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HomeMy WebLinkAbout31750-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32395 THIS CERTIFIES that the building NEW DWELLING Date: 06/11/07 Location of Property: 390 TOWN HARBOR LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 62 Block 3 Lot 40 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 24, 2006 pursuant to which Building Permit No. 31750-Z dated JANUARY 24, 2006 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 FRONT DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to NICHOLIS J & ANNA MORIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL PETER SOULLAS 04/23/07 ELECTRICAL CERTIFICATE NO. 68727C 07/02/04 PLUMBERS CERTIFICATION DATED Rev. 1/81 12/23/05 R10-01-0147 -��L f- 1e� ori174 d sigDXture Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL r 765-1802 0 APPLICATION FOR CERTIFICATE OF OCCUPANCY, This application must be filled in by typewriter or ink and submitted to the Building Departmeist witlyfhc 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. .J2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). V3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00/ o Date. _ C)7 New Construction: OldorPre-existing Building: (check one) Location of Property: 3 (� / o w h �d Y -Lr- /--&n House No. Street Hamlet Owner or Owners of Property: /% /j r Vr` ' P Y U! /ill /"/ 'V i� i {� -ice � ✓ J Ct 1 � Irl `r \ Suffolk County Tax Map No 1000, Section C56 oL Block Q 3 Lot 410 Subdivision Filed Map. Lot: Permit No. 0 'j_O Date of Permit. Applicant: Health Dept, Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ (check one) Fee Submitted: $ X5 . DID C_��V�iO Applicant Signature Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 7/2/04 375 Dunton Avenue 68727C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Nicholas & Mrs. Anne Moria Street: 390 Town Harbor Lane Village: Southold Zip: 11971 Town:, Southold Section: 63 Block:3 Lot: 4 Contractor: M. Brancato Electric Lic. # 3618-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor ❑ Indoor %] Basement ❑ Hot Tub x❑ Residential ❑ Det. Garage x❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 15 27 15 5 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 gas gas gas 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer x x 1 8 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / ❑x 2 Bldg. Permit: 278082 Other Eauh3ment It breakers 20/amp panel with main breaker Hugo S.'Surdi President Rough Inspection: 10/22/2002 Inspector: Ed Scavelli Final Inspection: 07/01/2004 Inspector: : John McMahon III This certificate must not be altered in any manner. Inspectors maybe identified by their credentials. o�OgUFFO(,�C� w Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION y - a3 -o-7 Building Permit No. 317 So Owner: �—AciY-1 6 (Please print) Plumber: --Rcf- ax� I 10S (Please print) Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this .- 5 day of 20 S Notary Public, 1C�/'� County k(Plumb(�ignature) DEBORAH DANSKER ROSSI Notary Public, State of New York No.OIDA6086062 Qualified in Suffolk County My Commission Expires Jan. 13 20 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. 31750 Z Permission is hereby granted to: MIKE MORIN 101 WAREHAM ROAD DUMONT,NY 07628 for : Date JANUARY 24, 2006 CONSTRUCTION OF A ONE FAMILY DWELLING WITH REAR DECK AND ATTACHED GARAGE AS APPLIED FOR. THIS PERMIT REPLACES 27808. at premises located at 390 TOWN HARBOR LA SOUTHOLD County Tax Map No. 473889 Section 062 Block 0003 Lot No. 040 pursuant to application dated JANUARY 24, 2006 and approved by the Building Inspector to expire on Fee $ 893.30 Rev. 5/8/02 ORIGINAL 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) n PERMIT NO. 27808 Z Date OCTOBER 18, 2001 Permission is hereby granted to: NICHOLAS JOHN MORIN 443 NELSON AVE CLIFFSIDE PARK,NJ 07010 for : CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AND REAR ON AS APPLIED FOR at premises located at 390 TOWN HARBOR LA SOUTHOLD County Tax Map No. 473889 Section 062 Block 0003 Lot No. 040 pursuant to application dated JULY 25, 2001 and approved by the Building Inspector. Fee $ 1,690.20 X93 3D Iqff ORIGINAL Rev. 2/19/98 Auth rized Signature ITECNOLOGIES ARC1UrBC11= M ANNM CONMUCMN SMVIMS 134WMmRO4MAMftcL Now Yah 11952 631.29&1129 fu:631.2N.1128 November 14, 2005 Southold Town Building Department Southold, N.Y. 11971 Re: Mr. & Mrs. Luciano & Ana Morin 390 Town Harbor Lane Southold, N.Y. 11971 S.C.T.M # 1000-62-3-40 aa� W -31-75-0 2i Per the changes that were made to the original drawings in field by the contractor, we have inspected the changes and certify that they are in compliance with all applicable building codes. If you have any additional questions please feel free to call our office at 631-298-1129. ITECNOLOGIES ARCErnrnm PLeanm awxmucrloxsm m 13405 M® Road, Msa twL New Yadc 11932 631.298.1129 &=63121".1129 December 20, 2002 Southold Town Building Department Southold, NY Re: Revisions to New Morin Residence Southold, New York As per the Clients' request and the Building Department's comments, we have reviewed all changes made by our Client in the field. Some of the changes were structurally adequate, we made sure that any other changes were made to comply with the structural construction of the building. We certify that all changes have been addressed and the building complies with the intent of the original set of construction documents. If you have any additional questions, please don't hesitate to call our office at 298-1129. your time and consideration. ,%i V'r11 4 ITECNOLOGIES ARCEMMM WAIRAM QO?I=UCf1 SERVxM 13/0SM1inRw bbUkQd6 New Yeh 11952 63129&1129 f=631.29&1126 October 18, 2001 Damon Rallis Southold Building Dept. Re: Proposed Morin Residence Town Harbor Lane. Southold, New York 11971 Per our discussion on the telephone on October 17, 2001 we will increase the size of the window in the mentioned bedroom to meet the 18.24 % light requirement. If there are any additional questions or comments please call our office at 298-1129. Thank you for your time. Sincerely, Frank Nottaaro, Architect. Ul M-1802 BUILDING DEPT. INSPECTION IST [ ] ROUGH PLBG. 2ND [ l INSULATION FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY M4RKS: ,g4 7 G� DATE 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE INSPECTOR I �,15-0 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. r-�j INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,e/��.� DATE o3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FJOUGH PLBG. INSULATION [ ] FINAL 3 / -2.�o �t TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INS CTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN L � " N [ ]FRAMING /STRAPPING [ FIN L /� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE l%��d INSPECTOR ,31'750e; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �a °O INSPECTOR M-1802 BUILDING DEPT. I 1pr� QQ INSPECTION �" FOUND . , RAMING FINAL FIREPLACE& CHIMNEY ltA FiL.. ♦_Lim/ r DATE 1 X/ Z M-1802 ¢30� 2,1'� BUILDING DEPT. Zy Aiff` 3Lg3 INSPECTIO A [ ] FOUNDATION IST [ ROUGH PLBG. [] FO DATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 765-1802 BUILDING DEPT. INSPECTION [ ] FOU ATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAgE& IPHIMNEY REMARKS: DATE ,�,27DF,p ?�\I�p M-1802 BUILDING DEPT. /INSPECTION [ FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ) INSULATION [ ] FINAL Examined ..... ..1.QQ...., 20. /0.4 Approved..... FORM NO. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL: 765-1802 BOARD OF HEALTH ............... 3 SETS OF PLANS ............... SURVEY 13 CHECK .. ................ SEPTIC FORM ................... �,S+ S sem/� �� NOTIFY: ^ s `" CALL C?-3.�0:. a 6 3 a : _�yy�� QQ MAIL TO :.................... Permit No. 2)60 S Disapproveda/c .................................. JUL 2 (Building )Qegm/ e.0 ICATION FOR BUILDING PERMIT INSTRUCTIONS Date /:�... ......... 20.'� a. is apPic."?" mit, r)ccmpl tely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of acanra a pale. 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 mist be drawn an the diagram which is part of this application. c. The work covered by this application rey not be con enced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 BERM MALL' to the Building Department for the issuance of a Building Permit pursuant to the Building Zane ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building% for necessary inspections. 4.. .... ....................... (Signature of licant, or nave, if a corporation) bO/- q 3 Irl . �, 6 k-, ..... . V-0. ....................... t" (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician, plumber or builder .................... A�� �c� Name of owner of premises ...../ 991 ��� �O °� �... ��� . . . ...................................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nae and title of corporate officer) Builders License No. .......... PhmbersLicense No . ......................... Electricians License No . ..................... Other Trade's License No . .................... I. Location of land on which proposed work will be donne.............................................................. ........................ ...........r�r . o�,� 1 ...........................n.4.4.................. House Nuaber Street Hamle Canty Tax Map No. 1000 Section ....4.`�.... Block .......... Lot ... f.Q Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State eidsting use and ocagiancy, of premises and intended use and i Dca", a. Existing use and occupancy ............................ —OL.6:.:irL2--, A:innsT.......... b. Intended use and occupancy.......... T...�r ?.�l�r............ f Examined ..... ..1.QQ...., 20. /0.4 Approved..... FORM NO. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL: 765-1802 BOARD OF HEALTH ............... 3 SETS OF PLANS ............... SURVEY 13 CHECK .. ................ SEPTIC FORM ................... �,S+ S sem/� �� NOTIFY: ^ s `" CALL C?-3.�0:. a 6 3 a : _�yy�� QQ MAIL TO :.................... Permit No. 2)60 S Disapproveda/c .................................. JUL 2 (Building )Qegm/ e.0 ICATION FOR BUILDING PERMIT INSTRUCTIONS Date /:�... ......... 20.'� a. is apPic."?" mit, r)ccmpl tely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of acanra a pale. 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 mist be drawn an the diagram which is part of this application. c. The work covered by this application rey not be con enced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 BERM MALL' to the Building Department for the issuance of a Building Permit pursuant to the Building Zane ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building% for necessary inspections. 4.. .... ....................... (Signature of licant, or nave, if a corporation) bO/- q 3 Irl . �, 6 k-, ..... . V-0. ....................... t" (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician, plumber or builder .................... A�� �c� Name of owner of premises ...../ 991 ��� �O °� �... ��� . . . ...................................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nae and title of corporate officer) Builders License No. .......... PhmbersLicense No . ......................... Electricians License No . ..................... Other Trade's License No . .................... I. Location of land on which proposed work will be donne.............................................................. ........................ ...........r�r . o�,� 1 ...........................n.4.4.................. House Nuaber Street Hamle Canty Tax Map No. 1000 Section ....4.`�.... Block .......... Lot ... f.Q Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State eidsting use and ocagiancy, of premises and intended use and i Dca", a. Existing use and occupancy ............................ —OL.6:.:irL2--, A:innsT.......... b. Intended use and occupancy.......... T...�r ?.�l�r............ w,n ku,eaA Much spptrcaule): New Building ..... Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work j (Descrl'•._tion) Estimated Cost..WN..Ii•i7L.. Oii fee .............................. (to be paid on filing this application) If dwelling, nusber of dwelling units ............ Number of dwelling units on each floor ................ Ifgarage, number of cars ...................................... �• If business, Comercial or mired occupancy, specify nature and extent of each type of use ...................... Dimensions of existing structures, if any; I Front ................ Rear Depth Height [saber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Fear ............... Depth .................... Height .................... timber of Stories ............... Dimensions of entire new construction: Front .... ' II__ ......... Rear ...}�.......... Depth ......� ..... Height pZ.V,� ......2..... tinter of Stories ......I .............. Size of lot: Front .... i3j.-5 1....... Fear ....I�J�Depth ...•••T� ........... 0. Date of Purchase ..................... Naae of Former Owner ........................................ 1. Tone or use district in which premises are situated ........ 40 2. Does proposed 'Construction violate any zoning law, ordinance or regulation: ..i , ``IIYl�/............. Will excess fill be removed from premises: YES 3. Will lot be regraded ....1�1 4. Names of Owner of premises LUdIA O A l�i��... Address .�:�i� ` I F/,e A , J ?Jhone No. a01. 3c1b•d43o ..y..� Nese of Arrihiteet . � Oc�� ...O -r c� D......... Address � �� 1 � `�..... krone No. aQQj: i�aq. .......... .. Name of Contractor .......................... Address ...............................Phone No. .............. 5. Is this property within 300 feet of a tidal wetland? * YES .......... No *IF YES, SWMD MM TRINIFES PERMIT HAY BE,REQIIRFD. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set -back dimensions Tao property lines. Give street and block amber or description according to deed, and slow street nmes and indicate nether interior or corner lot. rj L� �S Kjc�lw NF D roar; or mW YOW, SS JMIY (Ir k. . W. .. )NV-) .• .....................being duly sworn, deposes and says that he is the applicant ..........jL.... 'lane of individual signing contract) xrve named, t is the ..... (........... ....... .... ........................................... ......................... (Contract r, agent, corporate officer, etc.) r said owner or owners, and is duly authorized to perform or have performed Use said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief.; and flat the work will be performed in the maturer set forth in the application filed therewith. corn to before me this n ........ 3Q. ..... day of/X(/�20.0./.... Notary Notary Rublic C;4, ELIZABETH A STATHIS NOTARY PUBLIC, State of Now Yodt No. 01 ST8008173, Suffolk County Term Expires June 8, 20a,7- .1:...... :............. (signature of A licant) NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 6 COMPLIANCE FORM THERMAL RATING METHOD ONE- AND TWO-FAMILY BUILDINGS BUILDING HA -r- og- r&,D ADDRESS �U orb. �y liq 11 GROSS FLOOR AREA 20 O NUMBER OF STORIES DEGREE DAYS 10000 CONTRACTOR, ARCHITECT OR ENGINEER tgZk+-AOW6lgs po. 130>< q3 �Igsa- TELEPHONE PRE -QUALIFYING CONDITIONS All pre -qualifying conditions for use of Part 6 have been met. Yes No TOTAL THERMAL RATING The total Thermal Rating for this building design is + �qj . The Worksheets that developed this Thermal Rating are attached. A Thermal Rating of zero or greater indicates that the building envelope complies with the Energy Code. PRESCRIPTIVE REQUIREMENTS INSULATION: 7815.5 Element Required Specified Vapor Barrier - where capable of Yes absorbing moisture Continuity - at plate lines, sill Yesppp� �j6{ lines and corners �� SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero (0) or greater. the proposed design for the building envelope complies with the Energy Code. THERMAL TABLE AREA U—VALUE RATING USED A. ROOF/CEILING 1100 .033 C; &-3 B. NET WALLS C. GLAZING Window Window Skylights D1. FLOORS D2. BASEMENT/CELLAR WALLS Wall Perimeter Exposure Above Grade Wall U -Value Depth of Wall U -Value Below Grade D3. SLAB INSULATION Slab Perimeter Insulation R -Value a 10 . DzH 089 k -t 35'1 44 -la3 6-I c230 Feet 3/ Feet 6 0 Inches Feet E. INFILTRATION CONTROL Conditioned Floor Area Sq. Ft. F. SOUTH FACING GLAZING South Glass/Total Glass Percent G1. Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. TOTAL THERMAL RATING �qj i TEST HOLE DATA EXISTING GRADE LOAM 6" SILTY LOAM 2" LOAMY SAND 3" FINE TO COARSE SAND 1 17' FOR S. C. D. H. S. USE ONL Y TM 1000-062-03-40 GUARANTEED TO LUCIANO MORIN ANNA MORIN ACM NN 65' 23' 20' E FD N/F FRAUENBERG RES. all N N FE COR. Z N 0.7' W 0.]'--- S 67' 33' 40" 10.99' N/F PICCINICH FD IP GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADD17701VAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED ALTERATION OR AD0177ON TO THIS SURVEY IS A WQ ATON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N/F MATTHESICH VACANT LOT GEN'LY LEVEL SLIGHT PITCH TO TOWN HARBOR LANE S 67' 06' 50' W z5 i1. 40.5" 2 PROPOSED RESIDENCE GARAGE N/,F ALEXANDER RESIDENCE 190.57' 1p 50.0 NYT 415 z Q FM: q O.0 > T$is. 0 p • Ll m - �Q �� - I„ 0 p "; aC -zl r. it fG r p E ; } a jad y ( y J S Ir i h Li f/t �' c.L uri 906 uLujr to IL a s IL TM 1000-062-03-40 GUARANTEED TO LUCIANO MORIN ANNA MORIN ACM NN 65' 23' 20' E FD N/F FRAUENBERG RES. all N N FE COR. Z N 0.7' W 0.]'--- S 67' 33' 40" 10.99' N/F PICCINICH FD IP GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADD17701VAL INSTITUTIONS OR SUBSEQUENT OWNERS UNAUTHORIZED ALTERATION OR AD0177ON TO THIS SURVEY IS A WQ ATON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N/F MATTHESICH VACANT LOT GEN'LY LEVEL SLIGHT PITCH TO TOWN HARBOR LANE S 67' 06' 50' W z5 i1. 40.5" 2 PROPOSED RESIDENCE GARAGE N/,F ALEXANDER RESIDENCE 190.57' 1p 50.0 NYT 415 z Q SURVEY OF DESCRIBED PROPERTY S1 TUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ---------- PROPOSED Z I � WATER SERV o Qa TEST PROPOSED HOLE l a w _ SEPTIC a TANK _ P DPOSED { } )CESSPOOL I o - I 0cY� w W U W `O PROPOSED AY (� FD ( { IP I 2.7 z 200.4 1 ' o I Q u \ Lu I L'HOMMEDIEU LANE SURVEYED FOR LUCIANO MORIN ANNA MORIN SURVEYED 28 FEBRUARY, 2001 SCALE 1"=30" AREA= 25,521.619 SF OR 0.586 ACRES ZONED R 40 ELEVATIONS SHOWN ARE DETERMINED FROM SCOPW EAST END TOPO MAPS NOTE: SANITARY & WATER CONNECTION PREVIOUSLY APPROVED: R10--94-0068 /// SURVEYED BY STANLEY J. 1SAKSEN, JR. P.O. BOX 294 NElIf SUFFOLK, NY 11956 63, -7 �83,f n ir LICENSED LANAl�URVEYOR NYS IC. N0. 09273 07C987 X , 0 v v 2n iUl BLDG. DEPT. I '..':" �wuu nc MI ITHOLD W w NIF SCHELIM i N 65' 23' 20' E FE COR. W 0.2' FD CAI CID N � W U W W NIF MATTHESICH N� LOT GEN 'Ll Y LEVEL NIF FRAUENBERG SLIGHT PITCH TO TOWN HARBOR LANE O N N FE CT.:Z I ' N 0.7' FD W 0.3 �I IP S 67' 33' 40" W 10.99' , TM 1000-062-03-40 GUARANTEED TO LUCIANO MORIN ANNA MORIN S 67' 06' 50' W M h h n POURED N h CONCRETE . 0 5.0' o; h � FOUNDA TION o a b N O N NIF ALEXANDER 190.57' 51 4 58.2 SURVEY OF DESCRIBED PROPERTY S1 TUA TE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR LUCIANO MORIN ANNA MORIN yN I,1 415 �-LI i J SURVEYED 28 FEBRUARY, 2001 SCALE 1"=30" Q 0 AREA= 25, 521.619 SF a OR u 0.586 ACRES W h o N �-- Ln N � FD (n p 200.41' w L'HOMMEDIEU LANE NOTE: 1. 05 DECEMBER, 2007 LOCATE POURED CONCRETE FOUNDATION Z O ZONED R 40 ELEVATIONS SHOWN ARE DETERMINED FROM SCDPW EAST END TORO MAPS NOTE: SANITARY & WATER CONNECT70N PREVIOUSLY APPROVED: RIO -94-0068 SURVEYED BY STANLEY J ISAKSEN, JR. P.O. BOX 294 NESUFFOLK, NY 1 56 6,31-ZA4_5955 Al DCEN9ED LAND1,4URVEYOR NYS l lC. NO 273 OIC987 ..t _.l; p. 1,,!, I I TM 1000-062-03-00 GUARANTEED TO LUCIANO MORIN ANNA MORIN U N/l'SCHELIM x �(o o (or47 ! =I N65023'20'E FE COR. .. .._ W02' FO CM N/F FRA UENBERG N A S 670 33'40" W 10.99' FD IP S 670 06'50'W N/F MATTHESICH 190.57' STEPS CELLAR ENTR. h h /P 40.9' S1 4 WATFR LINE SERVICE ONESTORY 4r—� RESIDENCE 1.8 3 f h sr GARAGE 4, h N 200.41' N/F ALEXANDER SEPTIC \ CESSPOOL ASPNALTDRIVEWAY WBLOCKCURBING 0 NYI 415 W 0 r L'HOMMEDIEU LANE 3. 28 NOV 05 ADD DIMENSION CESSPOOL TO FOUNDATION. 2.15JULY05 FINAL SURVEY 1. 05 DECEMBER, 2001 LOCATE POURED CONCRETE FOUNDATION SURVEY OF DESCRIBED PROPERTY SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. SURVEYED FOR LUCIANO MORIN ANNA MORIN SURVEYED 28 FEBRUARY, 2001 SURVEYED BY STANLEY✓. ISAKSEN, JR. P.O. BOX 294 NEW SdFFOLK. NY 11956 NYS 01C987 SCALE 1"=30' - - W Z AREA= 25,521.619 SF OR 0.566 ACRES J ZONED R 40 w W ELEVATIONS SHOWN ARE DETERMINED O FROM SCDPW EAST END TOPO MAPS Q NOTE. SANITARY & WATER CONNECTION PREVIOUSL YAPPROVED: R10-94-0068 SURVEYED BY STANLEY✓. ISAKSEN, JR. P.O. BOX 294 NEW SdFFOLK. NY 11956 NYS 01C987 GENERAL NOTES:. 1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. R. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB -CONTRACTORS. 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS H FROM THE DIMENSIONS SHOWN. 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES. 6, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE NPECTIIONSORK FTHIS CONTRACT. CONTRACTORS OF ALL WORK COMPLETED UNDER THIS CONTRACT.LL INITIATE REQUIRED 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. B. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL ING HEADER JOISTS AT ALL OPENINGS i FOUNDATION NOTES_ FOUNDATION LEGEND - 1. BASED ON SL'!'- 1?EAING CAPACITY, TWO TON PER SO INCH SUBUECT TO AO ,,EF�ICATION. N V POURED CONCRETE SLAB WITH GXS 10/10 W.W.M. ON CLEAN INSPECTION COMPACTED' FILL. 2. ALL FOOTINGS TO E THAN DOWN UNDISTURBED SOIL FOOTING SHALL OR EWERER THAN A 30 DEGG REE ANGLE FROM ANY OTHER FOOTING; BE SET HIGHER STEP FOOTINGS ARE P HAVE A 30 DEGREE MAXIMUM. 3, ANCHOR BOLTS TOIE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A MAXIMUM SPACING CV -U- ON CENTER. E NO" 4. ALL CONCRETE TO ,£ 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED ELECTRICAL LE' OR SPECIFIED. 6. IF CONCRETE BLOQ FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE NOTE: ALL ELECTRICAL VVQRK TO BE IN ACQQRDANCI-s WITH THE RULES AND REQULATIgNS OF THE N,Y.B:F.U. AND A CER'1'IFIpA'TE 0140M THE N.Y;D.F.U. IS ASTM -146 WITH FULL ORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED WITH ANCHOR BOLTS ARE TO BE FILLED F THE JOE. TO BE PRESENTED TO THE OWNER AT THE COMPLETION O B SOLID WITH REINFOREZMENT. CORES TWOCOURSES DOW SEE NOTE 3 ABOVE. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE 6. PROVIDE 0.025" AL611NUM ELECTRICAL CONTRACTOR. PERIMETER SILLS, 7. ALL WOOD IN CONICT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR (1) DUPLEX ELECTRICAL RECEPTACLE PRESSURE TREATED. $ WALL SWITCH lq�ds CEILING MOUNTED JUNCTION BOX WINDOW LEGI NOI : Q CASEMENT WINDOWANDERSEN OR ASP EQ., CW -1 '26' (WHITE) W/ 30:REFSIJS A.Q P�`M,4[dAi'l'1I `IPIaF,' A.1 I__W, 5lL A.2 01mo A;3 zu wrvs - inowra/A) reTeaces CbyaPcy w� RLe nrys 7aW Bvr�Lvif �`c�Des ISxODrNatlDlslxllllFICA1E 5 REQUIRED N17 aEg Ata o 8� P10: 6 L'Z-SP NOTIFY BUILDING DEPART PROVIDE $4 NR. FIRE 755.1802 S AM TO 4 PM FOR THIS RATED SEPARATION TO FOLLOWING INSPECTION PART. T17.9 (I) (1) OF 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE N.Y. STATE BUILDING CODE, I ROUGH - FRAMING A PLUMBING S INSULATION 4 FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET PROVIDE ANTI -SCALD AND/OR THE REQUIREMENTS OF THE N.Y. PARALLEL TO THE FRAMING. PROVIDE DOUBLE THERMAL SHOCK PREVENTING STATE . NOT CONSTRUCTION I ENERGY REER TO CONSTRUCT DRAWINGS FOR SIZES. 2 - 2" X 10�; CCA cONT.— — — LINE OF oecK Aeove.-� — — — CODES. NOT RESPONSIBLE FOR GIRDERS. (1YP.) (—^ — — — — DEVICES AS TO PART. 902.8(K) DESIGN OR CONSTRUCTION ERRORS 1 O. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST GRADE OR BETTER. ® N.Y. STATE BUILDING CODE. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOP ALL SPECIE WORK �'• ,,., — SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK U () — O DD NOT PROCEED rRTN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE LL 0 a 0 a O PLUMBING PROCEEDING. 6 { 6 e" X e" CCA POSTS (T'PJ b ALL PLUMBINGWA5IE FRAMING UNTIL SURVEY i FT " EEO PLUMBER CERTIf7CATI0N OF FOUNDATION LOCATION I,..,.. r� I SN I I b' I WATERLINE RE 8 BEFO 0 b I ENT LEAD CONTENT b (4 b � . HAS BEEN APPROVED. TESTING ON Y EQ. CCUPANC EQ. F O — — � ERTIFICATEO II EQ. EQ. C III SOLDER USED IN WATER _ _ _ � _ = � :� SUPPLY SYSTEM CANNOT PROVIDE SMOKE•OETECTING EXCEED 2110 OF I% LEAD. A4ARM DEVICES a1-7" _ _ 7' _ _ 3' �" 22'_8„ PANCY OR As TD PARr. 7ztF s -O V.I.F. 18'-8" — — r: r:+ .Id<' L N:Y.S'BUILDING COOS. ,. „ FU V,eX,. X1') UNLAWFUL R E P O C. FTG. P.) / — — — — — II:. 5'-1 O USE P. CON (TY — — 1 II — - — — — — II b Eo. EQ. �`7" , / .";. Eco. Q. UT CERTIFICATE 6"fI CONC. FOUNDATION I _ — I ® / / _ :1 I , y., ,,-1i +T , - f �i ' ANCY m"Of OPENINGS FOR / W/IL W/ 1'-6" X 10" D. I I _ — — — =x — w C`S ), — — — / LUTING (-TYP. ALL) . ,,.. r .:' , .,, . , y, }' — — — 91= 0 C rV.w.wM.INWALL. --_--'- _---- .+ c , t EMERGENCY PEAS s'-O^v.II.F I ------ -- I REQUIREDWjFART.7I40F P r" — — PRO. + 1 /2"X 11 7/B! — — MICROLAM LVL GIRDER I g do per tubing is used N.Y, STATE BUILDING CODE. 30,_i, I II ---- -- -- �' I :I --- — — — — -- ------ --- — — — — — --1 r------ —'--- — UP Co r--- I – Q I a" P. CONC. SLAB ON CLEAN 1111 I ' ;' III ids U v Z _ NrCOMPACTED FILL W/ W.W.M. III I ' TJI PRO 260 OX 0 ¢ d X 6 X 6frYP OAOL ALL AREAS) d'(� e y'• 4" P. CONO. SLAB ONLN I i' 1 3/4 lai,. =p 0 da _ r _ rs,e"lo.G. III a� 0 U� COMPACTED FILL W/ �(6 I gajN LL,Q d Q W.W.MII EINFORCEMNT. I , I r�pt�^ I-� p� a Z 7. I �, I "l /^ TJI PRO 260 III 7 D Z a¢ 41'C DIA. BURIESTRUD I . STL "'• r 3/4" X , 1 7 �, S 2. 7 T coL. BURIED w FTG • •'•: Q 16" iO.C. ^�ur III PRQV. 2' X 2' X t' D. f� ❑ 7 ¢ G 1'-g" (T'P. ALL AREAS.) �CONC. FTG. (T'P. PF IV. 2' X Z X V D. P I I BASE FOR MASONRY I' C C. FTG. (TYP ALL) I PROV. NEW✓ STAIR/ FIREPLACE ABOV PINE TREAED W/ OPEN �. ',• IT , 1 f.T r' 1I ' / • GARAGE SLAB ABOVE I I RISERS. �. .fir" ' I`•;� y, IL..- —'2' / PROV 8" OLA, F ''E, FOR EW BOILER, -- — —J \_PRQV.31/2„X117/B” ''M, 5,_2„ NRONIING bP I.iI PRQV. 2 ZONE �#N'COIL . 1T HEATING $ E LER I I OILER AE RBCi.1 V MICROLAM LVL GIRDER 1 8 I" r I UP � • ` 6OII.,eR 9UPERS'TgR �T J ,.. =, •v_•.`. — -- OrD _----- sO HOT WATER SVGA. N t 50 GAL, "S,UR I„ h ' III ` i I X • K. I PRQV. H,.UNOH SLAB .' r —I I ;�J 4" DIA, STfaUCT. BTL. ® BOTHIGAR. OPGS. EQ. EQ. F'r COL. BURIED IN FTG. - . PRQV/. (/E" IF4. D. PRQV. 3'. X 3' STAIR I ` ('hYP. ALL AREAS) PRQV, 2' X X b D• P, CEt IVIG THIIS f5 I PLATFOIRN THIS AREA. IO(31JC. FTG (rYP ALL) OV FURN(A,C1E P I ' �L,.Jr:J1 1 9 --9� 91 —il I ; I PRQV. S°1/21:X 11 GIRDER + ', t- �MiCR: LAM X„ IRD" I I I PRQV. BEAM POCKET IN MICROLAM LVL GIRDER Q6r pNA5 N I� ^ MICRpLAM LVL GIRDER I . ,, L 22'_6° FOUNDATION WALL. SIZE R �i �+ I AS REmC�Dp. & TAR ALL ENDS. 19-6 I I R Q ' I pr C " • ALL AREAS) •. -� .({� O Q tai N - o a- P. CONC. FOUNDATION WALW/1-6"XIUl D. /, xm T ------ – -----� m izy FOOTING (TYP. ALL) I V •- 4' ._i,.(..., �.;;'..,',' the ? R PRQV. W W.M. IN WALL. .',.I �� rp+•UCCA POSIS (IY)') 1, '-'".+I I J;��, l e xXlaocAooNr. I L–_,_---, t – – – – – GIRDEFIS. (TYP. ° d I --- T -- ' ---—+-------- LINE CF DECK ABOVE ----------0 --- ---- 61, X B• CCA POSTS (rYP) P CONC. ov. 1w FTG, (tYP) __— )r distributing piping shall be Is K or L Onl PROVIDEOAMPROOFING OFo,PERIMETER (IYP. ALN) A71PN 6" 0 c, 0 z L1. i T f Q W li U (11 Q0 W ^W N o NQ 1 �. I01LE'NAME: Mo—OCP_CUR 4/13/01 SCALE: 1/4"=1'O" 01.. t� • nm iI " n CONSTRUCTION LEGEND: tNSIJL_ rATION IC S: NOTES. ----- GENERAL DOORS.�' � s wl M �1���$AN� ----- SIGH DENSITY INSULATION UNLESS 4'PH�W' ISE NQ1'Ed: PRQV. SCREDEN P COLONIW41fYMSING 141' aiT T "` STUD. R-16 H —.— — EXISTING EX"I'ERIOR WALLS: VXL WOOD DOQii UNITS FOI'i A4L COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6" WOOF STUD WALL W/ 1/2" COX ERF. . BY'CERTANTIEED 0R APPROVAL EQUAL. 1 . ALL WORK SHALL C � EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), 8" EXPOSURE PERF. WD. PANELING. PRQV. NO'JIR. T"E, �GIWNFR O BQiJd 9Rp9S HINGES & SCHLAGE HA dwARE. ��NE.p ), AND ORDINANCES. SHINGLES (PRPV. 1 COAT BLEACHING OIL), 1/2" GYP. SO, (SCREWED /TAPED) NEW EXTERIOR WALLS: 2"XB" WOQp J TUD. R-19 FOIL FA, HIGH DENS INSULATION 1 INTERIOR POOR• 7Q" X8'S`S,OWP. PINE DOOR WITH RAISED 0,HALLPROVIpa,Al1 IQMTI,N�ZL F(Ak!i'"LIR •&UN OT,HEgWISE 1 OUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). BY'CERTAINTEED' OR APPROVED EQUAL. NC9W' D. AI,.L.'O�Tiit�.WY,�+`L#yt„" icAL Eg41(hN4 NT.ANG1 �N+�!`I''L: Tp S UEp ¢W THE �M� 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WItH l/2" GYP. BD. RIOR$ OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE U CONTRACTORS. NOTE: PROVIDE MOISTURE NEW ROOF: R-30 KRAFT -FA. INSULATION BY'CERTAINTEEP' ORAPPROVED EQ. O2 SOLINTfb ERAB HIINGIES 8. SCHL'AGE UD IHARDW RE, ITN RAISED PANEUNQ. PRQV. Eote:'ALL S ITCHES AN R. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL S 7I(SCREWED/TAPED) APPLIED BOTH SIDES NQ'11E: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA' IN COLOR 3 RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. CRAWL SPACE: R-19 KRAFT -FA. INSULATION WITH PROPER WIRE TIES 8 INTERIOR DOOR- 2'6° X 68" SOLID PINE POOR WITH RAISED PANELING. PROV. O,N.O.. DOWNUGHT 7RIMS TO'BE WHITE. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PRQV, CEMENT WALL BD. FOR ALL TILE AREAS. INSTALLED AS PER N.Y.S. BUILDING CODE. O SOLID BRASS' HINGES & SCHLAGE HARDWARE. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATION6 NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTRE INTERIOR DOOR- PAIR - 2'O" X 6'8" SOLID PINE DOORS WITH RAISED m DUPLEX ELECTRICAL RECEPTACLE Vi FROM THE DIMENSIONS SHOWN. INTERIOR PAINT- TO BE "BENJAMIN MOORS" U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT BASEMENT PERIMITER. O4 PANEUNG.. PROV, SOUD BRASS HINGES AND CWLAQE HARDWARE. OGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT /�' 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE U.O.N. ALL TRIM SEMI -GLOSS. (`/) V DRAWINGS UNLESS OTHERWISE NOTED. BASEMENT CEILING: R-19 KRAFT -FA. INSULATION WITH PROPER WIRE TIES 6 EXTERIOR DOOR - 3'O" X 6'8" DOOR WITH RAISED PANELING. pec DUPLEX SEPARATE CIRCUIT RECEPTACLE HARDWOOD FLOORING -SELECT WHITE OAK 2 1/4"Wd 15LB. FELT., INSTALLED AS PER N.Y.S. BUILDING CODE. O PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE, QC S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. $ WALL SWITCH VWJ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, SUB -FLOOR -USE 3/4" THICK PLYWOOD GLUED AND NAILED. a EXTERIOR STEEL DOOR- B X S - F.P.S.C. INSULATED STEEL DOOR AND JAMB COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE O PRIMED. PROVIDE SOLID BRASS HAROWAFiE. $3 3 -WAY WALL SWITCH CODES SUB FOR TILE AREAS TO BE SCREWED AND GLUED.' WINDOW LEGEND: 7 EXTERIOR FRENCH WOOD BOOR- 6'O" X 6'B" - FWG8088APLR. p•I 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE -"AMERICAN CLEAN" TILE OR APP. EQ. TLE TO BE INSTALLED —_ .— _-- — . — -- O PROVIDE SOLID BRASS HARDWAREBY'ANDERSON " Hyl CV" II THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED ® OVER 1/2" CEMENT CARD U O.N. WALL AND FLOOR GROUT TO HAVE NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE e CEILING MOUNTED JUNCTION BOX INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. WATERPROOF ADDITIVE MIXED IN. UNLESS OTHERWISE NOTED. O EXTERIOR FRENCH WOOD GLIDING DOOR- altyER X 8181" - FWG8088R. (� PROVIDE SOLID BRASS HARDWARE BY 'ANDERSON." '^Je WALL MOUNTED JUNCTION BOX ll�"4"II 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS ® PROV. ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET, NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSEN RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE COLOR AND TYPE TO BE DETERMINED. HARDWARE AND FULL DIVIDED LITES. ALLOW FOR EXTENSION JAMBS FOR A O GARAQE DOOR - 9'-0" W. X 9'-O" H. BY °CLOPAY° OR APPROVED EQUAL. . QUAL y PROV. 2 -3/4" H.P. DOOR CLOSERS WITH 4 CONTROLS, RECE69EDDOWNLIC�HT (100W) UGHTOILER" OR APPROVED E 8 6. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONOITIONS SHALL BE 2" X 6" WO. STUDWALL. COLOR TO 8E WHITE. PRQV. SCREENS FOR ALL WINDOWS. Q DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LEGEND: .�l1I,Je WALL MOUNTED DUALSPOTUGH? �� STARTING ADDITIONAL WORK -.----------- -------- AO TW2646-2 ©7WR0410 Q T 1 © e EXTERIOR MOUNTED DOWNU HT T1 y jm 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS's INDICATED ©11N283g `U GW126-2 # PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. Ip ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND'N.Y.S. C�EtLI Q.MOUMTED JUNGT# QQMP�'JR,REGESSQp,� IC T MUST REFER EL CONSTRUCT DRAWINGS FOR SIZES. �BF �P. /I.:I WIT,W OU'AL $WITDkI AY AT:I:. "GROAN" N61(�WY,DU;1',Y UNIT BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL OANfit OR APk'. EQLjAi.' EXT, MOUNTED LIGHT WITH FAN 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. NECESSARY DRAIN VALVES. !� 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK OF PRQV. FLOOR DRAIN AND 10. GAL SUMP. SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. M6F SMOKE/ CARSONMQNOXIC7E DETEOTiII:. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE OHS PROVIDE FROST FREE HOSE BIBS, 56'-2° TO BE I-IARI� WIREp'�O'CENiRAL+�C+ONZ'ROL BOX PROCEEDING. DT NEW TELEPHONE RECEPTACLE *S SHOWER HEAD 36-3" 14,_.3" 22-aD 1 9' 4„ ' " C COMPUTER MODEM RECEPTACLE ,_ n7 DECK 3-6„ D, VACUUM OUTLET (PROVIDE NECESSARY'EL.EC. POWER) 9 — i _— - -- — - PAINTING NOTES: ------ -- _. __--.-- ---- ---- -- — ----- — 5'-2" -------------- 4 ---_ ----- _ _ I -- ALL WALLS 70 RECEIVE 1 COAT PRIMER PLUS THREE GOATS FINISH, f_ - - - ----_ -- -_ — - - -_—_-- --_ - -- -- - _ _ -- — - PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL NEW WALLS AND _ -_—_-- CEILINGS WITH SEMI -GLOSS ON ALL DOORS 8, TR yy IM. , —f” — I-- --- — - _ PR — .. _---_---- PRQ 3 1/2" X 11 7/6I 12' HEADIER CLAM (fYP. ALL) 6'_7" ------ - - — — -GREAT ROOM --- ---- ---_. . EAT) G — — -- ----- -- --------91-101, MASTER — - — �b �a5. A 5-DROOM v 9L PRQV. FL 3 V2" X 11 7/8" / d '\ /Iv11CROLAM L L HEADER 34'-10" 6'_9n / \ 1 1 V �j / \ U s'_i„ 17"_1O"" I 1 b0��� 1 6 1 °o\ B„CH. I� Iry kl1q, — —D —HB— 1 bto I III Q'Q/ >X _• b1V —_i tub o� �u1 i— �`e l / r 6,r d N. u�1 _ ---�y b0 x�I b�' Q\ F:. 0 i9� 1 k () Til / +A 2”, �/ Xt0 III N�% i X.. •C.H. X (� U "t' 1.lr^..� \ d0 4-0 oN, b. F — ( @1s'oc. \ N� lob �} tv�, NCS \ toil 2/ 2xe 0 UO *QUO 2 \ 2X85 CT. X" Id 1 x� / / @ g• Nb ob ?d / / k�aoto @1s o.G. \ v� 0� I N d. � / / IN�% I .�2-"'RIpGE BEAM 11'-6" N 2" X 12 Mill P; FLUSH HE 31/2"X 17/8' — --- / Q i BEDROOM sF HEADER y/ 2" X B" G.T. \ • •� / \ _ PRQV. FLUSH 3 1/Z X 11 7/6"- N 6 lokoLAM LVL HEADER @ 16" O.C. I X / ® I TYPICAL ALL) �, 2"XB".CIT'. - , 22"X1r21X8"C7.. s'-O"c.H. I I \ I @ 6 0 2-2 X12 RID /1 /❑ 11 b @1� m GEB. / � 810" gyp(. / �+L. z" x 12" R.R. II WJB J to -i x 12" R. /? (j — —. 1 4 @� 401_5"" de 'I // 2"X12"R.R. \ \— N� FI UO @ e"O.C. �/ 00 I .2"XS" C.T. 70 1 v. �-X�-� _-- N� \�\\ ZD 4 U� SL 0 0 2' UO 1-4n 1 4 ��lD 1,_6""I ?u� / x- x`R � 1 N 1 / / N� NUa \ I / / \ KITCHEN HB s'-1 r' 0 sc GL. A-- — /! —I /q1 ¢0 / 1 CRROV, s/e° d�'P BO ALL \\ \ I PROV>FLUSH 1/2" X 11 7 IT - -}� S r U G \ \ 9 IN GARAGE. 1 BeX G,T. v� _ MIOROb�M LVL HEADER 9URFACEor X T 3 XQg1� \ y C I J l -L�2"k12" R.R. i i q p 9 up up \ / '• U 17' 11"_4„ — �.° m (^i) m " . I" —\ I 11 ',� X� \�1` ..\ xb/ x x17 *jo w� / n 61H. / 00 toto 6".LTLI .n oto X x/ �% 9" 0 NaU NQ Q x- 1_—.4 F1.6i• "X C, 10' BO BBE 4`11" =A4 E -DRO( 15'-11" FIRST F LO `V Rt W0} 01 N Z Lu Cl SII - 1 1/9, 1'p° A.tiC JQt PLAN LOIit,,4 EFIT.Y c:1EtiOmmI�nl TW NO Ae.gr%AIq,WAS TICE.Et tS�FCi R SKAj,4NLS9, Q ANGIE�gQAN IPI 11 NS BV T'HE E CHIIM ANT FI PFqSO.p{J PART�`TION A.1 OR W EOL& (S ICILY PR�HIRIITEp BY LAW. I � PROVIDE NEW CHIMNEY WITH CONCRETE BLQCk, O _ MIC FLUES 3 BRICK. PROV. CONC. TdP CAP' WITH ELEVATED FLUE CAPS, PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL ARE �■■� fmom i■� Iro■I �_ @ —� _ ILS■� FRONT ELEVATION PROVIDE NEW CHIMNEY WITH CONCRETE BLOCK, CERAMIC FLUES 3 BRICK. PROV. CONC. TOP CAP WITH ELEVATED FLUE CAPS. PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREAST-\ PROV 6/4" X 4" CLR. CEDAR WINDOW TRIM. (TYP ALL AREAS) ALTERNATE -l' 5/4" X 4" HARDI-PLANK PREPRIMED _ -- - - -' - -- -- -- - - ---_-- CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) a a� WOLVERINE OR APP, EO. VINYL CEDAR IMPRESSIONS SIDING (TYP ALL AREAS) :gin},, ... ., i4'•' nen�� °w,e,.= �BACK ELEVATION 9 --------- T FIRST FLOOR CEILING 1' PROV. 6/4" X 4" CLR. CEDAR --'-------- ---------- WINDOW TRIM. (IYP. ALL AREAS) ALTERNATE "I" 8' 5/4" X 4" MARDI -PLANK PREPRIMED - _ _ _ CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) FIRST FLOOR 1' 7 PRQVIDS 6/4"X"" "Xe" CLEAR CEDAR BASSMYIdi BLpB DEC 6p FRQV.((I?&MEq CED AR RAIL NQg ; NDLE341i X 41 WMH PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREAS 12 —_ $ 9 VLF. X S" CLEAR CEDAR OV, FORMED CEDAR TS (4" X 4") WITK OR APP, EC. 9 IMPRESSIONS ALL AREAS) TM� ql (IN� dN.$TFii,)I N ,f44/14E, OFA {��r'kECT � MC6,AEVfi4lti,Ns QHAN�i, l� M19p}h'It#/:4TI(,7ws, SHA! -L AyLL"iifj+0'"I'kTIfP4y14'IVRT)'1�T"51�'(4i`ATION dA'r�rd4+�IN�' I��wa1'�i` kD �M LiI�W. _ 1 ,.I H 9 --------- T FIRST FLOOR CEILING 1' PROV. 6/4" X 4" CLR. CEDAR --'-------- ---------- WINDOW TRIM. (IYP. ALL AREAS) ALTERNATE "I" 8' 5/4" X 4" MARDI -PLANK PREPRIMED - _ _ _ CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) FIRST FLOOR 1' 7 PRQVIDS 6/4"X"" "Xe" CLEAR CEDAR BASSMYIdi BLpB DEC 6p FRQV.((I?&MEq CED AR RAIL NQg ; NDLE341i X 41 WMH PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREAS 12 —_ $ 9 VLF. X S" CLEAR CEDAR OV, FORMED CEDAR TS (4" X 4") WITK OR APP, EC. 9 IMPRESSIONS ALL AREAS) TM� ql (IN� dN.$TFii,)I N ,f44/14E, OFA {��r'kECT � MC6,AEVfi4lti,Ns QHAN�i, l� M19p}h'It#/:4TI(,7ws, SHA! -L AyLL"iifj+0'"I'kTIfP4y14'IVRT)'1�T"51�'(4i`ATION dA'r�rd4+�IN�' I��wa1'�i` kD �M LiI�W. ,.I H w�l W � Q z; U 10, 0 ; a r u q aQ°ajj Q M ti (a c z>0 LL 6 Ll J O �- EL O Z E IC C, P� O pr W W Lu FILE AME: Mo_ELEV_CUR 1/17/01 S A E: 1/4"= 1'O" MR. MME: PROPOSED ELEVATIONS V d'.iUO.: A.3 PROV. 40 YEAR "GAF" ASPF ROOF SHINGLE. (TYP ALL WOLVERINE OR APP. EO VINYL CEDAR IMPRESSIONS SIDING (TYP ALL AREAS) PROV. 5/,V'X 4" CLR. CEDAR WINDOW TRIM. (T'P. ALL AREAS) ALTERNATE "1" 5/4" X 4" HARD[ -PLANK PREPRIMED CORNER BOARD (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (T`/P. ALL AREAS) PROVIDE 5/4" X 6" CLEAR CED, DECKING. PROV. FORMED CE RAILING, POSTS (4" X 411) WITH (2" X 2") SPINDLES. PROVIDE NEW CHIMNEY WITH CONCRETE BLOCK, CERAMIC FLUES & BRICK. PROV. CONC. TOP CAP WITH ELEVATED FLUE CAPS, –12 V.1 F. g RIGHTELEVATION PROVIDE 5/4"X6"CLEAR CEDAR - -- - ----– _ ""— _ –" DECKING. PROV, FORMED CEDAR RAILING PA�STS ((4" X 4") WITH (2" X 2") §PIFIOLE S. PROVIDE NEW CHIMNEY WITH CONCRETE BLOCK, CERAMIC FLUES & BRICK. PMOV. _ CONC. TOP CAP WITH ELEVATED FLUE CAPS. 12 PROV. 40 YEAR "GAF" ASPHALT --- ---- — _ --_ ROOF SHINGLE. (TYP. ALL AREAS) --- — — PROV. 5/4" X 4" CLR. CEDAR WINDOW TRIM. (TYP. ALL AREAS) ALTERNATE "I " 5/4" X 4" HAROI-PLANK PREPRIMED CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) ALUM. DRIP EDGE (TYP. ALL) -- 2" X 10" Q 16" C PROV. CONT. VINYL SOFFIT. (TVP. ALL AREAS) -- R-1B HIGH DENSITY _ FOIL FA. INSULATION GRADE 12 �I PROVIDE 2' X 1' POURED_ CONCRETE FOOTIP (TYP. ALL) ON FIRM COMP. FILL OR APP. EQ. a IMPRESSIONS ALL AREAS) 2" X 1W CCA C.J. ® 16" 3 1/2" X 8 1/2"" PARALAM PSL BEAjM. (FLUSH CONDITION) X " WD. STUD WALL ePICAL ALL AREAS) 2" X 6" CCA SILL PLATE 8" POURED CONCRETE FOUNDATION 3/4" PLY. T& G SUBFLOOR (TYP.) PROVIDE TECO AT JUNCTION OF C.T. UYP. ALL) 1/2" GYP. BD. (TYP. ALL AREAS) L 3 XL11 LVL H F 4" P. CONC. SLAB w/WW/F ON CLEAN COMPACTED FILL PROVIDE CONT. COBRA RIDGE VENT (TYP. ALL AREAS) 2" X 10" RIDGE BEAM 3 1/2" X 11 R-30 BATT INSULATION (TYPICAL ALL AREAS) 5/8" COX PLYWOOD ASPHALT ROOF SHINGLE - 30 YR. GAF "TIMBERLINE" X 8" C.T, 16" O.C. X 10" R.R. 16" D.C. CONTINUOUS ID SOFFIT DOUBLE 2" X 10" BOX BEAM W/FIRESLOCK. (TYPICAL ALL) DOUBLE 2" X 8" HEADER (TYP ALL) 2" X 6" WOOD STUD WALL. R-191NSUL. 0" ANCHOR BOLTS PROVIDE 2'X V POURED CONCRETE FOOTINGS (TYP. ALL) ON FIRM COMP. FILL THESED.RAW11� A6 IN6TR , M 'f �1qF ARI=-THE,SC�LIt 11AS INSTRU IIHaAiI�'7F,WI NPRE BAON%MON.]O"�AA•`IY?II,r�/F�R I (lASYIFdWB SFiA1.iw,�E 0 Y�?PIM1KW' 1I 'MON 44'i'i'll°h� A)l7Yf'i .,P k! IN, -T o!TTXvkIpL1'te'1'ID'F>:r.t!+abMBt'C# .r r I ..n V WOLVERINE OR APP EQ. VINYL CEDAR IMPRESSIONS U0 f>r \J SIDING (TYP ALL AREAS) LEFT ELEVATION �I PROVIDE 2' X 1' POURED_ CONCRETE FOOTIP (TYP. ALL) ON FIRM COMP. FILL OR APP. EQ. a IMPRESSIONS ALL AREAS) 2" X 1W CCA C.J. ® 16" 3 1/2" X 8 1/2"" PARALAM PSL BEAjM. (FLUSH CONDITION) X " WD. STUD WALL ePICAL ALL AREAS) 2" X 6" CCA SILL PLATE 8" POURED CONCRETE FOUNDATION 3/4" PLY. T& G SUBFLOOR (TYP.) PROVIDE TECO AT JUNCTION OF C.T. UYP. ALL) 1/2" GYP. BD. (TYP. ALL AREAS) L 3 XL11 LVL H F 4" P. CONC. SLAB w/WW/F ON CLEAN COMPACTED FILL PROVIDE CONT. COBRA RIDGE VENT (TYP. ALL AREAS) 2" X 10" RIDGE BEAM 3 1/2" X 11 R-30 BATT INSULATION (TYPICAL ALL AREAS) 5/8" COX PLYWOOD ASPHALT ROOF SHINGLE - 30 YR. GAF "TIMBERLINE" X 8" C.T, 16" O.C. X 10" R.R. 16" D.C. CONTINUOUS ID SOFFIT DOUBLE 2" X 10" BOX BEAM W/FIRESLOCK. (TYPICAL ALL) DOUBLE 2" X 8" HEADER (TYP ALL) 2" X 6" WOOD STUD WALL. R-191NSUL. 0" ANCHOR BOLTS PROVIDE 2'X V POURED CONCRETE FOOTINGS (TYP. ALL) ON FIRM COMP. FILL THESED.RAW11� A6 IN6TR , M 'f �1qF ARI=-THE,SC�LIt 11AS INSTRU IIHaAiI�'7F,WI NPRE BAON%MON.]O"�AA•`IY?II,r�/F�R I (lASYIFdWB SFiA1.iw,�E 0 Y�?PIM1KW' 1I 'MON 44'i'i'll°h� A)l7Yf'i .,P k! IN, -T o!TTXvkIpL1'te'1'ID'F>:r.t!+abMBt'C# .r r I ..n V U0 f>r \J V aJ z w A .O. WY 0o Z } W3 0 41 ) Z LLLJLL Z C0C L� 'W VJ 00 0-1 0~ Ir Q LL Q iC �F 4 FLL W U U O p0 W w N f7/1 W f!1 N FILE NAME: Mo ELEV CUR _t-18 _ CA 1/4"=11'C" DWG. NAM : PROPOSED ELEVATIONS/ BUILDING SECTION . N6.: i GENERAL NOTES: 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAI BUILDING CODES AND ORDINANCES. 2 BEFORE COMMENCEMENT OF WORK. THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WI TH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB -CONTRACTORS 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE. COLLAPSE DISTORTION, AND MIS ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES 6 THE CONTRACI"OR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRAC T CONTRACI ORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK. COMPLETED UNDER THIS CONTRACT 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR AL L TRADES FROM THE JOB SITE 6 ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE DOCUMENTED WI TH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS PEER TO CONSTRUCT DRAWINGS FOR SIZES 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS[ GRADE OR BETTER 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NO I LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING FOUNDATION NOTES: 1 BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO INSPECTION AND VERIFICATION 2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM 3 ANCHOR BOLTS TO BE AT LEAST 1,2" IN DIAMETER AND 10" IN LENGTH WITH A MAXIMUM SPACING OF 4'-0' ON CENTER 4 ALL CONCRETE TO BE 1 2 3 MIX, 2500 LB CAPACITY UNLESS OTHERWISE NOTED OR SPECIFIED - - D HE BLOCK SHALL BE R IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USE T ASTM -1 45 WITH FULL MORTAR JOINTS CORNERS ARE TO HAVE CORES FILLED SOLID WITH REINFORCEMENT CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO COURSES DOWN. SEE NOTE 3 ABOVE 6 PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE TREATED. W P CONC. FOUNDATION AL W 1' 6" X 10" D FOUNDATION LEGEND: 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W M ON CLEAN FEITI COMPACTED FILL ELECTRICAL LEGEND: WITH THE RULES AND R H NOTE ALL ELECTRICAL WORK TO IN ACCORDANCE REGULATIONS OF THE N Y B.F,U AND A CERTIFICATE FROM THE N Y.B.F U IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB NOTE' THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE ELECTRICAL_ CONTRACTOR. DUPLEX ELECTRICAL_ RECEPTACLE $ WALL SWITCH OJB CEILING MOUNTED JUNCTION BOX 1n— 3 T7 / WALL / - __ __ - __ - / �_ FOOTING (TYP ALI / -- - PROV W W M. IN WALL_ - V.LF. HT OF GARAGE WALL lzi l 4" P1; DNC SLAB ON CLEAN \- - COMAACTED FILL W/ 5 X 6 W.W <1, REINFORCEMENT I.' Ea ' � I - , - GARAGE SLAB ABOVE -- PROV 2'X 2'X 1 D P CONC FTG (TYP ALL_) :I \. o l —EQ-----�'�- - LL _ EQ PROV HAUNCH SLAB 'BOTH GAR OPGS - .__L -� NOTE ALL CHANGES MADE BY THE CLIENT TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS ARE MARKED BY A j, 12'� A Z4\ SYMBOLS DOUBLE F J UNDER ALL PARTITIONS, UP 1 \ L 1 H m N J T,JI PRO 250A 1-0 Z .1 .3/4" X 11 7,"8" 0-0 - 0 ¢ E Q� r 16" O C��- /" 0 1= lil Ls a 4 Z J T,JI PRO 250Q DaZL A 13/4" X 11 7/8" 0 2 -a 16"OC.� O U 11 PROV. NEW STAIR/RAIL PINE TREAD W/ OPEN RISER'S �}1 F LUSH PRO 250""'•.,� / 2 t 3/4"" X X 11 7/8" - 7- -UP PROV. 3 X 3' STAIR PLATFORN THIS AREA. 3" P CONIC FOUNDATION WALL W/'I'-6" X 10" D -� FOOTING (TYP ALL)"\ PROV WAW M IN WALL WINDOW LEGEND AO CASEMENT WINDOW ANDERSEN OR ARE. EQ. CW -125 (WHITE) W/ SCREENS m DRAWING LIST: A.O FOUNDATION PLAN A.1 FIRST FLOOR PLAN A.2 BUILDING SECTION A.3 BUILDING ELEVATIONS A.3-1 BUILDING ELEVATIONS MICROLAM LVL GIRDER I ? ^N CLEAN I �= 4 P. CONIC SLAB O _12'-6„__- p Z 6 X 6 REINFORCEMENT. % I'. (TYPICAL ALL AREAS) PROV BEAM POCKET IN U ' FOUNDATION WALL SIZE--/ ¢0 X AS READ & ITAR ALL ENDS a\r (TYP ALIL AREAS) I Fm 3" P CONIC FOUNDATION WALL W/'I'-6" X 10" D -� FOOTING (TYP ALL)"\ PROV WAW M IN WALL WINDOW LEGEND AO CASEMENT WINDOW ANDERSEN OR ARE. EQ. CW -125 (WHITE) W/ SCREENS m DRAWING LIST: A.O FOUNDATION PLAN A.1 FIRST FLOOR PLAN A.2 BUILDING SECTION A.3 BUILDING ELEVATIONS A.3-1 BUILDING ELEVATIONS MICROLAM LVL GIRDER I ? ^N CLEAN I �= PROV 2'X 2'X 1' D P. '-CONC FTG. (TYP. AL1`) FT lw O.,' — -- L..�- PROV 3 1/2" X 11 7/8" MICROLAM LVL GIRDEFII m �NU NSC QX � I iso 4"DIA srauc�ttl1ll'I. SFL \ "^COL BURIED FTG / sWIT -- �P ALL AR S.) -- PROV, 2' X 2' X 1' D, 1>1-R P e . �CONC FTG. (TYP ALL) _� JB 4" DIA STWJa, SIL -COL BI.J*#D IN FTG (TYP ALL AREAS ) i I PROV 31/2"X11718" MICROLAM LVL GIRDER 1 fol JI ;I --- MICROLAM LVL GIRDER Om:•' —-.__. - I J•. I --T-R" - _--T-10"-._ T-10" T-5' 7_6,1 6'_3-- -T-10'-- PROV, 116" X 1'6" X i' [ P CONC. FTG (TYP,) _76-8,.-- 4 P. CONIC SLAB O COMPACTED FILL W/ W. W.M. p Z 6 X 6 REINFORCEMENT. �� (TYPICAL ALL AREAS) N� U m m 0 F .� ¢0 X a\r I Fm � u41`UNIT '_u HEATING SYSTEM W/ BOILER. BOILER AS REQUIRED) PROV.� PROV 2'X 2'X 1' D P. '-CONC FTG. (TYP. AL1`) FT lw O.,' — -- L..�- PROV 3 1/2" X 11 7/8" MICROLAM LVL GIRDEFII m �NU NSC QX � I iso 4"DIA srauc�ttl1ll'I. SFL \ "^COL BURIED FTG / sWIT -- �P ALL AR S.) -- PROV, 2' X 2' X 1' D, 1>1-R P e . �CONC FTG. (TYP ALL) _� JB 4" DIA STWJa, SIL -COL BI.J*#D IN FTG (TYP ALL AREAS ) i I PROV 31/2"X11718" MICROLAM LVL GIRDER 1 fol JI ;I --- MICROLAM LVL GIRDER Om:•' —-.__. - I J•. I --T-R" - _--T-10"-._ T-10" T-5' 7_6,1 6'_3-- -T-10'-- PROV, 116" X 1'6" X i' [ P CONC. FTG (TYP,) _76-8,.-- 2L10 CCAFJ ABOVE V IC 0 C � - - -Edi ----_ -� PROV 1 X I.8' X I' O -12'-1 0” _� t 6,-6,� '6•P C01NC FTG 7YF 1 IT LL 2 - 2" X 10" CCA CONT GIRDERS. (TYP) PROVIDE DAMPROOFING OF COMPLETE FOUNDATION PERIMETER (TYP. ALL) 8"P CONC FOUNDATION WALL W/ P-6" X I M D FOOTING (TYP. ALL) PROV. W W.M IN WALL I Op � H p Z PROV 8' DIA, FLUE FOR NEW BOILER. 2-21X ' 10' CCA CONT �X)p a'a m m 0 F .� PROV 2 ZONE HYDRONIC FAN COI ' GRDERS PYP) —, I F Q Q 0 <(SIZE u41`UNIT '_u HEATING SYSTEM W/ BOILER. BOILER AS REQUIRED) PROV.� FLi' ¢ a LL Qa L� J QX O 60 GAL. "SUPERSTOW HOT WATER • ''"•-- m W IL ml "SUPERSTORE" �. Z d @ 601 GAL. —� 6 ___ D D Z t Z 2 } F NOT WATER STbR. TANK \ \ ILER r6' x 6• CCA POSTS (TYF' . 0 '' •. • L_ PROV, 5/8" F,C. GYP BD. CEILING THIS AREA ��-\ I — �- / _ 6_3„- .— •� OVER FURNACE QUIP 4- i� 2L10 CCAFJ ABOVE V IC 0 C � - - -Edi ----_ -� PROV 1 X I.8' X I' O -12'-1 0” _� t 6,-6,� '6•P C01NC FTG 7YF 1 IT LL 2 - 2" X 10" CCA CONT GIRDERS. (TYP) PROVIDE DAMPROOFING OF COMPLETE FOUNDATION PERIMETER (TYP. ALL) 8"P CONC FOUNDATION WALL W/ P-6" X I M D FOOTING (TYP. ALL) PROV. W W.M IN WALL I H W Y 0, z 1 .Ww. LLW cl �/(yf4�• rrtr yJV`I 0� 1/4"= 1'0 NAVY FOUN1 I H H W Y 0, z 1 .Ww. LLW cl �/(yf4�• rrtr yJV`I 0� 1/4"= 1'0 NAVY FOUN1 I GENERAL NOTES: CONSTRUCTION LEGEND: INSULATION NOTES: DOOR LEGEND: ELECTRICAL LEGEND: 1. ALL AND ORO RK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD. EXISTING EXTERIOR OR APPROVAL EQUAL STUD R-15 HIGH DENSITY INSULATION NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE R T. EXTERIOR SHEATHING (T VEKBLE WRAPPED & TAPED), 6" EXPOSURE PERF. WD.UNLESS.OTHERWISE'NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N',Y-B',F.U. ANDA CERTIFICATE FROM THE N.Y,B F U, IS TO SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GNI'. BD.(SCREWED /TAPED) RULES AND 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE CUR PINE A" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY), NEW EXTERIOR WALLS: 2"X8" WOOD STUD. R-19 FOIL FA HIGH DENSITY INSULATION INTERIOR DOOR- 2'0'X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND BY'CERTAINTEED' OR APPROVED EOUAL. O7 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH SOLID BRASS HINGES 6 SCHLAGE HARpWARE. TH MO GYP BD ELECTRICAL THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE _ (SCREWED/TAPED) APPLIED BOTH SIDES, NOTE: PROVIDE MOISTURE NEW ROOF: R-30 KRAFT -FA INSULATION BY'CERTAINTEED' OR APPROVED EQ. O INTERIOR DOOR- 2'4' X 6'8" SOLID PINE NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE 2 DOOR WITH RAISED PANELING. PROV ELECTRICAL CONTRACTOR, C THE CONTRACTORS SHALL BE RESPONSIBLE MU FOR ALL NOTIFIED DIMENSIONS AND RESIST GYP T (GREEN SO) FOR ALL BATHROOM WALL AND CEILINGS, CRAWL PACE. R-19 KRAFT -FA INSULATION WITH PROPER WIRE TIES SOLID BRAS$ -HINGES 8 SCHLAGE HARDWARE. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS PROV CEMENT WALL BD. FOR ALL PILE AREAS. S FROM THE DIMENSIONS SHOWN INSTALLED AS PER N.Y.S. BUILDING CODE.O INTERIOR DOOR- 2'8" X 6'B" SOUD PINE DOOR WITH RAIDED PANELING PROV. 0.11TE ALL SWITCHES WIITCHE TRAND RECEPTACLES WHITETO BE 'LUTRON%'DECORA" IN COLOR INTERIOR PAINT- TO BE "BENJAMIN MOORE` U.O.N. ONE COAT PRIMER AND SOLID BRASS HINGES & SCHLAGE HARDWARE. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE TWO COATS FINISH (COLORS T.B.D BY OWNER) SATIN FIN. THROUGHOUT NEW BASEMENT R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE DRAWINGS UNLESS OTHERWISE NOTED. U.O.N. ALL TRIM SEMI -GLOSS BASEMENT PERIMITER ORS 4 PANELINTERIOR DOOR- PAIR - 2b" X 8'8" SOLID O ING. PROV, SOLID BRASS HINGED AND g DOORS (HARDWARE, .1. PINE DOORS WITH RAISED DUPLEX ELECTRICAL RECEPTACLE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND HARDWOOD FLOORING -SELECT WHITE OAK 2 1/4"W., 1SLB FELT., BASEMENT CEILING. R-19 KRAFT -FA INSULATION WITH PROPER WIRE TIES 'WGR DUPLEX RECEPLTACLE✓GROUND FAULT INTERRUPT PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. INSTALLED AS PER N Y S. BUILDING CODE. O EXTERIOR DOOR - 3'd' X OW DOOR WITH RAISED PANELING. COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE'. @sD DUPLEX SEPARATE CIRCUIT RECEPTACLE CODES. SUB -FLOOR -USE 3/4' THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. O EXTERIOR STEEL DOOR- 3V X BB" - F.P,S.C. INSULATED STEEL DOOR AND JAMB 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO WINDOW L E G:E N D : 6 WALL SWITCH PRIMED. PROVIDE SOLID BRA9t§ HARDWARE". THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP EQ. TILE TO BE INSTALLED INSPECTIONS OF ALL WORK C,OMPUE,TTED UNDER THIS CONTRACT. OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE O7 EXTERIOR FR!}Nk3H WOOD, R- 6'0" X 6'8" -FWD 08SAIPLR. $3 3 -WAY WALL SWITCH WATERPROOF ADDITIVE MIXED IN. NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE PROVIDE SOLID BRASS H q( IRE BY'ANDERSCSN6 7 THE CONTRACTOR SHALLAT ALL TIMES KEEP THE PREMISES CLEAN AND IS UNLESS OTHERWISE NOTED. EXTERIOR P RESPONSIBLE FOR REMOVAL QF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE ® PROV, ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET 8O RENCH WOOD GLIDING DOQR+ 6'0-'X 8'e" - FWG8088R. e CEILING MOUNTED JUNCTION BOX COLOR AND TYPE TO BE DETERMINED. NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD, ANDERSEN PROVIDE SOLID BRASS, HARDWARE BY'ANDERSQN., �L 8 ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE HARDWARE AND FULL DIVIDED UTES ALLOW FOR �XTENNSION'JAMBS FOR A �•(IG WALL MOUNTED JUNCTION BOX 2" X 6" WD. STUDWALL. COLOR TO BE WHITE PROVi SCREENS FOR ALL WINDOWS ®GARAGE DOOR - 9'-0" W. X 9'-0" H. BY "CLOPAY" OA APPRIOV'BD EQUAL DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO PLUMBING LEGEND: PROV, 2 - 3/4" H.P DOOR CLOSERS WITH 4 STARTING ADDITIONAL WORK. CONTROLS. RECESSED DOWNUGHT (1 Go,) "UGHTOILER' OR APPROVED EQUAL 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING A TW2846-2B TW26410 PARALLELTO THE FRAMING. PROVIDEDOUBLE HEADER JOISTS AT ALL OPENINGS. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED O ®= EXTERIOR MOUNTED DOWNLIGHT 000W)REFER TO CONSTRUCT DRAWINGS FOR SIZES �P ON CONSTRUCTION PLANS) FOLLOW ALL NECESSARY N Y C AND N,Y.S ©6 O CW126-2 PAINTING NOTES: Ja WALL MOUNTED DUAL SPOT LIGHT BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV. ALL AN61 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS, GRADE OR BETTER. NECESSARY DRAIN VALVES O df NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 11, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK FAN/LIGHT WITH DUAL SWITCH AT WALL "GROAN" HEAVY DUTY UNIT SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK �PROV FLOOR DRAIN AND 1 O, GAL SUMP F ALL WALLS TO RECEIVE 1 COAT PRIMERPLUS THREE COATIS FINISH. OR APP' EQUAL. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL �F EXT MOUNTED LIGHT WITH FAN PROCEEDING. *HB PROVIDE FROST FREE HOSE BIBS. NEW WALLS AND CEILINGS WITH SEMI -GLOSS ON ALL DOORS 8 TRIM, 4, SMOKE/ CARBON MONOXIDE DETECTOR: *S SHOWER HEAD TO BE HARD WIRED TO CENTRAL CONTROL BOX D1 NEW TELEPHONE RECEPTACLE DC COMPUTER MODEM RECEPTACLE PROV, 3 1/2" X 11 7/8" t� VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) - r—MICRQLAM LVL HEADER T 1 TTD HB FI / 2„ 8' C.T. -� p 16" O.C. ' PROV. 1 1/2 HR 2" X 12" R.R ir FPS C DOOR `�' I 7' ® 0_1w, O.C. ¢ U U U U U OON \ U O JB 8,_0,. C.H. U 0 0,0 ¢ HO o� b� X°xOX ¢o do O xY �9Q� — �q X� X_O,Q ,c.� _ �0 J / / /� N� N@, i0<y 2 X S" C T JB 2 - 2'7X t2" RIDGE BE X' �p h rpi16" O C f 4" STEEL STRUCTURAL COLUMN ON TOP OF A FTNG I DOUBLE 2"Xt2" /// \ / T I BEAM PROV, 5/8" GYP. BD ALL /� 2" X 8" CT Q I SURFACES IN GAR.IIGE \ \ @ 16" O C IL IT rl b O ~ O I ! 2" X 12'R R. @1� DOUBLE 2" x 12" K BEAM -i N u / o 1 N� HB121-411 ©J CH \ ' c KITCHEN/O s� ANTR I-3 __ __ B O Je 2' X 8" C.T.\e p1� R.R. +^p -P 3 an UID -1" 0 wJ9 v J X� -1 �I (v QPQNo / 0 U 4 er # o 0 / X N@ 9. ¢ C) 00 NC5 8'H. O / X ➢ X NS N� CL. BEDROOM e' 75'-17" — 91' _i �V_ F t3i_m 3 1/21, X 71 ¢ / MICROIA•M HEADER ¢U �0 U X, xb ,jti i,Lp/ Nrg N@1 e O H / ° �m N ABOVE. (TYP ALL) a ^t + p / 'r QP nG @ 1'S O C x¢ `_PROV USH 3 1/2'X 11 7/8" I N W 2"X 8"CIT. MICRO M LVL HEADER 3 O ALL) � t7= - �J i 32 i .0 / ¢D PROV. FL SH 31/2;' IRI 7/8'/ TIO AROLAM LVL HEADER RYPIm LALL) @16OC 7 _CL. 2" X 72 R.R. a ®1 s^ o.C, ' i2"XB"OT. !>� t6'tO.C. RrER TO FOUNDATION PLAN JPR DECK CONSTRUCTION. FI ST FLOC? .1 Egli MASTER fl 6 oP E F° AAc NOT'q,Pp ICi© 0FNE`t'Iy I NOTE: ALL CHANGES MADE BY THE CLIENT TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS ARE MARKED BY ©®® 4 &SYMBOL:S, DOUBLE F.J. UNDER ALL PARTITYONS. THEr� DRAWINGS AS I RUMENTS OFSERVICE. ARE THC_�SPROgqPE , OF -t H' E ..OWMTECT. R-CTAL,Y' I, PAW Iti aNNN QNSTION \ O �m D bo Ip — X CLV TATOV. LUSHB I/'2"X11 PON \ ICROM L1l HEADER i 32 i .0 / ¢D PROV. FL SH 31/2;' IRI 7/8'/ TIO AROLAM LVL HEADER RYPIm LALL) @16OC 7 _CL. 2" X 72 R.R. a ®1 s^ o.C, ' i2"XB"OT. !>� t6'tO.C. RrER TO FOUNDATION PLAN JPR DECK CONSTRUCTION. FI ST FLOC? .1 Egli MASTER fl 6 oP E F° AAc NOT'q,Pp ICi© 0FNE`t'Iy I NOTE: ALL CHANGES MADE BY THE CLIENT TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS ARE MARKED BY ©®® 4 &SYMBOL:S, DOUBLE F.J. UNDER ALL PARTITYONS. THEr� DRAWINGS AS I RUMENTS OFSERVICE. ARE THC_�SPROgqPE , OF -t H' E ..OWMTECT. R-CTAL,Y' I, PAW Iti aNNN QNSTION GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB -CONTRACTORS. S. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. S. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. g. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. REER TO CONSTRUCT DRAWINGS FOR SIZES, 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE OR BETTER 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. I FOUNDATION NOTES: 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO INSPECTION AND VERIFICATION 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. 3. ANCHOR BOLTS TO BEAT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A MAXIMUM SPACING OF 4'-0" ON CENTER. 4 ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED OR SPECIFIED. 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ASTM -145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID WITH REINFORCEMENT, CORES WITH ANCHOR ]BOLTS ARE TO BE FILLED TWO COURSES DOWN. SEE NOTE 3 ABOVE. 6 PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER IFIBROUS INSULATION AT ALL PERIMETER SILLS. 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASOMIRY TO BE WOLMANIZED OR PRESSURE TREATED. S" P. CONC FOUNDATION ALL W/ 1'.6" X 10" D. FOOTING QYP. ALL) I - PROV. W.W,M. IN WALL. V. LF HT. OF GARAGE WALL. ------ I'T-------------------------- UPT- 4" P. CONC. SLAB ON CLEAN COMPACTED FILL W/ 6 X 6 I EQ. W.W.M, REINFORCEMENT I �I ISI I I j �'• I I "• I GARAGE SLAB BPROI CON 2'X 2'XTD. P. _ CONC. FTG. (TYP ALL)] I P D IS I L_ EQ. �I EQ "Et L-- .) PROV, HAUNCH SLAB- @ DOTH GAR. OPGS. 5,_3„ NOTE: ALL CHANGES MADE BY THE CLIENT TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS ARE MARKED BY A Q A Q Q QSYMBOLS >o FOUNDATION LEGEND: EE4" POURED CONCRETE SLAB WITH 6X6 10/70 W.W M. ON CLEAN COMPACTED FILL. ELECTRICAL LEGEND: ELECTRICALNOTE: ALL REEGULATIONS OF HEN.YOTI B.F,U. AND A CERTIFICATE FROM THE N.Y.B.F.U.IIS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. DUPLEX ELECTRICAL RECEPTACLE $ WALL SWITCH �Js CEILING MOUNTED JUNCTION BOX - - - - - - - - -(p__ - - - -----------rII-' 6 X 6 REINFORCEMENT, 1 Z N'U \ \� \ III on NU TJI PRO 250\ 1 3/4"X117/B°\ �� p'O D _ a Q *l.1B TJI PRO 250 �1 3/4"X 11 7/8" @ 16" O.0 WINDOW LEGEND: O CASEMENT WINDOW: ANDERSEN OR APP, EQ, CW -725 (WHITE) W/ SCREENS DRAWING LIST: A.O FOUNDATION PLAN A. 1 FIRST FLOOR PLAN A.2 BUILDING SECTION A.3 BUILDING ELEVATIONS A.3-1 BUILDING ELEVATIONS EQ o ---- ,^------------------ , PROV. 31/2"X117/8" ------------- MICROLAM LVL GIRDER I' I 4" P. CONC. SLAB ON CLEAN COMPACTED FILL W/ W,W,M,-. ro O 6 X 6 REINFORCEMENT, 1 Z N'U (TYPICAL ALL AREAS) p� OE�� ¢X� W da.• D O a Q *l.1B ¢ 7< W If rZ Il H @ Lu 2 Q D D Z tL 4" DIA. ST RUCT STL. C Z D > COL. BURIED IN FTG. I -' - - PROV, 2' X 2' X 1' D. A,I � D 7 Q b I (TYP. ALL AREAS.) I /-GONG. FTG, (TYP. ALL) ,V. NEW STAIR/RAIL: 5" \ E TREAD W/ OPEN 1 ERS. -1 FLUSH TJI PRO 250 2- 1 3/4" X 11 7/8" L J I LM' -•J UP. PROV. 3 1/2" X 11 7/8" MICROLAM LVL GIRDER ~U I QX� i EQ.. O EQ. 77,_3„ \ \ aa� •5D \ \ FM 4" DIA. STRUC .STL -PIROV. & X 3' STAIR I \ COL. BURIED I FTG - - - - PILATFORN THIS AREA. (TYP, ALL AR S.)_ I I \ - //--GONG FTG X 1 D. P. JB - - - - / - - - iTYP. ALL) "'Jt PROV. BEAM POCKET IN FOUNDATION WALL. SIZE AS REGO. & TAR ALL ENDS. 1 (TYP. ALL AREAS) 8" P. GONG. FOUNDATI( WALL W/ 1'-6" X 1 O" D. FOOTING (TYP. ALL) PROV. W,W.M. IN WALL. e„PROV 31/2"X777/8 I'f MICROLAM LVL GIRDER 3 1/2" X 11 7/8” 'LAM LVL GIRDER N n FAC• �� 0 Z W PROV. e" DIA, FLUE FOR \ p� NEW BOILER. — hn 2-2"X10"CCACONT QXN n0 N D) 13' N.- D GIRDERS. (TYP.) a y S p PROV. 2 ZONE HYDRONG FAN C .i 0" 0 moi O - Q NN O UNIT HEATING^•-, SYSTEM W/ BOI R. — OX - + Hr OJ Q d O� O (SIZE BOILER IAS REQUIRED. ROV. .f C�---------- IL p -Z X� 60 GAL."SUPERSTOR"HOT ATER e^xerocAFos-rsOYR.I,,..,,,,c',,!-'I...,....,,.:... inWZa a'r bb p ------ I mOz 9m 60TrW "SUPE STORE" OC Z HOT WATER 5 R. TANK, I D _J PROW 5/8" F C. GYP. B. • ---, III j„ 63�.. L-._---- CEIWNG THIS EA D l " L----- -------- --J II III ""� OVER FURNAC EQUIP. r— PROV. 1'6" X 1'6" X 1' [ P. CONC. FTG. (TYP.) e LINE OF DECL ARnvR CONT. DV. 1'BT' X 1'B" X 1' D. CONC FTG. (IYE ) PROVIDE DAMPROOFING OF COMPLETE FOUNDATION PERIMETER (TYP. ALL) 8" P. GONG. FOUNDATION WALL W/ 1'-6" X 10" D. FOOTING (TYP ALL) PROV.W W.M. IN WALL. UY Z 0 o W Fn FILE NAME: MO_0CP CUR 1/4"= 1 '0" DWG. NAME. FOUNDATION PLAN DWG. NO.: A.O W W D O x Il 0 0 0 0 0 W Z W W W 0 0 0 0 D W O W n m rn 0 0 Lu o 0 0 7 v m N m m FILE NAME: MO_0CP CUR 1/4"= 1 '0" DWG. NAME. FOUNDATION PLAN DWG. NO.: A.O GENERAL NOTES: CONSTRUCTION LEGEND: 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD. EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), 6" EXPOSURE PERF. WD. 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SHINGLES (PROV. 1 COAT BLEACHING OIL), '1/2" GYP. BD (SCREWED /TAPED) CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND FACE INSUL. (HIGH DENSITY). WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND BD. = (SCREWED/iAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS, PROV. CEMENT WALL BD FOR ALL TILE FROM THE DIMENSIONS SHOWN. AREAS. 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS INTERIOR PAINT- TO BE "BENJAMIN MOORS" U.O.N ONE COAT PRIMER AND TWO COATS FINISH (COLORS T.B D. BY OWNER) SATIN FIN UNLESS OTHERWISE NOTED THROUGHOUT U O N. ALL TRIM SEMI -GLOSS. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, HARDWOOD FLOORING -SELECT WHITE OAK 2 1/4"W., 115LB. FELT., ® BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. CODES SUB -FLOOR -USE 3/4" THICK PLYWOOD GLUED AND NAILED. 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO SUB FOR TILE AREAS TO BE SCREWED AND GLUED. THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED CONTRACT = OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS WATERPROOF ADDITIVE MIXED IN. RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ® PROV ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET. S. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL COLOR AND TYPE TO BE DETERMINED, BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. PLUMBING LEGEND: 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. N REFER TO CONSTRUCT DRAWINGS FOR SIZES. op PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED o L ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.0 AND N Y.S. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL o NECESSARY DRAIN VALVES 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK 0 PROV. FLOOR DRAIN AND 10, GAL. SUMP. F ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING *-IB PROVIDE FROST FREE HOSE BIBS. *S SHOWER HEAD Q _HB_ \ ¢UHO HU III 'U \ Ir -UO UO UO r� roio °Co III o5 \ X��a� 1 " 2pl X 8" C.T. @ 16" O.C. \L 2" X 12" R.R COLUMN STRUCTURAL CO WMN ON TOP OFA FTNG., PROV 6/8" GYP BD /ALL / X B° QT SU A 2 R,I�GE III\ .. I 2"X 12"R. R. III \\I 1' 3/4" X 11 7/8" L \ �� HB 1 Elle W INSULATION NOTES: DOOR LEGEND: ELECTRICAL LEGEND: EXISTING EXTERIOR WALLS. 2"X4" WOOD STUD R-15 HIGH DENSITY INSULATION NOTE. ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES BY'CERTANTIEED' OR APPROVAL EQUAL. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N Y.B F.U. AND A CERTIFICATE FROM THE N.Y AND NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. B.F.U. IS TO BY'CE INTERI RTAINTEED' OR APPROVED EQUAL 1 OR DOOR- 2'O" X 6'B" SOLID PINE DOOR WITH RAISED PANELING. PROV. O SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NEW ROOF. R-30 KRAFT -FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. O INTERIOR DOOR- 2'4" X US" SOLID PINE DOOR WITH RAISED PANELING, PROV. ELORALL OTHER EC ICAL CONTRACTOR. ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE CRAWL SPACE: R-19 KRAFT -FA. INSULATION WITH PROPER WIRE TIES SOLID BRASS HINGES & SCHLAGE HARDWARE. INSTALLED AS PER N.Y.S. BUILDING CODE. INTERIOR DOOR- 216" X 618" SOLID PINE DOOR WITH RAISED PANELING, PROV. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON% 'DECORA" IN COLOR O NEW BASEMENT: R-10 RIGID FOAM 20" BELOW GRADE AROUND ENTIRE SOLID BRASS HINGES & SCHLAGE HARDWARE. O.N O.. DOWNLIGHT TRIMS TO BE WHITE BASEMENT PERIMITER. INTERIOR DOOR- PAIR - 00" X 6'8" SOLID PINE DOORS WITH RAISED It DUPLEX ELECTRICAL RECEPTACLE O4 PANELING. PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE BASEMENT CEILING:KRAFT INSULATION WITH PROPER WIRE TIES GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT INSTALLED AS PER N.Y.S .Y.S BUILDING . CODE O EXTERIOR DOOR - 3'0" X 6'8" DOOR WITH RAISED PANELING, PROV. SOLID BRASS HINGES AND SCHLAGE HARDWARE. (tsc DUPLEX SEPARATE CIRCUIT RECEPTACLE OO PRIMED PROVIDE SOLIDDOOR— BRASS-0" X 68HARDWARE. INSULATED STEEL DOOR AND JAMB WALL SWITCH WINDOW LEGEND: EXTERIOR FRENCH WOOD DOOR- 6'0" X 16'8" - FWG6068APLR $a 3 -WAY WALL SWITCH O NOTE PROVIDE SOLID BRASS HARDWARE 13Y'ANDERSON.' ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE UNLESS OTHERWISE NOTED O EXTERIOR FRENCH WOOD GLIDING DOOR- 6'O" X 6'8" - FWG8068R.e CEILING MOUNTED JUNCTION BOX loh NOTE: ALL WINDOWS TO BE ANDERSEN CLAD WITH STANDARD ANDERSEN PROVIDE SOLID BRASS HARDWARE BY 'ANDERSON.' HARDWARE AND FULL DIVIDED LITES. ALLOW FOR EXTENSION JAMBS FOR A GARAGE DOOR -B 'CONTROL WALL MOUNTED JUNCTION BOX 2" X 6" WD. STUDWALL. COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. O PROV 2 - 3/4" H.P DOOR CLOSERS WITH CONTRO LS.ROVED EQUAL. RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL O TW2846 2 BO TW28410 E EXTERIOR MOUNTED DOWNLIGHT (10OW) ©TW2836 Q CW126-2 1.I� OAN61 N4jB WALL MOUNTED DUAL SPOT LIGHT JUNCTIONNEW CEILING MOUNTED FF FAN/LIGHT WI H DUAL SW TCH AT WALLL, FBROAN' HEAVY DUTY UNIT OR APP. EQUAL. $F EXT MOUNTED LIGHT WITH FAN OSD SMOKE/ CARBON MONOXIDE DETECTOR. TO BE HARD WIRED TO CENTRAL CONTROL BOX DT NEW TELEPHONE RECEPTACLE Dc COMPUTER MODEM RECEPTACLE DV VACUUM OUTLET (PROVIDE NECESSARY ELEC POWER) PAINTING NOTES: PROV. 3 'I/2" X 1'1 7/8" — _ _ T %\ MICROLAM LVL HEADER GREAT ROOM / JB ABOVE.(TYP. ALL) EATING / \ IB B JB A PROV. FU3,4N 3 'I/2" X 11 7/8" �11CROLAM LyL HEADER / \ / 2„ 8" C.T. ® I _ 2" X-11 2" R R.. H ® @1� O.C. X' X� �p - \ \ 00\ B s,_D^c. H. N@ N@ $ sp j �ti o0 du e�H 4`�0 A'p /rI 00 02 GFI N� �\�°� �o / N� x� xN@2X°V s JB 2-27X 12" 1 GE BEAM `9 3 X ®^ C / OJ.Q,O� 2" X 12" R.R. OF \ Va, N 16' O.C. S � O • \ Q O\>A PR V. FLUSH 3 1/2" X 11 7/e" I x �� / / > 2" X B" C.T� MICROLAM LVL HEADER 3 N CICALALL) I m (2) 1 /4" X 11 7/8" �2 T (LVL MI OLLAM l = J 2 I 2 LL JB C _ f + I— — — — —i 1-12-4 --------------- i . . �© 0 • • Oji iD i�%/, ' i • � if �\��F1� N j . ' • IIS-�I � � ..���7�.■I :•��� .. I' • - - • - • . HEADER .o....L • ° C.C..N....' 11I I . • e UA I 'GFI y 5' -ll IliS.9Y REFER TO FOUNDATION PLAN FOR DECK CONSTRUCTION. (V � R' / Do N° X�X N IIN� �P � 0, FIRST FLOOR \I ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL NEW WALLS AND CEILINGS WITH SEMI -GLOSS ON ALL DOORS & TRIM MASTER Is Z F_0 d / CU O C m m O FUCLO UO N5 0 e`®H. 4 w w w w °0X U U U U / 0 (V V 0 0 o D N N N co o L G .0 o o m o 0 N a m o UA I 'GFI y 5' -ll IliS.9Y REFER TO FOUNDATION PLAN FOR DECK CONSTRUCTION. (V � R' / Do N° X�X N IIN� �P � 0, FIRST FLOOR \I ALL WALLS TO RECEIVE 1 COAT PRIMER PLUS THREE COATS FINISH. PROVIDE BENJAMIN MOORE PAINTS THROUHOUT. SATIN FINISH ALL NEW WALLS AND CEILINGS WITH SEMI -GLOSS ON ALL DOORS & TRIM MASTER Is Z F_0 d FILE NAME Mo_TCP_CUR 1 /4"=11011 NOTE: DWG. NAME. ALL CHANGES MADE BY THE CLIENT PROPOSED TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS FIRST FLOOR ARE MARKED BY A QA Q ® /&SYMBOLS. PLAN DWG. NO.. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROP RTY OF THE ARCHITECT. NO REVISIONS, CHAN ES, AND/OR MODIFICATIONS SHALL BE ALLOWED ITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. A Y REPRODUCTION IN PART OR WHOLE IS STRICTL PROHIBITED BY LAW. W W O C m m O 0 0 0 w w w w U U U U 0 0 0 0 0 0 o D N N N co o L G .0 o o m o 0 N a m o FILE NAME Mo_TCP_CUR 1 /4"=11011 NOTE: DWG. NAME. ALL CHANGES MADE BY THE CLIENT PROPOSED TO COMPLY WITH THE ORIGINAL SET OF CONSTRUCTION DRAWINGS FIRST FLOOR ARE MARKED BY A QA Q ® /&SYMBOLS. PLAN DWG. NO.. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROP RTY OF THE ARCHITECT. NO REVISIONS, CHAN ES, AND/OR MODIFICATIONS SHALL BE ALLOWED ITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. A Y REPRODUCTION IN PART OR WHOLE IS STRICTL PROHIBITED BY LAW.