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Home My WebLink About30064-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30146 Date: 04/22/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 545 COUNTRY CLUB DR CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 3 Lot 2 .29 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 3, 2004 pursuant to which Building Permit No. 30064-Z dated FEBRUARY 3, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK, SCREENED PORCH, SECOND STORY BALCONY AND ATTACHED TWO CAR GARAGE. The certificate is issued to JOHN GRIMM & ELAINE FLORENCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0227 04/06/04 ELECTRICAL CERTIFICATE NO. 1177370 10/31/03 PLUMBERS CERTIFICATION DATED 04/20/04 THOMAS J KVETON JR th ized Vignature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30147 Date: 04/22/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 545 COUNTRY CLUB DR CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 3 Lot 2 .29 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 3, 2004 pursuant to which Building Permit No. 30064-Z dated FEBRUARY 3, 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 ACCESSORY INGROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. The certificate is issued to JOHN GRIMM & ELAINE FLORENCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 62945 06/19/02 PLUMBERS CERTIFICATION DATED N/A A horized Signature Rev. 1/81 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. 30064 Z Date FEBRUARY 3 , 2004 Permission is hereby granted to : JOHN BARRY GRIMM PO BOX 1247 CUTCHOGUE,NY 11952 for CONSTRUCT 1 FAMILY DWELLING W/GAZEBO, DECK, ATT GARAGE, UNFINISHED ATTIC & ACCY I/G SWIMMING POOL W/FENCE TO CODE. THIS PERMIT REPLACES BP#27154 . at premises located at 545 COUNTRY CLUB DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0003 Lot No. 002 . 029 pursuant to application dated FEBRUARY 3 , 2004 and approved by the Building Inspector to expire on AUGUST 3 , 2005 . Fee $ 2 , 198 . 00 Autho i ed nature ul- ORIGINAL Rev. 5/8/02 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. 27154 Z Date MARCH 19, 2001 Permission is hereby granted to: JOHN BARRY GRIMM 60 IU WILLETS ROAD NEW HYDE PARK,NY 11040 for NEW CONSTRUCTION OF A THREE BEDROOM SINGLE FAMILY DWELLING WITH A GAZEBO, DECK, ATTACHED GARAGE AND UNFINISHED ATTIC AS APPLIED FOR. AYhc,nAtA }o =+�c�u�e Tn li ✓w' � CookW1�� rthC� \ 0 CoC�t at premises located at 545 COUNTRY CLUB DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0003 Lot No. 002 . 029 pursuant to application dated JANUARY 1, 2001 and approved by the Building Inspector. Fee $ 1, 515 . 00 Autho ized Signature ORIGINAL Rev. 2/19/98 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. 27154 Z Date MARCH 19, 2001 Permission is hereby granted to: JOHN BARRY GRIMM 60 IU WILLETS ROAD NEW HYDE PARK,NY 11040 for CONSTRUCTION OF FOUNDATION OR SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 545 COUNTRY CLUB DR CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0003 Lot No. 002 . 029 pursuant to application dated JANUARY 1, 2001 and approved by the Building Inspector. Fee $ 75 . 00 t— �-tJ� Authorize ignature ORIGINAL Rev. 2/19/98 02/29/2004 19:49 16312542343 ROTARY SU' PAGE 04 • Forst No.6 . TOWN OF SOUTHOLD +� BUILDING DEPARTMENT „ Z ) 2W TOWN HAIL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application:must be:filled in by typewriter or ink and submitted to the Building Impartment 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-&om.Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Aoprove.l of ela:trical installation from Board of Fire Underwriters. 4. Sitom gmtement from plumber eartifying that the solder used in system contains less than 2/10 of 1%lead. 5. Cimunerzial building,industrial Wilding,multiple residences and similar building.and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Sribm t T'lanniall Board Approval of completed site plan requirements. B. For etlsting builditgls(prior to April 9,1957)non-conforming uses,or buildings and"pro-ahting"land uses: I. A-murate rxve3 of property showing all property lines,streets,building and vmusual natural or topographic features, 2. A properly completed application and consent to inspect signed by the applicant.if a cm1ifieate of Occupancy is d(nied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fces //: 1. G.-nificate of Gxupancy-New dwelling 525.00,Additions to dwelling$25.00,Alterations to dweftS$2S:. , Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses 550.00. 2. C.-rtificate of Gmupatrcy on Pre-existing Building• $100.00 3. Copy of Ccrtifirate of Occupancy-$.25 4. Updated Certifrr,ate of Occupancy- $$0.00 ; 5. Ttvmporary Cerlifieate of Occupancy-Residential$15.00,C.omateacial$15.00 Date. c?Q#/. D V New Conatruction:i ✓ Olt!or Pre-existing Building: (check one) Location of Prolrerty:_� T LldMm 7W L 44 �ie!!�' L4 a7 Housc No. Street Hamlet r Owner or Owners of Property.��Q„�,� eel Suffolk Omwty'lax Map No 1000,Section f O ff Block d3 Lot 2-4f Subdivision6htj&'7-& A_`&I Mo,07il Filed Map. Lot: Permit No.�Q5iI-is hate of Permit..;E4 E 2d0 q Applicant: 4,Gt<r�•�&K9'0� D- Health Dept.Approval: Underwriters Approval: Planning Board Approv sl: Request for: "temporary Certificate_ Fins)Certificate: (check one) Fee Submitted:S Applicant Signature Pam 2 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS SBUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 S 5 CERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 5 55 5 ALL WAYS ELEC. CORP. . GRIMM 5 5 262 ORINOCO DR. LOT 8 COUNTRY CLUB DRIVE 5 BRIGHTWATERS, NY 11718, CUTCHOGUE, NY 11935 5 5 Located at LOT 8 COUNTRY CLUB DRIVE CUTCHOGUE, NY 11935 5 5 5 5 Application Number: 1177370 Certificate Number. 1177370 c5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Attached Garage,Outside, S 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was c found to be in compliance therewith on the 31st Day of October,2003. 5 Name QTY Rate Rating Circuit Twe 5 5 Miscellaneous 5 FINALED 10-31-03 SINSP.R.RICHERT 5 Alarm and Emergency Equipment SSensor 2 Carbon Monoxide Sensor 7 Smoka 5 Appliances and Accessories 5 5 Dish Washer 1 1.2 KW L5'J Exhaust Fan 3 F.H.P. 5 Furnace 1 F.H.P. 5 Pump/Motor 1 1 H.P. c 5e' Air Conditioner 1 36000 BTU �J 5 Air Conditioner 1 48000 BTU 5 Motors 5 11 5 Wiring and Devices Cj Outlet 91 Fixture seal 15J Receptacle 59 General Purpose 5 Continued on Next Page 1 of 2 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 0111rilrilga 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 �J 5 Upon the application of upon premises owned by J 5 5 5 ALL WAYS ELEC. CORP. . GRIMM c5 S5 262 ORINOCO DR. LOT 8 COUNTRY CLUB DRIVE 5 BRIGHTWATERS, NY 11718, CUTCHOGUE, NY 11935 5 5 Located at LOT 8 COUN112Y CLUB DRIVE CUTCROGUE, NY 11935 5 5 Application Number: 1177370 Certificate Number: 1177370 5 5 5 5 Section: Block: Lot: Building Permit: BDc: NS11 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: 5 SBasement,First Floor,Second Floor,Attached Garage,Outside, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 rj found to be in compliance therewith on the 31st Day of October,2003. 5 5 Name OTTY Rate R&M Circuit TyRe 5 Switch 73 General Purpose 5 Fixture 87 Incandescent CS5 Fixture 4 Fluorescent J Receptacle 11 GFCI 5 5 Paddle Fan 4 5 Receptacle 1 20 A Special S5 Receptacle 1 30 A Special Arc Fault Circuit Interrupter 5 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 CB c5 5 Meters: 1 5 5 5 5 - sied► 5 5 2 of 2 " 5 SThis certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location`tndicated. 5 Ak DAM Electrical Inspection Certificate Date Electrical Inspection Service, Inc. Application# 6/19/2002 375 Dunton Avenue 62945 East Patchogue, New York 11772 (631)286-6642 Issued to: Barry & Elaine Grimm Street: 545 Country Club Dr Village: Cutchogue Zip:11935 Town:Southold Section: Block: Lot: Introduced by: R. C. Electric Corporation Lic.# 1610-E was examined and found to be in compliance with the National Electrical code A pal 70 ❑ Commercial [-INV Defects W Pool ❑1stF/oor ❑Indoor ❑Basement ❑ Hot Tub W Residential ❑ Det. Garage ❑Attic ❑2nd Floor ❑Outdoor ❑ Addition ❑Survey Switches Receptacles Fixtures GFl Heaters A/C Fans {w 1 1 1 1 Dishwasher Washer/Amp Dryer/Amp Oven Range/Amp Garbage Disposal .:L Furnace Oil Gas Circulator Smoke Detector Bell Transformer Meter Amps Phase UG/OH Telephone Television Carbon Monoxide ❑ ❑ Other Equipment: Building Permit# 1-Poo/Pane/ 1- Time Clock Hu S. Surdi President Rough Inspection: 5/22/2002 Inspector: Ed Scavelli Final Inspection: 6/18/2002 Inspector: Ed Scavelli This certificate must not be altered in any manner.Inspectors may be identified by their credentials 02/29/2004 19:49 16312542343 ROTARY SUP PAGE 03 Fax(631)765-9502 Town Hall,5:M95 Win Road �y r.o.sox 117;, p ! Telephone(631.)765-1602 Southall.New York 11.471.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CTRTIE)CA110- I Dat c: Buil,Ang Pfunit No. ?j�,Q -Z (Please print) Plumber:�d(rt A 3"KVE40n! T2 lease print) I ec.1-ify that the solder used in the water supply system contains less than 2/10 of I% lead.. umbers Signature) Swcm to b• forc me this -.- day of ✓ .. ( 20 LSA, Not,,,ry Put-.tic, (IC- County LAURA J.DUBW Notary Pubk,Stdo d NW Yak No.495M ouarmed in SuM*CouniY *"mom"us*3:,z-Dc),-1 r_ r L : R 2 9 2004 Raymond L. Caselli, Architect LLC 100 Spring Brook Road Morristown, New Jersey 07960 - Phone: 973-267-2909 (Fax: 973-538-6695) April 26, 2004 Mr. Barry Grimm P.O. Box 1247 Cutchogue, New York 11935 PROJECT: New Home Lot 8, 545 Country Club Drive This letter is to confirm that the following item, The Gazebo on the deck, was deleted from the project at the owner's request. The elimination of this element does not affect the overall project, and in fact enhances the openness of the rear yard which is the reason for not constructing it at this time. I would consider the project complete without this element, and its deletion should not in any way affect the overall project, the structure it was designed to be built on or the issuance of a certificate of occupancy. If you should have any other questions regarding the construction at 545 Country Club Drive, Please don't hesitate to call. Thank you, Sincerely, taLand L Caselli, Architect NY. License# 12903 { TOWN OF SOUTHOLD PROPERTY RECORD CARD �� OWNER STREET 5LI / VILLAGE DIST. SUB. LOT J n m nn �Ufc�e �e �/2 C.'o u yr�� Cki J'�l61 , FORMER OWNER fly;leS 'rr6r L N E ACR. r r - 4-6rierlfHno, S W TYPE OF BUILDING C Gliir . -ES. ��/ SEAS. VL. 9 FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS l'G 5�0 - ///,?—//,7p Ivo I vy �- , 8 ✓ ro s $ -1-1D y I - ze- 4-p e► elle e _# saoa ke 4e eradno -}o `u, M',* N c A'--r - 70. ao� !tq?1,07$3-p,-rrtm -�p rnm (tno. - loo ah b Ilable FRONTAGE ON WATER a oodland FRONTAGE ON ROAD i eadowland DEPTH t )use Plot BULKHEAD 'ta I BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: APPLICANT NAME: �� tDATE SUBMITTED: SCTM# --- DISTRICT: 1,000 SECTION: /0 BLOCK: ,3 LOT:-2-o29 PROJECT LOCATION STREET: /H5- c\- Yq C" 5A CITY: c SUBDIV. NAME: h ARCHITECT/ENGINEER: G� ' FAST TRACK: YESRI` SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES oNO OTES: ZONING: PERMIT E MATE AMOUNT:_$ 3-3.2-JV, .00 ZONING DISTRIC . R44R80, AC CONFORMING(:Y R NO REQUIRED LOT SIZE: 40)c SQFT WHERE ACTUAL LOT SIZE FROM?TAX CARD �..�-y ,� � f�l��c� ACTUAL LOT SIZE: -90`-AC -SQI REQUIRED REQUIRED REQUIRED FRONT:SO ' PROPOSED: Y SIDE YD: /S'l3S ' PROPOSED: t2 '/9-f ' REAR:Sd-'PROPOSED:.//O' LOT COVERtkGE: ALLOWED: Xj % EXISTING: sf_% / E/W: —sf_% TOTAL:�9/d sf1/39 CORNER? YES o NO WAT ER FRONT? YES o O DESCRIPTION: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) PROJECT DESCRIPTION: ADD ALT ACC oR /D:) AGENCY PERMITS REQUIRED FOR REVIEW NBEDED TOWN SPETIC PERMIT: WYEr NOS SUFFOLK COUNTY HEALTH DEPT: NO, (BED #): DTE: // /1;7/ao PERMIT#:RIO-pa-o,2.2> NEW YORK STATE DEC: PRE-DEC 9/1/75 YES oWN SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: / FLOOD ZONE:_ < , NYS ENERGY: YES OR NO EGRESS: VENT: LIGHT: NOTES: 00 FEE STRUCTURE: FOUNDATION: Z/.2-/ SF FIRST FLOOR : fi-36' SF SECOND FLR : /;P 9,S SF INIT OTHER TOTAL TOTAL: &tZ SF FEE FEE FEE TOT( SF)- ( SSCP SF)= ?S2.< SF X $ -20 _$ /S/s +$ CJs +$ _ $ — ��ss�y ovcr 39595_ /c) / 1 ve- Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 01/10/01 Receipt#: 2586 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Thomas, Dunn Cont. 1 Forest Ave. Lake Grove, NY 11755 Clerk ID: LIZS Internal ID:24200 i �T6!i-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL i [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE C INSPECTOR �.✓� suiwiNc DE". INSPECTIO [ ] FOUND N IST [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION AM [ FRING [ ] F L 2 [ ] FIREPLACE & CHIMNEY 67 REMARKS: 90- jfx�� OF iv 40 DAT IN8PECTOG%��y��A �.N-i� a47 itoe�lo, ,4..-C4e ate=, suiwiNc DEM INSPECTION [ ] FOUNDATION IST [ ] R0 H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE Y INSPECTOR ass-ieo2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ 'FINAL [ ] FIREPLA & CHIMNEY REMARKS: j DATE INSPECTOR M•iso2 suaoINa DEPT. INSPECTION ( ] FOUNDATION 13T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ J FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1 co DATE INSPECTOR � 1 FIELD INSPECTION REPORT _ bA_ ssarsss=aaa==aaeasa_scs== s== .---- sx== as==sa== ax saaaa=====c=sass=c=ass oc H FOUNDATION ( 1ST) u b 1 11 N Cid FOUNDATION (2ND) -�___ ---_=------ -= --------- - if �I u I ° � u o ROUGH FRAME & n PLUMBING �I - ! / INSULATION PER N. Y. f H � STATE ENERGY CODE II fl N L00 H I u FINAL 4 pI ' Afi DITIONAL CON14MS: -,4 issG, . %.,.jv C a s 1A I .H 10 t V " H O L r O V BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. I 3 SETS. OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . .. .. .. .. . .. . . . . . . . . S TEL: 765-1802 TRUSTEE . . . .. . . . ... . .. . .. . . . . . JC�Co NOTIFY:. . . . . . . . . .. . . . . . . -�J CALL Exanined...3 f ........ � .4�. (��X MAIL TO: . . . . . . . . . . . . . . . . . . . Approved....:y........2 0VJ J. Permit No. ..:.. ...... ................................. Disapproveda/c ............. .... , ........... ................................. __ ._... .. ilding I oi)........ APPLICATION FOR BUILDING PERMIT l Date. �.�". . . . . . . . 2CPI -4 INSTRUCTIONS Lv--ibis application mist be caapletely filled in by .typewriter or in ink and submitted to the Building Inspector 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part o this application. c. The work covered by this application may not be camienced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Sur permit shall be.kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEM MATE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in bulli ng for necessary inspections. _ (Signature of applicant, or name, if a corporation) 1.49.Yee-r#r Xq�..Li4 �.,rA0.(J�!..ti/,/.. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or buil ........................................................................................................................ Name of owner of premises u V ... � ..}. FL��a<NG� ..... ...... ....... ............................................ (as on the tax roll or latest deed) If appl' "ilsa rpor//a��tion, signature of Z y authorized officer. (Name and title of corporate officer) Builders License No. �.�...l. .�. �J.�..... Plumbers License No. .� .1/4 ..... Electricians License No. ."7.1�a: .�......... Other Trade's License No. .................... 1. Location of land on which proposed work will be done............................................................ ..... .!. ............ ..........CV77r—...a.(.u(P .......... House Number Street Hamlet County Tax Map No. 1000 Section ./P7,PIP I P....... Block d 3•o o. _.... lot Q Pa. D vZ Subdivision'r-G � .. �1.19-f .. Filed Map No. ..... lot ........... O 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: i a. Existing use and occupancy .......... .+'.....4 ti a ................................. b. Intended use and occupancy ........ .�t:�-?....fit C Ll .............................................................................. 1 1voture.ot work kwetx wincli appticautel: New Building ..Z. Addition .......... Alteration ..... Repair ......... Removal ... ......... Demolition ............ Other Work ..... ..:..............�.......� ` (Description) Estimated Cost 7. .�Q C1 ............ fee .............................................. (to be paid on filing this application) If (kaelling, number of dwelling-wits ............ Number of dwelling units on each floor ................ Ifgarage, number of cars ...................................... If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... Dimensions of existing structures, if any: Front............ . Rear ............... Depth ................. height ......................... plumber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Storiess ............... Dimensions of entire new construction: Front ....... Rear ........ Depth .� 2. ...... fie ight-.-",7..P................ Number of Stories Z................ Sizeof lot: Dont ...Q.............. Rear .................... Depth ................... Date of Purchase .1............ Nacre of Former Owner MTHO�G� BIZ RZs� ..:..... ...... . Zone or use district in which premises are situated .............................................................. Does proposed construction violate any zoning law, ordinance or regulation: . N 0 Will lot be regraded ..... .. ....... Will excess fill be re xwed frQm`Pr�Ss D YES iD Names of Owner of prenises IN It2(Lv�-G�•IMM,,,. Addres b xR �AleK�A !Id Phone No�/6` OR owner P , p� Name of Architect QI P...�f'SLcLZI... ...... Address/'109 b5.. .--�.I. !p �?9 Phone l�bl/.3::�o7-a9o9 Name of Contractor Q/ ter?. N�V..r...: .'`:&C. Address/60ee"(R.meld.�.�Q Is this property within 300 feet of a tidal wetland? * YES .......... NO ...... *IF YES, SO fHCKD M4N MMSIFB.S PERMIT MAY HE W43IFED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions nm property lines. Give street and block number or description according to deed, and show street nares and indicate nether interior or corner lot. g� �O �v W PRaf►. �mSP� eoU�-�y �cua ntr ar Nw Y(xut, A1NIY (lf e '.`........ VON..4:S.....� ......................be.ing duly sworn, deposes and :says that he is the applicant Vime of individual signing contract) )ove rammed, is the .............6..��!r.*.... .A!tJ /P��!!pl c.. ....................................... (Contractor, agent, corporate officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 7pl.ication; that all statements contained in this application are true to the best of his knowledge and belief.; and iaL the work will be performed in the memmer set forth in the application filed therewith. aoM to thfore me this ...�0...........day of ... �0•Q,�.- NotaryPublic ... ... ... .................. ..h .• .• .••..• ••..••••••.- JA MCMANMON (Signature of Applicant) NOTARY l 11.jFR .'C, uoOite of New York Suffolk Courvi(/ Reg. No. 4991902 Comm. expires Feb. 10, (ooa P �� w I am /analiar with the STANDARDS FOR APPROVAL e�� crus VEe.za.s DISPOSALTRUCTION OF FORSGLEFFA Y RESIDENCES and will abide by the condtlons set forth therein and on the permit to construct. a`Q L. 89.50' 4 79• 70,. O� 0,240'0 26.0 e 66 d,r°•'� E°Sem/ v -� y�A -�' i N yj •y0.� F ti 5 h1 9 3 q9. V J SURVEY OF � O c� LOT 8 "COUNTRY CLUO ESTA TES �► ! O FIM OCT. 17,W78 ~IWO 67M A T CUTCHOGUE moo. ' Pr arm,-X) 'I," �qrCPs fI �rp TOWN OF SOUTHOLD f °f SUFFOLK COUNTY, N. Y. I" - l0 - 03 - 2.29 �5 LOT Sca/49 1" _ 40' Sopl. 2% 1NO O z � `��► / �h SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ; Q Z7: 77PERMIT FOR APPROVAL OF CONSTRUCTION FOR A off. ANGLE FAMILY RESIDENCE ONLY well DATE 11-2... .. HS REF 0, lG C90-0) )--7 x,01 APPROVED 85 00FOR MAXINIUM OF—'4- R MS - jv° �'' EXPIRES THREE YEARS FROM DATE OF APPROVAL N� s�4Pi `I�• A3 .0 F NEW cesspools P F4 Y The locations of wells and cess •0 Q, Z.METZO D, 5g � �1 � shown heAson are from field observationss•„ n �+ AREA = 40 426 sq.f t o ,� p o ." ten. and or from data obtained from others. d'° v0 �e,i, ` _ r� �.P• ELEVA TIONS ARE A!EFERf31YCE0 CIC� ANY ALTEMA7VN OR AOA►TION TO SURVEY IS A VALATK�GlW rO AN ASSLO" DATUM. �� o i �TOF SEC TX W 7"0 OF TW NEW YORK STATE EVUCA TION LAW. ` o, 496�e ��. LIC. NO. 496/8 OW AS PER SEC" ?"ZD9 - SLROIVXM 2. ALL CFRTFKA rms ARE VAd.49 FOR TMS AW AM COPES TMWOF O L Y F SEAL OF rW SURWYOR 11�A Tt�i wwUffs80 PECONIC S, P.C. f631) 765 - 5020 FAX f63/J 765 - l 797 Y TO COWL r MTH SAD LAW T1hE *AL TE71r):D eY- P. O. BOX 909 � Mrsto eY ANY AIV ALL SLRIEY�#Il�i A-WPr AMOury nWS AW. WON Sty+A%,CTEV•AAV 1230 TRAVELER STREET - A4 Am Mor AW cowAl.I wr wrH T)£ LAw. SOUTHOLD? N.Y. 11971 93 - 303 - pGy ions G �wno� I am familiar with the STANDARDS FOR APPROVAL V'ej1 ✓n AND CONTUCTION OF SUBSRACE WAGE CLUB D "�� za.S D SPOSALS SYS TEMS FOR SING(LEEFFAMI Y RESIDENCES and will abide by the conditions set forth therein and on the L.= 89.50' permit to construct. S. T9'SS� n /4 9q oy E Zt}0.00' 2ao 'nom• R• i I 66" p' .r asem� � 5Q A 40 QL n 9� •hQ,�'fo / ti Q 5 h19 q v SURVEY O LOT 8 ti b "COUNTRY CLUB ES TA TES �► FACED OCT. 17,7978 MW MQ 6736 � - roP hs e rte°^' A T CUTCHOGUE I ar 2 TOWN OF SOUTHOLD N\ SUFFOLK COUNTY, N. Y WO - M - 03 - 229 �s t0T `` Scale: 1" = 40 - Sept 21 SMOLIC COUNTY DEPARTMENT OF HEALTH SMICESr- co a, ��6 � • ��, A A PRVED AS NOTED _ C•f Q DATE: 3 "5'10 1 B.P. # ,_ PERMIT FOR APPROVAL OFC:ONSTRUCTION FORA c� 1CLE FAMILY RESIDENCE ONLY 3 - lob' GS wNOTIFY BUILDING DART NT AT DATB,1 -Q� Y Hs REE O. ©��-�� _�� 765-1802 9 AM TO 4 PM FOR THE , CD-a-Ti `,�� FOLLOWING INSPECTIONS: x' APPROVED 5;' 1 FOUNDATION - TWO REQUIRED N� 85�Q FOR POURED CONCRETE FORtvIAXIMUMOF ,. A MS EXFM THREE YEARS FROM DATE OF APPROVAL ,ee Np e� X30' 3 SOLATION OF NEW YO Q 4. FIN RUCTION MUST �� METZ �y The locations of wells and cesspools 9•Q ,� w �1r aF4 shown heAeon are from field observations c�. 5 Q 1l,('°�d ALL CD1 RUCTION SHALL MEET A A - 40,426 sq f t � ° �' and or from data obtained from others. a g�� d�++e I THE REQUIREMENTS OF THE N.Y. z z� `4 � C p STATE CONSTRUCTION & ENERGY ELEVATIONS ARE REFERENCED ANY AL TERA rO AN ASSUMED DA TUM. ` 0 TION OR ADVITVN TO SURVEY IS A VIOLATION CODES. NOT RESPONSIBLE FOR ! OF TION 7.'I�f?9 OF TW A" YOOK STATE EDUCATION LAW. � � �0 J� EE. eT AS PER Artr�ON M09 - SLODIWISION 2. ALL C£RT*xATIONS DESIGN OR CONSTRUCTION ERRORS 0. b LIC. NO. 496/8 oN � vALa >m Trigs,NAP cis rHC of OAC Y ,� �a�.� �Ps-�'�o+� e�N L`I •v SEAL iW s�vEYOR PECOIVIC S, P.C. (63II 765 - 5020 FAX (631) 765 - l 797 To41LLY TO COWLY M7TH SAI? LAM' 1�E raw •ALTEI9rED BY" P. O. BOX 909 AVE ' ICY ANY AIV ALL Sty! WYOW UMAZIM A-GOPY A YcWS wM. TOW StM4 AS VWVCTM AAD 1230 TRAVELER STREET • # - To - DATL"AW NOT M COWLIANCE N9 FH "C LAW. SOUTHOLD, N.Y. 11971 93 - 303 t�L7 G e-w n0�� am lomilior with the STANDARDS FOR APPROVAL el` AND CONS TRUC TION OF SUBSURFACE SEWAGE L UvQ �C�1a.s DISPOSAL SYS TEMS FOR SINGLE FA Y RESIDENCES % and will abide by the conditions set forth therein and on the permit to construct. ,� 20. L. 189.50' 4 79• 7O. 94•SS E. IOTA O � 00 1 —��-- 2ao �«• G R — 1 374 50 A op *1150 19 SURVEY OF LOT 8 ,. s0 "COUNTRY CLUB ES TA TES �,�• � �.* FLED OCT. 17,1978 MAP NO 6736 A T CUTCHOGUE C:k. COWL 3� TOWN OF SOUTHOLD tt "W • - root Q SUFFOLK COUNTY, N. Y. ''• �•° 1000 - 109 - 03 - 2.29 y -- LOT Q Scale: 1" = 40' Sept 2X 2000 cX av e��n g APRIL 18, 2001 ( conc. foundation J 0 3 o d•� Q o O e�fi n we/i Vol 9 30� � The locations of welt<.s and cesspools yg'OA' ® _ shown hereon are from field observations „ � c�. 01 ��,t"°'So A AREA 40,426 SQ.ft pF NEW and or from data obtained from others. / 61� V Pig Iry �Qt�C 1. MEr�fo ELEVATIONS ARE REFERENCED C-,) Zr, TO AN ASSUMED DATUM. >0 'Fp ANY AL TERA TION OR ADDITION TO SURVEY /S A VIOLA TION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. r °. * N.Y.S. LIC. NO. 496/8 EXCEPT AS PER SECTION 7209 - SUBDIVISION 2 ALL CERTIFICATIONS HEREON ARE VALD FOR TW MAP AND COPIES THEREOF ONLY E SAD MAP OR COPES BEAR TW ANWSSED SEAL OF ME SURVEYOR C. P.O1flI��"`=95= WHOSE 9"TURE APPEARS HEREON. CRSA P�6 FAX (6P.) 765 - /797 ADDITIONALL Y TO COWL Y WITH SAD LAW THE TERM AL TERW BY' MUST BE USED BY ANY AHD ALL SURVEYORS UTILIZING A COPY — l STREET OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS �ISPECTED' AND I BROUGHT - TO - DATE" ARE NOT AN COMPLIANCE *7 T74 THE LAN: SOU , N.Y. 1197/ 93 - 303 "IMMEDIATELY' ft am famMar with STANDARDS` FOR APPROVAL g. ✓Pwno�,n � , e 1 U✓ ��/ ENCLOSE POOL TO CODE AND CONSTRUCTION OF SUBSURFACE SEWAGE evP4 ; DISPOSAL SYSTEMS FOR SINGLE FA AWL Y RESIDENCES CLUS COMPLETION and will abide by the conditions set forth therein and on the "y`j, `c BEFORE`WATER' permit to construct. �O.3) 60 E 4O• _ _ Za0 mM —� -4- -- ` 374 s rd� EaSe/ 1 I 5 , z SURVEY OF law �V L O T O "COUNTRY CLUB ES TA TES " FLED OCT. 17,1978 MAP NO. 6736 131 Ar �. A T CUTCHOCUE OL FOUWATION TOWN O F SOU THOL D cow- — ��t Q SUFFOLK COUNTY, N. Y. 1000 - 109 - 03 - 2.29 / C SCale: 1" = 40' -r LOT Sept. 2% 2000 APRIL 18, 2001 l conc. foundation 1 xj o Ed we# � o New 85�0 r The locations o we cesspools 59'OA,30 O = shown hereon are from field observations n il $• �� I�� o AREA 40,426 sq ft pF NE and or from data obtained from others. g�` v e I� � t. ME�y0� ,� ELEVATIONS ARE REFERENCED S rN 2(� _ - TO AN ASSUMED DA rUM. ANY AL TERA T10N OR ADOITION TO SURVEY IS A VIOLA TION — OF SECTION 7209 OF THE NEW YORK STATE EDUCATVN LAW. N.Y.S. L/C. NO. 496/8 EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER 17FXA TIONS HEREON ARE VALV FOR Thur 1AAP AAV COPIES THEREOr OAC Y IF SAID MAP OR COPAES BEAR TIS Aie'RESSED SEAL OIr rNE SURVEYOR l r, C OkV 5VI RS, P.C. WHOSE MW TORE APPEARS HEREON. FAX (631) 765 - 1797 AD01T10NALLY TO COWL WITH SAID LAW THE TERM ALTERED BY' - ST BE USED BY ANY AAD ALL SURVEYORS UTI r4W A-COPY SUCH AS F= l VSTREET ROUGH TO DATE'ARE NOT COMPLIANCE W1THE LAW, k� r �� SOU , N.Y. 11971 93 - 303 SCDHS Ref. # RIO-00-0227 pG4' G P n o�n ! am familiar with the STANDARDS FOR APPROVAL ell �n IL _ AND CONSTRUCTION OF SUBSURFACE SEWAGE ," CLU✓ O�/�EP� DISPOSAL SYS TEMS FOR SINGL E FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. '(R L.=\ 1189.150' S 9g•5570 ` E 0' P/ O� 40 2 R , , I 66, 01 rd's E°Semi / 1' i� %2�'12� E• a �2 / � � ,, nI R• ,3 ill .50 �9 5A. 99 �1 I q' V 5 ` 90 SURVEY OF JW LOT 8 / 6 0 X8.17A.S COUNTRY CLUB ES TA TES " `w• „'� a ` O FALED OCT. v,we MAP N0. 6736 A T CUTCHOGUE Zs�y�r hx 3 5 TOWN OF SOUTHOLD MI/i919.9' Q SUFFOLK COUNTY, N. Y. s 1000 - 109 - 03 - 2.29 vLe6o LOT �t Scale: 1" = 40' 1 Qca dw Lo Sept. 2t 2000 ��flG ///n q \ 3 M1 poo! ,r., WC."M9 FORoub \ wed ll , ' Cn '� ` 0 .veil 00' N� 05. 430 O C� �N T.METj 0 � The locations o/ wells and cesspools 5g°0 ,� O = f �0 shown hereon are from field observations r°� AREA 40,426 sq t. and or from data obtained from others. of v �,e� ;� "sr;'-;%�pr� ! r+a1\ C.P. ELEVATIONS ARE REFERENCED rI ��"�'�I� f TO AN ASSUMED DA TUM. fes' 0 ANY AL TERATION OR ADDITION TO SURVEY /S A VIOLATION OF SECTION 7209 OF THE NEW YORK STA TE EDUCA TION LAW. 49 e e L lC. NO. 496/8 EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER TIFICA TIONS HEREON ARE VALA? FOR TMS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR TW WMESSED SEAL OF TI+E SURVEYOR PECONIC S S, P.C. WHOSE SIGIM TL/RE APPEARS HEREON. (631) 765 - 5020 FAX (631) 765 - 1797 AMTIONALL Y TO COWL Y WITH SAD LAW THE TERM AL TERED BY' .B.IS0. BOX 909 TRA VEL ER STREET AT BE USED BY ANY AND ALL SL RVEYORS UTLIZWG A COPY OF ANOTWR SlARVEYOR'S AIAP. TERMS SUCH AS 'INSPECTED' AND $BOUGHT - TO - DATE' ARE NOT Aa COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 1197/ 93 - 303 N -,t4 Pa�C. a3j STS NDARD PkNEL LAY UT r `! 8' RADIUS STEP OPTION (8) ST},NDARD //r 5' OR 9' WE AT RADIUS PANELS , A PA. L JOINTS !AS SHOWN (1) 17 7/8" RADIUS R •_6• (MAR 5' OR 9') SPACER PANEL TYP. 1 (3) REVERSE -- BOTH SIDES OF STEP X RADIUS PANELS 5' -41 — X H/ X X 1 5' 7ANEL AX X X X 4' X G -6" X i 8-6 V-10 3/ 1' R7'-1" X . TO_ R4'-6' /_ 8'-2- OINTA(TYP.) RA STANDARD 41-3' 3'-10' 6' i RADIUS PANEL Q -- 4' 4-9 I 7'-2' 5. 19'- 3/4' 2' J22 ROPE "-16) STANDARD � 41-6' S 2' 2. 1'-5j' RADIUS PANELS R8'-6' 5'-6' _ t� 2 2 6' _ X 6'-5' 5'-8' _ i 6'-3' 58� nn p s Y 4' P I 1' X O� F X p R8'-6 i 6, X RADIUS PANELS 3'-4' 6 ' USE BACKBRACE AT PANEL JOINTS RAD. SPACER G RADIUS STEP OPTION SECTION A—A AND THE CENTER OF 6' LONG ADIUSAPDARD PANEL NEL PANELS AS SHOWN (MARKED X) (1) STANDARD RADIUS PANEL 32'-1 3/4" 6'-0 3/4" 31'-4 /4*' X5. X D B TO F = 8'-9 3/4' 2'-7 3/4" TIP OF BOARD X O ABOVE POINT "A" C TO F = 18'-7 3/4' POINT "A"- WATERLINE B TO G = 19'-9 1/2' 1 17 7/8" C TO G = 11'-1 1/4" 1'-8'" 3'-4' RAD. SPACER XS' 2'-11" PANEL 7'-2 1/4' 6' 8'-4- x -48 X5. MINIMUM DEPTH R7'-1" D E -11 /4' 4'-8" BELOW POINT A" TO PANEL ❑ H = 21 1 /4' JOINT ( P.) WTO H = 11 9 2' 2'-7 3/4" X5 4 6' 14' 7'-4 1/4,. .. SECTION B—B 9' (3) STANDARD "IMMEDIATELY" X RADIUS PANELS ENCLOSE POOL TO CODE UPON COMPLETION BEFORE"WATER" 17' x 33' KIDNEY RIGHT Page 1 of 3 GX- 1296 _S54 °04130W 85,00' ff �ax ��y >N �x ysA,� i o TN .•��a GFBGE TU n m c4. BOX ,�� -o J,r� .-�Y.S✓_�C �r�ss G� .zr orrr,x cA, N PROVIDE ANTI-SCALD AND/OR APPROVED AS NOTED W DAT 0 I THERMAL SHOCK PREVENTING 3 n B.F. N 27iS �S r W DEVICES AS TO PART.902.6(K) FEE: J_</S• oo B . 1/ &y. STATE BUILDING CODE, NOTIFY BUILDING DEPARTMENT AT W JW 765-1802 9 AM TO 4 PM FOR THF FOLLOWING INSPECTIONS: /1 q 1 FOUNDATION - TWO REQUIRED F� DRAWING INDEX ROUGH -POURED CONCRETE W N PROVIDE HR. FIRE 2. ROUGH - FRAMV:G & PLUM611VG U RATED SEPARATION TO 3. INSULATION 4. FINAL - CONSTRUCTION Mi. p C-1 COVER SHEET PART. EBUI BUILDING ALL BE COMPLETE FOR C.O. a a �O N.Y. STATE BUILDING CODE. I THE REQUIREMENT S OF THE KI STATE CONSTRUCTION 0, EIN'l lr A-I MAIN LEVEL ARCHITECTURAL a ELECTRICAL PLAN CODES. NOT RESPONSIBLE r-Or p y O DESIGN OR CONSTRUCTION ERROR` F PROVIDE OPENINGS FOR ,o A-2 UPPER LEVEL ARCHITECTURAL & ELECTRICAL PLAN EMERGENCY ESCAPE AS F F A-3 BUILDING ELEVATIONS REQUIRED BY PART 714 C OR p�L I N.Y. STATE Btl t01t,r, CODL. OCCUPANCY Ce�� R.9 iCra,�9 po / A-4 BUILDING ELEVATIONS L F 1S ��Is� Nhp DO NOT PROCEED MITI I 4°' � E<OU T U.", ".; I". : a r S-1 FOUNDATION & HAIN LEVEL FLOOR FRAMING PLAN FRAMING UNTIL SUR' 1 OF FOUNDATION LOGhTIU.�, + 2, S-2 MAIN LEVEL WALL & CEILING FRAMING PLAN HAS BEEN APPROVED. IZ" Z�.Da 2s PROVIDE SMOKE-DETECTING ALARM DEVICES S-3 UPPER LEVEL WALL 8 CEILING FRAuiiJG PLAN PI_t1 NFiiI\',f;a ALL PLLICAClNU VIP ST S-4 ROOF FRAMING PLAN vv Ti:R t NILS NEED AS TO PART. 721.1 Ti ELI 01_(E 1x) -RiNG N.Y.S BUILDING CODE. �hjE Dw I SD-I DETAILS PGS SP-1 SPECIFICATIONS UNDERWRITERS CERTIFICATE �Rry� RUED REQUIRED ' I SP-2 SPECIFICATIONS 01 tyP%. it: "o L u,.ly pvR�h 351 p UNDERWRITERS CERTIFICATE E TIFICATE \ �N EDN Ifj �j31 x 551 \ U ..? o m m IO°kms as Z BUILDING DATA !` `; �tLD -a.11s _� zm AREA . VOLUME Ilk LIVABLE AREA - - MAIN LEVEL 2 176 S.r, 19 584C.F. UPPER LEVEL 890 S.F. 6,897 C.F. E;,Lr J -,/ : ./ " %� ,_-_• ,17. \ SUBTOTAL 3,066 S.F. 26,481 C.F. ISI BASEMENT LEVEL LIVABLE ONLY) N/A N/A O TOTAL LIVABLE 3,066 S.F. 26,481 C.F. \ C IouN2 NON LIVABLE AREA ATTIC NIA I t:l Gz7 w G �895d/ GARAGE 588 S.F. 6,174 C.F. j21 PORCH 320 S.F. 2,976 C.F. yi.J iW� - yT ,jF s7,471 1 TOTAL NON LIVIABLE 908 S.F. 9,150 C.F. U z 10 54°50' 36" W GauUT�Y auk DRIUE, 30a DlAl touw a 0 W SCHEMATIC SITE PLAN SCALE : I'=16'-0' O SITE DATA TAKEN FROM SURVEY a O PREPARED BY YOUNG AND YOUNG ENGINEERING A O SEE ENGINEERING SITE PLAN BY OTHERS Z $ FOR PRECISE BUILDING LOCATION AND SITE DATA. D Q � N 01 RES [DENCE O a 1003 F DLv6 # / ©Copyright 2000 Raymond L. Caselli, Architect LLC:. All rights reserved. Plans, designs and ideas shown hereon in computerized C_1 or paper form are the property of Raymond L. Casellli,Architect LLC,and shall not be used, disclosed,altered or reproduced by any person,firm or corporation for any purpose withouit the written permission of Raymond L. Caselli,Architect LLC. I OF IZ � 0 W I 0 0 SYMBOLS LEGEND z q' FLOOR DUPLEX OUTLET W y y pj'K I Vfl/ I DUPLEX OUTLET A A a 0--= 220-VOLT OUTLET �ri GROUND FAULT INTERUPTER OUTLET U z — O /// O I/2 SWITCHED DUPLEX OUTLET 0 FOURPLEX OUTLET f1r "a — — \ b9_ WALL SWITCH O / fA-A RHEOSTAT DIMMER SWITCH C � td1-°1 THREE WAY SWITCH U 11��1 'i � 9�ooM H}' JAMB SWITCH F+ U TELEPHONE JACK O �D �- SpUINV INSUAIT(OIJ �S i (Ur GH CABLE TV JACK a _ I Uld1�1 SMOKE DETECTOR 'fQ THERMOSTAT _ I '605T• hyu51G j Q JUNCTION BOX SII moo DOOR BELL BUTTON GARB III / I b(USIG �HB DOOR BELL p .3,OQ SD 2WUM II 41- HOSE BIBS OO 110, �Fy FORCED GAS Z' Z7'DO — _ -0 .. 1 ® II' P STEP/WALL LIGHT ' Z _ LIGHT FIXTURE-SURFACE CEILING MOUNTED O I 5fTN LIGHT FIXTURE-SURFACE WALL MOUNTED �11 I INBN ❑ _ - - OM MINI FIXTURE - SUFFIX _'Namw —l__ FLUORESCENT FIXTURE Sffp wUpp I l—' TRACK LIGHTING Q LIGHTING FIXTURE - RECESSED P _LAY_ eh8_ _ _ p ®^ EXHAUST FAN - RECESSED - W I7. - Nk FL /LW �'l-. WP I �W Eti EXHAUST FAN/LIGHT - RECESSED 61K _ ®e)��H EXHAUST FAN/LIGHT/HEAT - RECESSED UU - i� G (!u/IJ I'gUlflIN6�— I. _ 06/H EXHAUST FAN/HEAT - RECESSED G+ 6 ��„_„ \ I - AAA RECESSED EYE BALL HALO ITL = IM1LLV I I ly( G _ -�O PO RU� I POST LIGHT - WUUD — — — r4d51L CLQ FLOOD LIGHTS UTILITY _ pN U — _ — _ = — LIGHT FIXTURE - SURFACE CEILING MOUNTED, C db L�$ _ 31 XA / _ ____ _ _. - -_ __ . -_. _ F PORCELAIN \S U tj 1 W \ seowrw/ fRFWA. �� yy I a J V N \ DSIV Woup 5Y51�E1+�, O I �.i_ —tou��wlrtw(, ll g,1,I STUM - TO I =TRPrY a6. W0017 ILtQ I� woo c Z649 REW& G•PI � � �N9 a � � TC�UicRkfac, lW � v ! I MAIN LEVEL ARCHITECTURAL & ELECTRICAL PLAN a a SCALE: 1/4'= V-0' GENERAL NOTES: A D SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. Z c 2) ROOM SIZES SHOWN ARE APPROXIMATE, SEE FRAMING PLANS FOR ACTUAL DIMENSIONS. 3) PROVIDE FIRE RATED 5/8' TYPE X DRYWALL AT WALLS AND CEILING OF GARAGE PER CODE. O N 4) ALL CEILINGS SHALL BE FLAT DRYWALL UNLESS OTHERWISE NOTED. (U.O.N.) t` 5) ALL CEILING HEIGHTS ARE MEASURED FROM SUB FLOOR BELOW U.O.N. N 6) MODIFY ELECTRICAL AS REQUIRED FOR ACTUAL EQUIPMENT SELECTIONS, OR PER MANUFACTURER'S SPECIFICATIONS. rn r- O O P. --I-- .+ 2603 © Copyright 2000 Raymond L. Caselli, Architect LLC. All rights reserved. Plans,designs and ideas shown hereon in computerized A� 1 or paper form are the property of Raymond L. Caselli„ Architect LLC, and shall not be used, disclosed,altered or reproduced by any person,firm or corporation for any purpose without tlhe written permission of Raymond L. Caselli,Architect LLC. Z Of 1Z 0 Z z W � A A U O a as P OC) U °o • 3 . 00S,D, � 101. � IZ•2�•00 C� i lI GN I - I IT,LE, T 0 0 ® WOd Waov 'GM7. GV�RPtZhlc, I EJ ATfrr✓ 1AWT W ull TO PINING P3wvj. - V V 13 O e A W w UPPER LEVEL ARCHITECTURAL & ELECTRICAL PLAN W SCALE: 1!4'= 1'-0' ° GENERAL NOTES: 1) SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. a 2) ROOM SIZES SHOWN ARE APPROXIMATE, SEE FRAMING PLANS FOR ACTUAL DIMENSIONS. 3) ALL CEILINGS SHALL BE FLAT DRYWALL UNLESS OTHERWISE NOTED. (U.O.N.) ° 4) ALL CEILING HEIGHTS ARE MEASURED FROM SUB FLOOR BELOW U.O.N. ^ ° 5) MODIFY ELECTRICAL AS REQUIRED FOR ACTUAL EQUIPMENT SELECTIONS, OR PER MANUFACTURER'S SPECIFICATIONS. F-1 Pa O N N O O a 1 + 2003 VW& A-2 ©Copyright 2000 Raymond L. Caselli,Architect LLC. All rights reserved. Plans,designs and ideas shown hereon in computerized or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used, disclosed,altered or reproduced by any person,firm or corporation for any purpose without the writtern permission of Raymond L. Caselli,Architect LLC. --LOL7CIn7t)Otr�/ TCIpl VBtJ'( %U110(yto M'A&WT X07 PROVIDE '/ HR. FIRE u�rrc� RATED SEPARATION TO PART. 717.3 (f) (1) OF 12 N.Y. STATE BUILDING CODE. 704 � -rop of 1Z. PROVIDE OPENINGS FOR � e[& b�6 123I� EMERGENCY ESCAPE AS O IZ IRED By PART 714 OF N.Y STATE BUILDING CODE. W \ I G410 I&416 Z �� 14310 1¢310 2¢310 24310 24310 A .j / -'If uki C f br---- _ _ to 2uD w- z I ZfF4G 1.bi-sliOwN �CtF� - N � F W �I THill -offomt,Tr- �I O I I J 56_(aS Sp �y H h tl� POMP. o O 'a Aytt Wf:) a U \ / r 2446 2046 tb 6 7b 5 26 t --- Zgls 2452 x¢52 246z Z4 52 sz 1 1 i 1 12'Z7'00 0 4lk - � I I I I I 1 -1- -�- -� - - REAR ELEVATION SCALE: 1/4'= 1'-0' ELEVATION NOTES: U SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. 2) ADJUST ALL FINISH GRADES PIER ENGINEERED SITE PLAN PREPARED BY OTHERS. 3) F.G. = FIXED GLASS 4) WINDOW SIZES ARE NOMINAL FRAME OPENINGS ONLY. 2040 DENOTES 2-0' x 4-0' UNIT SIZE. a. m J N a c _=tdl� UoOo� tDtsE 06NT J ` r ' SPOT µ6N'i5 U IZ 3�4 � roN - a 00 Lb 00 VJ � 2nz6 20�24, 202(v �, 2026 2026 Zow � 24310 2010 2010 �lF1R�Iz R�1 Gw�� 7iNDPt -OMP,F GOWMN� \ — 24JD Ft. 0 M FN r I 203 o o 2032 El _ x IST 2446 7446 1144(, 368015TFL A 325q 3259 3ZSq 3ZSq II fII I�r�II IS? fL• �NE+ ��N� a O 1� �l O pORGH � a O1 1 l 'Force MkMIU& � I — 25 N W M I 1 FRONT ELEVATION 1 ,�-• � I (SCALE: 1/4'= 1'-0' 2603 I) SEE ION SD- ANDESP- SHEETS FOR ADDITIONAL INFORMATION. 2) ADJUST ALL FINISH GRADES PER ENGINEERED SITE PLAN PREPARED BY OTHERS. 3) F.G. = FIXED GLASS ,4) WINDOW SIZES ARE NOMINAL FRAME OPENINGS ONLY. 2040 DENOTES 2'-0' x 4'-0' UNIT SIZE. /�A -3 © Copyright 2000 Raymond L. Caselli, Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used, disclosed,altered or reproduced by any person,firm or corporation for any purpose without the written permission of Raymond L. Caselli,Architect LLC. 4 O IZ. PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. _ spnT SWT Con � CG O Z z �Pttfl�t_�lill�6�6 IZ � A LD1- A 1451D 241610 14310 19310 -Z4310 14310 - .� Sk)D R/jK w ° F w 1t1t11P�P� NSlratiT-Rs SET � C�7 4 10IL6 r7 �GK�045TOTMRR � TDdf(GTJ-FNxiAS �"� � OU x ZX�LIN��o IST � 4 /�vo�t3hu0 RD. 2032 IST �, 24310 29'31 D 14 - - Z 24.52 2452FIIzsT Fi ' �AKA{�r �'-' I Z' 27.60 r I I I INrN=�3[bNL UWW � GS L,tAtB _ I I _ ��RA� 5PA*� � _ _ I - �` d —�-I— i I Lf--- LEFT SIDE ELEVATION _ SCALE: 1/4'= V-0' ELEVATION NOTES: U SEE SD- AND SP- SHEETS FOR ADDITIONAL IINFORMATION. 1� 2) ADJUST ALL FINISH GRADES PER ENGINEERIED SITE PLAN PREPARED BY :)THERS. 3) F.G. = FIXED GLASS 4) WINDOW SIZES ARE NOMINAL FRAME OPENIDVGS ONLY. 2040 DENOTES Z'-0' x 4'-0' UNIT SIZE. �i"PUf slif.6)rB6Nb U R,19 o 'G [Drop CAP 2 1 r 510%Tl'oR REnt. KD `j '• I2 6YPBP sTD0E-0WBBR ` " Ella, FI„ 5/4T4G %A N suis f(&R ROK O'-0" 4 "Ralsts, gOhRD - IZ 54utMl, 0 0, ID >TOLr ° pum kPPRnX, (sKftil7fr \ a o M B%T 48" O,c.W/LIZ"x �I : "C fCASNINro POND 1 Id' NWAOR 8ocTe. TO fouWATION IID V ) tUA7KPR RIJ(, _WOOD = W W 2�� GMd ; I� sPlatVt SIfiINL1Ffv �D flU.souD W/GO NL• "` - , ��41JDNTIOAI W1Y1f�PRtl$Nb (yWnonsl+httPh� U1 3m' j6; —IZy- R€IuwRL+Nm(F-Aui �l 3 12 IID �Q p °o° _ #4 BkrtS I6"d,L.HoRIzoN rr L *Tlra7P fA�+h fRl�l i esa vhun "7gMTG, DUIJDOC60N 2" Zn *4ihKt' leo.o U>; m, � 2Nnfl . / sPOTI'Lo- � OccuRSl TKP' Q� a 3" PU4 RhNk) URT W TRRO Rtt/F tIr U O pIU�R fhP�Ztc o _CyDOPGa.UMNy a WwRI.eXTeh)sla � _ W x 4"LONG, 94B 4w4" I I 4"BRUSyt60 STONE O GRhUE4 W/6 MIL F0vf �}"fWNDNT6DN pRNlnt 1 A O UApOR F�• I I Q To.GRhut:oRsF PIf 2446 1146 1 24(o S A16' WW p N _ 25 Bhl5 MOh3 _ N7N�D BA�� I I I I o O L.- - . . I U NrEEK TONS I I I I IXTRI 0 w I ,sPaLr, I I i I � I 2663 I 1 I RIGHT SIDE ELEVATION Dw� _L SCALE: 1/4'= P-0' ELEVATION NOTES: D SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. A-4 10 — - �k UZ, _ -LLL- — ---- 2) ADJUST ALL FINISH GRADES PER ENGINEERED SITE PLAN PREPARED BY OTHERS. 314 -11=67 uti ©Copyright 2000 Raymond L. Caselli,Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized 3) F.G. = FIXED GLASS - or paperform are the property of Raymond L, Caselli,Architect LLC, and shall not be used, disclosed,altered or reproduced by any 4) WINDOW SIZES ARE NOMINAL FRAME OPENINGS ONLY. 2040 DENOTES 2'-0' x 4'-0' UNIT SIZE. person,firm or corporation for Any purpose without the written permission of Raymond L. Caselli,Architect LLC. �J ©F I Z 8 6 0 PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF \ N.Y. STATE BUILDING CODE. Po (�S `� (`� pL ` � V Z IV 6-0 � 3,ZKl2s _ 3 •Zx t2's 3"2x(2'5 _ Pc �_I �:I � P� �� N � � u Zi W 27'-6 62, oll c , r X ' I 2.2X12'5 Ft, PI, Jhl I ^y x _ I _4 m ml O U ,N _ Z•2x(Dreprrg V- 3�2°XII g° � M[,. I <I- 'L•2XI0 (,EpG61Q M 1177$ TJ 1 'PRO 2,50 N 117Ig TJI PRO ADO I^ , J V _ x I 1 " I i I 22X10 V0 e _ I I &W" Z • 27. 00 lG"o•L lb" 0, c. I ry/ o IT o N 3�2X117�g bb. I — 4 PesT P-z I 1\1 I 0 I 1 N 21 1 I I— _I N I ( N L_ N —I :EXTESY1lltJ!^" 7' 7c ' ' I$ 6" 1`0 I " " I u ' I 3'�2XII7�8"MG, _ — 1}U ~ - 7-6 q-4 7-4 ► A -Ir I I o _ I F_ - I = -A 117/g°Tal I I y I I u — II n Pltoy5016"o.c. hill I PT-- j-/W-5 lb'16.G `� "� PL (�� I 3�°X1178°ML• I I AIIXII�g!n F f' --, puMP �-4 I 3 _ J L _J - J L I 3'/zxu74"Mc• s�-I VI - - - bp IF 7�8°MD. I, 9 f rYPlcx( r j +r I _ L — ` h t0 L L `y J m I ^ N 9 � �-nc '�. - � c n II , I r - I I S� 594 — 6 - a M p r+ r I scMa 00ra22 — � �,,h � � 1— — — -- — — � E-+ N L IZ-0,1 m I I 716„ q_6" 131 4 j5 " C.2 -6 W FRAMING LEGEND U a — �•�--I STL. COL. CONCRETE FILLED 31/2' DIA. LALLY COLUMN, U.O.N. FOUNDATION & MAIN LEVELFLOOR FRAMING PLAN A 0 0 POST TO EQUAL FULL BEAM WIDTH ABOVE, 2-2'x MIN. SCALE. 1/4 VI -0 TYP., U.O.N. F-I STRUCTURAL NOTES: O ��Cb O PL ❑ PL POST FROM ABOVE (POINT LOAD) U SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. t 2) PL = POINT LOAD ABOVE. N - BEAM ABOVE 3) ALL BEAMS TO BE DROPPED. U.O.N.(UNLESS OTHERWISE NOTED) n L 4) ALL POSTS (P-0 SHALL BE 3 1/2' DIAMETER SCIHEDULE 40 U.O.N Vaj *q Il-CI)' ! JOIST ABOVE 5) POST P-2 =4' DIAMETER SCHEDULE 40 STEEL PIIPE COLUMN Qn 6) POST P-3 =5' DIAMETER SCHEDULE 40 STEEL POPE COLUMN RAFTER-DIRECTION OF ARROW INDICATES SLOPE DOWNWARD 7) FOOTINGS TO BE 2'-6' X 2'-6' WITH 3 #4 BARSI EACH WAY U.O.N P, BWA 8) FOOTING F-2 TO BE 3'-0' X 3'-0' WITH 4 #4 BARS EACH WAY BEARING WALL ABOVE 9) BASEMENT SLAB TO BE 4' THICK OVER 6. OF GRAVEL W/6 X 6 W 2.9 X 2.9WWF 10) GARAGE SLAB TO BE 5' THICK OVER 6' OF GRAIVEL W/6 X 6 W 2.9 X 2.9WWF BEARING WALL OR ROOF PLATE IU PROVIDE FOUNDATIONS FOR EXTERIOR STEPS A5 REQUIRED PER FINAL GRADING PLAN (TYPICAL) V 00 12) ADJUST STEPPED FOOTINGS AS REQUIRED PER FINISH GRADE ELEVATION = GADEGBEKU CONSULTANTS L —1 FLUSH FRAME CONNECTION WITH APPROPRIATE METAL HANGER STRUCTURAL 4 CIVIL ENGINEERS �} 000 WOODLAND AVI! D w(9 PLAWELD.NJ.07080 DOUBLE FRAMED ROOF -PROVIDE ROOF SHEATHING CONTINUOUS THROUGH LOWER ROOF CHRISTOPHER B. GADEGBEKU S-1 i ©Copyright 2000 Raymond L. Caselli,Architect I.L.C. All rights reserved. Plans, designs and ideas shown hereon in computerized or paper form are the property of Raymond L. Caselli,Architect LLC, and shall not be used, disclosed,altered or reproduced b an N.J. LIC. No. 29793 --�/`—I CONSTRUCTION JOINT FOR POURED CONCRETE FOUNDATION WALLS person,firm or corporation for any purpose without the written permission of Raymond L. Caselli,Architect LLC. by y rp b I Z bJ PROFESSIONAL ENGINEER PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS %g3 i REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. ' 33 , I „ I P 1 , J ° I " 44/t b'-Oe I Loll i�. /' 16-(0 'Z2x415 15 bn Q•2YGh a C 14-0 4 6' G^' 6 4n 9-0 n „ n sTDN�&95t; I 2!6r $ 0 616- J U Z \ 16' 3'2Xa'�t� L 2X(9'5 ¢xbPDli PV 3'ZXq.HZ” ML. DIA. �y P / 1000 a W —` �o ._ // /ALumr1SITIP z iW_Atl.NNV \ DN A'I � - N gyf� 12XL's/ �- •O�- C7 72 � - - - U O Zv _ Z 2X0' 1°CA�'fi3 � I IN ► Z o q a 7� - Uh '}-1114X1,7�611M ^� pN4' I pN4" x� ° SD-1 Pu 41' RwR PL• 'ewA B11Zxu7/gnMt. _ FwsN a U 117/9" TJI PRO ZSO I6"0.f. 1171h -rW PRO 250 110"0 4 6S :s! 's tb"o.r, V,00 a' 0 — Ila —LL�I�J # �11I�X( 3 3%ZXII�/E° M 3-13/4X11��8'I f4L. 2668 'd- III - S[bNE U€AlPkp2 -- N 4 d w I ( _ _ Pr�„m - — fSflTkF d' F I I NEtR N �'6G N o k Z'G' h2° 4t 0A 4' S1-D" I,IU� 'v $ q-I I'I� PL 3-014%74° Ml. N M S� Z668 _ IFF m II 6 Tal IFIZ62601606E ' 117 aTJI PRO ?� 3HLX 11�/ "ML, Z!pu qn 3'h)(117/80ML e o o :^ row V) PN 4" - e 8-I '� N V7 M \ �_ 2068 fkfnx.H X + GhuuD2 4n NPO! UP — — s T110 aa` W - x-2.2 to _ _04M TO-ABODE."o P051 I n I p n n n _ 7 _ \ 3RD) , BwA g12V5 ' Q6 -- 7H2'�. O ff MI//, no I K kAA16ER ASSN. 3 1a�4 XII7�Q/" E P NII _a{ 1 TRM( $ FRWIV(P I o Il�e�W. X6,5 x k ML, DIJ 1 W/MBG ABou� 4 kn iL N PWA_3HZX 117/8" MG`� ` h _Q J N _ 4X6 Pxi TIP 311ZxaHZn ML. (L (v v \ �— gI2X4IZ"ML. ZX6 7 y a gyp„ FilW 'opp N C%flnrlC� / INI IYe rA N l—, Z7C6� E 1176"TJI PRO Z50 117/g" Tal PR0250 I PN I w Z 3 R @ E 6" EA, uo Ib�a.c Ib„0,G 1600,4 IM1WkMf, IUITNL&RT '] WWI P07tre Q Ey hBOVE OrJN2R OPTlOu t0 5 a PROVIDE HR. FIRE B I PPGIPL Tb a�E UP o g RATED SEPARATION TO ° , 1 „ 1, hFfb2 SEBIU(0 FUu. `n FSI PART. 717.3 (f) (1) OF M „ 9 D (�e'S 141011 (3-4' 151- X11 a O N,Y, STATE BUILDING CODE. FUtGRBEhMm Z-1'/4XII7�DaMI.! V-SIB"xu°Pb, II _ _ I 1 —%2•zx¢`s — zx6's —— X367 MAIN LEVEL WALL 8t CEILING FRAMING PLAN a Gg7 SCALE: 1/4'= I'-D' O SfONt, 9Rdf- -T �a 326 STRUCTURAL NOTES: c D SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. 2) PL = POINT LOAD ABOVE. O C7 N 3) ALL BEAMS TO BE DROPPED, U.O.N. SD1 6= PROVIDE 1-LAYER 5/8'•TYPE "X" 6& 4) ALL DOORS TO BE CENITERED ON WALL OR 6' FROM ADJACENT WALL, AS SHOWN, U.O.N. N FIRE RATED GYPL BD. ON EACH SIDE 5) SEE ELEVATIONS FOR EXTERIOR DOOR AND WINDOW SIZES. r%1 Q4 OF GARAGE WALLS (UL#U305 1 HR �� O & 1-LAYER AT CEILING (UL# L501 1-HR) WITH LIVABLE ROOM ABOVE O a dY�u I al 6 p GARAGE AS PER CODE. -I O GADEGBEKU CONSULTANTS Loos CSTRUCTURAL a GVIL ENGWEERS 990 WOODLPND AVENUE DW —_ PLA9JFIFID.N3 0]060 ” CHRISTOPHER B. GADEGBEKU S-L ©Copyright are Raymond L. tof Ray Architect LLC. All rights reserved, Plans, designs ,,d ideas shown hereon in computerized - N.J. LIC. No. 29793 or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used,, disclosed, altered or reproduced by any person,firm or corporation for any purpose without the written permission of Raymond L. (Caselli,Architect LLC. PROFESSIONAL ENGINEER ' 0 IZ I PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PARE 714 OF N.Y. STATE BUILDING CODE. + + a O 7 9a III og -/L„In 51 qn ./I o,1 �qp W � a ovTstnfv OFtuhV, bFWW OUFSWFE OT H 7p5 O v 22xtu'� I j y I yy` I 13s=ryh S3F�J Zs�^�/7,U I Z Z7 00 - --- , A 51 °I�, j ° ZXG15 I6°o.G 51 oI, i c --- i 4d'111T1. II u / PasT - I" '$Ehth h6oD� FMS fztm p' it• Gni QI El 0 ZpfiY N P� Z SD-I 4n O„ ❑ 13 4a 0 Fit, 1I 4 Iz(rl: 13810 . o POST PST M>w/� X -I' w s@R• N iINJIbR@t7.510E4A• (,uMZORhIL N � g `-=�� Aid . 7iM--rU EUTyl Bew vPosT ' \J U J m Cj ��p��•y c Ix Z \ POST y N N jL a m P� I , ,e - Z/// In G7 I N Q ' 27 QOD r NPI. ❑ PL _ P� 4 I -DMIS of too. utow ,3 W Wti W N Ib ZXG`s It 16,10 41 III L13 E" j ofRA #� UPPER LEVEL WALL 8t (CEILING FRAMING PLAN a O()TSIOf, of SCALE: 1/4'= I'-0' wPw 13El4W STRUCTURAL NOTES: O SEE SD- AND SP- SHEETS FOR ADDITIOINAL INFORMATION. 2) PL = POINT LOAD ABOVE. 5) ALL BEAMS TO BE DROPPED, U.O.N. 4) ALL DOORS TO BE CENTERED ON WALL OR 6' FROM ADJACENT WALL, AS SHOWN, U.O.N. 5) SEE ELEVATIONS FOR EXTERIOR DOOR AND WINDOW SIZES. O 1 6) PROVIDE I/2' PLYWOOD SHEATHING FOR LIMITED ATTIC STORAGE (20 Les PER SO.FT.) a o z PP N O�TSIpE of WhW SEtaW N � r O O a (23 GADEGBEKUCONSULTANTS 1 ' STRUCTURAL d CMl ENGINEERS �W 980AVENUE PLAWFIE-17),ELD,W.KJ.O]OBO © c Copyright 2000 Raymond L. Caselli, Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized CHRISTOPHER B. GADEGBEKU e-3 or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not he used,disclosed,altered or reproduced by any N.J. LIC. No. 29793 r5 Z person,firm or corporation for any purpose without the written permission of Raymond L. Caselli,Architect LLC. p of I PROFESSIONAL ENGINEER a 6" 9S -,-A 40 ?(FF 40, 60I%AFftS5(6N Rlue oR W e q( W6017 51�d GOtAMSS1W r110(, V W Z � z Q ra 10.12 l �(Z�IM7 'CS1nO-0-' llar - O e N 2.2wO5 S ` 6zz4 -T(P, a s W01 pesT � r� N 2,1. 5 y M II� ILI �j 2XbtS L. U , _:6h1ti0[J`( - �4JusT-?sA'C�. T+1 AU&O FNGIA,. A Ib t. 123/4;IZ I - _—_I 3-ZXIUS I � I 11j II I IG°o,a I /ZX051600,6 I 3.2X6V4 4- .a �2• I25 N o 2.2�1IZ15 fi'PD(,E /� 122x85 �Z3�ei: 12 ,N I ❑ N so M M ap p N 2.2x9 I yl S 1 � N N I - X 3•ZKlzS I 1 "' = d �, 2X60`✓ N o \ N �°j �� E H ex 1�°S,G K \ X xN I a zzaE IZ/4/IZ N X r '� 30 0/4"1Z N /POST Illro�oc Zl6o,GI' 4X47OST N IIbL I2W¢;IZ III N ' y NXX' 2+ Q �sF N 2KW'S / Z•Z7(IUS NXX o — X I . _ N O 1 � IZa/¢:12 I W Z•2X(O 5 Gn � — — _ l3•ZwuS � I W I�� w $4 �1 2X105 I6110•( ZXlO`S 16"o•6 L13 � 123/4' 1Z 123/4 . 1Z ROOF FRAMING PLAN n SCALE: 1/4'= 1'-0' o STRUCTURAL NOTES: W p SEE SD- AND SP- SHEETS FOR ADDITIONAL INFORMATION. 2) PL = POINT LOAD ABOVE. O 3) ALL BEAMS TO BE DROPPED, U.O.N. - I 4) PROVIDE 1/2PLYWOOD SHEATHING FOR LIMITED /ATTIC STORAGE (20 Les PER SO.FT.) O 4V hog O N b N O i � W GGADEGBEKU CONSULTANTS ZO03 C90STRUCTURAL & GVIL ENGINEERS 8WOODLAND AVE pw(? Ve PLANFEU),NJ.070e0 5 CHRISTOPHER B. GADEGBEKU S-4 ©Copyright 2000 Raymond L. Caselli,Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized - N.J. LIC. No. 29793 or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used, disclosedt,altered or reproduced by any person,firm or corporation for any purpose without the written permission of Raymond L. Caselli,Architect LLC. O F 1Z PROFESSIONAL ENGINEER seat root foo ❑❑= ILLUSTRATIONS ARE BASED ON 0 ❑ FIGURE No. R-903.1 Q QY __ ❑ FIREPLACE AND CHIMNEY DETAO.S - o C,A,B.O. BUILDING CODE "War r NauR ar Aim ® 77 71, IZ3�t} 5flP1�lJ(� O �PNhNT�tlNi�ck6 W � r � 3 � � srAane.omrs x nNE `/ W IrIX r/oONAxitAVNIY o ��i1 ,� Z -�E PGtN POR SIZE _ ,��slornTM p. I"I ffTfiCi � � z _ FIM-JOIST Mom, wNrAN O roiLsffiP nAVr6ME MR rrru�E� aft PRhinll) IXPA fA v o !Arm skEPcAN FDR 312& �� '� IhR sOfflTW�UEN( i o — — 00 U U X AROAD FM .• + :., ,.,.•�,.,� , r ; srAwnxclroPiAx Za WID�6-ftf, PUSKA-RUE. •.:.:.' .� ...' .;'•. . r . ; ..: :•• to `sZfth4Ptub WIN •r=:•'-r:•.�1-:.=r:''..r. wsx (D I =i-ffP,$KLTCbtS P& r naafi UMTR Gr � 191A76 `"° �" tl -- Mwu SPKE, OD nAsxr SECTION A-A iUWI/� SCALE: 1/4'= I'-0' M mom -__ Ut�bA�Y�ORfAR Y I U I lin rumACtIXi N��1 r� I{I V 0.Fww!¢ �I�rODUW�m]tlAL "c,c� J N J N mSULraIY `- O U U PA94NN AT r ¢rm am01,61M �rAR ID tLa— X z nt I lb I ilmolE}s Nnarx I + �'-ITL R"30 n � PIAI& - u, O®r71�I I mlc R'36 _ C M R'13 Fool PT 4X4 REQWIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS LL�� Z1Zlt+1 g9. 8&LlL-QasTsl€Nc1f (REFERENCE TABLE No. R-903.1 W/ ALTERA ONS) A.I.n vTm n r t�axs mo ro oars AxAE WW FL Lev. MOM# sN- �qA)t5N - - m upZ TI,(fVM1 li�'ll[IlfllS14-.V-_�i--- NENm s/➢ A ow MIX1Ett r , t@A alik`f✓ DTLK NONm a9roma o a nm ( <s m.tT. �_30 V (EAW 0E a OPkHIU) u•rPFP1ACR �fPFP. fi-LRS141k)(0 mmart ar oromc) c it rwnna WaeiU<.sa n. � DKIP ro' ��x-amrr. r� �,� _ xoom sUa m.aaw o anaman WIRY US 0YN NT P O1 ?Nt O I I`FOIST-! r WOOD $Lbci:W C, xram (uN N vas Ai r aa) c I~ 1 mx>2sss a rnu a FIRMY 2 raw ox a s rmE�°� ' � WOOD FASIA Iq MIN, I n xerAliCE moa roP a wet m mroAr P r" O . u aoRH'� N'f rRWrUN�e xOEU 11YErF5e O VIM 1�2 PIE[ a a aor xsosxcmcsattz' _Mfg W Mil.RhN AZI77p(q 0 �L�b I W400 $ItNn 50, NOMM&r2rarcow v xor x msec mrs a a 2 IST.�l . T(tPEREt� 2X f WDR Al A1R xro PrANs N ear 1 a x W- ZM t e t �Orp GIRGULflfL9N I n"xA'�� ` I a rues rm roc umc N aNCR rm ARONND urea r.nl.nrY x umc rc PACE a ouNeY O SIZI W vus rm a nx 0"v= W vAsr rrA FF/-�� DO r clrw Aauaxr ues — o•raiserom .airs r u�N� R U P'a o _ - — -- _ r as enum ro umltY rws I O ,i�J N vrtrnr APFA IMW IN A1Et a rM'cQ rai U ome a 3q�M t�ao f6 I I7y N Iron° nuur e ?TSllatE kaucY 4• 1` Mf.N'[ - —___�_--I TOP6f'C" a r mixorE Or ciaAN Carom C� Nau.�w s 0asi xE U47MAL QP'aM Mali OPDQ (f['" P. MW roOF T ANY.WKFMlle v= Y MV.HIM PUNTr 000 PAW , 1NUI ROOT' ANanRACE 6 Nor Ns o2Ma 1,A2 2�3 SMI //--�GADEGBEKU CONSULTANTS p V ro Tela ao.eY SECTION B-B STPUCTUpALd CIVIL ENGINEEflS SCALE: 1/4'= P-0' Puu EP N7 0O AVENUE MIS // KIMNR T p Yet ma c' (F-03) FRvF&satOMMY " °°T=WF()MM CHRISTOPHER B, GADEGBEKU SD-1 O Copyright 2000 Raymond L. Caselli, Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized N.J. LIC, No. 29793 _. p A , �i� �I � /c� �I or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used, disclosed, altered or reproduced by any (p^claw- ��" ' ' v r -1 _ _ __ ___I —laa—_ person,firm or corporation for any purpose without the written permission of Raymond L. Caselli, Architect LLC. PROFESSIONAL ENGINEER 9ENERAL NOTES AND FINISH MATERIALS SPECIFICATION work. Failure to adhere to these requirements will relieve the Architect of all Liability and CONCRETE BLOCK FOUNDATION CEILING MOLDING-Allowance Concrete, block work and waterproofing as per plans. All concrete block shall be ASTM C-90 6"crown typical or size as noted on RCP O-Gee shape or equal. Provide 1 x filler as responsibility. load-bearing block. required at sloped ceilings,top and bottom. Add inverted base mold where noted, VDEX 24. Details and sections on the drawings are shown at specific locations and are intended to show general requirements throughout, Details noted "typical"imply all conditions treated FIREBRICK(at masonry boxes) STAIRS )IVISION SUBJECT similarly. Modifications are to be made by the Contractor to accommodate minor variations. A Items to be selected Provide shop drawings for Architect's review and approval. 25. The ArchitecUEngineer shall not be responsible forjobsite safety, construction 21/."x 8"x 4" rose colored, lay in standard pattern all sides(2-1/4" edge exposed). Provide l &h dump ceanou procedures/techniques, or failure of the Builder to execute the work in accordance with the ast. Coordinate with gas log lighter. Entry stair: #1 oak treads, pine risers painted; stepped stringer 1 General Notes drawings or required codes. CHIMNEY POTS Basement stair:#3-D fir treads and risers, stained; box stringer 26. All manufacturers' printed warnings for handling of products must be strictly observed. The Contractor shall verify all stair framing, rise and run, and finish Floor-to-Floor heights, Prior to 2 Site Work words"or approved equal by Architect" are to be assumed whenever a specific manufacturer Mill Hall Clay Products Inc.-Jumbo or equal;size as required per actual flue. construction of stairs, Contractor shall provide Architect with shop drawings for approval. 3 Concrete is noted Clay chimney poi for metal Flue;size as required per actual flue. Architect shall not be responsible for stairs manufactured, constructed or installed without 4 Masonry 27. All codes,trade standards and manufacturers' instructions referenced in the Contract WALKWAYS Architect's approval of shop drawings. Documents shall he the latest adopted edition. Interlocking brick pavers over 4"Q.P. base plus road dust base as required to prevent 5 Metals 28. Alternate and Sample/Shop Drawing Procedures: BOCA Requirements Alternates.G.C. may use an alternate material/item if it is approved equal by the Architect or settling. Option: Concrete slab 6 Carpentry Typical inferior stair and rail notes per Sections 1014.0 Stairways, 1021-0 Guards and 1022.0 Owner - - - --- -- -- ----- -- - ---- -- Handrails of the BOCA National Building Code: Minimum tread = 9" plus 1" nosing. Thermal and Moisture Protection Samples/Shop Drawings:G.C. is to provide Architect/Owner with samples/shop drawings of STONE VENEER 0 0 7 Maximum riser= 8.25". Minimum headroom =6'-8". Handrail Might above nosing of tread � the following items;at least one week prior to applicatioNinstaIlation or ordering: 34"minimum and 38" maximum. Guardrail at 36"AFF (34" at open sides of stairs). Less g Doors,Windows and Glass Trim molding Simulated stone veneer install per manufacturers specifications. Option with A fieldstone than 4"spacing between vertical supports at railings, No rail shall be separated to allow a 4" W Finishes Cabinet slug drawings (samples) veneer. Provide one layer of#30a saturated felt untlerlayment complying with ASTM D-226. g p ) diameter sphere to pass between adjacent, horizontal or vertical members. Less than 4" Lap courses 2" minimum. Color and style by owner 10 Specialties HVAC duct layout prior to basement block construction space between platform and lower rails. r� . HVAC register location EXTERIOR STONE CAPPING: F� 11 Equipment . Electrical switches&outlet locations 2"thick limestone. Stone facing at cut edges. EXCEPTION: W 12 Furnishings . Flooring material and finish The triangular openings fanned by the riser,tread and bottom rail of a guard at the open side . Paint/stain colors WATERPROOFING-See Division 7. of a stairway may be of such a size that a sphere of 6" in diameter cannot pass through. Ca 13 Special Construction . Alternates .. 14 Conveying System • Window schedule DIVISION 5-METAL STAIR AND BALCONY RAILING/SPINDLES-Allowance a C5 Custom window/door shop drawings Standard spindles painted; standard rail stained oak. U Z 15 Mechanical/Plumbing . Stone and grout GENERAL NOTES: Balcony balusters: square. Owner to select size and shape, All turns in railing shall be curved (not mitered); all railings 16 Electrical . Balustrado/rail 1. All exterior horizontal surfaces, walks, terraces, windowsills, etc., shall be sloped 1/8" ai Stair shop drawings minimum per foot to draw water away from building. shall terminate into wall. Align spindle detail to be parallel to railing, plumb and equally -- - - -- - - - - 29. Touch up-Contractor shall correct all needed shrinkage and settlement repairs up to one 2. Steel beams to have 8" bearing area set on ''/."nonshrink grout. spaced, UON. z year after C.O. is issued. 3. Contractor to coordinate plumbing penetrations through foundation concrete slab and wood SOFFITS AND FASCIAS IIVISION A�TEMS TO BE SELECTED framing. 0 DIVISION 2-SITE WORK 4. See detail sheet(s) for additional footing,foundation and concrete information. Clear cedar oo U" Done to be selected by owner shall be treated as"Allowance Items" (per Agreement between Owner U nd Contractor) and are not apart of these drawings and specifications fications All allowances cover the GENERAL NOTES: STEEL COLUMNS EAVE MOLDING F F irect builders cost of finish materials only. Materials to be selected from builder's vendors are 1) Contractor shall verify soil-bearing capacity per structural design load requirements. All steel columns shall be 3-112"diameter schedule 40 or concrete filled, LON, and shall bear Wood to match 0 U object to Owner's approval. Contractor is to provide coordination, rough materials and installation as 2) All exterior horizontal surfaces,walks,terraces,windowsills, etc., shall be sloped 118" directly on concrete footing or steel beam below and have%"steel bearing plates full width of TYPICAL EXTERIOR TRIM Squired. Allowance dollar amount shall include installation costs only on items noted, "installed". minimum per foot to draw water away from building. beam. Clear cedar WISION UTILITIES STRUCTURAL STEEL 1 Pernits/H.O.W. Provide and install complete underground utilities including gas,water(well), sewage system All structural steel shall be prime coated and have steel connections per American Institute of DECK (septic), electrical,telephone and TV (cable)to house per code. See site plan by others. Steel Construction (A.I.S.C.). Steel shall be Fy=36ksi. All dropped steel girders shall have a Pressure-treated deck as per plans with one stair to rear yard 2 Blasting 2x P.T. nailer plate bolted on top with 1/="diameter M.B. at OPTION HONDURAS MAHOGANY 2 Drive and walks SURVEY LAYOUT 48"O.C. Provide shop drawings for Architect's review and approval. EXTERIOR BRACKETS AND POSTS IV 7-7, 00 4 Stone veneer- Surveying for foundation location and verification shall be coordinated by Builder per town's Timber cut to shape on site, cedar, STK requirements and paid for by Owner DIVISION "ARPENTRY 4 Cast stone detailing COLUMNS AND BALUSTRADES DRAIN SYSTEM GENERAL NOTES: i Columns: Turncraft tapered clear pine, prime, painted and size per drawings. 6 Stair and balcony railings/spindles(installed) Contractor to provide and install site drainage system to collect surface water per town 1. All exterior horizontal surfaces,walks,terraces,windowsills, etc., shall be sloped 1/8" Balustrade and rail: Clear cedar or redwood primed, painted. 6 Fireplace finish (face, hearth and mantel) requirements. Water discharge from roof shall be collected in house gutter system and minimum per foot to draw water away from building. 6 Interior decorative columns discharged into site drainage system in 6" underground PVC schedule-40 piping. See site 2. Contractor to coordinate plumbing penetration through foundation concrete slab and wood ROUGH CARPENTRY SPECIFICATIONS plan by others. framing. Typical walls shall be 2 x4 and 2 x 6 studs at 16" o.c. See plans for size. D-fir larch. fi Ceiling mottling 3. See detail sheet(s) for additional footing, foundation and concrete information. Sub-floor sheathing: 3/4"CDX T&G, plywood, glued and nailed. 6 Master bedroom closet organizer system-OPTION EXCAVATION, BACKFILL AND GRADING 4. All joists/headerslbeams shall be continuous to supports with bearing area per code Contractor to provide all required excavation, backfill and finish grading. All disturbed soil minimum. Floor untlerlayment: 518" BC plywood, glued and screwed. Install (i required to align 7 Fiberglass surface to roof terrace.OPTION P q 0 5. All floor sheathing and blocking shall be glued and nailed. flush finish floor of varying thickness. Leave 1/8"gap between sheets(i.e.,tile). areas shalt be seeded and hayed. Provide foundation stone and drainage as per plans. All fi. Flush-framed connections shall have appropriate metal hangers or ledger strips. Notch 8 Entry door window unit, staining, sealing, weather-stripping and installation and backfill areas shall be done with soil suitable for planting and compacted as required in all bottom of joist 1/8" at metal hanger when 2x joists are used. Wall sheathing: 1/2" CDX plywood, 5 ply, hardware are included areas of walks, terraces, drives, etc., to prevent future settling. See site plan by others. Do 7, Provide double joists or solid blockingat 16"O C under all walls. not backfill until walls have cured or are properly braced. j Roof sheathing:5/8"CDX plywood, 5 ply. 8 Finish door hardware 8. Provide fire blocking per code. 9 Finish flooring-wood (installed) FINISH GRADING 9. Provide solid blocking between all fl'-0". Inst having a span greater than 10'. Maximum GPI Joist: 25 series at h. Use depth. 35 series m greater than • Tile @ $5.00/sf Builder responsible!for finish grading and seeding of disturbed areas ertown requirement for spacing between blocking shall be ecifi Install at center or 3rd points of span, glue plus nail 11-7/8"depth. Use (if used) micro "rim board" of equal depth as rim p 9 9 P 9 (GPIs or TJlsper manufacturers specifications). joist. • Marble @ $10.00/sf Certificate of Occulpancy. Contractor responsible for all soil import export. Contractor shall 10. Provide solid block under all posts. finish rade and baickfill soil areas to direct water awe from foundation and surrounding TJI Joist Pro250 series at i t-7/8"depth. Pro rim series at greater than • Carpet @ $30.00/yd - 9 Y 0 11. See reflected ceiling plan for supplemental ceiling framing when applicable. 11-7/8"depth. Use (if used) micro "rim board"of equal depth as rim 10 Mirrors property during and after construction. Adjust all finish grades shown on Architectural Plans 12. Turn ceiling framing at roof to be parallel to roof rafters as required. Box out ceiling framing joist. per engineered site plan (by others) as required. around valley and hip beams. 10 Shower enclosures(installed) 13. Provide blacking as required for proper installation of the various trades. Sill plate: Two 2 x 6 pressure-treated southern yellow pine, 0.40 CCA. 10 Bath and laundry accessories(towel bars, paper holders, DRIVEWAY Flitch beams: Bolt with 5/8"diameter bolts at 12"0.0.staggered,A-307 bolts, LON. .� Ironing board, etc,) 14. Provide 4"clearance from wood framing to masonry fireplace and 2"clearance to smoke 10 Cabinets, countertops, finish and built-ins(Installed) Typical 6"road base with 1"of clean 3/8" pea gravel topping, 12'wide. No curb. See site chamber of chimney above masonry per code. g: Y P ( ` Exterior Dramin Pressure-treated southern allow me, 0.40 CCA terraces, etc.) \\ O Ian h others. "� P Y 15. Contractor to coordinate framing per stair manufacturer's requirements 11 Appliances 16. All beams and headers are to he under joists, UON. STRUCTURAL MATERIAL SPECIFICATIONS '? o M BLASTING-Allowance 17. All posts to be 2-2x studs, minimum or built u with 2x studs to beam width,whichever is Bending stress (Fb) = 850 PSI E m 11 Central vacuum system OPTION Contractor to provide as required per site conditions, p q P larger, UON. Compression (parallel) (Fc11) = 1,400 u 14 Plumbing fixtures and trim (bath, sinks, faucets,tub, shower,toilet, accessories) 18. Provide double rafters at skylight, dormer, roof openings, etc., UON. � • rt z RADON 19. Provide 2x4 collar ties at 32"O.C. at bottom 1/3 of all attic locations, UON. Nail to rafter with Tension stress (Ft) = 500 PSI 15 Garage space heaters, OPTION Contractor shall provide Radon Mitigation System as required per code. three 10-D nails each end,typical. _ Compression (perpendicular) (Fc1) - 625 PSI 16 Surface mounted light fixtures (interior and exterior 20. All hip, ridge and valley beams shall be 2x member or Microlam,sized to equal depth of rafter DIVISION 3-CONCRETE: cut minimum, UON. Shear (parallel) (Fv) = 95 PSI 16 Security system (installed) 21. Block wall plates as required to align fascias at varying roof pitches. Modulus of 16 Intercom (installed) GENERAL NOTES: 22. Fur at fireplace chimney with metal studs as required to maintain drywall clearance per code. Elasticity = ( 1. Basement concrete slab shall be installed prior to backfilling. As required, protect 23. All unfinished lumber exposed to outside weather or in contact with masonry shall be (E) 1,600,000 16 Music pre-wire waterproofing membrane on block walls from damage "pressure treated." Southern yellow pine suitable for"ground contact, " minimum 0.40 CCA. V e 16 Back-up generator OPTION 2. All exterior horizontal surfaces, walks, terraces, windowsills, etc., shall be sloped 1/8"min per 24. Provide 2x flat at all double-framed valleys. DIVISION 7-THERMAL AND MOISTURE PROTECTION r CD foot to draw water away from building. 25. Drill 1"diameter holes at 16: O.C. in rafter/joist spaces as required to provide for adequate 3. See Division 4 for additional information. ventilation (i.e., flush roof beams, skylights). GENERAL NOTES: 4. All bottoms of exterior footings shall be minimum T-6" below rade and centered on bearing 1. All exterior horizontal raw wale walks, terraces,windowsills, etc., shall be sloped 1/8" �' M 9 9 9 26. Truss manufacturers are to be totally responsible for the design and correct fabrication of all IIVISION 1-GENERAL NOTES load atrove. minimum per foot to draw water away from building. L� floor and roof trusses. Manufacturers licensed NY professional engineer shall verify all r/J 5. Terrace/deck footimgs shall be 12" diameter. Concrete-filled sang tube with bottom at 3'-6" conditions and design trusses for specific locale and geographic conditions, as per the latest 2. Provide flashing at all chimney, valley, hip roof and wall penetrations as required for proper Contractor shall use material as specified or an equal approved by ArchileGUOWnef. below rade or 8"xc 8" mason pier u to 8" above rade with 30"SO x 12"D footing with weatherproofing of building. V x 9 masonry P P 9 9 edition of all applicable codes. Architect shall not be responsible for determining design � Permits-Builder responsible for processing building permits and inspections. Permit cost four#4 bars each Wray 3"from footing bottom, with bottom of footing T-0" below grade, LON. loads for areas framed with prefabricated or engineered structural members. 3. Provide roof venting per code, W G� 4. Provide crickets and flashing at all roof penetrations that impede water flow. will be determined when drawings are submitted to State, Township and County agencies as 6. Contractorto coordlinate plumbing penetrations through foundation concrete slab and woad 27. Structural header schedule for bearing walls: E..I required. Allowance item. framing. Ooenine Size Member" ROOFING F� Contractor to pay for all utility charges as required during the entire construction period, up to 7. Fireplace footing to extend 24" beyond masonry on shall sides and have th bars at 12"O.C. U to 5'0" 2-2 x 8 +/" 1/2" plywood Timbedlne "Ultra," install per manufacturers specifications. Maximum year warranty. Color C.O. approval. each way, 3" up from bottom of footing. Footing shall be minimum 12"thick. P Garbage/clean-upall garbage and clean up by Builder. Contractors shall maintain the 8. See detail sheet(s) for additional footing,foundation and concrete information. 5'-1"to 5'-9" 2-2 x 10+ 1/," 1/2' plywood Y Y and texture to be selected by Owner. premises clean and free of all trash/debris and shall protect all adjacent work from damage, 9. Lally column footings shall be 2'-6"x 2'-6"x V-0"thick with four#4 bars 3"above footing 5'-10"to 6'-7" 2-2 x 12+ W 1/2" plywood WATER AND ICE SHIELD soiling, paint over spray, etc. All Over 6'-7" Refer to drawings Provide W.R. Grace ice and water shield at entire roof of roof slopes less than 4:12 pitch at fixtures, equipment, glazing, Floors, etc. shall be left clean bottom, each way,typical, UON. 9 and ready for occupancy upon completion or the project. 10. CMU pier and footing shall be 16"x 16" concrete masonry units with four#5 bars grouted 10 year Homeowner's State Warranty Program shall be provided. solid. Pier is to be keyed to 2'-6"x 2'-6"x V-0"thick poured concrete footing with four#4 bars '3 members with plywood at 6 walls roof edges extending from edge of roof to 24"beyond Inside face of wall below and 36"wide C~ Contractor shall provide and install all materials shown on drawings and specifications as well 3" above footing bottom, each way. Provide four#5 dowels from footing V-8" up into pier. minimum at both sides of hips, crickets, root/wall intersections, valleys and ridges and as as all required rough materials, labor, etc.,to provide the same. All work shall be performed 11. Provide typical fooling and foundation wall for steps at exterior doors. Adjust riser and treads 28. Provide any framing alterations necessary for other building trades. required for proper waterproofing of building. in a professional manner consistent with industry standards for the highest of residential as per field grading conditions. 29. Contractor shall notify Architect one week prior to completion of framing, prior to installation ~ , FLASHING CRICKETS AND VALLEYS construction quality. All construction shall be plumb, straight and square, unless otherwise of plumbing, electrical or HVAC; Contractor shall install any and all corrective framing as I�1 noted (UON) CONCRETE SLAB required per Architect's field review. 18 oz.copper a Drawings are not to be scaled. Contractor shall verify all dimensions, elevations and existing 30. Contractor shall supply a construction stair to provide Owner/Architect access during Option: Aluminum flashing shall conform to ASTM B-209 and be minimum 1 field conditions and ensure that all specified materials are currently available. Contractor Typical concrete slob floors shall be 4"thick with 6 x 6-W2.1 x W2.1 WWF over construction to all floor levels, basement and attic, 0 021"thick(or 0.024"thick). W shall notify the Architect in writing of an discrepancies between the drawings and actual 6 mil.vapor border and 4"of gravel; 2"thick concrete slab and 6 mil.vapor barrier o crawl y y P 9 Back paint flashings with bituminous paint where expected to be in contact with cementitious space. All concrete slab floors shall ev placed over compacted fill to ate dry density WWF FINISH CARPENTRY-INTERIOR MILLWORK conditions before beginning construction. relative density and as required to prevent settling. In on- rade concrete slabs,the WWF materials or dissimilar materials. Provide drip flash at head of windows and doors when not r l Contractor shall notifyArchitect in writing of any field changes made during construction. Y q P 9� 9 All millwork wood to be kiln dried clear select white pine or poplar, Owner to select molding V g g shape. integral withcon unit. All work, including framing, masonry, mechanical, electrical, plumbing, grading, etc., shall reinforcement shall be located midway in the slab thickness. Provide continuous, blind and step Flashing where required to ensure proper weatherproofing. conform to all state and local codes and ordinances having jurisdiction. This building shall be CONCRETE UTILITY, CLOSET POLE AND SHELVING Contractor to coordinate and install all required Flashing, waterproofing, etc.,to ensure a tight, a constructed per BOCA building code, latest UCC adopted edition. All concrete shall be 3,000 P.S.I.with '/+"aggregate, (3,500 P.S.I. air entrained where 314" paint-grade birch wood with continuous 1 x 2 front edge sir; routeretl edges, All butt waterproof building. Counterflash all masonry. Cut and bend on site all flashings at valleys, 0. All materials shall be installed per manufacturers specifications. P 9 plywood 9 P. e 1. Sub-floor elevations indicated on plans are for reference only; actual site elevations may exposed to freezing and thawing conditions during construction and at garages). All joints to he mitered. Shelving to be supported at 32"o.c,with pine brackets, routeretl edges etc. /1 differ Main level sub-floor(S.F.)elevation is denoted as V-0". Adjust sub-floor untlerlayment reinforcing rods shall be grade 60, ASTM-A615. Pole to be 1-1/4"diameter chrome rod. III��I Option: Finish all roof pipe penetrations with copper covers. Iti p so that floor finishes align flush. Closet accessories--Single wood pole and shelf at bedroom and entry closets. Adjustable � Option 2. All dimensions shown are taken from face of stud or face of block, UON. DIVISION 4-MASONRY shelves(12"o.c. minimum vertically) at linen closet. : Fireplaces-provide continuous through Flashing at chimney just above routine. 7 q � Through Flashing shall extend from flue liner to exterior of chimney. r 3. All notes are typical unless otherwise noted, UON. GENERAL NOTES: MASTER BEDROOM CLOSET SYSTEM-OPTION/Allowance �O 4. Structural Design Loads: '? Soil Bearing Capacity., 4,000 PSF California closet system or equal. F4 rq Floor: 40 PSF (L L.) 20 PSF (D.L)60 PSF (Total Load) 1. Provide crawlspace venting per code, where applicable. V1 Ceiling: 20 PSF (L L.) 10 PSF (D.L.) 30 PSF (Total Load) 2. All exterior horizontal surfaces,walks,terraces,windowsills, etc., shall be sloped 1/8" EXTERIOR CEILINGS O Roof., 30 PSF (L.L.) 20 PSF (D.L.) 50 PSF (Total Load) I minimum per foot to draw water away from building. 1 x 6 clear cedar, T&G bead hoard (Wainscott). 5. All angles are to be 90 degrees or 45 degrees, UON. 3. See Division 3 for additional information. - 6, If clarification drawings or information is needed, Contractor shall be responsible for 4. Contractor to coordinate top of block and beam heights(i.e.. beam pockets). Fill block voids C contacting the Architect at least two weeks prior to construction or ordering materials solid under bearing points with pea gravel concrete two courses wide. INTERIOR BASE 7. The Architect shall not be responsible for the identification or removal of asbestos,toxic 5, Contractor to coordinate plumbing penetrations through foundation concrete slab and wood 1 piece T'x 6"mitered joints, painted typical. No fingerjoints. Colonial mold or equal. P framing. Includegarage. 60 3 9 waste, hazardous materials or gases of any kind. 8. AIA Document A-201, General Conditions for Construction, latest edition shall apply. 6. See detail y sheet(s) forl r additional footing, foundation and concrete information. CT CONSULTANTS STRUCTURAL d CIVIL ENGINEERS 9. Obtain utility company permit(s) as required prior to any excavation or construction (i.e.,gas, 7. All masonry veneer ledges to be 8" minimum below finish grade. CASING C OW WOODLAND AVENIE pWC9 8. All masonry Openings shall have appropriate masonry lintels full block width with 8"minimum Picture Frame Windows: 3-1/2"x 3/4"painted typical. Stained at library (match PLAw IELD,NJ.07WO electrical, etc.) bearing !0. Provide all necessary fire protection and ventilation for all HVAC, equipment,appliances, etc- !1. each end. wood). No fingerjoints. All arched openings to be fully jammed and cased. Colonial mold or !1. Notes and details shown in any section apply to all similar sections. UON. 9. All Inside comers im block walls are to have two#4 bars vertically and be filled solid with pea equal. Include garage. 12. Contractor shall take necessary provisions to protect materials from damage,theft, fire and gravel concrete. Window Stools: 1 x poplar, routered edges. CHRISTOPHER B. GADEGBEKU SP-1 water damage, etc. 10. All masonry veneer shall be tied to wall with 16g galv Metal ties at 16" o.c each way. Window Aprons: Match casing, mitered ends. !3. Contractor is responsible for complete compliance to all codes and ordinances as well as I Calcium chloride shall not he used. Mortar type SW compressive strength (fm) 3,000 psi. 0. Z9 93 items indicated on the architectural drawings and within these notes. Contractor shall _ Install continuous fllashing and cotton cord weeps at 32" O.C. maximum within the first j Bf man ' exposed course above grade, O Copyright 2000 Raymond L, Caselli,Architect LLC- All rights reserved. Plans, designs and ideas shown hereon in computerized PROFESSIONAL ENGINEER perform all work in compliance with accepted industry standards and manufacturersspecifications. All discrepancies must a reported industry the Architect p the start any 11. All fireplaces shall thave appropriate ash dump and clean out to basement when applicable. or paper form are the property of Raymond L. Caselli,Architect LLC, and shall not be used, disclosed,altered or reproduced by any Contractor to coordinate. person,firm or corporation for any purpose without the written permission of Raymond L. Caselli,Architect LLC. GENERAL NOTES AND FINISH MATERIALS SPECIFICATION DIVISION 15--MECHANICAL/PLUMBING DIVISION 9—FINISHES ROOF FAN (POWER VENT) Vent attic with Nutone#RF59,thermostatically-controlled exhaust fan,zinc. MECHANICAL—GENERAL NOTES GENERAL NOTES: GUTTERS AND LEADERS 1. All HVAC installation shall be per code and designed by a licensed HVAC contractor. 1 All exterior horizontal surfaces,walks,terraces, windowsills, etc.,shall be sloped 1/8" LIGHT SWITCHES AND OUTLETS Provide gutters and leaders as required to collect and direct water away from building 2. Contractor to coordinate HVAC requirements with framing and masonry (e.g.,flues, etc.) minimum per foot to draw water away from building, Levlton Decora series, white. foundation system. 4"o-gee, continuous 032 aluminum, baked enamel finish. Leaders to be 3. Contractor to coordinate HVAC requirements of all appliances (e.g., cooktop, exhaust, etc.) - All electrical outlets shall be 1'-0"above finished floor, UON(bottom of box). All wall switches 019GA located infield with Owner/Architect approval. All guttersto have aluminum leaf I GYPSUM DRYWALL shall be located 48"above sub floor, ON (center of box). Install GFI and waterproof circuits guards. Connect leaders to underground drainage system. MECHANICAL and fixtures per code. Adjust all electrical outlet locations perfinal finish Installation(e.g.,tile, 1/2" US gypsum sheetrock with tapered edges throughout. Use one-hour fire rated where trim, etc.) Provide electrical service/outlets to all appliances including phones. Space conditioning system: Provide a complete, highest efficiency gas-fired, forced-air Option: . system (heating, air conditioning, humidification, electrostatic air cleaners and exhaust required by code. Use weatherproof drywall at bathroom and shower locations. Taping and 5" half-round 16 oz. copper single bead lap joint, high back,with cast bronze combination systems) Size per code using ASHRAE standards. Contractorto review location of topping according to manufacturer's instructions. Drywall at all walls shall be screwed not TVIPHONE hanger at T-0" o.c. maximum. Leaders to be corrugated 4" round 16 oz. copperwith hinged registers and thermostats with Owner/Architect prior to duct manufacturing or installation. All nailed (do not glue). Use Ourorock at all tile wall areas. Corner beads metal square edge Prewire for cable TV and telephone with one jack per bedroom plus kitchen, family room and hook hanger to match. Connect leaders to underground drainage system. All joints to be branch ducts to be acoustically insulated. Main duct shall have expansion joint between unit strips Outside corners only study. soldered. Provide perforated copper strainers at each downspout. and duct. Provide'shop drawings of duct layout for Architect's approval prior to foundation PAINTING AND CAULKING block work. Subcontractors shall coordinate work with all other trades. All painted areas to be one prime coat, two coats finish. All stained areas to be two coats INTERCOM—Allowance RIDGE VENT stained, two coats finish. Paint to be highest grade from Benjamin Moore or equal, one As part of the telephone system. O Cor-A-Vent continuous ridge vent. Install per manufacturers specifications. Install along Contractor shall install and check all pressure-reducing valves, pop off valves and other interior color per room. Provide up to ten color samples for Owners selection. Install per - _ _ _ ----- able r, "" complete ridge, up to end at gable or top of hip. safety devices priolr to operation. manufacturer's specifications. F+�1 r3 All edges of all doors and windows to be sealed. FLOOD LIGHTS U FOUNDATION WALL WATERPROOFING S.E.E.R. = 12 min All surfaces to be finished shall be clean and free of foreign materials (chit, dust, grease, Four double floodlights. Locations around perimeter of house exterior Homerun-wired or r� Rub-R-Wall waterproofing system by Rubber Polymer Corporation (PRC)with Dow ComingA.F.U.E. _ +90%u asphalt, rust, etc.) four switched locations within the house. Light and switch locations to be determined in field. "Thermadry" rigid foam extruded polystyrene foam insulation and drainage board. Installation Application shall be in a workmanlike manner providing a smooth surface. Sand between Option: Not on house. Part of landscape lighting. W per manufacturers specifications by RPC certified applicator. Two HVAC units: two zones (First floor and upper bedrooms), high efficiency, plastic flue coats. Fill all holes and dents. type with corresponding high efficiency air conditioning units. One unit in basement, isolated UP-LIGHTING INFILTRATION BARRIER from slab; one unilt in attic with drip pan and acoustically isolated from framing. Zone layout Exterior(trim): Oil base stained, (including windows); apply window finish In dining room. Provide circular low voltage cave-up lighting at ceiling of dining room, Tyvek or equal to be approved by Owner/Architect;submit one copy of shop drawings to Architect prior to immediately after installation.(unless windows are pre-finished) Seal dimmable. Install samples for clients to review wattage and brightness at rooms noted. construction to reviiew for conformance with the design concept of project. all knots to prevent staining. U 'Z, Exterior(siding) Oil based penetrating semi solid stain, Cabots, best quality, calor by SECURITY SYSTEM—Allowance a O INSULATION Two Thermostats: Automatic setback, programmable thermostat capable of four setting owner. Walls: R-13 at 2 x 4; R-19 at 2 x 6 walls periods per 24 hours, Honeywell. Programmable daily. FIREPLACE Ceiling/roof: R-30 (use proper vent at cathedral areas) Entry door: Stained and sealed. W Floor: R-19 (when exposed to outside air, including between floorjoists at Humidifiers: "April Air," heavy-duty water wheel type; provide heated lines to Provide electrical requirements and wall switches electrical gas l09 lighter at all fireplace rim joist) prevent freezing in attic. Interior walls: Satin latex at wells and ceilings including garage. Pearl latex at locations as allowed per cotle. U` Provide R-11 insulation at all waste and supply plumbing walls and ceilings and at walls and ceiling in kitchen and baths. O O Electrostatic Honeywell Electronic Air Cleaner, hand wired, CHASE ��...4( U U unconditioned spaces to prevent freezing (e.g., garage, etc.) Full thick batt acoustic air cleaner: 120v electronic type. Cabinets: Pre-stained or painted, included in allowance, Provide one 3" PVC chase from basement to attic for future access, Cap both ends and �/ O insulation at all bedrooms, interior bathroom and laundry room walls, floors and ceilings. label. FF�4I Insulate attic access panel equal to wall/ceiling. Completely insulate garage walls and Interior Painted. Semi-gloss enamel. Stained at library. Paint interior DRYER VENT millwork garage, including door supports. a U LIGHTNING RODS—OPTION/Allowance ceilings. Install complete dryer vent system per manufacturers requirements. Exhaust to be located . Provide and install batt insulation at window and door shim spaces. Fit insulation tight within by Owner/Architect. Caulking: All molding, cabinet and countertop wall joints shall be caulked prior Provide complete lightning rod system with brass or copper finials at probes, spaces and tight to and behind mechanical and electrical services within the plane of to painting with 3M latex caulking. _ insulation. Leave no gaps or spaces, be sure not to compress glass insulation. SPACE HEATERS IN GAIRAGE: OPTION Shelving: Painted, semi-gloss enamel. BACK-UP GENERATOR—OPTION/Allowance Provide and install joint sealers at all holes in all plates to prevent drafts as per code. Provide gas-fired Space heaters. Install as per all applicable codes and per manufacturers Generator(Natural Gas Powered)to provide emergency lighting and electrical capacity for specifications. Garage doors: Stained and sealed, see entry door specifications. HVAC, DHW, KITCHEN, WELL, SEPTIC PUMPS, ETC. ROOF TERRACE MEMBRANE Waterproof,single-ply PVC membrane for roof decks by Duredek, Model Ultra. Color to be Roof, penetrations: Painted to match roof calor if copper cover not used. selected by Owner. Install per manufacturer's specifications. PLUMBING--GENERAL MOTES Interiordoors: Painted, LANDSCAPE LIGHTING—Allowance(designed by others) ''L r Z�,0r5 OPTION:Site fabricated fiberglass decking surface on plywood sub#oor. 1. All plumbing shall Ibe installed per code. 2. All plumbing vent(penetrations through roof shall be behind front ridge. Exterior metal: Alkyd, oil. Including masonry lintels. MUSIC SYSTEM—Allowance(designed by others) DIVISION 8—DOORS,WINDOWS AND GLASS 3. All horizontally sloped runs in basement shall be between floorjoists or along foundation wall. Exterior wood Prewire for music system. 4. All pipe sizes on plumbing riser diagram to be verified and adjusted by plumbing contractor. brackets: Stained GENERAL NOTES: 5. All plumbing penetrations through framing members shall be per code. 1. All exterior horizontal surfaces,walks,terraces,windowsills, etc., shall be sloped 1/8" Window grills/ minimum per foot to draw water away from building. PLUMBING trim: Painted, or stained Plumbing contractor shall prepare and submit plans, riser diagrams and calculations as Concrete Block Walls/ OVERHEAD GARAGE DOORS required. For purposes of clarity and legibility,the drawings are essentially diagrammatic to concrete floors: Garage floor—Benjamin Moore INDUSTRIAL POLYAMIDE epoxy Four-section wood custom overhead door, fully weather-stripped and insulated. Automatic the extent that offsets, bends, special fittings and exact locations are not indicated. coating (add sand to finish to prevent slipper surface). door opener with remote control. Door track to be extended up to ceiling of garage. See Contractor shall mlake use of all data in all of the Contract Documents and shall verify this Basement Floor—Benjamin Moore latex porch and floor. building elevations. information. HVAC Registers: Paint all HVAC registers to match wall, floor or ceiling color. INTERIOR DOORS Hot water heater: Provide one hot water tank, direct vent type as required. Ten-year Paint all HVAC ducts flat black on interior where seen through grill. Solid/Hollow core six panel raised masonite, painted. Provide shop drawings for Architect's warranty, 80 gal. Provide complete gravity (or pumped) insulated re- review and approval at custom units. circulation system. Loop shall extend to furthest bathroom. WOOD FLOORING—Allowance Provide one hour fire-rated C-label,weather-stripped, self-closing door between garage and Plumbing to master tub and shower shall be oversized to 3/4" 2-1/4"x 3/4" red oak#1 or better. house per code. diameter. . DHW overflow shall be plumbed to floor drain. Option: White oak select or select and better. Hose bibs: Globe valve type, brass, anti-freeze: four locations. Install per National Oak Flooring Manufacturer Assoc. standards. ENTRY DOOR/WINDOW UNIT—Allowance 2-1/4"thick raised panel with 4-1/2" interior trim, prefinished with three coats polyurethane Floor drains: Provide floor drains in laundry room and DHW heater location. All thinned to penetrate wood and sanded between coats. Installation by Custom Millshop, 3- floor drains shall have self-priming traps(P-traps). HORIZONTAL SIDING point locking, double-acting hardware, minimum four brass-plated,steel ball beading hinges; Waste plumbing: PVC. 18"wood cedar shingles, re-sawn and rebutted, 5"exposed, straight butt to building comer . r. draining polished bronze threshold and drip, neoprene weather-stripping (O-Lon), shop (no corner BD). certified kiln dried Caulk all joints at doors and windows,. Provide one layer #15 saturated felt underlayment complying with ASTM D-226, lap courses 2"minimum. As drawings, insulated glass with bronze space bar, tempered glass per code. Finish fixtures: Allowance, Contractor to install. alternate, provide one layer air infiltration barrier product (TYVEK manufactured by Dupont Support/insulation Strap and insulate piping as required to eliminate water Corp.,Textiles Fiber Dept., or Architect approval equal). Install as per manufacturers noise/hammer. instructions ---., WINDOWS AND EXTERIOR FRENCH DOORS Manufacturer: Bonneville, Pella,Weathershieltl Gas plumbing All applicable appliances and equipment, including fireplace. FIREPLACE FINISH Glazing: Double pane insulated, Low E,Argon, 5/8"space bar, bar, , Soft water plumbing: Provide plumbing and valves for future soft water hook-up. Verify Fireplace to have stone veneer facing with 20"wide flush slate hearth, tempered glass in all areas required by code location with Owner prior to installation. Grills: Divisions per exterior elevations, simulated divided light, , MARBLE, TILE, GRANITE, LIMESTONE, ETC. 7/8" Muntin bar Valves: All valves in supply plumbing shall be American made, levertype ball To be installed and finished per MIA (Marble Institute of America) standards and or the Tile Exterior finish: Aluminum clad or Flexicron finish, , color:white. valves. Council of America's Handbook for Ceramic Tile Installation and manufacturer's printed Screens: All operable windows. Color—white, Fireplaces: Plumb fireplace for gas log lighter. instructions Provide tile/marble on all walls, ceilings and floors of tub and showers,typical. Jamb liner. beige. Owner to select location of key. Floor tile shall be 12"sq. maximum, no-slip type. All floor/counter tile to be set on a Brick mold: 3-1/2", shape square edge. Radon: Provide Radon Mitigation System as per all applicable codes. reinforced cement grout bed as required to prevent cracking. Provide setting fabric between r \ O Hardware; White,. cement bed and tile to prevent cracking. All bathrooms to have 4" bullnose tile/marble baseON v b All exterior French doors shall have exterior"drip" of same noted as floor finish. All grout shall be non-staining type or sealed to prevent staining. All DIVISION 16—ELECTRICAL t` °D finish at bottom of door with draining bronze threshold. All unglazed finishes shall be sealed with 511 Impregnator Sealer or equal (provide sample for O exterior doors in excess of T-0"tall shall have 3-point approval prior to installation). Provide color match caulk at all grout joints in corners of walls locking hardware. G-U or equal. GENERAL NOTES: or at tubs. 1) All electrical work shall be installed per code and sized by an electrician. E( W Interior: no special interior wood 2 Electrical Subcontrractor shall verify code compliance when locating all electrical equipment, General: Final window schedule to be provided to Architect for review ) Showers/tubs: All tiled showers shall have a shampoo niche 12"W x 30"H with two shelves f electrical panels. and approval prior to ordering or fabrication. Provide shop including location (of pane8"from top and bottom. drawings for custom units for Architect's review and 3) Electrician shall cmnfirm location of security panel with Security Subcontractor, if applicable, W H approval. All doom and windows to have egress hardware and shall provide required electrical. DIVISION 10—SPECIALTIES W and high strength glass per code. Provide appropriate 4) Adjust installation lof ceiling fixtures as per telling design, soffits, etc., clearances. 5) Provide required eaectrical at HVAC and hot water heater, sump pump locations. Contractor a (s7 mullion stiffeners a required. All operable windows to be MIRRORS to coordinate. ' et full height from splash to ceiling, LION. provided with screens. Provide window stops that restrict 1/4" plate mirror in all bathrooms, width of cahin I g p g, window openings to less than 4" on all non-egress windows 6) All electrical boxes shall be installed as required to support fixture weight. Full length of wall in master dressing. with an interior sill height less than 32"and an exterior sill height greater than 6-0"tograde. Restrict window openingSHOWER ENCLOSURES—Allowance 7) Modify electrical as required for actual equipment selections or per manufacturer's to less than 4". All exterior doors to be fully weather-stripped specifications. High strength glass as required per code. Standard frame in all showers except master bath, Q with O-Lon. All fixed windows to have sash when stacked fully weather-stripped, Frameless high strength glass in master bath, brass hardware. Pre- [-y 8) General contractor to notify and walk through with Owner/Architect to review, approve and Pre- with operable window. Fabricated fiberglass units,typical;file shower in master hath. ^ � adjust sall ti required the electrical panel, sub-panel and box locations prior to any wire installation. F�1 FINISH DOOR HARDWARE—Allowance 9) Contractorto provide and install all electrical fixtures. BATHILAUNDRY ACCESSORIES Allowance Contractor to supply all rough hardware and installation. 10) Electrical system layouts are generally diagrammatic, location of outlets and equipment is Including fold-down ironing board 0 approximate. Exact routing of wiring and locations of outlets shall be governed by structural DIVISION 11—EQUIPMENT DEADBOLT LOCKS/WEATHER-STRIPPING conditions and obstructions. Wiring for equipment requiring maintenance and inspection Fri All exterior doors to have deadbolt locks and be fully weather-tripped with Neoprene O-Lon or shall be readily accessible. O equal. 11) All electrical equipment, breakers and time clock controls shall be properly labeled. CABINETRY—Allowance 12) Electrical outlets shall be adjusted as required for finish Items (e.g.,tile, cabinets, etc.) Kitchen/bath/built-in/countertops r \ DOOR KNOBS a Finish as selected by Owner SERVICE APPLIANCES—Allowance Provide service entry capacity in accordance with all applicable electric codes. Service shall See allowances. Contractorto install. DOOR HINGES be underground and to the side of the building, not the front. Main and sub-panel capacity 4"W x 4"H (three butts per 8'door,four butts per 9'door, 5 butts per 10'door). Secure to shall be sized to allow for finished basement and an additional 25% minimum future frame with screws that anchorto rough two 2 x 4 jamb, not finished jamb. amperage capabilitty in addition to future pool requirements. Provide 220V at all applicable CENTRAL VACUUM SYSTEM—OPTION/Allowance -- --- - - appliance locations. Complete central vacuum system with outlets in each bedroom plus as required fora 20' � p j hose length. Outlet and unit located in field with Owner. Highest output residential model - -, -- - RECESSED LIGHTING with electric power head. (Use fire-rated collar if located in garage.) Halo H-7 ICT type or equal. Contractorto install. Halo 99 ICT mini recess fixture where b noted. Standard trim style to be selected by Owner, not a part of allowance. DIVISION 12—FURNISHINGS N 1 Decorative and surface-mounted light fixtures to be provided by Owner; Contractor to install ✓✓✓' y prior to C.O. DIVISION 1"PECIAL CONSTRUCTION O " UNFINISHED BASEMENT/ATTIC ' DMS10N14—CONVEYING SYSTEM Electrician shall provide required switches and incandescent attic and basement lighting; ' switch shall have [light Indicator at attic access. Minimum one fixture every 20'-0", UON. DOORBELLS GADEGBEKU CONSULTANTS Z b0 3 Contractor to supply doorbell/button and transformer system at front and rear doors. STRUCTURAL d CIVIL ENGINEERS SMOKE DETECTORS eo Ma_oouNue PLeAWwoOO N.4o 0TAveN060 Provide continuous;monitoring smoke detectors per code. BATHROOM EXHAUST FLANS CHRISTOPHER B, GADEGBEKU SP-2 In-line exhaust fan remotely mounted in attic. Vent through roof, 110 cfm minimum. ©Copyright 2000 Raymond L. Caselli,Architect LLC. All rights reserved. Plans, designs and ideas shown hereon in computerized - N.J. LIC. No, 29793 --- --- -- - -— - ---�--- - _ -- - ----- --- - - - or paper form are the property of Raymond L. Caselli,Architect LLC,and shall not be used, disclosed, altered or reproduced by any - - person,firm or corporation for any purpose without the written permission of Raymond L. Caselli, Architect U.C. - PROFESSIONAL ENGINEER IZ QF IZ