASIS A THE HEATING AND AIR CONDITIONING SYSTEM AND KITCHEN EQUIPMENT) OWNER. CAULK EXTERIOR ALL AROUND DRIP CAP AND FLASHING AT HEAD (EXTERIOR), SHOWN ON THE APPROPRIATE DRAWINGS. SHALL BE PROVIDED AS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, AS SHOWN ON THE DRAWINGS AND 2_ CODES ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(S) SPECIFIED. 18 CAULKING - LEXCEL EXTERIOR( ACRYLIC LATEX INTERIOR 3 HEATING & COOLING SYSTEM - PROVIDE A TWO ZONE HEATING SYSTEM - EACH ZONE SHALL BE COMPLETE WITH 19 ADHESIVES - PL PREMIUM AS MANUFACTURED BY CONITECI-1 BRANDS (TG BE USED IN ADHERING PLYWOOD SUBFLOOR DUCTWORK, HEAT EXCHANGERS, AIR HANDLERS, REGISTERS, GRILLES, CONTROLS AND RELATED ACCESSORIES, EACHAIR 18. CABLES - COORDINATE TELEPHONE AND CABLE TV JACKS, AND SECURITY CONNECTIONS AND BE SCHEDULED WITH THE F E TO FLOOR JOISTS), HANDLER IS TO HAVE HEATING AND REFRIGERANT COILS. CONTRACTOR TO PROVIDE FABRICATION DRAWINGS OF SUPPLY OWNER AND THE LOCAL UTILITY COMPANY. AS REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT, DELIVER TO OWNER TWO 20 HARDWARE AND RETURN( DUCTS, INCLUDING SIZING, ROUTING AND SUPPORT TO SATISFY THE REQUIREMENTS OF EACH ZONE. NO (2) COPIES OFA CERTIFICATE FROM UL AND LOCAL AUTHORITY, SHOWING ACCEPTABILITY OOF WORK DONE UNDER THIS A. LOCKSETS - SCHLAGE LEVER TYPE FUNCTION TO MATCH SPACE UTILIZATION. FINISH AS SELECTED WORK SHALL PROCEED WITHOUT THE APPROVAL OF THE FABRICATION( DRAWINGS BY THE ARCHITECT CENTRAGE B HINGES - HAGER, STANLEY OR EQUAL - BALL TYPE FINIALS, REMOVABLE PINTS ZONE 1 FIRST FLOOR - 1 .5 TON TRANE AIR HANDLER WITH TRANS CONDENSOR UNIT 19. CENTRAL VACUUM SYSTEM - AIR-VAC MODEL 180 OR EQUAL. PROVIDE OUTLETS AS SHOWN ON THE DRAWINGS C MISCELLANEOUS - STANLEY (CAB, PULLS, ETC ) ZONE 2: SECOND FLOOR - 2.0 TON, TRANS AIR HANDLER UNLIT WITH TRANS CONDENSOR UNIT. THROUGHOUT THE RESIDENCE AN COOLINIG, DAY NIGHT SET BACK, DIGITAL, ELECTRONIC 20 POWER INTERRUPTIONS - ALL REQUIRED POWER, TELEPHONE, AND CABLE N INTERRUPTIONS SI-TALL OPERATIONAL CHECKS D STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES 4. THERMOSTATS - THERMOSTATS TO BE HEATING / / WITH THE RESPECTIVE COMPANIES. 21 GYPSUM BOARD TYPE WITH CLOCK. CONTROL WIRING BY HVAC CONTRACTOR. A INTERIOR WALLS ADD CEILINGS, 1/2" THICK, TAPE AND SPACKLE ALL JOINTS 5 DUCT WORK - DUCT WORK TO BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS INCLUDING TRANSITIONS, 21 . MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. B. BATHROOM WALLS AND CEILINGS, KITCHEN ARID LAUNDRY ROOM BACIKSPLASH AREAS 1/2" THICK WE, TAPE AND SENDS, TAKE-OFFS, ETC., DESIGNED FOR MINIMUM STATIC LOSSES. DUCT MATERIAL TO BE GALVANIZED SHEET METAL 22 GROUND RODS - GROUND RODS SHALL BE 5/8" DIA, BY 8' LONG COPPER WELD AND SHALL MEET ALL THE REQUIREMENTS S OF 26 GAUGE UP TO 24 INCHES WIDE AND 24 GAUGE ABOVE 24 INCHES WIDE SEAMS AND JOINTS SHALL BE SUCH AND PROVISIONS OF THE NEC. SPACKLE. ,C E LEAN UP AND DISPOSE 0 C. WDPIDERBOARD FOR TUB SURROUNDS ARID TILE 5110WEP.S. THAT LEAKAGE IS NOT MORE THAN 3% DUCTS SHALL HAVE RIGID FIBERGLASS ACOUSTICAL ARID THERMAL LAVERS, 2 23 CLEANUP - CONTRACTOR TO C F DAILY, ALL HIS TRADE RELATED DEBRIS /_i CHr_o 0 BOILER AREA WALLS AND CEILING, TYPE X. 5/6" THICK, TAPED AND SPACKLED INCH THICKFOR SUPPLY AND 1/2 INCH FOR RETURN(. AND WASTE MATERIALS (i cV' `tiij� 22 CERAMIC TILE FLOOR TILE & WALLBASE - AS SELECTED BY OWNIER, PROVIDE '113000 LABOR AND MATERIAL ALLOWANCE. 6. FILTERS - FILTERS SHALL BE SPACE GARD, MODEL 12200, HIGH EFFICIENCY UNITS. EIGHT INCH DEEP PLEATED 24, PROVIDE WHOLE HOUSE SURGE PROTECTION( UNLIT TO PROTECT THE MAINZ PANEL 23. CABINETS & BATHROOM VANITIES - CUSTOM QUALITY WITH COUNTER TOPS UNITS SHALL INCLUDE BATH VANITIES, UNIT, RATED AT 99% EFFICIENT WITH 6 MICRON SIZE PARTICLES i KITCHEN CABINETS, LAVATORY STORAGE UNITS, LIBRARY BUILT- IN UNITS PROVIDE BID FOR MATERIALS, FABRICATION AND 7 HUMIDIFIERS - APRILAIRE, MODEL 550, BYPASS TYPE INSTALLED ON RETURN SIDED AIR HANDLER, PROVIDE 6-INICH INSTALLATION. DIAMETER METAL DUCT WITH DAMPER FOR SUMMER OPERATION, AND LOCATE HUMIDISTATS IMMEDIATELY ABOVE 2 THERMOSTAT LOCATIONS; PROVIDE WITH CONDENSATE DRAIN TO GRADE + 4 PAINTING A. EXTERIOR WALLS - WOOD SIDING, SOFFITS, FASCIA AND TRIM - SOLID STAIN(, TWO (2) COATS. COLOR AS SELECTED. 8 DIFFUSERS - SUPPLY DIFFUSERS TO BE CARNES OR EQUAL. ADJUSTABLE OPPOSED BLADE DAMPERS WHITE. B INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN 9 RETURN GRILLS - HART & COOLEY OR APPROVED EQUAL WHITE wew FINISH. BE NAVIN MOORS 10 DUCT WORK - DUCT WORK TO BE INSTALLED TO BE FREE FROM VIBRATION(, AND SUPPORTED AT 4 FT. ON CENTER C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN( FINISH, POLY OR COLOR AS SELECTED. MAX.. DUCT JOINTS SHALL BE PROPERLY SEALED 1 INCH ON EACH SIDE OF JOINT PROVIDE ISOLATION( PADS AND DRIP BENJAMIN MOORE, PANS WITH CONDENSATE PIPING TO EXTERIOR FOR ALL AIR HANDLER UNITS PROPOSEp 2 STY. rP- 25. BATHROOM ACCESSORIES (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR) 11 VOLUME DAMPER - PROVIDE VOLUME DAMPER, OR OTHER APPROVED AIR BALANCING DEVICE, WITH INDICATING AND REBID. A. TWO (2) TOWEL BARS/BATH LOCKING QUADRANT. PROVIDE AT EACH MAINZ DUCT, AT EACH DUCT TAKE-OFF AND AT EACH NECK TO INDIVIDUAL B. TOILET PAPER DISPENSER - ONE (1)/BATH DIFFUSER OR REGISTER IN SUPPLY, RETURN( OR EXHAUST DUCT ^ C ROBE HOOKS - TWO (2) /BATH 12 KITCHEN EXHAUST HOOD VENTING - CONTRACTOR TO PROVIDE EXHAUST DUCTWORK, FILTERS AND CONNECTORS FROM I00.02, D. BATHTUB / SHOWER DOORS - ONE (1) EACH UNIT HOOD TO EXTERIOR SIDEWALL WITH RAINCAP AND DAMPER. SEAL WALL PENETRATION. N a&- 4l' 40" E 26 LIVING ROOM FIREPLACE UNLIT STONE EXTERIOR MASONRY WITH FIREBRICK, ASTM C-27 OR C-1261 WITH MEDIUM DUTY 13 ACCESS DOORS - PROVIDE ACCESS DOORS AS REQUIRED FOR COILS, FILTERS, DAMPERS, AND OTHER EQUIPMENT THAT ^ � -- - Cl REFRACCTORY MORTAR, ASTM 0-199. PROVIDE CLAY FLUE TILES INSTALLED IN ACCORDANCE WITH ASTM C-1283 PROVIDE REQUIRE PERIODIC SERVICE, DOORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK AND CONSTRUCTED SO H 20-_0° 6_ 4" x 4" x 5/16" LINTEL ANGLES, SMOKE DAMPER, AND GLASS DOORS TO FIT OPENING 4" THICK MIN REINS CONCRETE AS TO MINIMIZE LEAIKAGE. � 400 O HEARTH WITH #5 BARS AT 12" OCE.W RECESS FOR SLATE HEARTH INSTALL TWO 3/15" x 1 " GALV. STRAP ANCHORS 14 HEATING & AIR CONDITIONING SYSTEM - HEATING AND AIR CONDITIONING SYSTEM SHALL BE COMPLETE WITH ALL FASTENED WITH 2 1 /2" BOLTS TO DOUBLE RAFTERS PROVIDE FRESH AIR INTAKE AND ASH DUMP CLEAN OUT IN CRAWL NECESSARY COMPONENTS AND ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF EQUIPMENT SHALL BE APPROVED BY SPACE. PROVIDE 24 GAUGE ST. STL. RAIN CAP / SPARK ARRESTER. THE ARCHITECT. CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF COMPLETE SYSTEM O w 15 COMPLETION - AT THE COMPLETION OF THE WORK, ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS SHALL BE 27. CARPET - SUPPLIED AND INSTALLED BY OWNER, 28. APPLIANCES U GE SIDE BY SIDE REFRIGERATOR, ST. STL THERMADOR DOUBLE COPIVECTIONI OVEN AND COOIKTOP UNITS PROPERLY CLEANED AND LEFT IN FIRST CLASS WORKING CONDITION( ALL DUCT WORK SHALL BE LEFT CLEAN TO � 1 WITH HOOD AND EXHAUST FAR, (KITCHEN-AID DISHWASHER. MAYTAG WASHER AND DRYER PROVIDE ALLOWANCE OF 11,5500 PREVENT SYSTEM DISTRIBUTION DUST AND DIRT SYSTEM SHALL LEFT WITH CLEAN FILTERS. 1 W FOR PURCHASE AND DELIVERY CONTRACTOR TO INSTALL 16 MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTEES, AND INSTRUCTION TO OWNER. 1 29 CULTURED STORE PROVIDE GRAY COBBLEFIELD CULTURED STONE VENEER STONE OVER WEATHER BARRIER AND GALV. LATH 17 CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS ANID x 3 WITH STUCCO BASE COAT STONE AS MANUFACTURED BY STUCCO STONE PRODUCTS, INCiWASTE MATERIALS. N how U `"' OVER GONC, 0 m 30. CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION. AND AT COMPLETION of PROJECT PROVIDE \A ,- 7 DRIVEWAY FINAL_ "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AVID WOODWORK INLCUDING ANY PIECESSARY PAINT TOUCHUP. 1 _- cs s� X 100 02, 31 GENERAL NOTES A ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING AND ENERGY CONSERVATION CONSTRUCTION( CODE, S 86' 47 4m AND THOSE OF THE LOCAL GOVERNING, AUTHORITIES. (t B SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSF. �y G ALL STRUFOOTCTURAL TO REST ON UNDISTURBED TH SOIL WARD,IVASSOCIATES , P m o � SITE DATA D. PROVIDE ALL STEEL LIINTELS, BOLTS, PLATES, GIRDERS ADD FASTENERS AS REQUIRED. SHOP COAT ALL STEEL, � ''NUVp \ E STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION( ARID CONSTRUCTION OF STEEL FOR BUILDING OF THE A.I.S.C. ASTM A-572 F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN I 1,�J '1�J SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE N.F.P.A. AND THE WOOD ARCHITECTS, L/LANDSCAPE ARCHITECTS, ENGINEERS \ ADDRESS: 1QOD-43-4-44 FRAMING CONSTRUCTION MANUAL - HUGH WIND EDITION ` � ADDRESS: 135 BAY ROAD G. DOUBLE JOIST UNDER PARTITIONS WHICH RUNI PARALLEL TO FLOOR ,JOISTS, AND AROUND OPENINGS. I I \/ I I C/ Z%H ERTIDAL. ��y/ 5002.0GREENORT, N.Y. H, WOOD SILLS SHALL BE ACP TREATED, CE PCF,MINIMUM AT 15. PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS AT 4'-0" Ox 1 500 ✓ KEL..�IND A V EN V E LINE ` � \ MAX. PROVIDE 2 BOLTS PER SILL PIECE PCF, AND PLACE 1 '-0" FROM CORNERS MAX INSTALL B WITH 3" SQUARE x SITE AREA: 5002.00 3/16" THICK WASHERS TYPICAL BOHEMIA, N . Y. 11716 I ZONE R-40 PROVIDE GALVANIZED CONNECTORS OF ALL BUTT STRUCTURAL CONNECTIONS FEMA ZONE: AE-10 J, CAULK OR FOAM ALL EXTERIOR WALL PLATE ANID SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, PLUMBING, AND VENTING (631 ) 563-4800 y K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOP ALL TRADES DURING THE CONSTRUCTION OF THE PROJECT. fax (631 ) 563-4800 ' L CONTRACTOR TO DO ALL PATCHING NECESSARY TO REPAIR DAMAGE MADE DURANG COVJSTRUCTION ACTIVITIES PATCHING TO MATCH AND MEET FLUSH UNLESS NOTED OTHERWISE. � � PLOT PLAN SCTM 1000-43-4-44 M CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AT THE SITE PRIOR. TO COINSTPUCTION. N. DO NOT SCALE DRAWINGS. WRITTEN( DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED P PROVIDE ONE RDW OF 5/4" X 3" WD CROSS BRIDGING FOR EACH 8'-0" OF SPAN(, Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACr ESS ATTIC AND MECHANICAL EQUIPMENT. NOTE: INFORMATION FOR THIS DRAWINCs WAS TAKEN FROM A SURVEY DATED Im-28-92 E1Y RODERICK VAN TUYL, L.S. J 3,011 141-011 11 C 15 A I C 15 C 15 6" s W-2" 511 Oil 4" 2- BATH - H 101-10, STAIR = 2a U U bm5 ro � GLI. DRS.= m ZUO x a S� N u< LINE OFBEDROOM "2 6 MS. UP �1 ' DOOR D i = 4 R 2 _ BEROOM 01 DOOR - � � = BELOW 2a m 2 e r (3) 2XIm GIR (3) 2XIm GIRDER B N U10 2 4" CONT 3x8 CCA BOLTED LEDGER II'-2" 4" 2' 'I 6'_0" _ W/ CAP FLASHING AND GALV. CON 5 5mBIFLDm. BEDROOM *3 �' �: ADDR5. 4 m DN. a Q /_ ,Y GLI. DRS. 3m 4 R A.S. _ ? U 5T4NLET 'PRODIGY C-I DOORS z o LAUND I U ry x �D 2 SHLVS, ABO E ? U _ seal: U CEDAR m _ tc�LD q1 .r o ry U RAILING s/P 1CL. MEGH. 3 r � s � 496L. e 2a 6x6 DRS. ENCASED 4" 6'-0" (2) 2XIm CCA W/ I,/2" ST, 5TL. PLATE m , BETTER HEADER OUTDOOR GIRDER LPROVIDE INTAKE AND EXHAUST LOUVERS 45 REO'D Q ouINER cHANcaE 6-a-p4 Q FEMA Cd•iPLIANCE B-IB-04 3-m" 9-6�' WARD ASSOCIATES 3" Landscape Architects, 26'-6" I3'-6" 6' Architects, Engineers 40'-0" 40'-0" 1500 Lakeland Avenue B 3'-0^ILCO BASEMENT �` 3 0 34'-0" Bohemia, N.Y. 11716 ACCESS DOOR, TYPE SL (631) 563-4800 T�' T� WITH 5L STAIR STINGERS 2 5 IT E I ID G R 2 �d �T AND 2XIm OCA WOOD I 20'-4" TREADS. J 45 West Maln Street TAU EL. +11.9Little Falls, New York 11716 A. SCALE 1/4"=1'-0" A I _ (315) 823-4384 — — — — — project title: — - - , m Im R CCA 2%I0 WOOD TREADS, 7 r- - - — J2 X12 STRINGERS, 2" A STEEL COLUMN WITH ¢ 4eR HANDRAIL EACH SIDE �' PROPOSED 0 V 3 I/2"TOP AND BASE PLATES ii \- - it Z U 'd RESIDENCE 0 ON 30" $0. x 16" THICK P. F — — r PITCH FLOOR TO U SUMP CONI. FOOTING. TYPICAL N PIT O 0 a o - - o e for the x 6" x 12" CONC. PAD e GEROULANOS UNDER BOTTOM FAMILY STRINGER UNDER L g: BEAMED II _ — 4'� PEEP 24 TREX ENTRY STAIR — -�L — — __II m BEAM CONNECT STRINGERS l2) 2X10 HDR POCKET 13'-6" AT 24" O.C. WITH GALV ., POCKET CLIP P ANGLES TYP. 4-m _ J GREENPORT, N.Y, o (4) 2X10 GIRDER (4) 2X10 GIRDER (4) 2X10 GIRDER d drawingtltle: _ 5 I 4 CONT 3x10 GCA BOLTED LEDGE I J r 8'-48" �` I W/ CAP FLASHING AND GALV. G N5I I I I I ° cRAwL sF=AGE PROVIDE 24" SQ. x I8" l Il+QDIlJ®T➢D��°Il°IIQDQ'9 V u 4" REINF. CONC. SLAB �, DP. SUMP PIT WITH i c W/ 6x6/10/10 WWF, 1 PUMP PIPED TO x 1 PITCH FLOOR TO EXTERIOR DRYWELL. A ,- o — — = 9 °D° Il9 ADQDIlT, ry SUMP PIT a = Il IlIl4L z5'-2.. p ry ° II — — JI IlDIldE�1QT� 8" 8.. 12'-6' — — — G.O. OOR 1 '.'.' • L — - - - - - - - - - - - - _ - - - - - _ — _ J .,• (2J 2X10 GCA w/ 1/2" ST_ 5TL. PLA e "n;o. a5-"x't:: '-•a:�.` v":`<.:y.`:}_.::i r,=.:5 r%:;.o.:° j�' • ;'r' ".. A ( BETTER HEADER OUTDOOR GIR J drawn by: Checked by: - - - A - - _ SCs F.A.I. FOR F.P. 5 ;.2;`- > 5/8" DIA. ANCHOR BOLTS date: scale: L _ _ — _ — _ — 04'-0" O.G. 112" FROM -IC-03 ASe: 8" x 'SMART-VENT' — COFNER5 WITH 3" SQ. x FOUNDATION(9; FLOOD NOTEID VENTS. O ) WASH GALV. PLATE drawing number: LOCATIONS) 6'-4" 3r_411 WASHERS TYP. g 5'-6" B-0n Ir-6" OF 4014" 1'-0' -� STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON DRAWINGOR ACCOMPANYINGTHIS SPECIFICATION. N UNLESS HIT 1 Il-0 QD �J �Y llL d� P�9 �� d VT JID JJ JJ �� j�jT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL SCALE 1/4°=1'-0" FULL SIGN, ITENT AL, DATE ALTERATION DESCRIBE S RIB OF T THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 CONT. CORAVENT PROVIDE GALV. STRAP TIES AT RIDGE VENT EACH RIDGE CONNECTION SEE. DWG. A-5. TYPICAL ROOF: ARCHITECTURAL ASPHALT LINE OF BHT. MTL. - \ \ SHINGLES, 30 0 FELT, 3/4" EXT. ROOF SADDLE AT GR PLYWOOD SHEATHING, 2XI2 RAFTERS, 2xI0 BOLTED CHIMNEY ATTIC COLLAR TIES. (3) 5/5" BOLTS \ E P R CONN. R-38 1N5. PROVIDE Hl 2 I - - � INSULATION BAFFLES UIA HURRICANE TIES AT 7, 10 AT EACH JOIST i EA. JOIST / PLATE SPACE TYPICAL CONNECTION. TYP. PROVIDE 'ICE d WATER SHIELD AT ALL EAVES, INTERSECTIONS AND CEDAR FASCIA, _ _ i i � EDGES. FRIEZE, 4 TRIM, MTL. DRIP EDGE ----------- - - - AND GUTTERS AND LEADERS iF------------Ti INSUL. CASEMENT � \ VENTED PLYWOOD GREAT TYP. � \ ii I � i SOFFIT WITH `X2" e REA7 Ofn STAIR LINE OF WINDOW EDGE TRIM. �II m \ \ BEYOND I � I li I I seal: _ fJR� TYPICAL WALL: tRE CEDAR SHINGLES, -i' �'a . �" . TYVEK, 5/6" EXT. GR � F SHEATHING, 2x6 STUDS AT 16" O.C., R-19 INSULATION, I/2" FO), GYP, BRED. 3 COAT SPACKLE AND PAINT FINISH. �w /- , • �'r-Y, (2)2x6 CCA SILL PLATE _,�ELEV.+13 WITH TERM. SHLD, SILL mwNER n�ANr�_ _ _ A �� '-� SEALER AND 5/$" A.B. AT 4'-0" O.C. W/ 3x3x3/16" - C \ / d Q FEMACOMFLIANCE 5-I8-04 0 KrccuEN cuAr�e 6-k0390. WASHERS TYP. CPAwL 51=14CE ENGINEERED WARD ASSOCIATES �+ ENGINEERED FLOOD F POURED CONCRETE - \ VENTS �(5 TOTAL) Landscape Architects FOUNDATION WALL WITH __ _ CONTINUOUS ELEV.+7,0 PB WATERPROOFING. I - "'-ELEV. o - Architects, Engineers CULTURED STONE '�, , '! � � ELEV.+66 VENEER ON EXPOSED FOUNDATION ABOVE �—CONTINUOUS 6" ADS ": 4" P. CONC. SLABe yt211.2.19'-10" bt IL 1500 Lakeland Avenue GRADE. TYP. FOUNDATION DRAIN TO 5' OVER 6 MIL VAPOR Bohemia, N.Y. veno DIA. X $' DP DRYWELL. RETARDER ON 5'-2" 3'_0" n n (� � 7� ¶ POROUS FILL.. T�Tr (631) r�-2800 2 PfI9 Il� X11 dVT �T Ld RD � 119 �9 ala Pn5 R QD 1�1T 45 West Main Street lL 1L LINE F ROOF OVERHANG Little Fails, New York 11716 A- 2 m 2' 4' a' � � - - - - - - - - — — — – —. - - — - - — � (315) 823-4384 I:�_� C 13 A 1 C15 C15 C15= SCALE 1/4" = 11-0" project title: RE . DW. HARDWOOD STAIR WITH BATH POPLAR RISER6,OAIK STAIR W TREAD$ AND RAILINGS (V U 4" b'_0" 4" }O 13'-2" p 2m 130X48 x _ _ PROPOSED �no o ABOVE K u u 6 `° �� LAe VELI A N RESIDENCE Q� _ " - CT. ro � 6 6 i= (2) 1 3/4" x 14" M.L. RIDGE ABOVE a e for the �V Z --- KITCHEN-- - '---- , 0 1 " @2< -- A - - - - - - - - - - ,ni - GEROULANOS 42" HT. WALL FAMILY x M DEN o d ISLAND WITH ne oN cv CABINETS PROVIDE DUCT 14 m x A BELOW TO U v p ACESS TO CHASE MATCH p z uN1T ABovE 131-6 GREENPORT, N.Y, e o - - - - - ro N 4 1 3/4" x 14" M.L. RIDGE ABOVE (3) 2 x 12 / I/2" PLYWD. - - - - - - - - - - - drawing title: FWG6m68R m WO �CIR10 ABOVE -rym bf� (CENTERED ON W GREAT ROOM ."'- PEAIK IN ATTIC) �D?dQaQDaDD IlaIidQDQDIln QU LINE OF CEILING BREAK I OPEN — _ Z ...... u X " @ r N m DECK a A U w O L A <O< r�i/4" x 4" CEDAR OfF TREX E - m DECKING OVER TP6 E --- -- 12'-6" T.3(Ox48 8'- " rEMBRANE ROOFIN�. LABOVE� Zr — r_ - - drawn by: checked by: L C 15 G 15 ® G 15 LMP SG PROVIDE 2" CLR. date: scale: TO MASONRY TYP. 1-16-03 AS NOTED drawing number: V.10" 3n �� 0 lJ OF 40'_0° (��/ 7� n j� ANYTHING PROHIBITS DRAWING AND%OR ETHE 1 g �� C QD _T IID I 1Jd 0 ID Il- 11 I L A. d VT IS UNDER YTHE DIRECTION OF UNLESS PROFESSIONAL. WHERE SUCH ALTERATIONS A, n ARE MADE THE LICENSED PROFESSIONAL L \ SCALE 1/4"=1'-0" MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 LINE OF CHIMNEY BEHIND COR-A-VENT RIDGE VENT WITH WIND SHIELDS TYP. L= — OPERABLE — SKYLIGHT WITH TEMP. UIR~ INSULATING GLAZING. ANDERSEN 'S70Rr1WA7CH' / Fol CASEMENT AND \ \\ \\ CIRCLETOP WINDOW UNITS WITH AZEK CASING TRIM CEDAR IMPRESSIONS AND BHT MTL. DRIP CAPS \ / / / SHINGLES WITH BEADED TYP. - CORNER BOARDS OVER "ICE 4 WATER SHIELD UNDERLAYMENT IS" EACH SIDE OF CORNERS. TYP. seal: 5/4" x 10" AZEK BAND / FASCIA WITH BHT. MTL. / \ V _ pct Im. rt Fc� GRADE AS ADJUSTED TO // \ DRIP CAP. / COVER NEW SEPTIC TANK / BLEND DOWN TO EXISTING GRADE AT 1:4 TYPICAL. ;a L N - ELEV.+13 - - CULTURED STONE QQ ouHER CHANE s-B-m4 _ FOUNDATION OVER 8" P. Q FOUNDATION WALLS MMA conpLIANGE 5-IB-04 ELEV.+65 _ _ _ _ _ _ � '\/—� Q I OLL R CRAYaE B-I-03 OF CRAWL _ - �- - - - - SPACE ACCESS Q DOOR. WARD ASSOCIATES Landscape Architects, Architects, Engineers - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - 1500 Lakeland Avenue COR-A-VENT RIDGE Bohemia, N.Y. 11716 \ LINE OF P. LONG, VENT WITH WIND T.C. FLUES, (631) 663-4800'SIMART-VENT' ENGINEERED FOUNDATION AND FLOOD SHIELDS TYP. CONCRETE WASH VENTING UNITS TYP. FOOTING AND PRECAST 7�7�• n �j (� n �7 �( �\ CHIMNEY CAP OVER 45 West Main Sheet 2 T �� P�9 "� �� 1 LIQ VT 1-11 rT 11 0 1VT ��/ A EKFFASCIA, FRIEZEAND SHEETMETAL THRU Little Falls, New York 11716 TRIM WITH SHEET METAL WALL FLASHING. (315) 823-4384 A- 3 DRIP CAP TTP. - 0 ■ _�—■ 12 12 protect title: SCALE: I/4" SHEET METAL ROOF I'-0° OPERABLE 10� l0 _ -O i, SADDLE OVER 3/4" EXT. GR GOA SKYLIGHT WITH TEMP. - 'I II PLYWD, PROPOSED INSULATING GLAZING. - RESIDENCE for the I GEROULANOS v �_ _ FAMILY ANDERSEN 'STORMWATCH' CASEMENT AND CIRCLETOP WINDOW UNITS WITH AZEK CASING TRIM GREENPORT, N.Y. 1' AND BHT MTL" DRIP GAPS TYP. drawing title: -_ CEDAR IMPRESSIONS - - - - SHINGLES WITH BEADED - CORNER BOARDS OVER "ICE 4 WATER SHIELD 'N01? PIlT�II �� ➢�I��vIlv 5/4" x 10" AZEK BAND 1I UNDERLAYMENT 18" EACH FASCIA WITH BHT. MTL. ~ DRIP CAP. L SIDE OF CORNERS, TYP. ��1En"AvflvtTATST2 / \ _ ANDERSEN 'STORMWATCH' CASEMENT WINDOW UNITS WITH AZEK CASING TRIM AND SHT MTL" DRIP CAPS TYP. X11 ELEV.+13 _ 'I a — — drawn by: checked by: LMI= 5G date: scale: CULTURED STONE 7-16-03 AS NOTED 0 FOUNDATION OVER all P, drawing number: - - - CONC. FOUNDATION WALLS ELEV.+7.0 x I'_ TYP. I� ELEV.+6.5 �/- - - - . - - - - . - - - - . - - - . .- - - - ^ Ir' LINE OF F. N ND O - - - - - - - - - - - - - - - 1, FOOTI GTION AND OF -- - - - - - - - - - - - - - - - -- - 'SMART-VENT' ENGINEERED FLOOD VENTING UNITS TYP. STATE LAW PROHIBITS ANY PERSON FROM ALTERING 9 �j 1� PIJQ lT �1� rT ANYTHING ON THIS DRAWING AND/OR THE fJ, fj 9 JJ VT ll R f/ 11\V\ IS UNDER TIHE DIRECTNG ION SPECIFICATION. A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS A- 3 ARE MADE THE LICENSED PROFESSIONAL 0 2' 4' S, MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. SCALE. 1/4" = I'-m" ref, no.: 200305 T.C. FLUES, _ CONCRETE WASH AND PRECAST CHIMNEY CAP OVER - 5HEETMETAL THRU WALL FLASHING. ANDERSEN 'STORMWATGH' // EE / ' l-'I II p ANDERSEN CASEMENT AND / 'STORMWATGH' SLIDINGCIRGLETOP WINDOW UNITS / DOORS WITH AZEK WITH AZEK CASING TRIM _ CASING AND SHT. MTL. AND 5HT MTL. DRIP CAPS \ '' f ,I DRIP CAP. TYP. \ - - - \ U CEDAR RAILING SYSTEM AND NEWEL POSTS ILL T I .11,L,1� III III II II Ili I' ;II / II II i1V II II II 5/4" x 10" AZEK DECK SBO : / FASCIA. CUT SCUPPERS LII / I ITO ALLOW DRAINAGE OF ANDERSEN 'STORTIWATGH' III �I l III I- / - Ii ROOF MEMBRANE CASEMENT WINDOW UNITS BEHIND. - _ 11i 1 �111 ,1_I II ulr \ WITH AZEK CASING TRIM \ �i�l, li I u q �u II � ' III-, ; I IIII ,II �' II AND 514T. MTL. DRIP GAPS \ II, TYP. CEDAR RAILING SYSTEM AND NEWEL POSTS ELEV_-r13 M CULTURED STONE FOUNDATION OVER 8" P. - GONG. FOUNDATION WALLS-. _:J- - - _ Q 0 mw+eR cuMlc.E a-e-m4 TYP. _ -Q - Q FEMA COMPLIIMCE 9-10-m4 ELEV.+,.G - ELEV. WARD ASSOCIATES - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - Landscape Architects, 'SMA T-VENT' ENGINEERED — — FLo VENTS � - - - - - - - - - - - - - - - _ ��' �� _ - - - - - - - - - - - - - - - _ _ _ _ 1 Architects, Engineers 7�- - - - 7-�7-� - - 7-� - -LTJ- - - - - - - - - L - - - - - - - - -� - - - - - - - - - - - - - - -L -� and venue 1 lam QD lLJ V llll El 1 11+ V' X11 W R 0 71 0 2' 4' e' 15BOo0hem al N.Y. 11716 (631) 563-4800 TYPICAL ROOF: A- 4 SCALE: 1/4" = F-0" ARCHITECTURAL ASPHALT COR-A-VENT RIDGE 45 West Main Sheet SHINGLES, 30 " FELT, 3/4" £XT. �-� CONT. CORAVENT VENT WITH WIND GR. PLYWOOD SHEATHING, 2x12 RIDGE VENTSHIELDS TYP. Little Falls, New York 11716 RAFTERS, 2x10 BOLTED ARCHITECTURAL ASPHALT COLLAR TIES. (2) 5/8" BOLTS SHINGLES, 30 " FELT, 3/4" EXT. TC. FLUE, CONCRETE 12 12 (375) 823-4384 PER CONN, GR. PLYWOOD SHEATHING, 2x12 RAFTERS W/ STRUCTURAL WASH AND PRECASSTT - MNEY GAP OVER 10 10 P CHIRE-FINISHED CEDAR i ' RIDGE. 5HrrTMETAL THRUFASCIA, FRIEZE AND TRIM prof eCt floe: 2" x 10" CEILING TIES AT 16" 36" WIDTH OF 'ICE AND WATER WALL FLASHING. II _ Ij_ _ WITH SHEET METAL DRIP O.C. DOUBLE AT 48" O.C. SHIELD' AT EAVES AND - CAP TYP. WITH (3) 5/8" DIA. 5OLT5 VALLEYS TYP. AT EACH END. R-38 INSUL. - 1-t COR-A-VENT RIDGE PROPOSED "I FIl VENT WITH WIND • IIII I SHIELDS TYP. RESIDENCE 2" x 6" FIREBLOCKING / SHEET METAL ROOF: I �I fl -_I 1 BRIDGING. VENTED PLYWOOD SADDLE OVER 3/4" II Ij'i -+I — I it I. illi i� 1 — — — _ . _ — . _ for the / \ SOFFIT WITH "X2" EXT. GR GCA II '{ 1�1 LOPERABLE GEROULANOS / \ EDGE TRIM. PLYWD. -i II 9 r it it 'I JI 1- SKYLIGHT WITH TEMP. VENTING 51GLT. ABOVE WITH 1/2" GYP _LI I_ ;I INSULATING GLAZING. FAMILY INSULATED TEMPERED DBL. ML - GLAZING AND SPLAYED GIRDER BRD TTP. GYP BRD. SURROUND ON CEDAR FASCIA, INTERIOR. FRIEZE, ! TRIM, SHT. — — MTL. DRIP EDGE 'i- ° "- V AND GUTTERS AND GREENIFORT, N.Y. LEADERS. / / \ ANDERSEN I- 111,1 , I ,;�II-I_� I� r / \ 570RMWATCH' SLIDING PIp I 'I / \ ANDERSEN BTORMWATGH' drawing title: DEN \ IN5UL. CASEMENT DOORS WITH AZEK 1 II 1 J L h _ I / \ CASEMENT AND KITCHEN CABINETS AS WINDOWS TYP. CASING AND BHT. MTL. I ` ^ 1, / \ GIRGLETOP WINDOW UNITS SELECTED BY OWNER. _ _ \V A // : -II_ _�,�il II II'1, 11111.11 V / DRIP CAP. WITH AZEK CASING TRIM KITCHEN ❑ CEDAR RAILING SYSTEM II \\ // AND SHY MTKiz L. DRIP CAPS TYP. AND NEWEL POSTS WITH �Q��JPllTllll d\l"' ��7Ila��llY TYPICAL WALL: 5/4" $Q. BALUSTERS AT -� " n7IvpTI 9 p P 9 CEDAR IMPRESSIONS 4" O.C. TYP. TYPICAL WALL: llallLlla�T�ll Il )IQD17'2 p _ SHINGLES, TYVEK, CEDAR SHINGLES, TYVEK, T. R. BRE) TYP. - - �— S UDSXAT(16" O.C., 5/4" x 10" AZEK DECK YI -I - - 2x6 STUDS AT IGR HEATHINIR OPENINGS AND SPACE AT--� - - GYP,INSULATION, FASCIA. CUT SCUPPERS I 1 �� I I � �� I 1 - III -� 111 3 COAT SPACK OC., R-19 —_.—. 8 EXT. 2' x 10" FLOOR JOISTS AT 1/2" GYP. SHEATHING, 2x6 I6" O.G. DOUBLE AT �`l 11 _i INSULATION, I/2" GYP. BIRD. LE AND 12' O.G. AT BATH AREAS / - - PAINT FINISH. _ \ SPACKLE AND PAINT TO ALLOW DRAINAGE OF - '11Lr j 111 1 oa \ ROOF MEMBRANE E31-)RM HALL FINISH. BEHIND. \ ANDERSEN STOR'WC -------- , HARDWOOD FLOOR OVER CASEMENT WINDOW UNITS ROSIN PAPER ON 3/4" EXT. \ -- ------ (2)2x6 CCA SILL PLATE i 'I -i'- it I \ / WITH AZEK CASING TRIM drawn by: checked by: GR. TeG PLYWD. ------ / CEDAR RAILING SYSTEM - �,; \ / AND SHT MTL. DRIP CAPS WITH TERM. SHLD, SILL AND NEWEL POSTS WITH I_' II-�'� - \ / L.MF SG WD. BASE "`"-'- SEALER AND 5/8" A.B. AT 5/4" 5Q. BALUSTERS AT _-' II _ 11 TYP. ------- -- 4'-0" O.G. W/ 3x3x3/16" 4" O.C. TYP. _ I date: SCOIe: _ I U_ — SQ. WASHERS TYP. 1 �-16-m3 AS NOTED - - - _ _ _ _ - - -� - - _ - - - - _ - - - a ,l — — WITH WEATHERW�NPED_ L, ELEVURED _ CULTURED STONE drawing number: �� '. ;dh� q r.. ill: �; 1; N i� / 2" x 10" FLOOR JOISTS AT 6' T! TT AND FINISHED WITH I, 1 FOUNDATION OVER 8" P. I6" O.C. DOUBLE AT LINE OF STL. I I i CULTURED STONE. _ _ _ - _ _ CONC. FOUNDATION WALLS OPENINGS AND SPACE AT '^ L.C. AND I I TYP. 12" O,C AT BATH AREAS GIRDER 1 I Al - ® �/ ELEv.+aG o a� OF ` TREX DECKING AND STEP _ ION FLOG Ni' G' POURED CONCRETE SURFACES, AZEK RISER TRIM FOUNDAT h 8 OVER GGA STRUCTURE ELEV.+6.5 FOUNDATION WALL WITH _ _ _ _ _ — — .. _ — — — — + _ — t — — CONTINUOUS 6" ADS L — — J L _ J ATERPRO MEMBRANE D VENTS WATERPROOFING. LINE OF P. CONIC, FOUNDATION DRAIN TO 8' �'�, CULTURED STONE FOUNDATION AND T — — — — 11 STATE LAW PROHIBITS ANY PERSON FROM ALTERING DIA, XS' DP DRYWELL. �4" P. CONC. SLAB OVER 6 MIL VENEER ON EXPOSED FOOTING L - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - -� ANYTHING ON THIS DRAWING AND/OR THE VAPOR RETARDER ON POROUS FOUNDATION ABOVE /� ACCOMPANYING SPECIFICATION. UNLESS IT (� �7 FILL �y ¶d 9 P Q (� �T GRADE. TOP. 2 �� \\ 2 T �� pd 24 IT A T H ID 1T IS UNDER THE DIRECTION C A LICENSED 3 IId QD l�T QA II FT QJ �D H 1T A I 0.Y D QA Il R 0 1 V n 111111 PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL A— � / 2' 4' 8' MUST SIGN, SEAL, DATE AND DESCRIBE THE 0 2' 4' 8' A- 0 FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. SCALE: 1/4" = 1'-0" ref, no.: 200305 SCALE, 1/4" 1'-0" LOCATE CEILING DIFFUSERS 3" OFF WALL TYR - - � r — Ak TV GFI WP GFI GFI ° I 1 * F O VP O \ �}.. GFI /Y _ — F - — _________ 0 J - - - - � ❑ GWP FI GFI ° -- O ° WP TV \ ❑ F O — - - - - - - � \ r - - - GFI GFI ❑ J ❑ J WP I r J 1 ID SOFFIT ADW PFFD CEILING LINE OF DROP 1 " TO ENCLOSE DUCT TRUNK LINE. j ❑-1I �' - - - - seal:MQ L J o—_ V is tise� WP GFI a II _ S I� GFI GFI WP _ ® si A�1see3 .b � WP - - - - - - - - - - - - - L ❑ . :'eorrrw �on�, — — ❑ I �I-JI �I-JI L - - - - - - - - - - - d d J L -J �❑ I L J Q CLLNER CHANGE 6-B-04 Qi C ER CHANGE -KITCHEN 8-1-03 1 ET 0 ❑ ❑ ED A W H ID ❑ IID 1 ,A. ❑ 2 lla H Il$ g 'T 7 IIS ❑ ❑ WARD ASSOCIATES 1 --- Landscape Architects, I \\ M . 1 SCALE 1/4"=1 '-0" M . 1 SCALE 1/4"=1'-0' Architects, Engineers 1500 Lakeland Avenue Bohemia, N.Y. 11716 (631)563-4800 45 West Main Street Little Falls, New York 11716 (315) 823-4384 project title: PROPOSED RESIDENCE — — — — — — — for the L E G E N D L E G E N D GEROULANOS TV ® TV FAMILY SYMBOL DESCRIPTION MANU. / CAT. NO. SYMBOL DESCRIPTION MANU. / CAT. N0. GFI GFI v DW GFI F H I I . GFI HUBBEL OR EQUAL 4 TRACK LIGHTING (#=NO. of FIXTURES) O O I � $ SWITCH F O VP GREENPORT, N.Y. $3 THREE WAY SWITCH HUBBEL OR EQUAL Q WALL MOUNTED INCANDESCENT FIXTURE O' I L - . J I $4 FOUR WAY SWITCH HUBBEL OR EQUAL '� FLUORESCENT STRIP FIXTURE -� J . -\ 1 - drawing title: $ DIMMER SWITCH HUBBEL OR EQUAL UNDER CABINET FLUORESCENT FIXTURE ' I D ° ° DUPLEX OUTLET (4=FOURPLEX OUTLET) HUBBEL OR EQUAL •��• EXPOSED BULB INCANDESCENT FIXTURE O GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL Q WALL SCONCE /HI—LOW T1, ^ / V\ 1V1111eQdllllLlll VTll QA�•11Ld WP WATER PROOF OUTLET (GFI) HUBBEL OR EQUAL OT THERMOSTAT An URNSHALF SWITCHED OUTLET HUBBEL OR EQUAL ® SUPPLY DUICT �i✓ '( TI' ¶ p p T1�i V ° O O O S 3 ® 111 Ld11LQ1P R%H A1- EA 220 V OUTLET HUBBEL OR EQUAL RETURN DUCT0 WFLOOR OUTLET / FLUSH BRASS PLUGS HUBBEL OR EQUAL ® FLOOR REGISTER O /'I/ r GGPI ilDiid�A 71 5 EXHAUST FAN (DUCTED TO EXTERIOR) Qo or ® CEILING DIIFFUSER ll ll 11 O JUNCTION BOX — - — LINE OF DIUCTWORK OB DOOR BELL orr RETURN �J �•'J _ ° O SMOKE DETECTOR W/ LIGHT ACOUSTICAL PANEL CEILING AND GRID i ,/� drawn by: checked by: Lt-IF SCm TV CABLE TELEVISION OUTLET WALL MOUINTED DIFFUSER VACUUM OUTLET 0 KEYPAD LOCK WITH ELECTRIC STRIKE F J 1 / date: scale: V TELEPHONE OUTLET $T TIMER SW17CH n/ EYEBALL FITURE drawing sawing number: /A`J NOTED O LP ELECTRICAL PANEL © DOORBELL CHIME LOCATION V I SURFACE MOUNTED FIXTURE SECURITY (FLOODLIGHT L - J O RECESSED HI-HAT (L.V.=LOW VOLTAGE MS MOTION SENSING TYPE FIXTURE TV `p\�\ O VP VAPOR PROOF INCANDESCENT FIXTURE CARBON MONOXIDE DETECTOR — LJI V STATE lay L� VA ((D d Vp ll� llQ 11d `�D �lU ll� llD lJt] I-11 A Vp ANYTHING PONHITITS HISA DRAWING FROM ALTERING 3 v ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS M . SCALE 1/4°=1'-0ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200305 CONDENSER UNIT FOR SECOND FLOOR AIR HANDLER UNIT LOCATE CEILING DIFFUSERS S" OFF WALL r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I 7 2 - - - UIR I I- - - I -11 I — I I- - - - - �I -------------------------- ---------------------- -- I F —1 F�--1 F- - - - - - - - - - - - - - - - - - I ------ ------ ------------- - I I � ED CEILING 510FFIOF TDRObTO ENCLOS - - DUCT TRUNK LINE. 215 GALLON OIL STORAGE - - J - - - - - - SB01: TANK WITH 12" THICK BALLAST 17r 5LAD AND GALV STRAP TIE IS TON AIR ---` DOWNS, HANDLER "�g�Eaeo Afi cHi� I 9H D1 HwH 120 MBH PULSE { L - - - - - - - - - - - - - - - ��----{{ - - - - - J BOILER -- -� 50 GALLON -- ---- --- - --� � � J - --- - JI L�J �9 CONDENSER UNIT FOR FIRST-� �� IL �y \ OF_EN % FLOOR AIR HANpLER UNIT y �� I ❑ LLJJ U - - - - - - - - J Q I OWNER CHANGE 6-8-04 Z FEMA 09MPLI4NOE 5-I6-04 WARD ASSOCIATES 1 Ila QD IlJ �Y DD d� Fla II QD �p 11D Iii 1� �y eM IIIlLandscape Architects, scnLEi/4"=i -o" 2 SCALE ,/'4 =- Architects, Engineers i 1500 Lakeland Avenue Bohemia, N.Y. 11716 (631) 563-4800 45 West Main Street Little Falls, New York 11716 (315) 823-4384 project title: PROPOSED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RESIDENCE L E G E N D L E G E N D — for the GEROULANOS SYMBOL DESCRIPTION MANU. / CAT. N0. SYMBOL DESCRIPTION MANU. / CAT. N0. L7112.0 DUCT DROP DOWN MM F - T Im EM FAMILY SWITCH HUBBEL OR EQUAL O D TFUN HORIZ N FLOOR.O FIRST TRACK LIGHTING (#=NO. of FIXTURES) SOFFIT. THREE WAY SWITCH HUBBEL OR EQUAL 4 WALL MOUNTED INCANDESCENT FIXTURE p$4 FOUR WAY SWI TCH HUBBEL OR EQUAL � I FLUORESCENT STRIP FIXTURE L J GREENPORT, N,Y. $p DIMMER SWITCH HUBBEL OR EQUAL UNDER CABINET FLUORESCENT FIXTURE - - - - - - - - - . - _ drawing tltie: DUPLEX OUTLET (4=FOURPLEX OUTLET) HUDBEL OR EQUAL !Mu EXPOSED BULB INCANDESCENT FIXTURE GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL WALL SCONCE WP WATER PROOF OUTLET (GFI) HUBBEL OR EQUAL (T THERMOSTAT 1Vlllld Qa lllll•111 VTllQaFllLd HALF SWITCHED OUTLET HUBBEL OR EQUAL ® SUPPLY DUCT OOO oOO d� ® 220 V OUTLET HUBBEL OR EQUAL RETURN DUCT O O FLOOR OUTLETo / FLUSH BRASS PLUGS HUBBEL OR EQUAL ® FLOOR REGISTER 11dll.dll�QaFll9Il�IIQaA1lld �F EXHAUST FAN (DUCTED TO EXTERIOR) or ® CEILING DIFFUSER 0 O J IlDp,1�pTg O JUNCTION BOX — — LINE OF DUCTWORK O DOOR BELL r RETURN SO SMOKE DETECTOR W/ LIGHT ACOUSTICAL PANEL CEILING AND GRID TV CABLE TELEVISION OUTLET WALL MOUNTED DIFFUSER drawn by: checked by: VACUUM OUTLET ❑K KEYPAD LOCK WITH ELECTRIC STRIKE F - T i-MP Sri date: scale: TELEPHONE OUTLET $T TIMER SWITCH 1-6-�,'3 AS NOTEp OLP ELECTRICAL PANEL © DOORBELL CHIME LOCATION draWing number: SURFACE MOUNTED FIXTURE SECURITY FLOODLIGHT � RECESSED HI-HAT (L.V.=LOW VOLTAGE MS MOTION SENSING TYPE FIXTURE L - J O VP VAPOR PROOF INCANDESCENT FIXTURE CO CARBON MONOXIDE DETECTOR \ �p�\\\J ��p L — _ - - - - - - — _ — — — - dS V0110LJ 3 L-0 UA U� d VY J� lld L 1 QD QD Il� IlD Ild 11 d VY STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED M . 2 SCALE 1X4"=1 '-O" PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 i I i7n 1 PROPOSED WATER PROPOSED 25TY. FR SEGMENTAL CONCRETE U19 SERVICE FROM EXISTING RE61D. BLOCK RETAINING WALL PROPOSED EXPANSION METERWITH WATERPROOF /AREA Q F.FLR. EL. 13.0 Al MEMBRANE ON INSIDE i FACE. TYP. 100.02' (6 3) (6 8) N 86' 41' 40" E 20'-0° EL. 1.0 EL. 8.0 40.0' Fa (6.a) O SBOI: k S.T. K �6,Pa O ArOO /Q�� r S ' EL. 1.0 EL. S.0 EL. 9.0 0 10'_0" MIN. k) 3I � cv ,,,sr lssa9 4- e IS' WIDE PAVER OVER 3 �aTe of N _ CONC, DRIVEWAY N OWIER cHANc.E 5-me- Z (6.6) _ _ 100.02' 04 (6.6) S Be," 41' 40" W 1000 GAL. SCDHS HEALTH DEPT.OOMI9ENTs I2-0s-m3 APPROVED SANITARY Z_\ uEALru DEPT,=O ENTE Im.is-mn SYSTEM FOR HIGH GROUNDWATER WARD ASSOCIATES CONDITIONS. 0 N Landscape Architects, I IlD pd QD onv Il➢ �� A. T p Architects, Engineers (S .DI SCTM 1000-43-4-447 1500 Lakeland Avenue SCALE: 1" = 10' Bohemia, N.Y. 11716 NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY DATED 10-28-92 (631) %3-4800 BY RODERICK VAN TUYL„ L.S. DESIGN RATIONALE: 45 West Main Street 3 BEDROOM RESIDENCE: PROVIDE GALLON SEPTIC TANK AND EQUIVALENT (315) 823-4384 300 S.F. OF ING LEACHSIDEWALL AREAEA Little Falls, New York 11716 PROVIDE FIVE (5) 2'-0" DEEP, 8'-0" DIA. LEACHING POOLS IN COFIGURATION SHOWN, CONNECT POOLS WITH CROSSOVER PIPE LOCATED 8" ABOVE THE BOTTOM OF EACH POOL. proJect title: tHE WASTELINE FROM THE SEPTIC TANK SHALL ENTER THE MIDDLERING AS HIGH A5 POSSIBLE. PROPOSED RESIDENCE for the GEROULANOS FAMILY 0' (el. 63) MIXED saND AND LOAM SEP71C TANK LEACHING F-ooLS GREENPORT, N.Y. 1000 GAL e' 5' WIDE x 5' DEEP 8' DIA 2' DEEP PRECAST PROPOSED PRECAST CONCRETE 4" DEEP BOTTOM CONCRETE LEACHING POOLS 2.0 RESIDENCE FRESH AIR SLAB 1 6" DEEP PRECAST TOP SLAB 6" DEEP REINF. PRECAST TOP drawing title: PALE BRO'J•N FINE TO COARSE SAND SIU FFL INTAKE CAST IRON FRAMES AND 24" DIA. SLABS. 4" THICK REINF, GONG, CAP UNIT - 3" OVERHANG 92 - — - — COVERS AT EACH POOL WITH d O EL 13.m0' LOCKABLE INSECT PROOF COWERS. GRADE F GRADE MARKER. 6" MIN. / 12" WATER IN PALE FINE TO COARSE SAND SW CRAWL FIN, SPACE EL. 9"© MAX. BLIRY OVER COVERS, I ,o SAIRTI[` 1-uly �—CONCRETE ADHESIVE (2 BEADS) PITCH �- -L DROP 'T' ��F�lla 1Vll )s TOPSOIL AND SOD WATER IN BROWN BOG PT - L NV. / _ 7 —SEGMENTAL RETAINING WALL UNIT S EL. 1.5' ''CLL MIN - 9 WITH A HL SYSTEM 4'�0PIPE 9 Z 4P' R35 WITH A MINIMUM L IlDp T WATER IN BROUM SILTY SAND SM 2400 - /FT MIN. _ WITH d�A n � 9' ITCH _ _ _ _ _ " COARSE SAND 111V 60 MIL EPDM WATERPROOF m GRAVEL ALL �Rv_ n�n�pnyFn ��d� r =�� MEMBRANE ADHERED i0 WALL E DIA �1. 11 11 ll 11 n1� FIN, —FILTER FABRIC, ALL AROUND INV POROUS FILL EL 1.18' PVC PIPE 4" DIA.PERFORATED DRAIN PIPE INV - - - I- SLOPE TO DRAIN WATER IN PALE BROWN FINE TO COARSE SAND SW EL, 6.68' GROUNDWATER INV. EL. 3.3' SELECT GRANULAR EL. 6.50 1711 i LEVELING PAD Kdrawnjo—hhec7kedby:SCx1FILTER FABRIC,ALL AROUND scal_ -1I —III— �I n77 �y —Iy.. —coMPActEDSUBGRADE ' ��dQAPll9llQ�1VT �( f19 C�( �T1TPfV�(� TnStT �1T�Pf1VT1�11d7 AS MIN. BLOCK MIN 1 1 1L i V 11 11 1�1 V 11 11 1111 11 y !l 11 1V1L drawing number. NOTED WIDTH S- 1 NOTES: 1) ALL COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM MUST BE CLEARLY LABELED, IN A NOT TO SCALE E41 S E G E �➢ �GA L LO C K WALLTI VISIBLE LOCATION, INDICATING THE MANUFACTURER OF SAID COMIPONENTS. 1� C PI1V 7717/(��dlld THE PRECAST SEWAGE DISPOSAL S2.) ALL GA5TINGe AND CHIMNEYS OPS EMEINURELY ATTACHED WITH MORTAR ORDER TO PREVENT SHIFTIING OR DISPRDOWELS AGEMENTiOSCALE: 3/4" = 1 '-0" L . flJ JJ 11JJ�1 DURING BACKFILLING OPERATIONS. OR S • N.T.S. 3J ALL PRECAST PRODUCTS ARE TO RECEIVE APPROVAL FROM THE SCDHS PRIOR To USE. TEST HOLE INFOORMATION PROVIDED BY MCDONALD GEOSCIENCE 4.) ANY JOINTS IN SEPTIC TANK LOCATED BELOW LIQUID LEVEL SHALL BE SEALED WITH GASKETS OR TEST HOLE TAKEN MAY 29,2003 0 9 AM. OTHER WATERPROOFING MATERIAL (GORILLA HAIR, WATERPROOFING MORTAR, ETC) 5,) ALL PRECAST PRODUCTS SHALL HAVE A MINIMUM GOMPRESSIvE STRENGTH OF 4000 PSL STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE 6.) PROVIDE 4'-0" DISTRIBUTION CHAMBER WITH 'DIAL-A-FLOW' SPEED LEVELERS IN ORDER TO ACCOMPANYING SPECIFICATION. UNLESS IT PROVIDE ONE DISTRIBUTION PIPE TO LOAD EACH CHAMBER IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200305 PROPOSED GEROULANOS RESIDENCE GENERAL CONSTRUCTION PLUMBING ELECTRICAL 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1 . GENERAL FOR PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS AND RELATED WORK TO INCLUDE BUT NOT FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO INCLUDE, BUT NOT PROJECT INCLUDES THE REMOVAL / DEMOLITION AND RECONSTRUCTION OF AN EXISTING RESIDENCE INCLUDING BUT BE LIMITED TO, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, VALVES, TRAPS, BE LIMITED TO: INSTALLATIONS OF NEW WIRING, CIRCUITS, LIGHTING, EQUIPMENT CONNECTIONS, DISTRIBUTION AND NOT LIMITED TO EXCAVATION, FOUNDATIONS, UTILITIES, FRAMING, INSULATION, WINDOWS AND DOORS, FINISHES, SIDING, WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, APPURTENANCES WITHIN THE PROTECTION EQUIPMENT, APPLIANCE CONNECTIONS, AND CONNECTION OF ALL DEVICES WITHIN THE SCOPE OF WORK AS ROOFING, PLUMBING, HVAC AND ELECTRICAL SYSTEMS, LANDSCAPING AND PAVEMENTS. CONTRACTOR SHALL OBTAIN ALL BUILDING LINES OF THE PREMISES. PLUMBING FIXTURES TO INCLUDE, BUT NOT BE LIMITED TO: LAVATORIES, TUBS, SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT. PERMITS, UL CERTIFICATES AND FINAL C.O. SINKS, SHOWERS, HOSE BIBBS AND WATER CLOSETS. 2. CODES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE NATIONAL 2. CONCRETE - 3500 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE. 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODE(S) HAVING JURISTICTION ELECTRIC CODE (NEC), LATEST EDITION. 3. STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC - ASTM A-185. 3. PIPING - COLD/HOT WATER AND PIPING FOR AIR HANDLERS - TYPE L COPPER TUBING (ANSI H231) WITH SOLDER 3. SERVICE ENTRANCE & EQUIPMENT - 200 AMP UNDERGROUND SERVICE FROM STREET CONNECTION POINT. 4. STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ETC.) TO BE ASTM A-572 GRADE PRIME PAINTED. 5. VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK WITH TAPED SEAMS, TYPE TUBING.FITTINGS AND RSERS AND (NTS MADE MAINS TO BE 3/45NCH SOFT METAL RANCH LANES TOLW FIXTU ESUND TO BE PIPING1/2 INCH. PROVIDESPPER HUT 4 DEVICES ASSERVICE TRANCE REQURED ANDEQUIPMENT- NEWNEW ELECTRICAL(NGLE LIGHTING ASE 120-240 Y 3 POWER AND EQUIPMENTE400 AMP REQUI REQUIREMENTS. SERVICE. 6. LUMBER A. DOUGLAS FIR N0. i GRADE WITH BASE Fb = 1000 PSI AND E = 1,700,000, 19% M.C. max. OFF AND DRAIN VALVE IN THE CRAWL SPACE FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION. 5, CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS "SWITCHING B. PLYWOOD C DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14), SERVICE WEIGHT. BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS. CIRCUIT BREAKERS SHALL BE UL LISTED. SINGLE POLE 1 SUBFLOOR - 3/4" TH., C-D INTERIOR APA WITH EXTERIOR GLUE. (PL-PREMIUM GLUE DOWN WITH NAILING) PROVIDE NEW HOUSE TRAP AND PIT AND CONNECTION TO NEW HEALTH DEPARTMENT APPROVED SANITARY SYSTEM. BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. ALL CIRCUIT BREAKERS SHALL BE MARKED AND A PANEL SCHEDULE 2) WALL SHEATHING - 5/8" EXTERIOR GRADE APA, FIR PLYWOOD 5. SANITARY VENT PIPING - PVC PIPE AND FITTINGS OR AS REQUIRED BY LOCAL CODE. PROVIDED AT THE PANEL WITH A COPY TO THE OWNER. 3 ROOF SHEATHING - 24/0, 3/4 TH., C-D EXTERIOR APA, FIR PLYWOOD. 6. FLASHING - FLASHING MATERIALS TO BE 16 OZ. COPPER MIN. 6. TELEPHONE OUTLETS - PROVIDE TWO SEPARATE TELEPHONE LINES, 4 CARPET & TILE SUBFLOORS - 3/4 TH. C-D EXTERIOR APA. (PL-PREMIUM GLUE DOWN WITH NAILING) WITH 7, HOSE BIB - HOSE BIBBS TO BE NON-FREEZE TYPE WITH INTERIOR SHUT-OFF VALVE. 7. CABLE & WIRING UNDERLAYMENT - 1/4" AC PLYWOOD (FIR). B. PLUMBING FIXTURES - CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE JOB. ALL A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC C. CONNECTORS - SIMPSON STRONG-TIE OR EQUAL, ALL TO BE GALVANIZED. FIXTURES SHALL BE KOHLER IN COLOR AS SELECTED BY THE OWNER. ALL FITTINGS SHALL BE NICKEL FINISH. B. SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, CCA TREATED (.40 PCF) - WATER CLOSETS SHALL BE SAN RAPHAEL POWER LITE QUIET FLUSH, LOW PROFILE UNITS. C, FEEDERS - TYPE NNM, NMC, OR SEC KDAT. - LAVATORIES SHALL BE CAXTON WITH GROHE CLASSIC FITTINGS AS SELECTED. D. UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF - (NIC) E. SOFFITS: 3/8" EXT. GRADE A-C PLYWOOD APA. PRE-STAIN ALL SURFACES WITH SOLID STAIN TO MATCH SIDING. - BATHTUBS SHALL BE VILLAGER WITH GROHE CLASSIC FITTINGS. E. CONDUCTORS TO BE COPPER 7. ROOFING - GAF TIMBERLINE ULTRA WITH TIMBERTEX RIDGE MATERIAL, ICE AND WATER-SHIELD AT VALLEYS/EAVES. 9, VALVES - VALVES TO BE BRASS/BRONZE BODY - 125 PSIG. ALL VERTICAL SUPPLY RISERS AND BRANCH LINES F. INSULATION VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THIN, THWN, 8. LEADERS & GUTTERS - 6" COMMERCIAL ALUMINUM GUTTERS AND LEADERS, COLOR SHALL BE AS SELECTED. PROVIDE FOR SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT CRAWL SPACES. G. XHHW (PVC FOR NM OR OF CABLES), CONTINUOUS LEAF GUARDS AND ROOF HANGERS AT 30" MAXIMUM. 10. CLEANOUTS - CLEANOUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM. EQUIPMENT GROUND WIRE SHALL 9. SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OUNCE COPPER AT ALL ROOF PENETRATIONS AND WALL/ROOF 11. PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS. HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED JACKETS INTERSECTIONS, AND ROOFING. 12. PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM OF THICKNESS REQUIRED BY THE NEW YORK STATE ENERGY WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS. 10, TERMITE SHIELDS - SHALL BE .019" ALUM. WITH SEALANT JOINTS AT LAPS AND BOLT PENETRATIONS. CONSERVATION CONSTRUCTION CODE; PROVIDE ON ALL INTERIOR COLD AND HOT WATER AND AIR HANDLER PIPING. B. RACEWAY - RACEWAY TO BE RIGID METAL CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY CODE). 11. PROVIDE SILL SEALER (POLYETHYLENE) UNDER CCA STILL PLATES. 13. HOT WATER STORAGE - 60 GALLON STAINLESS STEEL TANK WI1H 2" FOAM INSULATION. CUPRONICKEL HEAT EXCHANGER, 9. OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION TO BE PVC WALL 12. FASCIA & WOOD TRIM - CLEAR CEDAR, 5/4 x 8 FASCIAS, 1 x 3 TRIM, 5/4 x 4 CASING, 5/4 x 8 FRIEZE AND OTHER THERMOSTATICALLY CONTROLLED. SUPER - STOR MODEL NO. SS-60 AS MANUFACTURED BY HYDRO-THERMAL SYSTEMS, BOXES AND NORYL CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM BOXES AND FINISHED TRIM AS SHOWN. ON THE ELEVATIONS. BACKPRIME AND PRE-STAIN ALL EXTERIOR WOOD. INC. OR APPROVED EQUAL. PROVIDE COMPLETE WITH TEMPERA111RE GAUGE AND RELIEF VALVE. WEATHERPROOF COVERS. 13. SIDING - "CEDAR IMPRESSIONS' IN COLOR SELECTED BY OWNER (BASE BID). CLEAR CEDAR SHINGLES (ALTERNATE BID) 14. CIRCULATORS - CIRCULATOR, ONE FOR EACH HEATING ZONE, ONE FOR THE WATER HEATER, AND ONE FOR RADIANT 10. SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120/277 VOLT, BACK AND SIDE WIRED SINGLE POLE, - "PERFECTIONS". PRE-STAINED WITH SOLID STAIN.(CABOT'S, BENJAMIN MOORE, OLYMF;C)- INSTALL SIDING OVER TYVEK HEAT ZONE TO BE B & G, SERIES 10, SIZED FOR APPROPRIATE GPM WITH SETTLEABLE FLOW CHECK. PIPE SIZE 1 DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED. DECORA TYPE. HOUSEWRAP WITH TAPED SEAMS. INCH. SEALS TO BE SUITABLE FOR GLYCOL SOLUTION. CONNECT PIPING TO AIR HANDLER AND BOILER. 11. EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER TRADES. 14. WALL BASE - 1" x 6" HEIGHT CLEAR PINE WITH BULLNOSE TOP EDGE. 1.5. BOILER UNIT - HYDRO-THERM , HIGH EFFICIENCY (82% AFUE), SIL FIRED PACKAGE UNIT WITH A NET RATING OF 12. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES ON ALL 15. WOOD STAIRS - MORGAN "EASTERN POINT" MODEL 857 WITH BULLNOSE STARTING STEP, NEWEL POSTS, 116,000 BTUH, AT 180 DEGREEF, 1 GPH FIRING RATE, MODEL NO. OR-140 WITH EXPANSION TANK, AIR ELIMINATOR, MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS. PROVIDE 200 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX WOOD GAURDRAIL AND BALUSTRADES AND NEWEL CAP. ALL OAK. FLOW CONTROL VALVES, RELAYS AND FEEDER. RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT INTERRUPTING - 20 AMP 125 16. INSULATION - FIBERGLASS & RIGID INSULATION. BATTS WITH VAPOR BARRIER BY OWENS-CORNING. 16. PROVIDE ONE 275 GALLON HEAVY WALL STEEL OIL TANK TO BE INSTALLED IN CRAWL SPACE ON FULL BALLAST SLAB VOLT WITH INDICATOR. REPLACE ALL EXISTING OUTLETS AND PLATES. ALL DECORA TYPE. THICKNESS AS FOLLOWS: WITH TIE DOWN STRAPS AND CONNECTIONS. PROVIDE CONNECTIONS TO BOILER WITH FILTER AND FILL AND VENT PIPING 13. PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR COMBINATION). A. 12" R-38) - BETWEEN RAFTERS (VENT SPACE ABOVE) 12" ABOVE ATTIC CEILING (FLAT AREAS) TO EXTERIOR. SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG SWITCHES, RECEPTACLES, ETC, B. 6" R-19) - EXTERIOR WALLS (16' WIDTH) 17. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. SHALL BE IN A COMMON, ONE-PIECE PLATE. DECORA TYPE. C. 4" R-11) - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNFACED. 18. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND WASTE 14. BATHROOM VENT UNITS - BROAN SENSAIRE MODEL NO. MHS120L, 120 CFM, MOTION AND HUMIDITY SENSING UNITS. D. 6R-1933 - FIRST FLOOR CEILINGS MATERIALS. PROVIDE COMPLIETE WITH LIGHTING, BATTERIES, DUCT KITS AND SOFFIT/WALL VENTS. COLOR TO MATCH ROOFING. E. 8" R-30 - BETWEEN BASEMENT AND FIRST FLOOR. F. 2" (R-10) - EXTRUDED POLYSTYRENE RIGID INSULATION, R-10 MIN. MASTIC APPLICATION. 15. LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES AS SELECTED BY OWNER. PROVIDE 17. DOORS AND WINDOWS HVAC ALLOWANCE OF $5000 FOR LIGHTING FIXTURES, HI-HATS ARE TO BE INCLUDED IN BASE BID. A. INTERIOR DOORS, SOLID FIR, 4 PANEL DOORS. STAIN/POLYURETHANE FINISH AS SELECTED. 16. SECURITY , CARBON MONOXIDE & FIRE PROTECTION SYSTEM. B. WINDOWS AND GLASS DOORS - ANDERSEN CO., "STORMWATCH" FERMA-SHIELD HIGH PERFORMANCE, COLOR AS 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED A. FIRE AND SMOKE DETECTORS SHALL BE PROVIDED IN EACH HABITABLE SPACE AND ON ALL LEVELS. SELECTED. ALL WITH SCREENS TO MATCH. PROVIDE EXTENSION JAMBS. MARINE GRADE WHITE EGRESS HARDWARE. FOR PROPER AND COMPLETE INSTALLATION OF ALL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM AND DEVICES SHALL BE DIRECT CONNECT WITH LIGHTS AND BATTERY BACK-UP. C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND BUILT- UP WOOD INTERIOR TRIM RELATED WORK. HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, VENTING, DUCTWORK, AND B. PROVIDE CARBON MONOXIDE DETECTION/ALARM SYSTEM AS PART OF TOTAL SYSTEM. 5x4 WITH EASED EDGE. MITER ALL CUTS. ALL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL 17. ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL EQUIPMENT REQUIRED BY D. EXTERIOR CONTRACTOR FOR LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS ERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMPSON OR EQUAL, AS SELECTED BY SHOWN ON THE APPROPRIATE DRAWINGS. OTHER TRADES (WITH SPECIAL EMPHASIS ON THE HEATING AND AIR CONDITIONING SYSTEM AND KITCHEN EQUIPMENT) OWNER. CAULK EXTERIOR ALL AROUND DRIP CAP AND FLASHING AT HEAD (EXTERIOR). 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODECS). SHALL BE PROVIDED AS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, AS SHOWN ON THE DRAWINGS AND 18. CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR. SPECIFIED. 3. HEATING & COOLING SYSTEM - PROVIDE A TWO ZONE HEATING SYSTEM - EACH ZONE SHALL BE COMPLETE WITH 19. ADHESIVES - PL PREMIUM AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN ADHERING PLYWOOD SUBFLOOR DUCTWORK, HEAT EXCHANGERS, AIR HANDLERS, REGISTERS, GRILLES, CONTROLS AND RELATED ACCESSORIES. EACH AIR 18. CABLES - COORDINATE TELEPHONE AND CABLE RE JACKS, AND SECURITY CONNECTIONS AND BE SCHEDULED WITH THE TO FLOOR JOISTS). HANDLER IS TO HAVE HEATING AND REFRIGERANT COILS. CONTRACTOR TO PROVIDE FABRICATION DRAWINGS OF SUPPLY OWNER AND THE LOCAL UTILITY COMPANY. .AS REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT, DELIVER TO OWNER TWO 20. HARDWARE AND RETURN DUCTS, INCLUDING SIZING, ROUTING AND SUPPORT TO SATISFY THE REQUIREMENTS OF EACH ZONE. NO (2) COPIES OF A CERTIFICATE FROM UL AND LOCAL AUTHORITY, SHOWING ACCEPTABILITY OF WORK DONE UNDER THIS A. LOCKSETS - SCHLAGE LEVER, TYPE. FUNCTION TO MATCH SPACE UTILIZATION. FINISH AS SELECTED. WORK SHALL PROCEED WITHOUT THE APPROVAL OF THE FABRI'ATION DRAWINGS BY THE ARCHITECT. CONTRACT. B. HINGES - HAGER, STANLEY OR EQUAL - BALL TYPE FINIALS, REMOVABLE PINS. _ ZONE 1: FIRST FLOOR - 1.5 TON TRANE AIR HANDLER WITH TRANE CONDENSOR UNIT. 19. CENTRAL VACUUM SYSTEM - AIR-VAC MnrEL 180 OR EQUAL. PROVIDE OUTLETS AS SHOWN ON THE DRAWINGS C. MISCELLANEOUS - STANLEY (CAB. PULLS, ETC.). ZONE 2: SECOND FLOOR - 2.0 TON, TRANE AIR HANDIER UNIT WITH TRANE CONDENSOR UNIT. THROUGHOUT THE RESIDENCE. D. STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES. 4. THERMOSTATS - THERMOSTATS TO BE HEATING/COOLING, DAY'NIGHT SET BACK, DIGITAL, ELECTRONIC 20. POWER INTERRUPTIONS - ALL REQUIRED -OWER, TELEPHONE, AND CABLE TV INTERRUPTIONS SHALL OPERATIONAL CHECKS TYPE WITH CLOCK. CONTROL WIRING BY HVAC CONTRACTOR. WITH THE RESPECTIVE COMPANIES. 21. GYPSUM BOARD A. INTERIOR WALLS AND CEILINGS, 1/2" THICK, TAPE AND SPACKLE ALL JOINTS, 5. DUCT WORK - DUCT WORK TO BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS INCLUDING TRANSITIONS, 21. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. B. BATHROOM WALLS AND CEILINGS, KITCHEN AND LAUNDRY ROOM BACKSPLASH AREAS , 1/2" THICK WR, TAPE AND BENDS, TAKE-OFFS, ETC., DESIGNED FOR MINIMUM STATIC LOSES, DUCT MATERIAL TO BE GALVANIZED SHEET METAL 22. GROUND RODS - GROUND RODS SHALL BE 5/8" DIA. BY 8' LONG COPPER WELD AND SHALL MEET ALL THE REQUIREMENTS SPACKLE. OF 26 GAUGE UP TO 24 INCHES WIDE AND 24 GAUGE ABOVE 24 INCHES WIDE. SEAMS AND JOINTS SHALL BE SUCH AND PROVISIONS OF THE NEC. C. WONDERBOARD FOR TUB SURROUNDS AND TILE SHOWERS. THAT LEAKAGE IS NOT MORE THAN 3%. DUCTS SHALL HAVE RIGID FIBERGLASS ACOUSTICAL AND THERMAL LINERS, 2 23. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS D. BOILER AREA WALLS AND CEILING, TYPE X, 5/8' THICK, TAPED AND SPACKLED. INCH THICK FOR SUPPLY AND 1/2 INCH FOR RETURN, AND WASTE MATERIALS. 22. CERAMIC TILE FLOOR TILE & WALLBASE - AS SELECTED BY OWNER. PROVIDE $3000 LABOR AND MATERIAL ALLOWANCE. 6. FILTERS - FILTERS SHALL BE SPACE GARD, MODEL 12200; HGH EFFICIENCY UNITS. EIGHT INCH DEEP PLEATED 24. PROVIDE WHOLE HOUSE SURGE PROTECTION UNIT TO PROTECT THE MAIN PANEL. 23. CABINETS & BATHROOM VANITIES - CUSTOM QUALITY WITH COUNTER TOPS. UNITS SHALL INCLUDE BATH VANITIES, UNIT, RATED AT 99% EFFICIENT WITH 6 MICRON SIZE PARTICLES. KITCHEN CABINETS, LAVATORY STORAGE UNITS, LIBRARY BUILT- IN UNITS. PROVIDE BID FOR MATERIALS, FABRICATION AND 7. HUMIDIFIERS - APRILAIRE, MODEL 550, BYPASS TYPE INSTALLID ON RETURN SIDED AIR HANDLER, PROVIDE 6-INCH INSTALLATION. DIAMETER METAL DUCT WITH DAMPER FOR SUMMER OPERATIOK, AND LOCATE HUMIDISTATS IMMEDIATELY ABOVE 24. PAINTING THERMOSTAT LOCATIONS; PROVIDE WITH CONDENSATE DRAIN TO GRADE. I A. EXTERIOR WALLS - WOOD SIDING, SOFFITS, FASCIA AND TRIM - SOLID STAIN, TWO (2) COATS. COLOR AS SELECTED. 8. DIFFUSERS - SUPPLY DIFFUSERS TO BE CARNES OR EQUAL. 1DJUSTABLE OPPOSED BLADE DAMPERS. WHITE. B. INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN 9. RETURN GRILLS - HART & COOLEY OR APPROVED EQUAL. WHITE. I FINISH. BENJAMIN MOORE. 10. DUCT WORK - DUCT WORK TO BE INSTALLED TO BE FREE FROM VIBRATION, AND SUPPORTED AT 4 FT. ON CENTER ` C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH, POLY OR COLOR AS SELECTED. MAX.. DUCT JOINTS SHALL BE PROPERLY SEALED 1 INCH ON EACH SIDE OF JOINT. PROVIDE ISOLATION PADS AND DRIP BENJAMIN MOORE. PANS WITH CONDENSATE PIPING TO EXTERIOR FOR ALL AIR HANDLER UNITS, 1 PROPOSED 2 STY. FR 25. BATHROOM ACCESSORIES (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR). 11. VOLUME DAMPER - PROVIDE VOLUME DAMPER, OR OTHER APPROVED AIR BALANCING DEVICE, WITH INDICATING AND 1 REBID. A. TWO (2) TOWEL BARS/BATH LOCKING QUADRANT. PROVIDE AT EACH MAIN DUCT, AT EACH DUCT TAKE-OFF AND AT EACH NECK TO INDIVIDUAL B. TOILET PAPER DISPENSER - ONE (1)/BATH DIFFUSER OR REGISTER IN SUPPLY, RETURN OR EXHAUST DUCT. C. ROBE HOOKS - TWO (2) /BATH 12. KITCHEN EXHAUST HOOD VENTING - CONTRACTOR TO PROVIDE EXHAUST DUCTWORK, FILTERS AND CONNECTORS FROM 100.02' ,sl /1 D. BATHTUB / SHOWER DOORS - ONE (1) EACH UNIT. HOOD TO EXTERIOR SIDEWALL WITH RAINCAP AND DAMPER. SEL WALL PENETRATION. � N 86' 4T 40' E Q 26, LIVING ROOM FIREPLACE UNIT: STONE EXTERIOR MASONRY WITH FIREBRICK, ASTM C-27 OR C-1261 WITH MEDIUM DUTY 13. ACCESS DOORS - PROVIDE ACCESS DOORS AS REQUIRED FOR COILS, FILTERS, DAMPERS, AND OTHER EQUIPMENT THAT La e1 - REFRACCTORY MORTAR, ASTM C-199. PROVIDE CLAY FLUE TILES INSTALLED IN ACCORDANCE WITH ASTM C-1283. PROVIDE REQUIRE PERIODIC SERVICE. DOORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK AND CONSTRUCTED SO H _q 20'-0" O . 4" x 4" x 5/16" LINTEL ANGLES, SMOKE DAMPER, AND GLASS DOORS TO FIT OPENING. 4" THICK MIN. REINF. CONCRETE AS TO MINIMIZE LEAKAGE. 40,0' HEARTH WITH #5 BARS AT 12" O.C.E.W. RECESS FOR SLATE HEARTH INSTALL TWO 3/16" x 1" GALV. STRAP ANCHORS 14. HEATING & AIR CONDITIONING SYSTEM - HEATING AND AIR COIJDITIONING SYSTEM SHALL BE COMPLETE WITH ALL 40-0" O FASTENED WITH 2 1/2" BOLTS TO DOUBLE RAFTERS. PROVIDE FRESH AIR INTAKE AND ASH DUMP CLEAN OUT IN CRAWL NECESSARY COMPONENTS AND ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF EQUIPMENT SHALL BE APPROVED BY SPACE. PROVIDE 24 GAUGE ST. STL. RAIN CAP / SPARK ARRESTER. THE ARCHITECT. CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF COMPLETE SYSTEM. 0 27. CARPET - SUPPLIED AND INSTALLED BY OWNER. 15. COMPLETION .- AT THE COMPLETION OF THE WORK, ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS SHALL BE 1 28. APPLIANCES - GE SIDE BY SIDE REFRIGERATOR, ST. STL PREVENT SYSTEM DISTRIBUTION OF DUST AND DIRT. SYSTEM SHHAALLLL BE LEFT WITH CLEAN FILTERS. . MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTEES, AND INSTRUCTION TO OWNER. THERMADOR DOUBLE CONVECTION OVEN AND COOKTOP UNITS PROPERLY CLEANED AND LEFT IN FIRST CLASS WORKING GOND ALL DUCT WORK SHALL BE LEFT CLEAN TO �/ 1 1Nes1 1 WITH HOOD AND EXHAUST FAN, KITCHEN-AID DISHWASHER. MAYTAG WASHER AND DRYER. PROVIDE ALLOWANCE OF $5500 FOR PURCHASE AND DELIVERY. CONTRACTOR TO INSTALL. 17 ---_-- 17. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND 29. CULTURED STONE: PROVIDE GRAY COBBLEFIELD CULTURED STONE VENEER STONE OVER WEATHER BARRIER AND GALV. LATH WASTE MATERIALS. � ' � WITH STUCCO BASE COAT. STONE AS MANUFACTURED BY STUCCO STONE PRODUCTS, INC. N 30. CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION, AND AT COMPLETION OF PROJECT PROVIDE ' Xkm," `� p1 8' lU1DE DRIVEWAY FINAL "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY NECESSARY PAINT TOUCHUP. 31. GENERAL NOTES A. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING AND ENERGY CONSERVATION CONSTRUCTION CODE, \ TTS 1x1 5 86' 41' 40" 100.02' AND THOSE OF THE LOCAL GOVERNING AUTHORITIES. B. SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSF. - p� ,�1� Qr�' C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. WARD ASSOCIATES/ R m C D. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL. WARD \ m E. STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION AND CONSTRUCTION OF STEEL SITE DATA FOR BUILDING OF THE A.I.S.C. ASTM A-572. F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE N.F.P.A. AND THE WOOD FRAMING CONSTRUCTION MANUAL - HIGH WIND EDITION. ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS SCTM# 1000-43-4-44 G. DOUBLE JOIST UNDER PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS, AND AROUND OPENINGS. IM-INTERTIDAL 135 BAY ROAD H. WOOD SILLS SHALL BE ACO TREATED, .40 PCF, KDAT 15. PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS AT 4'-0" D.C. 1 500 LAKE LAN D AVE N U E �� 5002.0 ORT, N.Y. MAX. PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE 1'-0" FROM CORNERS MAX. INSTALL WITH 3" SQUARE x v /// MARSH LINE \ SITE AREA: R-40 0 3/16" THICK WASHERS TYPICAL. BOHEMIA, N . 1 , 11716 ( ZONE: R-40 I. PROVIDE GALVANIZED CONNECTORS OF ALL BUT STRUCTURAL CONNECTIONS. - FEMA ZONE: AE-10 J. CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, PLUMBING, AND O \ VENTING. (631 ) 563-4800 K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF THE PROJECT. 4800 `� L. CONTRACTOR TO DO ALL PATCHING NECESSARY TO REPAIR DAMAGE MADE DURING CONSTRUCTION ACTIVITIES, PATCHING TO fax (631 ) 563- / P,"). ., q MATCH AND MEET FLUSH UNLESS NOTED OTHERWISE. / » 'Y" I PLOT PLAN M. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION. SCTM 1000-43-4-44 N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED. P. PROVIDE ONE ROW OF 5/4" X 3" WD. CROSS BRIDGING FOR EACH W-0" OF SPAN. - " Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT. / NOTE; INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY PAYED 10-28-92 B'Y RODERICK VAN 7UYL, L.O. 14'-0" 6'-0" 14'-0" 3'-0" CIS All C15 GIS plL. Oil BA�- 4'p 6'-0" 4" 2' lI 10'-10" 4 4" IGL. STAIR am 6" T v 5'-4" 6 SL. :o I °SL. GLI' J N N 0 DRS r O x _ N z a e a ti a x @ 55 UP - A BEDROOM *2 16 M.S. 14R 2 BEDROOM *1 a a 28 m 28 m 0 - (3) 2XIm GIR (3) 2XIm GIRDER e N N - h 2a CONT 3x8 CGA BOLTED LEDGER II'-2" 4" 5'-4" 4" 2' '� 6'-0" W/ CAP FLASHING AND GAl CON S 5mBIFLD."' BEDROOM *34" DN. v - DRS.- y CLI. 6 SL, m A.S. 4 R O - DRS. 3 STANLEY 'PRODIGY C"1 DOORS Seal: z L_AU_ND. a Sm U N x - 2 5HL V5. ABO E U O q x ,., p 11% U CEDAR x N U RAILING-� / N � N I Y 9 e 6x6 ..;ti-;t-:,• 416L. 2 ENCASED a DRS. 4" �5'-4" 4" 6'-0" (2) 2X10 CCA w/ 1/2" ST. STL. PLATE 0) sig e sae y r BETTER HEADER OUTDOOR GIRDER OFA G 15 ❑l PROVIDE a INTAKE AND EXHAUST LOUVERS AS Qi -E AOOPIPLIMICE 5-IB-04 REQ'P WARD ASSOCIATES Landscape Architects, g'-6" 6'-0" B'-0" 3'-10" 5'-0" Architects, Engineers 3" 6' 1500 Lakeland Avenue Bohemla, N.Y. 11716 am'-m" a'-m" 3T'-m" (631) 563-4800 TiT 1TTT � -3" 45 West Main Street 2 Ild II Il� g "T Ila Ifs 0 U Il� ED D A 1VT T/W EL. +S.i4 Little F(315) 823-438411716 A. 1 SCALE 1/4"=1'-0" - - - - - - - - - - - - - - - I :.. . .,4 . . : :.. - • - - - P 1 title. ,... .,.•,..., _�:.:.....:::... -: roe _ ,•,:. b CCA 2x10 WOOD TREADS, .'2 2x4 ARw, 2 x12 STRINGERS, 2" DIA. PROPOSED I R HANDRAIL EACH SIDE 3 1/2" STEEL COLUMN WITH 9 a' U TOP AND BASE PLATEII - - II U .:d RESIDENCE PITCH FLOOR TO U _ ON 30" SQ. x 16" THICK P. for the CONC. FOOTING. TYPICAL N _ - SUMP PIT J, B - _ `2> x 1 e o �I o �J x 9 6" x 12" CONC. PAD GEROULANOS UNDER BOTTOM - FAMILY STRINGER UNDER TREX ENTRY STAIR. m _ �L - , m 4" DEEP CONNECT STRINGERS AT 24" O.C. WITH GALV =: 4" DEEP 1 - _ " BEAM .: BEAM (2) 2XIm HDR POCKET 13'-6" CLIP ANGLES TYP. "• POCKET I e e (4) 2XIm GIRDER (4) 2XIm GIRDER (4) 2XIO GIRDED J - GREENPORT, N.Y. drawing title: p CONT 3x10 CCA BOLTED LEDGEf� n \ ' W/ CAP FLASHING AND GALV. CC INS I I ¢' CRAWL SPACE PROVIDE 24" SQ. x IS" _ Il4 QDiIJaTDDI�`Il°IIQDaT9 DP. SUMP PIT WITH I qhs. 4" REINF. CONC. SLAB PUMP PIPED TO �l 'v 9 O J`r•�L\ W/ 6x6/10/10 WWF. EXTERIOR DRYWELL. U U L y7r �y pfl° yTr x S - PITCH FLOOR TO 0 0 - Il+ llIlUa� ll Il+ eQDQDIlU SUMP PIT S.. 25'44' C.O. OOR L "• (2) 2XIm CCA w/ I/2" ST. STL. PLA p .9 BETTER HEADER OUTDOOR GI J drawn b checked b r• . :>.r...'.._:,.:,; y: y: n - - =, - _ LMP SCx - - - - - - - 4444 - r-- ' 5/8" DIA. ANCHOR BOLTS date: SCOI6: FA.I. FOR F.P. <�'�'r�''• �� 4`: ��" o 4'-0" O.C. 4 12" FROM l-1 -O3 AS NOTED 8" x 16 SMART-VENT' L - - - - - - - - CORNERS WITH 3" SQ, x FOUNDATION FLOOD 9/64" GALV. PLATE drawing number: VENTS. (6 WASHERS TYP. LOCATIONS) 6'-4" -4" 1 V.011 26'•6" 12'-6" OF 0' 40'-0" 0 'R STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE TT�� TTT T� (� �T T� TT (� ACCOMPANYING SPECIFICATION. UNLESS IT 1 I 0 ul d �'T D A IT H qD d VT RD I A d VT PROFESSIONAL. DIRECTION SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE A. 1 SCALE 1/4"l FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 10'-0" CONT. CORAVENT PROVIDE GALV. STRAP TIES AT RIDGE VENT EACH RIDGE CONNECTION SEE. DWG. A-5. TYPICAL ROOF I •rl �� ARCHITECTURAL ASPHALT 1 r� � SHINGLES, 30 " FELT, 3/4" EXT. LINE OF SHT. MTL, ,'./ I \ GR PLYWOOD SHEATHING, 2x12 ROOF SADDLE AT -�,l �, %/ RAFTERS, 2x10 BOLTED CHIMNEY :-� ATTIC COLLAR TIES. (3) 5/8"' BOLTS PER CONN. R-38 INS. 12 PROVIDE H1 I 1 INSULATION BAFFLES HURRICANE TIES AT EA. JOIST / PLATE /. 10 AT EACH JOIST I '� SPACE TYPICAL _ h CONNECTION. TYP. �''. ,i�-�-' PROVIDE 'ICE 4 WATER SHIELD AT ALL EAVES, INTERSECTIONS AND CEDAR FASCIA, FRIEZE, 4 TRIM, SHT. MTL. DRIP EDGE ------------� AND GUTTERS AND _ = LEADERS. . —�r.',;� r----------T INSUL. CASEMENT / \ // A V WINDOWS TYP. VENTED PLYWOOD „ a CREAT ROOM SOFFIT WITH I"X2" OSTAIR EDGE TRIM. LINE OF WINDOW �d " r \ / m \ / BEYOND �+ o Ji J. +___ _ ----J B , SBOI: TYPICAL WALL: - -.S En Eu r,R�� CEDAR SHINGLES, � I - TYVEK, 5/8" EXT. GR. SHEATHING, I:2x6 STUDS AT 16" O.C., R-19 INSULATION, 1/2" GYP. BRD, 3 COAT SPACKLE AND PAINT FINISH. OF (2nx6 CCA SILL PLATE _ WRM WITH TE . SHLD, SILLFSI-�a,ccrmu,rwce s-ie-ma SEALER AND 5/8" A.B. AT -" j h '6MAR4VENT' 4'-0" O.G. W/ 3x3x3/18" ,�- t _ .y ENGINEERED FLOOD KITCHEO CHANGE e-1-03 SQ. WASHERS TYP. .,� -� i, `A CRAWL SPACE VENTS (5 TOTAL) = SLEV.+,.G WARD ASSOCIATES 8" POURED CONCRETE ELEV.+6. Landscape Architects, FOUNDATION WALL WITH \` 6 L p c CONTINUOUS MEMBRANE '.•; 4" P- GONG. SLAB Architects, Engineers WATERPROOFING. OVER 6 MIL VAPOR A JJ CULTURED STONE RETARDER ON 1 15O0Lakeland Avenue VENEER ON EXPOSED POROUS FILL. FOUNDATION A GRADE. TYP. BOVE FOUNTDATTIION DRAIN TO Bohemia, N.Y. 11716 TO 8' l'-2" 9'-10" b'-0" 5'-10" B'-2" 3'-0' q (631) 563-4800 DIA. X 8' DP DRYWELL. 45 West Main Street 2 FI1V RD d(Y N (2) 'Rp Tli R) (Eb j�4 0.N n-0 " T TT �T LINE ROOF OVERHANG 11 Jl 11 1 Nl Ian V 1J Jl iJ ll Q ll ll Q� 1 N �– — — little Falls,315 823-438411716 A- 2 0 2' 4' 8' C, 135 AI CIS C15 G15' project tMe: SCALE: I/4" - I'-0" RE a DW. j HARDWOOD STAIR WITH " ESATH POPLAR RISERS,—OAK -- STA IR TREADS AND RAILINGS K O 4„ 5,_4„ - 4" b'-Im„ 4" 0 3'_2„ - o PROPOSED m 30x48 x — - 2 i SKLT. I = N Nu N u 5K T. x S 0 RESIDENCE p ABOVE K U 0 m _ ABOVE @ N 0am O K O ci._ O `�° L — L x O or the Q Z - - _\ °� e x e r (2) 1 3/4" x 14" M.L. RIDGE ABOVE I g " - - _ -- , a , N s -- A = — . — — — . _ bl = GEROULANOS KITCHEN ® 2 x - N No - FAMILY 42" HT. WALL U u - - EN Do p rS ISLAND WITH Ma. µry m x !� CABINETS - PROVIDE DUCT m " BELOW TO P U t p ACESS TO CHASE 13'-b" MATCH o � z UNIT ABOVE GREENPORT, N.Y. Q W (3) 2 x 12 / 1/2" PLYWD. e a — N Q 1 3/4" x 14" M.L. RIDGE ABOVE o ® – – – – – – – – drawing title: `" pU e "e FWG6068R � J m b �CIRa0 ABOVE =1� GREAT ROOM N (PE EREDTON 2IM1 71 DD 7100T% pN U LINE OF CEILING BREAK II�� x Cl OPEN vN Nyy `3� = x � N m �lD I DECK _ _ ---- � n�DeQaFDYllQU1VTay fY 0L CO (P/E4" x 4" CEDAR OIF TREX_--- m O t� m LETTE DECKING ROVER T-6 12'-b" 30x48 iq I'•O" 3,_0„ I'-0' B,_ „ rEMBRANE ROOFIN�. -- - SKLT. LABOVE = – ---__- – drawn by: checked by: L —C 15 — C 15 J ;' ® C 15 b J LMP SG date: scale: PROVIDE 2" CLR 1-16-03 AS NOTED TO MASONRY TYP. drawing number: b,-0„ 2'-Ou b'-O" 8'-0" 3'-10" 5'•0" 3'-II" b„ 3 Aol"D 26'-b" ' " OF 4O,_0, STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE LESS IT I A '1 VT SCCNG UNDER THE DIRECTION IOF AULICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL A. 2 SCALE 1/4"=V-0" MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 LINE OF CHIMNEY BEHIND COR-A-VENT RIDGE VENT WITH WIND SHIELDS TYP. — I OPERABLE SKYLIGHT WITH TEMP. — INSULATING GLAZING. ANDERSEN 'STORMWATCH' CASEMENT AND / \ \ O' CEDAR IMPRESSIONS CIRCLETOP WINDOW UNITS i / SHINGLES WITH BEADED WITH AZEK CASING TRIM CORNER BOARDS OVER AND SHT MTL. DRIP CAPS \ / / "ICE 4 WATER SHIELD TYP. \� / UNDERLA'TMENT IS" EACH SIDE OF CORNERS. TYP. I I — — seal: FRED A,, 5/4" x 10" AZEK BANDi ��cE ^� FFF/ FASCIA WITH SHT. MTL. DRIP CAP, GRADE AS ADJUSTED TO COVER NEW SEPTIC TANK µ / n BLEND DOWN TO EXISTING GRADE AT 1:4 TYPICAL. / 'SMART-VENT' ENGINEERED \ IF O, \� FLOOD VENTING UNITS TTP. �-- _ I I ELEV.+11 FEMA COMPLIANCE 5-IB-04 CULTURED STONE FOUNDATIGN OVER 8" P. Q awreR cHANc.E a-i-o3 FOUNDATION WALLS TYP. WARD ASSOCIATES ELEv +6.5 _ _ _ _ _ _ _ _ _ Landscape Architects, .— — — . .— — .— — . — — — —. — . — — .� .. — — LIRE OFP-GONG, — l-� FOUNDATION AND FOOTING Architects, Engineers - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1500 Lakeland Avenue Bohemia, N.Y. 11716 COR-A-VENT RIDGE T.C. FLUES, (631) 563-4800 VENT WITH WIND CONCRETE WASH SHIELDS TTP. AND PRECAST CHIMNEY CAP OVER 45 West Main Street �� -1T �� FIl� QD �T PRE-FINISHED CEDAR OR 1 WALL FLA AL THRU LJ1'FIB FQIIS, New York 11716 fAZEK FASCIA, FRIEZE AND ' b.; ! wALL FLASHING. (315) 823-4384 (A!— TRIM WITH SHEET METAL 0 2' 4' 8' DRIP CAP TYP. 1 „, _� � protect title: ' 1C )\ 12 SHEET METAL ROOF SCALE I/4" I'-0" 12 SADDLE OVER 3/4" 10 10 �� /� 'l EXT. GR GGA OPERABLE PLY01D. PROPOSED SKYLIGHT WITH TEMP. -`, / RESIDENCE INSULATING GLAZING. 'I 1 ') - '- - - ' for the GEROULANOS FAMILY ANDERSEN 'STORMWATCH' CASEMENT AND CIRGLETOP WINDOW UNITS WITH AZEK CASING TRIM GREENPORT, N.Y. AND SHT MTL. DRIP CAPS TYP, drawing title: Yl, ! CEDAR IMPRESSIONS t SHINGLES WITH BEADED CORNER BOARDS OVER "ICE 4 WATER SHIELD aTQDIlnFIl`IIII dd ➢,A%RrT 5/4" x 10" AZEK BAND— SIDE OF CORNERS. EACH { 4 P v 5 T " ➢�Il�D�� Il IIQDQ� FASCIA WITH SHT. MTL. DRIP CAP, ANDERSEN 'STORMWATCH' CASEMENT WINDOW UNITS WITH AZEK CASING TRIM AND SHT MTL. DRIP CAPS TYP. ELEV.+11 ( — drawn by: checked by: CULTURED STONE LMF 6G - _ _____FOUNDATION OVER B" P. date: Scale: - ---- — / �. .., CONC. FOUNDATION WALLS -16-03 4e NOTEp TYP. ELEV.+T.0 i' drawing number: ELEV.+6.5 �� LINE OF P. CONC, C,_ _ FOUNDATION AND - - - - - - - - - - - - -- — - - - - - - - - - - - - - -I- - _J FOOTING 'SMART-VENT' ENGINEERED 1S O Q 1/ OF FLOOD VENTING UNITS TYP. �T 2y ¶ �� \� Vn5 L-0 Ld �� T � YI1V Q➢ ANYTHING PROHIBITS NNITHISA DRAWING AND%RTETHE v AY ll ll ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED A_ 3 0 y 4' S' PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SCALE: I/4" I'-0" DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 T.C. FLUES, CONCRETE WASH AND PRECAST CHIMNEY CAP OVER SHEETMETAL 7HRU WALL FLASHING. ANDERSEN 'STORMWATGH' I I I Li I i I k li it_� �I CASEMENT AND / / / - L1 i1 1- III _"_,I�1_ ILII ANDERSEN L II L 1 II_�.I ]I d / / / 'STORMWATCH' SLIDING GIRCLETOP WINDOW UNITS / -1 J WITH AZEK CA51NG TRIM DOORS WITH AZEK AND 5H7 MTL. DRIP CAPS L I, ! I 1'' -.,1 i� _ CASING AND SHT. MTL. \ \ \ ]I_ 'd_4 11 I 1 I'._�_ TYP. DRIP CAP.\ \ \ CEDAR RAILING SYSTEM AND NEWEL POSTS 1,v lI i III11 �� Il_I? 1 � III . � fi I_J' ILII I II I_- T '� � � dill II 11 ' I_� 9 ' ll -_i 5/4" x 10" AZEK DECK SOO : U ILI I I FASCIA. CUT SCUPPERS i- FaUo ANDERSEN STORMWATCH' II ALLOW DRAINAGE OF CASEMENT WINDOW UNITS q kON\ ROOF MEMBRANE WITH AZEK CASING TRIM \ �1 111 " 1 _ LI J ILL JI_ Il l Iii_ I_2 BEHIND. CAPS AND 614T. MTL. DRIP s TYP. CEDAR RAILING SYSTEM AND NEWEL POSTS D,� CULTURED STONE ELEV_+11 ofF NrwjO� ' . FOUNDATION OVER 6" P. CONC. FOUNDATION WALLS TYP. / \ ELEV.+7.0 FETIA GOMPLIPNOE 5-IB-04 - . - - - — - - - - _ - . - .. - i- - .-. - - - - - - .. - - - - - . - ELEV.+6.5 Q a.HNeR wau�Ee a-I-ms SMART-VENT' ENGINEERED FLOOD VENTS ��' - -'�. _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WARD ASSOCIATES - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L -� Landscape Architects, Architects, Engineers 1 � QD �JPIl" IIIl �a 1 24 7' ArTN017 1500 Lakeland Avenue TYPICAL ROOF: 0 2' 4' S' Bohemia, N.Y, 11716 ARCHITECTURAL ASPHALT (631) 563-/x800 SHINGLES, 30 " FELT, 3/4" EXT. CONT. CORAVENT COR-A-VENT RIDGE GR PLYWOOD SHEATHING, 2xI2 RIDGE VENT SCALE: 1/4" = I'-0" VENT WITH WIND 45 West Main Street RAFTERS, 2x10 BOLTED ARCHITECTURAL ASPHALT SHIELDS TYP. COLLAR TIES. (2) 5/a" BOLTS T.C, FLUE, CONCRETE Little FQIIS, New York 11716 PER CONN. SHINGLES, 30 *FELT, 3/4" EXT. WASH AND PRECAST 12 12 GR. PLYWOOD SHEATHING, 2x12 CHIMNEY CAP OVER (315) 8234384 RAFTERS W/ STRUCTURAL SHEETMETAL THRU 10 10 PRE-FINISHED CEDAR 2" x 10" CEILING TIES AT IL" RIDGE. WALL FLASHING. FASCIA, FRIEZE AND TRIM project title: O.G. DOUBLE AT 48" O.G. 36' WIDTH OF 'ICE AND WATER f I WITH SHEET METAL DRIP SHIELD' AT EAVES AND _-I I L CAP TYP. WITH (3) 5/5" DIA. BOLTS VALLEYS TYP1-' AT EACH END. 1 G11 . R-38 INSUL. . COR-A-VENT RIDGE VENT WITH WIND PROPOSED 211 x roll BRIDGIN BLOCKING / KIWI II v SOFFIT WITH I"X2" 6XEE 1- METAL CCA ROOF r�11 111 I,I_ SHIELDS TYP. RESIDENCE I_. LII- L4-0� T[�('P'L VENTED PLYWOOD SADDLE OVER 3/4" Ill�il11 LI I 1 l II - - .L ! 111 II,Ij 1 forthe / \ 1 17( Lpp. , 1 1 1 1 J��r - - - - - OPERABLE / \ EDGE TRIM. PLYWp. 1. 1Li lel IL ' 11 11 I I �_ VENTING 3KLT, ABOVE WITH �I r 11 �[ I_ [711 CIS LL IL SKYLIGHT WITH TEMP. GEROULANOS INSULATED TEMPERED 12" GYP. -' T .I 1C I1 I L1 ` 1 lI INSULATING GLAZING. DBL. M.L. GLAZING AND SPLAYED GIRDER BRD. TYP. 1 l ! IlrIYlyill GYP. BRD. SURROUND ON B CEDAR FASCIA, LI 1 INTERIOR. _ FRIEZE, < TRIM, SLIT. - MTL. DRIP EDGE AND GUTTERS AND LEADERS. \ ANDERSEN GREENPORT, N.Y. LSI 6`r� 1 \ STORMWATCLI' S (DING ISH Ln� � I "LL 1 / A ANDERSEN 'STORMWATGH' / DEN NSUL. CASEMENT DOORS WITH AZEK 4 T_ I? r�l_ J7f / \ CASEMENT AND drawing title: CASING AND 6HT. MTL. ,�� I L / A \ \ / WINDOWS TYP. CIRCLE70P WINDOW UNITS KITCHEN CABINETS AS _ ! WITH AZEK CA51NG TRIM SELECTED BY OWNER. \ \ / DRIP GAP. I �III � IILTIIIL, KITCHEN = CEDAR RAILING SYSTEM I� L 1L _lIJ`T \ / AND SHT MTKI%L. DRIP ❑ AND NEWEL POSTS WITH \\ CAPS TYP, 2QULLJ TET d� "Ary'S"T TYPICAL WALL: 5/4" SQ. BALUSTERS AT TYPICAL WALL ni1 TUr�UTTIIJ 11 (A� np iiii nn CEDAR IMPRESSIONS 4" O.G. TYP. EDAR SHINGLES, TYVEK, llrLell��yF1LFll9ll QUQT� - ---- a — SHINGLES, TYVEK, _ _ _ -- SHEATHING,19," 9,x6 5/4" x 10" AZEK DECK . I 1 ILII II 1, p_ L,LJ J II- SHEATHING, __- l CR-19 BIRD.INSULATION,GOAT FASCIA. CUT SCUPPERS f1�1�4� 4 H I . � � 11 I i` - -PANAFp gA KL" O.G., R-19 2" x 10" FLOOR JOISTS AT 1/2" GYP. _ _ _ _ IL" O.C. DOUBLE AT BRD. TYP. -- L Ir Ll ,L,II� " I, 1L(L ! L1 GYP. BRD. _ILII J �T ! 1 COAT SPACKLE AND OPENINGS AND SPACE AT i __ 1 12" O.C. AT BATH AREAS / TO ALLOW DRAINAGE OF u \ SPACKLE AND PAINT H. -- � ROOF MEMBRANE BDRM HAL(_ BDRM FINISH. BEHIND. HARDWOOD FLOOR OVER / l V� LIJI- IIILL! / \ ANDERSEN 'STORMWATCH' ROSIN PAPER ON 3/4" EXL L r1L I ,II T f� Li,7_1 \ """""` _ L] 1 ILII f _i 1 \ / CASEMENT WINDOW UNITS GR. TtG PLYWD. ,_„________„ (2Y2x6 CCA SILL PLATE CEDAR RAILING SYSTEM �� -¢ L�` � LZl ,` -li \ / WITH AZEK CASING TRIM WITH TERM, 5HLD, SILL AND NEWEL POSTS WITH l \ / AND SHT MTL. DRIP CAPS drawn by: checked by: WD. 5A5E ` SEALER AND 5/6” A.B. AT 5/4" SQ. BALUSTERS A7 TYP. I-I�"IF SC-1 J L1-------------- 4'-0" O.G. W/ 3x3x3/I6" 4" O.G. TYP. L 'I a - 5Q. WASHERS TYP. L, ? date: SCOIe: L" CCA POST WRAPPED 1 ELEV.+tI l-1�0-(03 AS NOTED " - - - WITH WEATHERWATCH 2" x 10" FLOOR JOISTS AT F CULTURED STONE AND FINISHED WITH drawing number: O O.G. DOUBLE AT P? \ LINE OF 5%, CULTURED STONE. FOUNDATION OVER B" P. OPENINGS AND SPACE A7 '" a ELEV.+9.0, TYPCON. FOUNDATION WALLS ® L.C. AND 12" O.C, AT BATH AREAS -, GIRDER N TREX DECKING AND STEP 1M 8" POURED CONCRETE R SURFACES, AZEK RISER T — — — — OVER CCA STRUCTURE _ ELEV.+6._5_ FOUNDATION WALL WITH — — — — — — . — .—.. — _ — _ . — — — — —..— — — .t . — _ _ Q� CONTINUOUS L" ADS L — — J L _ — J 8" x IL" SMART-VENT' " CONTINUOUS MEMBRANE Q FOUNDATION DRAIN TO 5' Q FOUNDATION FLOOD VENTS WATERPROOFING, LINE OF P. CONIC, O OF DIA. X B' DP DRYWELL. 4" P. LONG. SLAB OVER6 MIL CULTURED STONE FOUNDATION ANp - - I- - - - - - - - - - - - - - - 1 - - - - - - - - - - - -- - - - i7 1 VENEER ON EXPOSED FOOTING L - - - - - - - - - - - - - - - - - J - - - - - - - _ - - -- - _ - - -� VAPOR RETARDER ON POROUS FOUNDATION ABOVE FILL GRADE. TYP. c� 1T 11 �T (� (� TT T� T� (� �T 119 2 fla a�11 Il �a lid lla - A Il H ID 17 STATE HAW PROHIBITS ANY PERSON FROM ALTERING 3 Ld QD 1 VT KA R FT LLJ D H 1 VT A Ld p11 D 01 "1 H 0 1 V d P 9 � N T P V T ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED qq A- �I PROFESSIONAL WHERE SUCH ALTERATIONS A- 4 0 2' A' 8' 0 2' 4' 8' ARE MADE THE LICENSED PROFESSIONAL I MUST SIGN, SEAL, DATE AND DESCRIBE THE ■ ■ .�� ■ FULL EXTENT OF THE ALTERATION ON THE SCALE. I/4" I'-0" SCALE I/4" = I'-0" DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200305 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE ROOF 3" VTR 4" V.T.R SITE PRIOR TO COMMENCING CONSTRUCTION. 2"X3" INCREASER 3"X4" INCREASER 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE ROUTE VENT _ THRU OUTSIDES ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, THE WALL 2n SI 3. NATIONAL ELECTRIC CODE AND THOSE OF THE LOCAL JURISTICTION. 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING OW SIN I I/2" LAV 1 1/2" .1('11/2" SEE SCHEDULE THI5 DRAWING CAPACITY OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A WC. TUB FOR SINGLE COLLAR TIE MINIMUM COVER OF 3 FEET BELOW GRADE. CONNECTIONS. 5. STRUCTURAL LUMBER SHALL BE DOUG. FIR #1, Fb = 1000 psi. (base) SECOND FLOOR NOTE: E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIR,y2 WITH Fb C.O. 4" 2" PROVIDE GALVANIZED SEE SECTIONS FOR TRIPLE = 850 psi. (base), E = 1,300,000 psi. 3n 3n 3n C.O. SIMPSON STRONG-TIE 5/8" DIA. BOLT CONNECTIONS 6. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED r LSTA a STRAP TIE AT AT 48" O.C. AND ERECTED IN ACCORDANCE WITH THE AISC. RIDGE CONNECTIONS 7. ALL HEADERS SHALL BE SUPPORTED ON 4x4 POSTS MIN. UNLESS/ I 3'TYP.00550 TENSION). -- NOTED OTHERWISE ON THE DRAWINGS. WSHp2 LAV CONNECTION NOT SHOWN. S. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND F_ ROOF OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING WC. TUB PARALLEL TO SAME. FIRST FLOOR g, ALL HEADERS LESS THAN 5'-0' SPAN SHALL BE (2) 2x10 UNLESS NOTED OTHERWISE. CO 4u 211C.0. 10. PROVIDE SOLID OR 5/4" x 3" CROSS BRIDGING AT 8'-O' MAX. 2' 3" TO BL.D.14.S, APPROVED RIDGE BEAM11. PROVIDE GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL C.D. SANITARY SYSTEM ` STRAP TIE CONNECTION CONNECTIONS AND HURRICANE TIES AT TOP PLATE TO ROOF FRAMING 411 SECTIONALVIEW CONNECTIONS. 4"X.H.C.I. HOUSE SAN. 12. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN DRAIN 1/4" SLOPE MIN. ALL BEDROOMS, AND AS REQUIRED BY CODE AND THE LOCAL 4"H.T. IN CONC. PIT W/ _ _ _ AUTHORITIES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH FLOOR STEEL COVER d FRAME LEVEL. 13. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO NEW WORK AND / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH AND MATCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. TT��11 (� (� (� 14. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE IlDIlaIlR DENG Il�IlgIl+Il� �Y�1L11.Yir "I 11V� Seal: THOSE OF THE ANDERSEN CORPORATION. UNITS TO HAVE WIND BORNE DEBRIS RESISTANT GLAZING 'STORMWATCH" (MISSILE D-ASTM E 1996)) WITH LOW E COATING, EXTENSION JAMBS, SCREENS. GRILLES ASA. 5 N.T.S. U; L,LU ^ TIE HEADERS TO SHOWN ON DRAWINGS. - GALVANIZED SIMPSON JACK STUDS WITH 15. CCA OR ACO TRTD. WOOD SILLS SHALL BE (2) 2x6 WITH 5/8" DIA. STRONG-TIES (2) H254 L5TA 30 (22) 101D ANCHOR BOLTS SPACED 4'-0" O.C. MAX. WITH 3" SQ. X 9/64" HURRICANE TIES, 18 GA. TYP. FOR BOTH WASHERS. PROVIDE A MIN. OF TWO BOLTS PER SILL. PLACE BOLTS W/ (5) 8d AT EACH JOIST ENDS (16100 EA.) WITHIN V-0" OF ALL CORNERS. INSTALL OVER SILL SEALER AND ON ALTERNATE SIDES W/ TERMITE SHIELD (TYPICAL). TOP PLATE TOP PLATE (5) 8d AT TOP PLATE. ZZ 16. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF J•5gd LATERAL CONNECTION LATERAL CONNECTION TYPICAL AT FOR EACH 3000 PSI (3500 PSI FOR EXTERIOR EXPOSURES). 5ECTIONAL VIEW END VIEW PLATE CONNECTION. ON ... (480" UPLIFT - EACH CONNECTOR) WINDOW SCHEDULE UNIT DESCRIPTION ROUGH OPENING SIZE OPG. WIDTH DEC. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS C135 SINGLE CASEMENT T-0 5/8"W x T-5 3/8"H. 18 5/16" 35 15/16" 4.6 S.F. 6.8 S.F. ANDERSEN STORMWATCH,EXTJAMBS WARD ASSOCIATES CW25 DOUBLE CASEMENT(S.A.) 4'-9"W x 5'-0 3/8"H. 22 9/16' 55" 8.6 S.F. 23.5 S.F. ANDERSEN STORMWATCH,EXT JAMBS Landscape Architects, C15 SINGLE CASEMENT 2'-0 5/8"W x 5'-0 3/8"H. 18 5/16" 55" 7.0 S.F. 10.0 S.F. ANDERSEN STORMWATCH,EXT JAMBS Architects, Engineers TIE WINDOW SILL C15 60688 SLIDING GLASS DOOR 6'-0"Wx6'-8"H 281/8" 753/8" 14.72 S.F. 39.34 S.F. ANDERSEN STORMWATCH,EXT JAMBS GALV. SIMPSON STRONG PLLATESATrS TTO JACK 1500 Lakeland Avenue TIE MODEL LFTA, 16 GA. STUDS WITH GALV. A21 AWNING WINDOW 2'-05/8"W x2'-05/8"H 181/2" 6" - 4.0 S.F. ANDERSEN STORMWATCH GLAZING Bohemia, N.Y. 11716 STRAP TIES AT 16" O,C, SSP (4) IOD AT CTCW2 CIRCLETOP UNIT 4'-9""Wx2'-71/8"H - - - 8.86 S.F. ANDERSEN STORMWATCH GLAZING (631) 563-4800 WITH (16) 1Od 5TUD5 AND (1) 10D FA5TENENER5 INTO 5TUD5 AT SILL TTP. AT EA RV2846 ROOF WINDOW T-4 1/2 251/2" - - 8.94 S.F. ANDERSEN STORMWA I CUT GLAZING AND (2) IOd FASTENERS STUD. (4550 EA.) SHADE,ELECTRIC OPERATOR U10 71 INTO BAND JOISTS. (12050 (S.A.)=STRAIGHT ARM OPERATOR-SPECIAL ORDER 45 West Main Sheet UPLIFT) Little Falls,New York 11716 (315) 823-4384 project title: ENERGY CODE COMPLIANCE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (WFCM Table 3.1) rvUh®ERAND TYPE PROPOSED DESCRIPTION OF'BUILDING F.LNMtlNTS OFFASITNER 9PACINOON NASTNNNIi TIE HEADERS TO NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN xAFreRTo'roppuTe(roaNAMED> ROOF FRAMINGRESIDENCE ParvRer(,eeTuble3.3A) RESIDENCE DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION TOP PLATE TOP PLATE JACK 5TUD5 WITH CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK GERING REST TO TOP FLATS(TOE-NAMED) 3-8d pOcjA9(us.bbIc 3 TA) forthe LATERAL CONNECTION LATERAL CONNECTION LSTA 30 (22) 10D WITH THE FOLLOWING RESULTS: "N NGJo1STTOPARALLELR ER(FACE.NAMED) 8-161 Ouch 1,(,.0 ablu ITT GEROULANOS SECTICNAL VIEW END VIEW TYP. FOR BOTH CEILING JOIST,LAPSOVERPARTITIONSEACE-NAMED) 846d e•ah 1,(,.0 table 3 T) I ZZ ENDS (16100 EA.) MAXIMUM UA=367 / PROVIDED UA=349 COLLARTIETORAFTER(FACE-NAMED) 544 a"ch IV(see table 34-vole 3) FAMILY MAX. CODE GLAZING U=.37 / GLAZING U=.36 >BLocxEvcTonAFreR(TosrvAILED> 2-8d ...h Ona RUM BOARD TO RAFTER(END-NAMED) 246d each and WALL FRAMING TABLE 502.2.4(4) 18% WINDOW AREA TOP PLATE TO TOP PLATE(PACE-HARLEM) 2-I6d+ perfvm HEATING DEGREE DAYS: 5750 Tor PLATES AT INTERSECTIONS(PACE-NAMED) 444 )m9.-Ouch Nude GLAZING U FACTOR: CEILING R-VALUE: ETCH TO STUD RACE-NAILED) 2-I6d 24".... GREENPORT, N.Y. CODE: .37 CODE: 38 HEADERMITHADER(FACE-NAMED) I6d 19".c.uhR c,%. drawling title: ACTUAL: .36 ACTUAL: 38 TOPORBOTT'OMPLATETOSTHD(END-NAMED) 2-I6d pur2x4,tua g 3.164 per2,6:aid EXTERIOR WALL R-VALUE: FLOOR R-VALUE: 4-I6d per2.8,tud CODE: 19 CODE: 19 ]BOTTOM PLATS TO FLOORIOIST,BANDIOIST,END JOIST ORBLOCKING 2-I6d• perfaot ACTUAL: 19 ACTUAL: 30 ('FACE NAMED) SLAB PERIMETER R-VALUE / DEPTH: BASEMENT WALL R-VALUE: FLOOR FRAMING ➢L➢aPIl°F H1151p CODE: 9, 2FT. CODE: 10 JOIST TO SILL,TOP PLATE OR GUIDER(TOE-NAMED) 4-Rd PaJnM 2(�y/(�TTrr1Irr 9 }�Tr 17 920 ACTUAL: N/A ACTUAL: N/A BRIDGING TO JOIST HOE-NAMED) 2-8d Ouch and 0.�3Q4ll-ll➢r➢J/lLJlld➢da�q BLOCKINGTOJOIST(TOE-NAMED) 2-8d each Ona TIE WINDOW SILLP BLOCKING TO SELL OR TOP PLATE(TOE NAILED) MW such black GALV. SIMPSON MST STRONG PLATES TJACK CRAWL SPACE WALL R-VALUE: LEDGER STRIP TO REAM(FACEHAH.ED) 3-1&1 eaanroe9 d TIE MODEL MSTA30, 18 STUDS WITH GALV. CODE: 19 JOIST ON LEDGHRTO BEAM(TELE-NAMED) 3-ea Paimul D GA. STRAP TIES AT 16" 55P (4) 10D AT ACTUAL: N/A ➢ IIdIIJ�d➢nII10TQTT Il°uI[�➢�Ilu O.C. WITH (6) 8d I-I STUDS AND (1) 10D BAND JOIST TO JOIST(END-NAMED) MIR pO�Ial9 FA67ENENER5 INTO STUDS el AT SILL TYP. AT EA SAND JOIST TO SELL OR TOP PLATE(TOE.NAILED) 2-16d+ POr fool /( (� ��//TT AND (8) 8d FASTENERS STUD. (4550 EA.) COD E D E S I G N CRITERIA ROOF SHEATHING DDII1�.QirIIu�lllVLl INTO BAND JOISTS. (800" STRUCTURAL PANELS ed s•aa euBOe.ua I.Id Ucl ThmO 3.8) UPLIFT) GROUND SNOW LOAD: 45 PSE (F301 .2(5)) a"o.O.ms.em enae-easy.rmsela FLOOR LIVE LOAD: 40 PSF DECKS AND STAIRS (R301 .4 nlAOox6" BOARD SHEATHING _7i NOTE: AT CORNER ( ) ) r'xfi^ OR )^.s^ z-na persuppo9 drawn by: checked by: COLUMNS PROVIDE 30 PST (BEDROOMS) I^xIo^ orz WIDER 3-eu peruvPPan �M� SG GALVANIZED STRONG TIE 60 PSF (EXTERIOR BALCONIES) 0HD5A (311050 UPLIFT) 20 PSF (ATTICS WITH STORAGE) call3xc SHEATHING date: scale: ©YPSIMWALLBOARD 5a coolac 7"adye. / 10"field SILL PLATE 51LL PLATE a 10 PSF (ATTICS WITHOUT STORAGE) -IC-m3 AS NOTED LATERAL CONNECTION LATERAL CONNECTION gin '- e 40 PSF (OTHER THAN SLEEPING) WALL SHEATHING SECTIONAL VIEW END VIEW I6 - sTRueTOR,ALP.APmIs ea 6^wse, / l2^sem drawing number: ROOF LIVE LOAD: 16 PSF MIN. (8301.5) F1BTRBOAMPANELS FROM BASIC WIND SPEED: 120 MPH (F301.2(4)) mm' 6a 3^edse, / R NOTE: FOR FASTENER SIZES AND QUANTITIES SEE FASTENER SCHEDULE THIS DRAWMG. (24x& GGA SILL PLATESJ mYM,,Rd Fs'sela WITH SILL SEAL, TERM. g SEISMIC DESIGN CATEGORY: C (AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) SHOD. AND 5/8" AJBOLTS AT GYPSUM WALLBOARD sdOnalen T^OdBeu / m^cele 48" D.G. AND 12" FROMSEVERE (R301.2(3)) BIAMBO.A W 8d V..c, edRee /12"Eald(mf Tvhls 3.9) CORNERS WITH 3" SQ. x <^ TERMITE RPROBABILIING AY PROBABILITY: MODERATE TO HEAVY (8301.2(6)) ro TICLEBOARDPANELS Ba 6"an Od,.e/I2^6e1d(mf T.MO3B ge I 1 of 9/64" GALV. WASHER IACONAL BOARD SHEATH040 LS, O 1/ PLATES. SIMPSON STRONG 4 DECAY PROBABILITY: SLIGHT TO MODERATE (R301.2(7)) I^xfi° OR 1".8^ 2-81 Pet,aPP.A TIE OL5PS5/B (TYPICAL). 1".10" OR WIDER 3-8d Po Sumod SEE PLAN FOR 36" BOLT WINTER DRY-BULB TEMP.: 11 DEGREES F (TAB. N1101 .2) SPACING AT (2 STORY) (R301 .2(7)) TURAL FLOOR SHEATHING SIIRll"ORLES PANELS SHEAR WALLS. r\� USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE 2 Ild��rIl9➢�IlD ARA AND IlJIlDpA T Ila E"IAl H71 11r Q 01"1 2TA11TH071 45 "QRLERB ea 6"cds / 12"Bled ANYTHING YINHIBIHPECIFI ANG FROM ALTERING S IT GREATERTHAN V Iod 6"edge I I1"Eled ACCOMPANYING SPECIFICATION. UNLESS IT (DIAGONAL BOARD SHEATHINU IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS I^xsI ort 1".8" 2-8d put u"ppa9 ARE MADE THE LICENSED PROFESSIONAL A. m" OR WIDER 3-8d pas"peon MUST SIGN, SEAL, DATE AND DESCRIBE THE scale 3/4" = V-0" FULL EXTENT OF THE ALTERATION ON THE +NOTE.NAMING REQUIREMENTS ARE BASED ONWALL SHEATHING NAMED 6"o.c.ATTHE PANEL EDGE.IF WALL SDEATHERG ISNAMED 3"a.c DRAWING AND/OR IN THE SPECIFICATION. AT THIS PANEL EDGE TO OBTAINHIGHER SHEAR CAPACITIES,N.4MINGREQUIREMENTS FOR STROCTURAL MEMBERS SHALL BE DOUBLED,OR ref. no.: ALTERNATECONNEOTOI ,SUCHASSx PLATESSHALLBEUSEDMMAWTARJTHELOADPATH. 200305 LOCATE CEILING DIFFUSERS 3"OFF WALL TP. r - - - - - - - - - - - - - - - - - - -rQ- - - - - - - - - - - - - - - - - - - - - - - - j ® ry GFIWP WPGFI GFI O - - j FO VP m I - y WP JIL 1 11 I /T F MID - ------------------------- -- --------- ----- GFI I L - - J� - - �I O O O.� GFI - Os wP J I • . GFI I L- WP ti------- ------ ------ ----- GFI J ---1\tel I \ I `�' , ` - � _LINE OF DROPPED CEILING eOFFIT AT T-6" TO ENCLOSE DUCT TRUNK LINE. 7 - p WP {I�\ - J o-- VIL ( seal: GFI -� GFI GFI S °t1s . D KIM WP WP L _ _ - - - - I- - _ r ❑❑ I OFF - - - - - - - - - - - - - - - - J L -J .SNF`Ny .: I I L J Qi OWNER CH a -KITCHEN B-I-03 1 Il-0 0 U 17 DD A FT II ID 17 RD IA 17 2 Il9 H RE "TIl-0 Ili 0 QD Iln RD I A 1Y WARD ASSOCIATES M . SCALE 1/4"=1'-0" M , Landscape SCALE 1/4"=1'-0" Architects, EngInArchi6ArSs. 1500 Lakeland Avenue Bohemia, N.Y. 11716 (631)563-4800 45 West Main Street Little Fails, New York 11716 (315) 823-4384 project title: PROPOSED RESIDENCE _ _ _ _ _ _ _ _ _ _ _ _ _ for the L E G E N D L E G E N D V —� GEROULANOS TY MM FAMILY SYMBOL DESCRIPTION MANU. / CAT. NO. SYMBOL DESCRIPTION MANU. / CAT. NO. GFI' GFI v DWS GFI F f-7-7-7 SWITCH HUBBEL OR EQUAL 0 0 TRACK LIGHTING (#=NO. of FIXTURES) O 0' O GFI ` 3 THREE WAY SWITCH HUBBEL OR EQUAL 4 WALL MOUNTED INCANDESCENT FIXTUREJ F O VP GREENPORT, N,Y. $4 FOUR WAY SWITCH HUBBEL OR EQUAL FLUORESCENT STRIP FIXTURE O I L - J I D DIMMER SWITCH HUBBEL OR EQUAL _ _ _ _ _ drawing title: UNDER CABINET FLUORESCENT FIXTURE ` qP DUPLEX OUTLET (4=FOURPLEX OUTLET) HUBBEL OR EQUAL •...• EXPOSED BULB INCANDESCENT FIXTURE O OS O I i GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL 12� WALL SCONCE O / �,RTI dQ1 H QA��ll7f WP WATER PROOF OUTLET (GFI) HUBBEL OR EQUAL QT THERMOSTAT /HI-LOWG 1T, / �� 1VllL11aTI1111TI��1VT11d URNS S ID — _ - - del qj HALF SWITCHED OUTLET HUBBEL OR EQUAL ® SUPPLY DUCT ---"'111�� V O II 7I Tr (� 71 ® 220 V OUTLET HUBBEL OR EQUAL RETURN DUCT /" O�O DO D a a ® TV 1❑j�Eq.iBiq'A7 TllRNq'AA d O FLOOR OUTLET / FLUSH BRASS PLUGS HUBBEL OR EQUAL ® FLOOR REGISTER GFI J IlD11dL--ll1VT� ❑F EXHAUST FAN (DUCTED TO EXTERIOR) or ® CEILING DIFFUSER 1 \ \ (D JUNCTION BOX - - LINE OF DUCTWORK @) DOOR BELL orJ n- RETURN O SMOKE DETECTOR W/ LIGHT a—L ACOUSTICAL PANEL CEILING AND GRID / - \ CABLE TELEVISION OUTLET WALL MOUNTED DIFFUSER -- -- -- -- -- - _ __ drawn by: checked by: 4D VACUUM OUTLET ED KEYPAD LOCK; WITH ELECTRIC STRIKE F - , , datL�Ie: 6Gdate: scale: V TELEPHONE OUTLET T TIMER SWITCHI / 7-16-03 45 NOTEP O LP ELECTRICAL PANEL © DOORBELL CHIIME LOCATION o O EYEBALL FI TURE drawing number: SURFACE MOUNTED FIXTURE <Ct> SECURITY FLOODLIGHT O RECESSED HI-HAT (L.V.=LOW VOLTAGE), MS MOTION SENSING TYPE FIXTURE I EL v C- - - � O VP VAPOR PROOF INCANDESCENT FIXTURE CARBON MONOXIDE DETECTOR 1WO IR L - - � ,r`\� TnI IIS fqI N TIMI �4 TI IITI' 9 (r➢ r(D T�n TD 1Td 1(� �T STATE LAW PROHIBITS ANY PERSON FROM ALTERING UA LL Il9 L Y V 1L L L 11 AV ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT q IS UNDER THE DIRECTION OF A LICENSED WHEREM . SCALE 1/4"=1'-O" ALTERATIONS AREF MADE THE LCE14SEDCPROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 CONDENSER UNIT FOR SECOND FLOOR AIR HANDLER UJIIT LOCATE CEILING DIFRISERS 9" OFF WALL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - I � I I I � I I I 1 I I I I r I 1 I � — I L – – – – - --- ---------- I I ------ ------ ------------- - I I I LINE OF DROPPED CEILING SOFFIT AT T-6" TO ENCLOSE DUCT TRUNK LINE. I 215 GALLON OIL STORAGE — _ _J — — — — — TANK WITH 12" THICK BALLAST seal: SLAB AND GALV.STRAP TIE 15 TCN AIR DOWNS. HANDLER , m.��E�M ° F BOILER PULSE SO�GALLON --I II--II I ❑❑ L - - - - - - - - - - - - - - - HI - - - LJ LJ (- - - - - - - _ - -I 9r 15589 PF CONDENSER UNIT FOR FIRSTS (�/ III ® e OF NEW vo FLOOR AIR HANDLER UNIT LLJ— Qi FEMA COMPLIANCE 5-I6-04 g4CALF"l aTWARD ASSOCIATES LLandscape Architects, Architects, Engineers /4"=1'—U" M . 2 SCALE 1500 Lakeland Avenue Bohemia,N.Y. 11716 (631) 563-4800 45 West Main Street Little Falls, New York 11716 (315) 823-4384 project title: PROPOSED _ _ _ _ _ _ _ _ _ RESIDENCE L E G E N D L E G E N D - - - - - - � forthe SYMBOL DESCRIPTION ® GEROULANOS FAMILY MANU. / CAT. N0. SYMBOL DESCRIPTION MANU. / CAT. NO. DUCT DROP DOWN � " -' �� TO FIRST FLOOR . SWITCH OR EQUAL RUN HORIZ.INCK LIGHTING (#=NO. of FIXTURES) SOFFIT. THREE WAY SWITCH HUBBEL OR EQUAL WALL MOUNTED INCANDESCENT FIXTURE 2.0 TON AIR HANDLER FOUR WAY SWITCH HUBBEL OR EQUAL � I FLUORESCENT STRIP FIXTURE L ' - J GREENPORT, N.Y. G DIMMER SWITCH HUBBEL OR EQUAL UNDER CABINET FLUORESCENT FIXTURE L . - .J (� -- -- – – – – – – – – drawing title: 7Y DUPLEX OUTLET (4=FOURPLEX OUTLET) HUBBEL OR EQUAL EXPOSED BULB INCANDESCENT FIXTURE GFI GROUND FAULT INTERRUPT OUTLET HUBBEL OR EQUAL to WALL SCONCE ,fTTI T� f� Tr f� 1T WP WATER PROOF OUTLET (GFI) HUBBEL OR EQUAL (D THERMOSTAT I �lllleQellp!-ll1 VTllQa1-1111d HALF SWITCHED OUTLET HUBBEL OR EQUAL ® SUPPLY DUCT O O O d� ll ® 220 V OUTLET HUBBEL OR EQUAL RETURN DUCT 3, T� TI pp 1111 TTir n!� n Q FLOOR OUTLET / FLUSH BRASS PLUGS HUBBEL OR EQUAL ® FLOOR REGISTER OOO O — L ll,1P3QYT7%llQeAI �F EXHAUST FAN (DUCTED TO EXTERIOR) �° or ® CEILING DIFFUSER IlDIA17� O JUNCTION BOX LINE OF DUCTWORK J 1V O DOOR BELL or _.qJ� RETURN SO SMOKE DETECTOR W/ LIGHT -L--� ACOUSTICAL PANEL CEILING AND GRID TV CABLE TELEVISION OUTLET WALL MOUNTED DIFFUSER drawn by: checked by: VACUUM OUTLET KEYPAD LOCK WITH ELECTRIC STRIKE r - -I (..MF rj�3 V TELEPHONE OUTLETI date: c T TIMER SWITCH ale: datescale: NOTED Q LP ELECTRICAL PANEL © DOORBELL CHIME (LOCATION I drawing number. SURFACE MOUNTED FIXTURE SECURITY FLOODLIGHT RECESSED HI—HAT (L.V.=LOW VOLTAGE MS MOTION SENSING TYPE FIXTURE L — J O VP VAPOR PROOF INCANDESCENT FIXTURE ® CARBON MONOXIDE DETECTOR �p�\\\J ��pp L - - _ - - - OBJ (4M . 2 A d VLlld 7A IlD LA T STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED SCALE 1/4"=1'-0" PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200305 i I I SEGMENTAL CONCRETE . . . . . 1 pROPOSED WATER PROPOSED 2 STY. FR. BLOCK RETAINING WALL PROPOSED EXPANSION " SERVICE FROM EXISTING REBID, WITH WATERPROOF AREA METER 0 FFLR EL. Ile MEMBRANE ON INSIDE 100.02' (6.3) FACE. TYP. _ (6.8) N 86 4140" E Q m 20'-0" EL. 1.0 EL. 8.0 400 V=4 I 1 I 1 / a / Q (6h.5) O .iylg F�F� I , P 10'-0"MIN. EL. 1.0 EL, 8.0 EL. S.0 a O 1 it 91 DRIVEWAY - B' WIDE ,y. mor, Nom. N AP'PRVD %1$GHS 2804 100 21 HF TH DEPL GGfAHENTD 13-m0-03 (6.6) S 136' 4-1' 40" W 1000 GAL. SCDHS HEALTH DEPT.DOPMENT6 10-16-03 APPROVED SANITARY n SYSTEM FOR HIGH GROUNDWATER WARD ASSOCIATES '. CONDITIONS. Landscape Architect's, I T) 7� �( n 7I 7777 ( � Q N Architects, Engineers I 1 T) J1d 0 FT 11D I X11 1VT SCTM 1000-43-4-44 J1 1500 Lakeland Avenue Bohemia,N.Y. 11716 S. 1 1 SCALE: 1" = 10' (631) 4800 NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY DATED 10-26-132 BY RODERICK VAN TUYL, L.S. 45 West Main Street DESIGN RATIONALE: Little Fails,New York 11716 3 BEDROOM RESIDENIC.".: PROVIDE 1000 GALLON SEPTIC TANK AND EQUIVALENT (315) 823-4384 300 S.F. OF LEACHINGI SIDEWALL AREA. PROVIDE: FIVE (5) 2'-0" DEEP, S'-0" DIA. LEACHING POOLS IN CCFIGJRATION SHOWN. CONNECT POOLS WITH CROSSOVER PIPE project title: LOCATED B" ABOVE THE BOTTOM OF EACH POOL. tHE WASTELINE FROM THE SEPTIC TANK SHALL ENTER THE MIDDLE RING AS HIGH AS POSSIBLE. PROPOSED RESIDENCE for the GEROULANOS FAMILY SEPTIC TANK LEACHING POOLS GREENPORT, N.Y. MIXED SAND AND LOAM 1000 GAL 8'x 5' WIDE x 5' (DEEP 6' DIA. V DEEP PRECAST PROPOSED PRECAST CONCRETE 4" DEEP BOTTOM CONCRETE LEACHING POOLS drawing title: 20' RESIDENCE FRESH AIR SLAB / 6" DEEP PRECAST TOP SLAB. 6" DEEP REINR PRECAST TOP INTAKE CAST IRON FRAMES AND 24" DIA SLABS. 4" THICK REINF. GONG, PALE BROUN FINE TO COARSE SAND 6U1 FFL ____ COVERS AT EACH POOL WITH LOCKABLE INSECT PROOF COVERS. 32' i EL. 11.00' = GRADE MARKER 6" MIN. / 12" CAP UNIT • " OVERHANG FIN CRAWL P EL. 9m�DE ;� MAX. BURY OVER COVERS. T7rPpY u r WATER IN PALE FINE TO COARSE SAND SW SPACE I a Al (ll1 �ll1.1,r1rR 6' I 6"DIA. _ 0.�7�ppyF,U°1Jd1Vll PITCH CONCRETE ADHESIVE(2 BEADS) DROP 'i' '—TOPSOIL AND SOD WATER IN BROW) B0.i PT '/' '/ "/FT MIN. -ry BACKFILL SYSTEM n II lll� INV. � ')FT MIN. Q a WITH A MINIMUM OF D T g' EL. T.5' 2400 =} �O m PITCH 3'-0" COARSE SAND d SEGMENTAL RETAINING WALL UNIT 9 WATER IN BROWN SILTY SAND SM 2400, Z, - - - - - AND GRAVEL ALL d� IID,��FIl°��IIIIdg :u 4"h PIPE 4" DIA AROUND, ME MIL NIE A WERIED ToWATERPROW E MEMBRANE ADHERED TO WALL INV. * SDR35 0 FIN.QPADEf—FILTER FABRIC,ALL AROUND EL. 1.113' PVC PIPE -- ------- ------ _ _ POROUS FILL _ INV. b1 '-III- n GROUNDWATER s -III-LII 4 DIA PERFORATED DRAM FIFE WATER IN PALE BROUN FINE TO COARSE SAND VU INV 6.68 EL. 3.3' I– SLOPE TO DRAIN EL. 6.50 drawn by: checked b �- SELECT GRANULAR LEVELING PAD LMF 6GY: — 1 date: scale: 9 1-16-03 AS NOTEpFILTER FABRIC,ALL AROUND .PIlROIN APIl SA117Il R R SIl l COMPACTEDAE drawl gnumber. MIN. BLOCK MIN S- 1 NOTES; NOT TO SCALE WIDTH I.) ALL COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM MUST BE CLEARLY LABELED, IN A VISIBLE LOCATION, INDICATING THE MANUFACTURER OF SAID COMPONENTS.SEGMENTAL B L 0 C K WALL PI19TI�9li P�9 TTTT�1�1Td¶N 2.) ALL CASTINGS AND CHIMNEYS TO BE SECURELY ATTACHED WITH MORTAR AND/OR DOWELS TO O 411 lft Z1. 1J J1 J/JJ 1f9 THE PRECAST SEWAGE DISPOSAL SYSTEM IN ORDER TO PREVENT SHIPTING OR DISPLACEMENT DURING BACKFILLING OPERATIONS. S 1 A SCALE: 3/4" = 1'-0" S. 1 N.T.S. 3.) ALL PRECAST PRODUCTS ARE TO RECEIVE APPROVAL FROM THE SCDHS PRIOR TO USE. TEST HOLE INFOOWA71ON PROVIDED BY MDDONALD GE06CIENCE. 4.) ANY JOINTS IN SEPTIC TANK LOCATED BELOW LIQUID LEVEL SHALL BE SEALED WITH GASKETS OR TEST HOLE TAKEN MAY 29,200B e 9 AM. OTHER WATERPROOFING MATERIAL (GORILLA HAIR, WATERPROOFING MORTAR, ETC.) STATEPROHIBITS ANY PERSON FROM ALTERING 5.) ALL PRECAST PRODUCTS SHALL HAVE A MINIMUM COMPREbSIVE STRENGTH OF 4000 PSI. ANYTHING ON THIS DRAWING ANDTHE ACCOMPANYING SPECIFICATION. UNLESS IT 6.) PROVIDE 4'-0" DISTRIBUTION CHAMBER WITH 'DIAL-A-FLOW' SPEED LEvELBRS IN oRPBR 7o IS UNDER THE DIRECTION OF A LICENSED PROVIDE ONE DISTRIBUTION PIPE TO LOAD EACH CHAMBER PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL TENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200305 Permit Number RESckeck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\GEROULANOS.rck TITLE: Geroulanos Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 07/18/03 DATE OF PLANS: 7-16-03 COMPANY INFORMATION: Ward Associates, P.C. COMPLIANCE: Passes Maximum UA=367 Your Home UA=349 4.90,6 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 550 30.0 0.0 18 Skylight 1:Wood Frame:Double Pane with Low-E 27 0.440 12 Ceiling 2: Flat Ceiling or Scissor Truss 320 38.0 0.0 10 Wall 1: Wood Frame, 16" o.c. 2335 19.0 0.0 111 Window 1: Wood Frame:Double Pane with Low-E 324 0.390 126 Window 2 Wood Frame:Double Pane with Low-E 34 0.310 11 Window 3: Wood Frame:Double Pane with Low-E 79 0.370 29 Door 1: Glass 40 0.100 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 835 300 0.0 28 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, suc specifications are in compliance with this Code. 'SgRe°EAf?c/ cEM. FF yr F Builder/Designer LjEtU12Br tG1; � ) �F.t✓��c! I Date a 21 •(� �QN �f y' rr{ 'JF N"V �� , JR EScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release lb DATE: 07/18/03 TITLE: Geroulanos Residence Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments. [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ j I. Wall I: Wood Frame, 16"o c., R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor 0.390 For windows without labeled U-Factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-Factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments ( ] 3. Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes__Frame Type Thermal Break? [ ] Yes[ ]No Comments: I I Skylights: [ ] 1. Skylight l: Wood Frame:Double Pane with Low-E, U-factor: 0.440 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments: I Doors: [ ] 1. Door 1: Glass, U-factor. 0.100 Comments: Floors: [ l i Floor L All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: f Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I ( Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] ( Supply ducts in unconditioned attics or outside the budding must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ) Supply ducts in unconditioned spaces must be insulated to R-8. [ ] 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 All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] ( Ducts sball be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] ( Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ) ( Air filters are required in the return air system. [ 1 The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction ( provisions of the Building Cate of New I"ork State ,the Residential Code of New York State or the New York City Building Code , as applicable. I Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ) ( Insulate circulating hot water pipes to the levels in Table 1, Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 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 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table t: Minimum Insulation Thickness for Circulating 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 2: Minimum Insulation Thicknessfor H VA C Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 �.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)