Loading...
HomeMy WebLinkAbout28035-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28451 Date: 05/21/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 345 CLIPPER DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 17.2 Subdivision Filed Map No. Lot No. r conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 22, 2002 pursuant to which Building Permit No. 28035-Z dated JANUARY 22, 2002 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 PORCHES AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to STEVEN & ANN MARIE ALLUISE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0010 05/09/02 ELECTRICAL CERTIFICATE NO. 90641 07/23/99 PLUMBERS CERTIFICATION DATED 05/16/02 THOMAS AZZARA ut orized 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. 28035 Z Date JANUARY 22 , 2002 Permission is hereby granted to: STEVEN ALLUISE 345 CLIPPER DR SOUTHOLD,NY 11971 for RENEWAL OF BUILDING PERMIT NUMBER #25563 , TO CONSTRUCT A NEW DWELLING at premises located at 345 CLIPPER DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 017 . 002 pursuant to application dated JANUARY 22 , 2002 and approved by the Building Inspector. Fee $ 1, 219 . 20 t Authorized 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) aED� 5- PERMIT NO. 25563 Z Date FEBRUARY 24, 1999 Permission is hereby granted to: JOHN VINE JR. ALLUISE 360 PET RD WAY �- ALPHARE A 30201 �j��5 C.�j = I '� for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. at premises located at 345 CLIPPER DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 017 .002 pursuant to application dated FEBRUARY 5 99 and approved by the Building Inspector. Fee $ 787 .80 Authdrizdd Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departmen A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) IV Location of Property: ;) C L I pP�` bf-- U TM,0 L D 'Y, i House No. IStreet amlet Owner or Owners of Property: c3 1� ��._ L l -t•� 1. Suffolk County Tax Map No 1000, Section 7 Block Lot 1 7 , Z Subdivision v 1 Aq2L©R ( 6 H� f S1 7ff 7P s Filed Map. Lot: 7 8 Permit No. 280:3E_—Z Date of Permit. 2 Z Applicant: �f J 'L LL-L 1 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ ZS 0 f2e c- �(oS� AAP11plicant Signature o��gUf FO(,�co y Town Hall,53095 Main Road0 + Fax(631)765-1823 P.O. Box 1179 �i Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: go 4 /do Building Permit No. 42 Owner: 71 e V tr% 1'/11 K 1 �, (please print) 1 Plumber: hDMa 3 Az2qrq (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Si ure) Sworn to before me this /(9 day of Vt, 20 ANNIE E.ESGRO Notary Public,State of New York s k G No.01ES5078083 Qualified In SO, olk County [ Commission Expires May 19,2003 Notary Public, Sounty T BUILDING PERMIT REVIEW CHECK LIST Application Name: fe. Architect/Engineer: Date Submitted: SCTM#: District: 1.000 Section: �9 Block: i-I Lot: J r Project2qJ) I C j�, Subdivision i f Location: ` �iwe� DL w e Name: P l f G NT 5 Req. Req. Zoning District: [Lot size: Actual r 1 1[« J [Lot coverage Proposed: 1 Req. Req. c Req. [Front Yard �Proposed: [Side Yard 2v b Proposed: 1 [Rear Yard �_ Proposed: j Project Description: hazz J7we(l,Pc AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Numbe Suffolk County Health Dept. �JID— _ ! C7 New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: l/ _BASFmE u r ��,� &bA / go - FoTPc_ dee. 7g LONG ISLAND ELECTRICAL.INSPECTION SERVICE, INC. 870 MIDDLE COUNTY ROAD ST.JAMES,NY 11780 Date 07/23/99 M�`j icarimNo.oafile 90641 sundingPemiiNo. 25563-2 THIS CERTINIES THAT ~ ow loos!ditnict iwtpeetw conducted ow iwrpection of tis ws a portion of electriool.itmullotion described:below and introduced by the applicant canted on flu above appl cation iw she prnwiW of *` sr .a - Se, ALLVISE 345.-1=IPf1W ]DRIVE SOUTH©LD � c in fhs fdlaviwg lotwims, ❑Bat mat 0 ist Fl. D 21dF1. ❑ Outride Section Block La wweramiudow 07/22099 Jountl to br i�rotnpliettnce wide the ctvrsnt edition of the A1460441 Electrical Co*, ` ❑ this Cert cots may be acceptad,as a"letter of Amowai"shot all circuitr ore is goal working condition:not overlaodsd,and allwiring,fixtures and other electrical egYtp mn:are in standord ccadi6". FIXTUNFS . I 001ItNG DECxS OVENS* 113YE31R. fplP FANS °`f *To" RECEVfA= SN DIMMER -WCANDMAK Rumsteft I ALA ANI; E SIZE AW. SIZE, :,. AMT. ' SIZE LIENE3�NAUSTc 31 -45 5 3flUP . [NY AAIfI�RY liEATMAS Epq MOTOR F7iR. gwGnti. S SEER TITER TRA1fsi01UlEA5 AA:EDU P< E1N6 "'ttENERAfORS ANT. SIZE qMT. SIZE 816N8 i aZE AMT Slit AM7 ', AAP > TTPE : N. . AYR. SRE POOIS MICRO YtATEgNEATEN SmokE > 'WT. $ERvlCE INfp, mW ❑ NOT DETECT TG NEAT TEM MO. SIZE AYR. SIZE -0IM FT. TYPE M mm, PNASE PHASE vOlTS sat A rm IETEfIS IL0 ❑ = 0 I t I d It I.A1% 20t, jj , ^�- �� 20 2/0 1 OTfERAPPtiRATUS: 1-20A M,V '�i idi a fes'.' d, � 1-"1 A 120V C t`r l/vac III Mo. ja�++�,�r*i al ` �"If � 6�CMfltitfY1sf80Wli01�1�Ifo �L�f�fl{t�W1{lalasQnliRldil6. r Upon Ow nMot 0",o1 l at.amu,application shill CM pronipyr math lajpL, APPECAwr: ST. JAHVS ELECTRIC P.O. Ho)( 289 ST. JAMESt NY 1178-»0289 { 77 WHITE-ORIGOM COPY tttf WY-MF1f IPAL:C Y�PNK:AGENT CORY GOLD OFFICE COPY .xsv �. ,�Ma_.... !. suaoiNc DEPT. NSPECTION 64""FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMAR DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE A CHIMNEY_�!�.� j' -djfl'I REMARKS(&/ -- �� '7� DATE INSPECTO O suauINc DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: li DATE � IN8PECTOR /� a� 3s� BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] 1 TION [ ] FRAMING FINAL [ ] FIREPLAC CLAIM rY R ARKS: 4f 4f:) DATES Z�INSPECT suiLDiNc DEPT. INSPECTION [ ] FOUNDATION IST [ ./�000N PLBG. [ ] F9t1NDAT10N 2ND [ ] INSULATION [✓]GAMING [ ] FINAL [ ✓FIREPLACE & CHIMNEY R ARKS: DATE INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY C; RKS• DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ;INSULATION R GH PLBG.FOUNDATION 2ND [ [ ] FRAMING � [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: J II DA INSPECTO / 1 FRINIOPW 11 ��IIA, op Ful Fit 9"MwIllia- _ U_ .A � r U".%L, v& 4""f .. _ FORM NO. I 3 SETS OF PLANS . . . . . . . . . . . . . .. TOWN OF SOUTHOLD URVEY . . . . . . . . . . . . .. . . . . . . . . . . BUILDING DEPARTMENT )CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: C/ CALL . .7 �/t'.� Faramired.................. 19 9 ! ,,,, MAIL TO: 5`M VC^ AL L L4 ISE Approved........Z::Z .., 19.99 Permit No. .J.L'.5F' Y :. ��rx.. .....�. ... .... Disapproved a/c .................................. �Q?N t` l .t. f � (Building ... (Buildi tor) i, _H - 5 X00 PLICATION FOR BUILDING PERMIT uu� �j . . Q � Date. . .� . . .J�. ., 19�. f. BI-DG. DEPTT.. INSTRUCTIONS TOWN OF SOUTH, LD a. 'this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, 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 of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 HEEM MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zane Ordinance of the Town of Southold, Suffolk Canty, 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 applicablI=if lordinances, bildicode, housing code, and regulations, and to admit authorized inspectors on premises tions.......:........�........ or name if a corporation) ...: � c 4. X. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder � 1-RACT-....VJEN-.D -- ............................................................................ Name of owner of premises Q M�.1.:. �!V�11 ..V.2../u r E,�..(\'4�� y.... N .................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... OtherTrade's License No. .................... 1. Location of land on which proposed work will be done............... .............................................. G�!�?P. ? fir? �I z.1 c�!t .. r,9 5 �o�,�-iy!n�,o ................. ................. h........... ........ House Number Streeetl--7 (� �] Hamlet County Ta!Map No. 1000 Section ....�/ .1...4... Block ....Q..1....... Lot ...� .:.Z.q. Subdivision .OWL . I �.� �5 . Filed Map No. Lot .7 V. .......................... ............... .... . ...... (Name) 2. State existing use and occupancy of promises and intended use and occupancy of proposed construction: a. Existing use and occupancyVt�� C'.�J� .................. .......................................................... b. Intended use and occupancy .....J r. ICSrn.................................................... 3. Nature of work (check which applicable): New Building .......... Addition Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) 4. Estimated Cost I � ....�................ fee .............................................. (to be paid on filing this application) 5. If dwelling, number of dwelling units ............ timber of dwelling units on each floor ................ W Ifgarage, saber of cars .... •............................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Height ......................... Naber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Leight ................... %mberof Stories ............... ' 8. Dimensions ofentirenew construction: Front ...J.�.. .. . Rear ....54 ..:....... Depth ....fL.8...... Height ..... QV................ Naber of Stories ..................... n 9. Size of lot: Front ....Z-dd ' 2�%� 22.1.5-1 ........ Rear .................... Depth ........ .. ..... � 10. Date of Purchase ..................... Name of Former Owner4. ...............................} M� l�v�hi .• SjjJQ _ 11. Zane or use district in which premises are situated ............ .f�r�..1 T S t 11 12. Does proposed construction violate any zoning law, ordinance or regulation:: .....No............... 13. Will lot be regraded ......J U......... Wiillleexce fill be removed from premises: YES l0 14. Names of Owner of pramiaeagO�^j�DEvuv� "T' �VirvE as3�1tfi PWP�MY'3°ZO 1 No. Name of Architect ,�u+?s.: 1n�"'�. ............. Address .tq CEWML5r 6W iiV No.-7 ��.y.1.. p _c� ... Name of Contractor. QVµ Address!' No. p 15. Is this property within 300 feet of a tidal wetland? * YES ..........OP.......... *IF YES, SQTIIIID ma PERMIT MAYBE RFiwnw. PLOT DIAGRAM IDcate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. AL �gh r � 8S 00 �o o CL1PP>A 17. 121dIE srnzr: of Nf•Ii YORIt, S€C- 74 ILk 4 LOT 17. C"ff OF ....................... FQLss .....�.......:.. ��5 ..............being duly sworn, deposes and says that he is time applicant (Name of individual signing contract) above named, Ile is Uhe n1TM�-r01rZ„�C°1s(2A�T VENa�+� .. ..... ...... ..................... .................................................. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobeforeme this Q Hd1Aft Tdl�NrYak •.[. ...day of .19 !. Nm ..... ...... LAB .. �.. &ibkOpM;0 \ Notary Public ..................................... •�Ciew�ah�ro•nF lin•w.►� •••••••••••• • FSUMLK COUMT DM*RT11/1WY-1,OF 17 ALid4 SER-jCTS PMWANCHOR LANE TM-R AMMY`R ONLY MTEt-z -C� 11s .pF.No. . o o/-D APPROVED_.._ .. FOR r�±rias c Bs ��:" � -• :iGOi41S O W7L WMES THRM Y3AR.F'.+;M, Or AMIGATAL DWELLING S.C.D.H.S. ENDORSEMENTS o SEPTIC IN REAR PER OWNER, EXACT LOCATION UNKNOWN O J N 0 3 MAP OF HARBOR LIGHTS ESTATES - SECTION ONE O 564'05'10"E 215.00' n ASPHALT ORAEWWAY GlmA E 3 36.1 2.. 37.9 O h Y orLQ o 0 • 2 � � 1 o \ O O 2 2 U O Nom' v4e1(/� �pelr O cV o M�O T lA`(, , 3 `K o 1 cc u PANWAIN 100'MIN. j SEPARATION FROM 2 EXISTING&PROP. 2 28.8' _ SANITARY SYSM6 U ~ PROPOSED c �^ n 0 O RREESII NCf p IL L to GARAGE NMN. 2 \ h 90.0' 27.0. —\ J N 3 2 398 9� h TEST HOLE Q w j PROPOSED DRIVEWAY 1 0 SAND do LOAM 2 O 41.8 p y ry o 39.9 p 4 �n Jia'ELECT. BOX 1p SAND & n F ON LINE,' 6'£ __ NO PH)SICAL BOUNDS__ -- GRAVEL O SET RESIR h CAP N64'05'10114' 215.00' w o �s VACANT AREA: 4J,000 SF / 0.99 AC CERTIFIED TO: SURVEY OF STEVEN G. ALLUISE LOT 78 ANN MARIE ALLUISE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK MAP OF HARBOR LIGHTS ESTATES — s �y 4 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUATE AT ARE NOT THE TIME OFRANTEED THE SURVEY.ESS PHYSICALLY EVIDENT ON THE PREMISES AT BAYVIEW JAN 15 1999 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR TOWN OF SOUr WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM— ut+lwLbf Health Services PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, SUFFOLK COUNTY, � wster Mgmt. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. „ , THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE 57RUCTURES TO SCALE: 1 =50 DATE: JUNE 16, 1998 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE— FORE ARE NOT INTENDED TO GUIDE THE ERECT70N OF FENCES, RETAINING S C.T U. DIST. 1000 SEC. 79 BLK. 4 LOT 17.2 WALLS, POOLS, PA7705, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. //�\V�� U V JOB N0. F1264 MAP NO. 7703 P,�ov raw yo `` FILED: MAR 1, 1984 cFrggF��4 REVISIONS: A n 94 Way Ha on Ba N.Y. 46 10/19/98 SHOW TOPO, REV CERT I v (516) 8-5330 VIJ199 ADD PROPOSED HOUSE, SANITARY SYSTEM, do WELL Y .x)49 O� Morc E Charest, L.S. N0.o5o� �l With the records of: Fp LANDPau/ T. Conaiizo, L.S. Robert A. Kart, L.S. liven 50149 Good Ground Surveyors, P.C. ANCHOR LAME O K. DWELLING o SEPTIC IN REAR PER OWNER, EXACT LOCATION UNKNOWN o w�w N 3 MAP OF HARBOR LIGHTS ESTATES - SECTION ONE O 564'05'10"E 215.00' n ASPWT DRMMy a4mGE 3 38.1 2 —_ 37.8 N REBIR& 36.6 CAP SET clN W J I J O � N a: I 1 22 Q ^N 2a9 96.3' PZ qq n A p 1W /� n• 39.4 pry ^ 2 2^ O ti I 87.8' c � I h y, 94.3' - z h 77.0' 39.8 3 V 1 I �Fo _ o Fn 41.8L10N o 39.9 j.F J'rJ'ELECT. BOXn � ON LW&- 8 E NO BOUNDS ? SET Rm a& aP r N64'05'100215.00' sE W J I V ) I J Q1 Ts ?^INN OG SOUTH OLD uACANr AREA: 43,000 SF / 0.99 AC FOUNDATION L,GCRrlOu OK. 3��9k19 CERTIFIED TO: SURVEY OF STEVEN G. ALLUISE LOT 78 ANN MARIE ALLUISE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK MAP OF HARBOR LIGHTS ESTATES — SECTION 4 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUATE AT ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT BA YVIEW THE TIME OF THE SURVEY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR TOWN OF SOUTHOLD WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TTTLE COM- PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. , THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE 1 =50 DATE JUNE 16, 1998 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE EREC77ON OF FENCES, RETAINING S C.T.M. DIST. 1000 SEC. 79 BLK. 4 LOT 17.2 WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. +. a JOB NO. F1264 MAP NO. 7703 rr ....... ...... ..... FILED: MAR 1, 1984S' : ::1 `: `> .. <: .. :.::::::::..................... " 94 way REVISIONS: K" Ho on Ba N.Y. 46 10119198 SHOW TOPO, REV CERT (516) 8-5330 VIJ199 ADD PROPOSED HOUSE, SANITARY SYSTEM, a WELL 'NQ,00-, ekJ MAIC E Charest, L.S. J18199 STAKE FDN & REAR COR'S LgND sWith the records of.• 3124199 U/c I Paul T. Conalizo, L.S. Robert A. Kart, L.S. license no. 050149 Good Ground Surveyors, P.C. RECEIVED SUFFOLK Cou4-I y 2002 MAY -2 AM 9: 06 ANCHOR LANE !;CPT OF HEALTH SERVICES SUFFOLK -..dEFN.E1A-5 EWAT R MGMT pc'TZ A E)H4 ULL12=- P- I () —9`7 0 0 WELL IlEiv-bc--j) c- futlpd to 0•-4- DWELLING EX 4 o SEPTIC IN REAR PER OWNER, CT LOCATION UA"p IR,S64005'10NE MAP OF HARBOR C1G—H7—S-9rrA7M—– Ui ASPHALT DRIVEWAY GARAGE2(5-00' 36.1 Z 37.8 2 36.6 Q-i O "b 6 N (k3 0E (4C Lq TWO STORY 366 Lw " FRAME �NDWELLI CL 'LLj F.F. 42.71' 2- 1> 94.7' GAR .4AGE -'CP G.F. 41 J (42') 27.X .9) LO 39.8 l Z Q) 41.8 Q 39.8 6 v v i'xi,ELECT. Box W. PHYSICAL BOUNDS N64005'10V 215.00' o 7s WELL AND SANITARY DIMENSIONS PER OTHERS. VACANT AREA: 4J,000 SF / 0.99 AC CERTIFIED TO: SURVEY OF STEVEN G. ALL DISE ANN MARIE ALLUISE LOT 78 FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK MAP OF HARBOR LIGHTS ESTATES — SECTION 4 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED S1 TUA TE AT ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE nME OF THE SURVEY BA YVIEW GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM- PANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ONS LISTED HEREON, SUFFOLK COUNTY, NEW YORK AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITU77ONS OR SUBSEQUENT OWNERS. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE.- 1 "--50' DATE.- JUNE 16, 1998 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE ERECTION RETAINING S.C.T M. DIST. 1000 SEC. 79 BLK. 4 LOT 17.2 REAS, AL j4ZAE?0m1w NO ANY OTHER CONSTRUCTION. )DI T7 WALLS, POOLS, PATIOS, PLANTING A D JOB NO. F1264 t. )MCO) :2 MAP NO. 7703 ............. FILED: MAR 7, 1984 ............... ...... REVISIONS: 94 way 10119198 SHOW TOPO, REV CERT V13199 ADD PROPOSED HOUSE, 0 5 CJ Ha on a N.Y. 46 SANITARY SYSTEM, & WELL 318199 STAKE FDN & REAR CORS (515) 8-5JJO 3124199 UIC A NO 6124199 REV SURVEY PER NEW Marc E. Charest, L.S. CONTROL With the records of.• 712199 FINAL SURVEY Paul T. Canalizo, L.S. Robert A. Kart, L.S. 0JI2912SION002 REV'DNLY license no. 050149 WELL & SANITARY Good Ground Surveyors, P.C. DIMENS O 1 x " r Y � s °r L IDNO 'N &`te r T Ik r dl r 'r I. Contractor shall check b,verify all conditlan5 sot tte sift prior to Starting of work and he 50. All lumber shall be Douglas Fir Larch 112. Design values shall be that a5 published In current Shall fnmillarize himself with the Intent of these plans and make work agree with the same. "size ad)u5ted" tables by the "National Forest Products Association,Washington,D.G." ' + - 2. Contractor or owner shall obtain a Building Permit from the local town prior to stortma dry 51. Design Loads: work If contractor or owner does no - Oefla�tl t receive a permit prior to start of construction the to ) p_S Architect holds no responslblilty In correct code compliance nor dissimilar interpretation of 1st Floor 40 p5f 15 PSI` 1/360 codes ttyy the town plans examiners. 2nd Floor 30 PS{ IS p5f 1/360 3: bontractOr shall obtoln all required approvals,permits,certificate of occupancy, Inspection Attica-Non Stora e, 10 20 p f 5 I 10 s F 1/240 approvdls,etc, for work�performed from agqencle5 having Jurisdiction thereof. 49 30 P P a. . 4. All work shall conform to the New Yank Side Building Godo,State Energy Conservation Code Roof > 3/12 • 30 psF 1 p5f %bO and ail rules and regulations of the Towq�ey"�eI Cathedral Cel11n 30 sf 15 5F 1/240 " • of construction a dondltfon exists which disagrees with that as indicated an P P 5, I# In the course 'these plans,or IF there are an Inconsistencies on the plans,the contractor shall stop work (E) NOTE: New York 5 to Code allows reduction of live loads on certain roof pitches e F• he shop an�ix•chitect, 5houlThe fall to follow this ocadure and continue with the work, 52, Design timber stress to be size ad�000usted lumbar 1200 ppsi - Douglas For construction Find- grade 2 ler 3 I •j and notify the pr better,modulus of ela5ticlt of Ib0 R00 psi Douglas PIr No, 2 and Southern Pine- No. 2 dense a all responsibility and Ilablll aorlllsi therefrom. - r AF�� yin be-VoelPled-m-N+e-Fleld-afFer-pertlal shall be considered accep ole species and commercial grade. Lumber shall be graded a _ - .. _ - -- . - 1 6. Fact recognized grading and I patting bureau in strict accordance with industry standards and by - - ._ _ _ ___ . - - -..-. - - - - - - '" : Ne�prlar-to It's use as indicated in the drawings. 6rade'markings Shall be clearly printed on structural members _ - _ _ LV!- 5d'- v.A 2r '-yn - r• . - -work. and where possible Shall be left visible fl . T::The¢rchltept/sIlsow bA5lgqnnor oscines no'respori5lblllty for con5huctlon conforming these plans, 53 Double Joists order all partitions parallel to same and around all openings - - y(3vw means ofaoi{sfrlictT or assume tochnlquos, sequences of, rocedLII for Safety precautions 54. Install bridging In all Floor and flat roof Joists,ceiling Joists b beams. Bridging shall be Installed ti �,+, n ';g' y,responsible ctno555 of For supervision ullans specified at B'-� A minimum 1.51'shall tFbbearin 1101. ength lei �Lr�a" ?� , _. --_-_ _,--_ 121'rd` (III and Pana ons W dgnrlactan w th'the Hark,nor has he/she, oven bridging. /j, GonfraLfor' Shap be SpIEI re onslbla Far the come dlmeralon5 qr qumltlties and for the 55.For Microlams: 'I.a ^ 'fi tl to other work;°for Work,to be confirmed and correlated to'the site;for Informs9 9 q 1 k, r ' � , �Spetam>nq to thq fabi•aatlon prbcadurE ler to"the mogns,'methgds,techniques,sequences.ad b) Eiearinnqq across full,length of Beton Is assumed. -- -- t-�--�-" pracatlu esoF aDtstrucklara cid for the 400rdmdtlbn of work with all trades.The verification c) Lateral support Is required at bearing points. 6"2'C4- oF-the;p Lodi Interralatlors#Vips ofelements:pF the work from plans and Specifications and d) 16" and 18 deep beams are to be u5ep In multipple units only. �- 3 a peak sI hyy e) Hallen pattern Par assemblyof multiple units Is to be a , N in Ind p fd is the.5,ontraatars,solo-re'sponsfalllty.Architect's review of the contractor's g of Ibd rils at 12" o,c.,(3) rows of 16d Halls ^' ,x "„" ,+•,. fq - minimum of (2) rows x _ - w submissions does ndt,rolPGve contractor from these respo sibllitles at 12' OLc for 14", Ib , and IB beams. } y$+ v 9. Architects sit-, plan Is only sihemhtk,'All Informatibn'Is as Indicated on ON I)and shall {) Assume Po = 2800 psi E - 2R00,000 psi ¢�✓ _ ..-_- - 4 prevail 56.-All headers to be, (2) 2"x8 unless otherwise noted. de scaled dVnonsans. fp, Do apt scale drgwNlQ6,I^knten dimensrms,wperce 51. Provide Palo FV Plywood manufactured to meet applicable U.S. commercial and American Plywood _ II -- - - -- ," '( 12•�Architect ltect 'riot bodh,ro tried for do site nsbadi is and/or observation of the 9 _ --- _ --- f _ ._ _. - arm p.l.f = hick- Interior b d) B r 4 k V - l uments'No,A-2pl,of tie prnerkan Institute of Architects latest Assad) Fl ing - I s: edition, las 1 thnough.l4 Inclusive,is her moon a part of this specification and the terms a) Flooring Inch t _ �< thereof bindlrl4 to,ttte;contract I eement to he same Extent as If herein written out in full. A b) Roof and sldawalf sheeting I/2 Inch exterior (c-d) o off 9 55.NOTE To FRAMER I OT TRADES: No holes In Joists shall be Baton than 2 1/2"6 nor within ') co of this it is avallabl ak the office 0 the architect for examination. J LIN °I9 OwTgr ylaMaetat cpntmcks to perform the work contemplated bu these plans will not 2' of bottom or top of Joist b shall be within 1st quarter of span Prom beabrusnq points _Q I V' �. A N N d dovlate In any material respect from the general notes herein and a pertinent drawings and 5q. On all cathedral ceilings and round all skylights,notch holes as allowed From New York slate �� 1 l q QaPiz G',d',,<,tt `, 1 c - Lode for proper thru venting of batt Insula len to allow for clear venting soffit vents - µ s ScUlcotlons. �g���7q�,5 throw h to the roof venting system used. I 1 _-, -.- . .__. _ R 14, namE GOrtlf�jcbanttlans and ocedudre1for all Specified It test and ort re and d by Afc�urer5 60.PfgV�dE fila 5lgppmg QS pef Now York Coca,�a6tl0rl Ti1.4. I n N � r _---1v��Z,\ \ (yY 4 ,t M C I� %v 1/IC1yTr' r mp shx p 9 eP q Shop A -- ` , drawings shall conform tome best standnrdsaf the construction Industry and Shall be prepared 61. Exterior doors shall be 13/4" Insulated aluminum or Steel raised panel,magnetically °b' ` and under 5upervl5ldn o{ competent engineering persomel: weatherstrip ed,mcluding an aluminum saddle. - \� 2 x I o 5 I y''°rG. +' 15. Oss graded lumber and klnnber: 62, All new windows and slidingq glass doors shall be as manufactured by Andersen or equal aid shall � N m I $ \`: y fitV � ri a) eubmlt name of Supplier and certiflcote of Inspection stating grada5 oP lumber used be provided with double glazed Insulating glass and fiber loss screening. - 63. Anderson windows have a 15% return charge on standoPwindows (In stock) and will not accept In fabrication returns on s edAl orders.Gontrautors/owners to verlf that window sites shown on their plans - ka b) Submit name of manufacturer of metal structural tlMxr comectore with printed are correct prior to ordering windows, Return chargesy/ no returns allowed are the i7 I " II product catalog• responsibility of the contractor. 'f' All 16, 5tnuct wol Steel: 64.All fixed glass Shall be double glazed insulating glass panels. Exact sizes to be field tr•.'. _, 5 � �r 'a) Submit shop drawings for Structural steel members shown'In the drawings. determined upon completion of framing. x"rti> ` eat to dam to exlstin areas (Including lawn and 65. All entrance doors to have Storm door ler certified U value of .40 or lose. 11. Contractor shall ekardsa good Judgm i 9 1- . --- - , -- J 5hrube). Areas damaged duo to new-or additional constrscton shall be restored to It's original 66. All Interior doors to be hollow core loan veneered with appropriate hardware. (Owner I5 I ry k condition•, to select all doors and all hardware) 61. Window manufacturer a5 noted. Provide at least one egress window (IB' clear opening min, 4 sgft 1+ total opening Max. Y-0" off above rade. 4"-b" off below grade,) In each habitable space �L_. r u 18.' prlvewdy and base axing Stall be as per town regulations P 9 g - - C�)t 8x9 x 11078 tl� - ,.,L1 t ,� M. Lonkrackpr shall str�p,top5o11 from front gqor4 side yards,and to 30' from rear of residence and mdudinq recreation rooms, slain lass doors (or equal) and In Interior partitions ib" or less - _ _ FI:P�)".' •;, , ,, - upon-w Ietlpn pP,ponstrvctlon,final grade.and rood this area Por a low, bB.Blass in sidalites showers, 9 9 q P I, I i.r�o a • �� i'. - r I e c I �l aF1' 71, 'V•c . r'' I• •60rpq areund new constNutlon 5ha11510pa .from house and bland Into exf5ung. above the floor s)lall be tempered safety ass marking labels, r, 2k r�f u > 12' �� "� -_ 12 -- - -- - -- - .Hes L_ wUwrwl 51io - ` Se b10 ler) include m his work,removal of existing ��i c• 1N��� �r I y 2 one ctlan 3halk(unless dIn�d add - - U3t { - snjnutn,ded trees WlUlln the arae of,the naw (tion and transplanting of same to a location 69. All Zrall shall be US.6.National Euowm Co. I/2" thick, taped and sparkled 3 coats rJ ,« I o w .,- 'w•> n" r' t .�oe ,galeGted owner, 10.All Ho lboard shall be prlmEd and p8lnted where exposed using best quality factory mixed paints _ G,� I p IW'f -1 bbu1 mixed paints min. I coat primer b 2 coats Finish or more as requined. pfy,,,y pill•,".roc•; -' ` ` -ti / ji(e 22:GantractaFshall stipulate an ditowance for.landscaping, t of s w� riz 7 '.23,All footinngas to bear an undisturbed soil with a�min. allowable loll pressure of 2 torts/51' and shall 11. Owner Shall Select all colors: (re: applance9,paint,Elle,crape Ing,exterior staining, counter C�'.,i 6���^ I have q mlln mato of 3.0" un cover.5011 Is assumed to be sand/grovel,with a minimum trace of dry clay. tops,.vanities and kitchen cabinet5li', I b"� - I 21-11 w �+ 4 tH'r, r+.= ' 24,Top of footings shall ba kept below frost Innes. Contractor shall verily minimum depths require with 12.Contractor shall stipulate on allowance for Interior and exterior (lighting Fixtures, kitchen cabinets, lay K e bpi local 31111d1ng offshall cabinets,countertops and vanities, 25 Stepped fpotin s where requtrod,shall hava d vertical to horizontal ratio of 1:2,and shall not exceed 13. Garyetln shall be Furnished and installed at owner's expense. I _ q q •�i Sj� sl a of 30 degrees. 14, All exterior siding shall be, selected by owner. Gedcr shall be coated with preservatives to •9 ti\m° 5 -- - ---_ L'LDr: •'� Fo 3�I }3` g_ � y u 3r n4� op �_ _ _ gl' 'Lail z.* . r The fou atton a5 shown on the construction documents Is predicated upon a site with little or no slope retain Its natural color. " - " ( . r 26. rid days. - _ 21. All concrete to be 3,00C) psi standrooflF overdtrowelled on mastic an all pored concrete foundation 1b.Ktchenfloorin shall be linoleum with a 4" high campllmentinq vinyl base. e. Walls around tub and �'?'r'�v ...- _ _O 1 I ( _! --T --`"--- - - �aD- '- I�• �- 00 2 c�^, ��uv,��` , 28.provide 154 Felt membrane dompp g P 17. Bathroom flooring shall be mosaic the on mor-tar bed with fazed the bas v� y walls from grade to footing. q v e�hat C4 inT ��fi 29. All s from tge block walls shall be felled with martin and have dura-wall reinforcing ave other course showers shall receive lazed the to,6'-0" above finished Floor and shall be Set with mastic. All �. - 'vv ' s,�La�' UNDERWRITERS KATE r ry / dr: and shall be dam proofed edgy of footing,to underside of sill,and then _pplying asphalt parging on the Shall be American lean or equal, °0 (�� I - - - REQUIRED - .from edge a footing to grade:Apply a top coot of cement parolgg from top o grade to 9111 for 18. �wel aGK Showerrooms shall be eracK Shown cd with urtaln rods arrored nd clothes hooks asslselecitedpN owneolder, _ - _ _ - __ -_ Etpppp RWRRERS CE finish: 45� - PROVIDE 3/4 HR FIRE a a_r, - _ " " 30:Base space construction: if at an time during axeavotion, fie soil a Pears to be 19, All plumbmq7 Fixtures shell be American Standard or equal with Moen faucets for sinks and - RATED SEPARATION TO DO NOT ROCEED WITH ••„�,,,,��,,+� , - conductive to water probloms,the contractor i5 to order a soil boring„ds5priior a further b01 All aprihancesvcrl shall be fq with f rnrl furnished by the contractor and Shall be 6.E. or approved equal. Dv2�' �- i4 - ' �a �'' 'z 1 i PART. 717.3 (f) (1) OF FRAMING UNTIL SURVEY 3� ff',t, r ' excavation to date Ire. the waterl�vel'and serve of an underground spring. P g 1}lY , �.c . Cw� ago-, 31, an backflllmg foundation,chemically treat soil,for termite protection In cal ltlon to providing at. Provide access to attic area by means of a 24"x18" removable panel in closet telling or pull �q •r 1 �• • vA Iver, AX C5"'� N.Y. TE BUILDING CODE. APP��AS NOTED termite a kfilld5 or ndation,ch sills', down stairs (verify with owner). 1 N y " ' rx1 12'o,"v'6 .- " I��r), ndsewle I'•>�-T=E' I'"'g''`' =�•^N S HAS BEEN APPROVED S.F.# 5 t I IG 32. provtde6.111 of th Lena v orbarrier under concrete slab.(omit at garage). l; „, DAT 9 P 63, Roofln shall ba 240>s/s care asphalt shingles over IS felt. p ail W TS Oo r••ua n "7,o BY. 33• If other condittars are oncoufltorod or spp%�Isite conditions prevail the contractor Is res ansible 82. All metal flash) where called For on Ions shall almuminum. - - - .- FEE'�6-- r°Ir for txrvm�q the foundation rada5l q,nnod any3i notify the archltect/deslgner B4, Install leaders, utters,and dfyWall5 a5 requlfed for proper runoff collection and distribution ,(_=j,ilur _ C21,n-x a _ ,_., �� ' i^,ti 31L e -J/ria F,.e. r/y4�TrfJ NOTIFY BUILDING DEPARTMENT AT k i 34, All hay on concrete snapbe'GCA:.tre - /� "� ove `/ r" per" I' �r PROVIDE OPENINGS FOR V65L WI 9 AM TO I PM FOR THE qq meet State and local codes. FOLLOWING INSPECTIONS: ` 35,PcavldItMc B.C.A.wood sills over the Seal .Anchor bolts shall be 5/B" dile. x IB" at b'-0" ole. and as required to I1 • NINE 1 � T �Fr'fRIGP� ,, n t _ REQUIRED 2 bolts oer sill peer then sac,um. aGc I' 0" m from co ne s maximum. _ Ai Ic cg EMERGENCY ESCAPE AS FOUNDATION TWO REQ36. My axed areas er-sung fill shall be Compacted in layers to a min. of q5% dereltq. B5. Provide pan under washing moehhe as'per code. g" 4 ya P,erre,,�'t fTAnz sn� L REQUIRED BY PART. 714 OF FOR POURED CONCRETE 31.Goncred crops ps poured and mhall b shall not be laid when the min.temof 15% IS 4CI degrees 66. Alt plumbing Shall be In strict conformance,with the State bonding code. �_ Q _ _Sd.� � 2. ROUGH - FRAMING & PLAMBNIG y, I or less.Concrete'Shdll not be poured on frozEn Surfaces. 81: Anti-scold and/or thermal shock preventing devices shall be Installed In the water supplq to N.Y. STATE BUILDING CODE. 3. INSULATION I + individual bathin and/or showering fixtures to provide a reasonably Safe degree of control \ 4. FINAL - CONSTRUCTION MUST - fqq q BE COMPLETE FOR C.O. 36. All structural 5teel to be A36 fS 36000 p51 ALT shapes b plates shall conform to ASTM A36. thermostatiom cf mixing or combinaton rparessure pre sure ba aolcloqq A thermostatic balancing. PRO INC z,. 51.•Deeign Values: - to rcferme, standard R5 33-25. Not Intended to be applied to Individual baths that are ?A "I'° - 1 -�` ' 1 22 _ P T 21 PROVIDE ALL CONSTRUCTION SHALL MEET .if. . b) BendingHE NN • -336 5teel = 3b k51 - ALARM DEVICES STATE . NOT CONSTRUCTION &TLE ENERGY OR ' Po�'bb ^ 24 ksl wpplled with two handles. "--�-.��---- ----�--- _ - ----- ---- cones THE REQUIREMENTS N 8B. Install new oil fired hat water heating System to provide n separate zone with thermostat and _.m - - AS TO AR 7 1 OT RESPONSIBLE FOR ` Fy I YS BUILDING CODE for copact sections (W b Sha as) --- --- ---- --- -�� -�- ------- - -- - -- - - --------- - . . r 2 �l " .;i c) for coin styes = on = b11 = 2 s) controls for the wH addition. All plping stall be insulated and run concealed In the floors, walls, V _ W r- N DESIGN OR CONSTRUCTION ERRORS for non-compact sections, and/or telling,Radiant baseboard elements shall be of surldont length In each room for ---' - I.�I, �,u. If topper tubing Is used ntDYtDE ANTI-SCALD AND/OR DT d] Sheer stress (Fv) e.40Fy ' 145 ksi maintaining a_'10 degree Fahrenheit Interior temperature at 0 degrees exterior temperature for water distribu'ing DERMAL SHOCK PREVENTING ' t el Modulus of elastldty 2 p00 kzi with a 15 mph wind velocity. TABLE U= 5Q. TOTALS +40, steel lintel schedule: Bq. sanitary disposal system shall br GounW Health Department approved for design and Installation. system;Dieing shall ba VICES AS TO PARC 902A(K) ;fie „ Upp to 3-6 : II"x35'x5/Ib" system Eo be 1000 gat /min, septic tank and 300 sF wall area leaching pool for a 4 bedroom HALL b-I .065 lq of types K or L only N.Y.STATE BUILDING CODE. to B'-0': 5"x3.5"x316" house. A 5-b bedroom house requires a 1500 gal. tank. Each additional bedroom requires an 6-3 .052 I Z - * 2m o� over a V- 6"x35"xI/2" additional 250 gal. F b-3 .050 L O r ,� N E' "'• 41. Wood Shimming 15 strictlyb- O-; h" 5I Use steel and/or non shrink grout only. q0. Install as per owner's direction any and all Intercom,telephone and/or TV antenna wiring In walls b-6 9.1 v PLUMBER CERTIFICATION i� � •I 42 Ali d olih in rads shell bo deformed of intermediate grade new fillet steel conforming to A.S.T.M. prior to shoetrocking. All temperature wntrol wiring shall also run concealed in walls, floors b-I .32 _ " qq and/or ceilings. D b I 25 0 ON LEAD CONTENT BEFOF,c SpeGlPlcaklon A-615 grade 60. grade B Cit. Electrical work to be Board of Fire Underwriter approved. 1�, CERTIFICATE Of OCCUPA/aC V 43. Co1Wnn5'aro to csnPorm to AS,T,M. A-501 or ASTM A500, q2, Furnish b Install a single station smoke deWtin alarm device where indicated on plan. Device TO 44• All bolts are to conform to A,S TX A325. q SOLDER USED IN WATEhT '+ 45, All wood/eteEi flitch plates Shall Grdugh bolted with 516"6 galvanized steel dolts ® 16" o.c, shall conform to code 121 of the New York State Building (ode. THEREFORE THIS RESIDENCE DOES CONFORM TO THE SUPPLY 110 OF CANNA 4r' )�1 :. q��ngqgqared. buckfutch plates shall ba supported an sola posts with 316" thick steel bearing plate 93. 5moke detecting alarm devlcas shall be provided outside each separate sleeping area,In each NEW YORK STATE ENER&Y CONSERVATION l 1 EXCEED 2/10 Of 1�LEAD, fasfdnod to the top of the poSt.See construction documents for the size of the post. Insure that sleeping Space and on each floor level to be hardwired I / -__ applied (pads are transformed p d to all toad cc component parts. Ail steel plates shall be the q4. All electrical work to conform to the "National Electrical rode' and any applicable local codes, ��.� l � � CONSTRUCTION CODE ` � C SQnle d�eappt�hh a5 that Of ad aGent Wq members less )4 (116" at taps I/B" at bottom). and sh011 be QWroVEd fly N10 "Notional Board of nedbFlufE I,FIderWrpafS". N0. D�tE REVISION 46, Go rection Materlak (bolts,nuts,w nails,screws and the like) shg6 conform to ASTM A307. 6. Ele h to is electrical' { Gpi yanstl5 suhemlat�c andsl5sguugqgesElva. ontractor 5hto verify tEPRIOR I2 � Mr�y r.y/r Rry r nNSTR rTION R-VALUE FLOOR GONSTRIIGTION R-VALUE GEILIN6 CONSTRUCTION R VALUE _ 9uh ' Nails shall be hot-dipgPod g9alvanized In accordance with A5TM AI53. Maryland CONTRACT 516NIN6 all elentrlcp� fixture, outleT, air switch locations a5 well as ty�ppe and maruf. PLUMBING dl>k'✓ « 47 Manufactured Metal 5truotural Timber Connectors shall be, as mawfoctured bu Chevy Chase, y ba 200 a serv160 with ushmatoc tupIS onalboards or as Sped?ad by owner, OU(5N7E AR FLM 17 OUTSIDE AIR FILM l N51DE AIR FILM 66 O4A A HAL 5 Il �any mai mar - k .• ;',.."u'`:= Iryyjlanvgr metal gdlct5, Inc.,LNormore Taco or other accepted hou� Architect. Provide galvanized 9"I.Servlce shall mmilp P P '12f-t.EJhr' a'°`t 3 Pr correctors as shown California,l the a,Too s.Minimum thickness of Steel Shall be 14 gauge. qB. NOTE To 5U5CONTRACTORS Da not notch or cut aide Into Joists greater than that allowed WO017 ww ho 24011 ASPHALT aHINC:rLf 3/4" TSO PLYWOOD FLOOR 96 15# ASPFIALT SHIN6LE5 ALL LUMeING WASTE joist hangars and G by New York State coda " AIR SPACE �h FELT & TEfl LINES NEED 4B. Structural Steel: a NOtchm : Maximum I/6 depth within 1/4 of span(not allowed within middle half of m and 1/21 GLXt�IUOK F6YW= ,46 I/2 EX I i_•RIOR PI_YW001) 6-1/4" FIBEP&A55 BATi G 00 1/2' EXTERIOR',PLYWUU[7 TESTIN BEFORE COVERING ! ° ., '' i' a1 All welds shall be made with IDIOM, low h orogen electrodes, x) ucereed welders 5hael b) Bored Holes: Maximum 2p/2"P no less than 2" From to or bottom of 61st, Also,In no came, �,y/8�y(INSILAiiON 0.00 6.1/4° FIBLFaiLAS + 13A 11 19.00 VAPOR BARRIER 9-112" FIBER6I,A55 BATT 30.00 "-._"' �, b) Unless otherwise noted,all steel Hit] be cieancd to meet the requirements of 55PG-5P3 by the , c 20,63 VAPOR BARRIER �•""' Structures Paint 'Gosncll and Shall be painted with shop primer 2.0 to 4.0 in film th4" clip, are notahes to be placed In both ledges IF the near skins ho such nbe la ore eio5or than 11 OUT`all.>C, AIR h'r"" "^+" aural Staelw Support wood Framing shall be fastened to the wood framing with V4 clip angles horizontally,nor are the neer sides a notches and bared halos to be placed cin§ler then 11" I/2" GYPXWI WN.L DON07 VAPOR, UAF.F,IF'N WALL BOARD 45 t•. h c) 5nv pp , � horizontally,nor are bored holes to be laced noon both the to and bottom edges If the INSWC NR FE.M ,68 1/2" OYF'LiUM WAIL f k7ARIJ +2 I/2' GYPSUM --- --- - p° "I 1 t g � ,e p, * at not cote 4b", Haar sides such halos are closer than 12' horizontally. P IN'aIDF AIR FILM bIf TOP SIDE AIR,FILM bl I-IA�� +�.�Ir!, �S h�-�• !7 49. Point for structural steal: TOK WA,L CAVITY 909 19,?Yt TOTAL FLOOR CAVITY 9U% 2O.B5 IN5IDE AIR FILM 61 Shop primer. Tremae, 10-41%Trameo Company or other accepted by Architect (2 X 4 9W f 16" om) 1071 TOTAL WITH .JOISTS 10% 4212 ct TOTN W/L4 U ObdO TOTAI. ROOF CAVITY 20.1'1 (2x F .I 'S v Ib" O,G.) TOTAL GEILIN GAViTY 90% 31.23 I7 ri�i+ nb\L, y Gt6II-✓ n TOTAL WITH BEAMS 9,09 TOTAL WITH B AM5 10% 2.06 r TOTAL ROOF U 0,052 TOTAL WALL U 0.050 TOTAL GEILIN---C, U = 0,032 � "�ii) __Lor�_!NT& -- Lrf NRA 4,64,2 - '' oanLe Tlexeew ' IV - CGIeLC —II - w rT¢w oo�eLe rc.xw r WLLLY TY RFTCw _ a e - . -- D ,i2 A-" 'I tp I FL v'Id• \ 1 o•N — LI A•i• - - - � 20eIo 293io O V 1 I �[,r 1• � a �G i 7 —IN —_.— 4q pqi L h•s paM1 0'2l �I��— r � a .�. � �I� �Ob.,nG I✓q i i GMSC 1 I W� N LoGB 291a 13j4'<9'I1 ` 1 ,, rr /U, ,v h 9Y r a5 I ;u 7 3 mei% µ: 7k4`jro"i s-fIQ o / z r � I i III a D m ; IN is TIP = orp SV.wLY LGA SPT I f I N u n� a\ ' i� — \� •`1 �,� � � 'lrlo tl', >It.� -- Io��'� I�. � o` J _ l ' 1 0 - _ '—"Fivu31Y i 9h39a s� uao nilN� y 'L DI+P3y4 _ —_— a+A4L- AD �eERE4 a ' 'r'. Ir�r � h .� �--"��__ Ip',ar ��•NTS _ _—>�!2_a , ,a � € - I MS ' �I f 1✓Lvh I'�m�"�— z ta.���,z.___ — Ta�a.�a.�-2 -- - - -- �'�-T�I �.^ _ � I a G - -- ;r�'`�•'.,!'o"l✓�J: ' . , ' nrkua'4c1 ��AJ aNro do M q'14 M h 01 ox MXal Dxlia.nd N](IT2 Ed��Ati.�u.l.u�.$:rW7.$Wl..L,•GJ�L Sr_ _ x ._ _._ - - .. ..— - .. A � I - _ A L0•./ J�1- ILL 2�o1n8 Ve„-r M�r''� .___ "-___—_ _ __—_-_ ' Y I kvw�i (i,an�s, ALMA uolj ,../10607 1,I 9j, �TiP•� — - - - -- � -- --- -- 'v, e FIN 3 I , � I I I I FEW] I I t _ I — I I- — I 11it 11 im, I -- i i 11 - I . v - r -o _ i f� — v I I is 101 .. -__ -10 I i \ k31 1— 1 ILwn } _ � I G P 1 NAgo IV x _ �—__,...--------- -_. _... _.-----�------! d ?,c ,r�'¢ r'1. N 51 — �-- - I ~ I�Li y, RY_6u3�1 ;J, 1N � o ' _ 2tLh �i `FS — 5LL� � u 1 / N J At,p N r. 0CL 'ruiPO 00 4 -- �.— gy.la�'•o'I Iti ��-- — —� i q,. wo. mmRIWISION er r ------ ---.. -- i L.. — - -- - c S �"L'�IL _ � $�7310 L031: 21L3ra Lr6,o Y Flo �\5'�_r_S J. �rF ' 1 y 'I9 m a/lYWO 15K �z G tIn.oe� 119 � T' � _ - ---,— -- — .r _._. -- gid, }� Of J SHTe - ✓ e ;g:`.� ^ ylYl ON IMO\pNli\NNON]09 - Y '{ .//M��V� ���yI�•�p,:0FFr..711HE T fit ,1'I VFr, 1,ll.. :, �.i. I,AbI COMM C*ff W ' ontractar shallchock,4 verify all,condit!ons'at the site�rlor'tb stating of work and he 50. All lumber shall be Douglas Fir Larch'#2, Deeiq�n values shall be that as published In current all Fomlllarize ilk� elf with the Intent of these plans do make work agree with the sonic. Pr ntractor or owner shall obin a taBuilding Permit from the local town prior to stortin any . 51. Design Loddsl "size pdJuSted' tables by the, 'National Forest oducts Association, Washington, ark, 11' contractor be owner does not recelJe a permit prlor'to start oP construction�he Locaton - D fisc chltecir holds no'responsibility M correct code. complignce nor dissimllorinterpreWklon of 1st Floor 40 sf 6� e tion o s' p P 1360 the town I de 4u kq pans oxdminers, 2nd,Floor. 30 psF IS psF 11360 antra&or Shpfl o'ptain ail roquirod approvals,ppermits,certificate of occupancy,Inspection Attic-Storage 26 psf 16 psf provof$ gtt fat nark parformed From a andel having urlsdictlon thereof. Attic-Nom5torage . Iq psf - 5 psF, U240 IY works 11 cor{Porrn¢a the Now York 5tdte Building' e,5kot s Energy"Om5grvaklon (ode - RooF 3A2 " off: Joe dndIr0 Iations bf:the Tow 30 pef' 7 psF, 11240 ' .. Roof i 3/12 + , 30 psF, 7 psf 1/180 In the wgror, aa(IsthUctlan a"eonditlon exists w Ich'dlsagrees with that as tnglGgted,bn Cathedral Gelling 30 p5p' 15 psf; 1/240 - - se plans or,If„thane are pry'IiPcanslstendoy on the plgns, the wntrdctor shall Stop work (!)NOTE, New York plata Gods allows reduction of live loads on certain roof pitches' rIQ'notlfy the aFiMitOih: Shaul He'fah to Follow thl5 educe an,dcontinue with the work„ '52. Deslgn'timber straps:tri be size;ad u5ted"lumber 1200 psi - Douglas Fir construatlon grade 2 or a d+all assVme all reyporslblllW;ppd 1IabIIltu chis ng erefram, ' _ b"her,'m"A6 of elostIV of 1,6 000 p51 Dauglas Fir N°.-2 and Southern Pine-No. 2 dense e , t��w'r '6, Pied-m-the�leld-aftervpartrai 'shco nixed ldered accelpp�stable ypecies,and'commerdpl grodo. Lumber shall be raded by�a . s-Ipcar tt re o ni ed gradlif d In the P Ire3 dance with Industry stan curds and - aGGOr dg It's as nadir and f set g bureaus inakings shall be clearly printed on structural'embers t' o drawls s•6rad ... - .._ ..f. ,- .. ..,.. Iq' r7er assumes no responsibility e 'for Fonstructlon conformir . o _these Ions R work., 53:Do where'possible shall be loft,vlslblo, ' eaSoFtetoAStruCtTo s ue - tions-berg d p a'-to Double Joists under all,partltiors parallel to some and around all o eninqs q m d , g s,, r has hal of con hired5,orPor safety unless specified pec 54. Install bridging In all Floor and Flatroof Joists,ceiling joists d beamps. Bridging shall be Installed - P y p sup Q p ff ed at 8'-0"aa. max,a' hall be,Ifx3 cross bridging. n -' a) A minimum of IS - rid pro rams In cannedlo with the acct nor has he/she� oen hired Far envision unless s rid and s ntrac r shop be sole) res onslble for the correctness of dimensions or, uantihies and for the 55. For Mlcrolam , tong to other work;Fdr'wark�,to as' onflrmed and correlated to the site;for Information "'of bearing'length is,required. e IRIn t rocedures a aonskruagions;and for the coordination _ g P on ns,methods, techniques, saquen,as,and b) Bear[ across full length of Liam is assumed. 4� En al, n nr rto o tha fabricatlan procedure to the mea h�qq F OF work with trades. The verification c) Latecai @u�lpbrt'I5 rcgulred:at bearing points. �a�-{-�- - - :- - , f the ph SItal:InterrelatianshlpS of elements of the work from plane and specifications and d),16" and (¢ deep beams'are to be used In muiElpple units only. fit- / y ry'q''�6'CCA- on the'Playd s,th'c,4ont dctor!9 sole rasponsblllty Architect's review of the contractor's' e) Haling pattern for assembly oP,multlppfe units Is 10 be a' y (t ;j peri omissions does rat relieve coh'tractor'from these raspa"slbilitiss . , Halmvming a ter rbw5 of led assembly liqof dtl2"a u„its Is oma of Ibd malls 1 eve cts site I wm s. Written d men5lo s dimensions. shall 56. All,hefF) sume F b = 2800 E'12 beans I x pan Is only sahematk. All informatlon Is as Indicated on owners survey , 0 ps 2AaoAGoted N N o rpt Scale dna ' g ^ i 5u encode scaled dim " er5 to be,(2)2"x8" unless otherwise naked. -�- rc stacdhas pot oA I. retained fornL5 No, Pspcction5 auUor observation of the 57, Frovlde Dougg'las FIr,Plywood manufactured to most applicable U.5, commercial and American Plywood I ai - _ e standard farm,A,I.A:Dpcumonts No. A-241,of the American Institute of Architects latest Association'- ridords'., "� (kion,ArEldes fthrou ' 14 Inalusiv6;is hero p� made a art OF this s aciflcablon and the terms p a) Flooring -:Lin�h thick; Inkerlor (b-di) IB _ ereaf P111 III ta.the contract agreement to'Ehe some extent 415 If herein written but In full. A li).Roof and Sldewall sheetlnq "I/2 Inch extortor(c-d) --.. -- - _ u - No hal in olst5 s II be eater than 2 1/2'0 nor within _ i , R r J -y-- '- q J p ., ._ - py of this document,Is available at the'ofFlce of the architect for examination, S8.NOTE TO FRANIEfa ¢ OTHFR TRz+hFS' qs hq qqrr � i a � wren wp Pants tf at cant dans Eo perFo n the work contemplated by these pians will not 2" of bottom or top pF Joist a Snail t e;withln 1st guoter of span from bearin points o 1 g ..✓ vlF r v6te In any material respect'from the general notes herein and the pertinent,drawings and 5q.On all cathedral tellings and around all skuIlghts,,notch holes as allowed bu'New York State' ealflcatlons. . ` GodeFdr proper thru venting dB batt'igSVlaZlon'ta apa8 for clear ventingFrom soffit vents aT t �da 'I_ _9 7Tpl througqh to the roof vonting,system used: ., • N 'r ,� .'` :i _ a1�A 2Yt G'�d'b+l ,ry' N'- sv eecerE lt"salmplespr6co ores for of o edfled te,Lostre cuts and data, T ew,Yonk'State Lode,Section 1114. ill , 1 3 ti e C i2""/o V i t _ f3, PKr Sp ms and r uosEed �Architect�,5ho 40. Prov de flre'stopping 415 pe 2 r _..__ _ . __ --. .-.-__1 v_'.x _.._. _ .. • n u IFlcptlons;and aced 3/4 1. F v" 5 i'' , x a� eeqq r N awinggs sMdll'cohform to the best'starddrdA'of the cpnstructlon 6ausEry and 511 II be prepared 61,�Fxterion,doors Shall oe I ''lnsulated',alumipum ars eel raised panel, magnetically C A. 0 t ?.`{ / q d rldcr sup0rvlslon bFwmpetent engineering parwnnel: weatherstrip d, fndudMqq on 4luinlnuim saddle. . ' '. f'r 'i., - res railed dumber and timber, 62,All new wipaos and 511 rI .glass doors'•shail'60 as manufactu ed Andersen or equal and shall r „ qq It rams of 'supplier and certlFkate of Inspection stating grades of Ionian used ;cue provlded,wit_h double glazed In5ulathig glass and fiber lase screening. g - 'i N ` -""'"�-_' •, ;°' 2 In'Fabricatlon,,, ` 153. Anderson windows,have a'15%return on standarcfwindows (In SOW and will not accept I u = i ,�. .', ' -""' -�----'�" - pr g of metal 5tructurai timber connectors with printed n;,, �l't V f,Tt returns on ectal orders fr turn than y/that window sizes shown on thalr.pians',' 9 -d Sul'unit na of manufacturer Submit shop drawings for structural steal members s to verify - _ trucZu411c5k p'lo g memos Shown In the�drawin s, M.As onslblll pdF the contras r octans/* 9e#' ed are the m7 01 ),41,Id�, - g arlf ffixedec ass!shgll�orLtb deri windows., -5ulating glass parols. Exact sties to be field A I r. do{%796 4.'�h': -- i a gg .double Dozed In no returns allow ^ ntractor shall exercise,good judgment to minimize dam to exlstin areas¢ndudln lawn and detormined upon completion pF.Fgraming,' ! -"tom- �. �, M,, : a,- F• . - t� p g b,5. All entrance'dodrs'to have storm door or,aertlfled,U value of ',40 or less. i "' ' ri9 .-.1'.',�• s,., r aqe qq 'hardware) I i _ - ff ub59.Areas damp d due to ew or additional const action shall be festorod'to IC's original 6b. All interior doors'to be'I 5/8 hollow core ludo veneered with appropnate hardware. COwner Is ��!- ndltidn. � - i MI to soled cup doors,dnd all ' 61. Window manufacturer as nated:Provide at least Ole agrees window t1b" clear oponutg min, 4'sq,It veway and baso going shall f e as, or owl�n raga atlas. total'o en Max: „ 4 ' opening, a¢ovo 'grada. 4'-6 OFF below grade) In each habitable space pp ppbb. ntracto snail strip topsoil from'frpnt yard,side yards,and to 30' frau roar of residence and ndud n ,retreatio rggm5: ) aH T' - C. . / on completion oFconshuatlan,final rade'and seed this area for,a I n: " - p - es,showers,0alln las5'daors or equg0�cmd In Interior partitions I8" or less , , „ gz lit/ ,,U4 „ � - d way to'exis" above the floor shall be,temperedsafety. las9 with martin Idools, f c ov •' �,- '"-- - ' " 9 K' f Class n side adlI around aonstr 't n ' " irL' otherw se d 'From houso and blond In UC ib 5hd 51bGep,p Q• , :.�. .! L.- ",,xt ,py,.yv: Y_.=+ struutlon stall(unless d rte i' by,gwner) Include In work,'removAl aF_exlstln ' ' .g ' ' i ' �" , _ f • .�."-S'-�-,-^^'" .beandtreeswlthhth rsp' g g - r.., ..(Lkr%�(-uit2 /v , .i lectod ' own C dreA'gf the nawaddltlon and tra icmtln of sr%Ma hri-�a IdcaElom: K All drywall skill be V5.6,.Nptional Gypsum Ga; 2"' Ick, el and ackled 3 coats. �� - : T. I i'f';' -"'-'7"' ,r ' t,' �} ' -1 z. . to or * 5P � �` _ 3 r1 ,( w c ytne f r,cue .i7 ntrdclarr-shp))I`sElpultate an allowance for igndsc '' 10.;AII.Wglib°ord Shall Ix prfined and paints where a ossa using best quallVy factory mixed paints , _ - - x 71_ ,I v,',•.s„; -, footm 's'to or on undlsturbed soli with a min.giaw ole soil pressure aF - '- 2 cd p I -mixed paints min', I coat primer 41 2 cbat¢;FNlsh�;ar mare as r vireo. e a mfg o ve 2 tari5/`..,F end Shall 'il.Owner Shall'select'all'calors,'„(re: appllanges,paint,tlte,'car et ,exterior staining,counter I"-U IJ- wv u'_ mom of all Lie k c t Wow,fr5 assumed to be sa l ver verify It knum trace of d .clay, toy 'vanitreb' kitche' mets P �' - = n u � Ph v, i �I- .nom"> ' 'fi° " I les. r .., _ M1gr rryy. b , aro n J `_rr, i P of fpotngs'shpll be,tact bel ow.frpst lines. Contractor shall verif m nmaxn de e ulred,with 72.Lo tractor shall st l te; O ° G, l ., d s w s r� 2 - al 2uildln officials,, y q, 4i, q v pllowdnda for Interlorana exterior Ilghtlmg fixtures, kitchen cabinets, '�'�' ` g :cab](ie{{5,countartpp6 and vanl}Ies, .I '1 ''. f •.: - `:� ..C�_,ZX! © -'di , 1 'vr, 1g y�r�;,.w",v' -' 1 I`W e Piled Fo°EingqS where required,sN411 have a vertical to horizontal ratio Of 1:2,and shall not exceed , 13, -X,shall be fu'nlslned and-Installed'at'owner's expense. i '(I 15�F"�4, bw^n 'My"' * ! 4 r'' W- •+"`I a `--• - .-._r _ ', to a of-30 de roes. qq H -.• - 11 - . F, g - - - 74.,AII exterTph Sldtng shpil t>e'seleateq,by-owner:Cedar shall be coated with preservatives to ilap5 lrx,Lv"/ray✓' v?, If - I na.7t e foundgtlan as shown on the�Constrrittton documents 15 predicated upon'a'site'with little or no slope r0tginitsaatural color.. �J q1 � . '�m Ip f',. i 1 `I II concrete to be 5,g00 psi,stone iohcrete 028,dcis. ",75.'Omlttod dompproofing over troweled on mastic on all poured concrete foundation 7b':Kitchen Ploorin9 shall be.linoleum With a 9 -------il s from'qrode.to footln ase c hila.oh cantor bo �ntln vinyl base. � � � � � � f ---•_ ._.- --. ._.. ., _. . ___.__ -. � felt membrane q compli d autos 15# ( 4" high q q TL Bathroom floor fig'shall be,m' ) q with glaze, tele bass. Mahs'around tub and - r, 'mw ' 1 1 aoncreee block Mall b0 filled with mgr,Gar and urs-wal(rolnforcVg'ev other course showers shalPpeaelye 'laf0d.tlle t b' 0' above finished Foor and shall be, set wlth m stir. All _-- -_ have, a kap M - ' shall b0 ddmpproofed edge of'Podking td'underside oP sill; and then applyi<1 asd!�t.parghlq-on - Lilo shall be Amerlcdri )am,or oqual. ':'- d• - i'', rs,'cra�k,;+t Cvvurk TN' 'u >3a ---_ ._._ _ _ - 2 tfromg ng to grade:Apply a top coat of cement,p ,Frgm a grado,to s I for 'IB.,Bathroomp shalt be'e ul a with mirrored medicine cabins w edge WHO rack;showerroc�hower,curtain rods and clo •t,sea s 511"toilet ever, .�-W . ,/a_. ,���, cement/crawl ace o foatl sp. 'apnstructlom . thea hooks as,seleutedpbyo wren. - fat time aur excavation, Lost status' T be q pr,blems,'th0.00htractorr 5 to order a soil boring test lar Further lavatorles verlf with owner): : - _. ._ .: :___ . . _ _ _-. .... . . . .. ... .. _,,. ve to water o I - - Ing g � ppea^ 9. All plumbing Fixtures shall :Amerkan Standard ore equal With Moen f Wcets for 51flk5 and ' ducts ttao f qq p5p avation�to;detefmine'the water level and-ppra5enue dP6n undergroPnc{'sprlInnqq. 60,All appllaneee'51ia11 be'furinished oU the'contractor and shall be 6.E,or approved,equal. , -- -` 'rt.! a�a.dC'.N - - / ba shields orunoation,chemically treat soll,for;termite prolectlan in addlElofi'to providing 81. Prbylda 06055 to'attla 411760 bymeane of a 24"x18"removable panel In closet telling or pull '-- `T its shields o wolmlero d SAIs: ;, _ down stgirs (Jorifg with owner),: y ..>• ` vide 6,millppalyeth�ylevo vappor bprrier under:tonurete,sldp, (omit at garagqee).' ' then condltl°ns P!`o,encountored'ors erilpl Sita condltlon5 provptl the'cgntrattar t4 respdrsl6le W. All-metal f,ICishln where„cdlira fad an ons shelf bo'aluminum, l� "`n - pp hcr:n .lhefoundatldnredeslned cnd'Shajl,motif the arthlkectldeSl 0 _ --- ' - +-->a � --- .._._. _ .,_..__ - __L•'4.}x,5__ _ ,T ,. _ _ 1' ''!a,_V43'„_ _ rty�,+U4� % , 84, ROOF l egosJ d g q y gyne 83. RaoFin she beg2g0#)squpre dsphdit'3hin las Over felt''+ . No to � p¢t,rr.r,''�;t"�M�V qq WT'S ! s.,1 - I i r5,out meet stat rywafls.adrequired0s. for proper'rMofF colllectlon and distribution ' Olde 2x6�G,G.A:,wop s111sp over the sealdr pnbhor bolts shall ne s(8"ala, x IB`at 8'-Or a.c. and as red<u ,_to - + _ fiJ z•,e� . _ p Irea meet state nd,'lounl'uodes.', � cz1 ���,° 2) �•-,�tio _ lL,� „' I � ,r+a!�,r.. ys ���TI9'� Provide 2 palls', er 5111 lace,minimum lace,l'-0" in from corners a(s maximum. - � LC�eIBISe� ,y 9N si(u.a.i•, wen. excavated',areas regulr6g fill shall be tompacted'In layers to a min:of q5%dersitqq.' 55. Provlde pan under,washing' 610 as,'per code, --- - ¢ R ) rete shaltnoE be council and mason shall not be laid when the temperature 1, 4rT degrees 86. All plumbing ehali be h strict aohformpnde-alai the $tate b'uildt code. y ass, Gdnereto shall not'be poured on frozonsu'faces.' 87. Ants-scald and/or thermal shack revanti,' deyiees shall be Ingalloda i the water su h g to qq ng�o q y y�-,- _ _ structural steel to be A-36-fs 36p00,ps�I Alli shapes o plates -shall tomfbrrn to ASTM A36: FralfvduQIebathfnssiver hl d/or showeringrixturesthe provide vie 5 shall be ably pressure balanon p°pntrbl _ - _ _ _. -- . .8n A.c. haterL fWl s'rw,i,c si7;•,° sem y gn Values: thermostatic mixing or combl ato ppgrossura pressure balanekY,qa/'thermostatic types conforming b)5endln : A-36 steel/Ftizb 36 ksi . 'to reference�standod R5 33-25 Not Intended to be dppllad'Ea Ihdividval baths that are b)-Bendln stress f�- bb 24 ksl. Install new oil;tired ales.'r. heatin tom to, ovlde a se _ c) for compact o stress - on -' 4 t l 2 k) polled wl oil hd.hot, �5 pr for Bending stresectioFlons (W d y s po a now aildl}lon„All" M p Bali be'fnsVlaEed and rerun separate witft thermostat and . P 2 a k - ' - --- - - �' d) Sheer stress Slop 14 88, lontrols far kN - - - - . .._ ,. _ - - ' � t ed In the floors,walls, � � T ectlons. 5 ksf q t baseboarapelor#onts sholl be of sufficient length in each room for uuNFs - ha' � - - with IS h wind vol . ------- ---------- ------- _ _ - for non tom alts _ G I � ) malntaalnl a 0„ eel ahre11helf interop to erakurp at o da pees extarlor temperature 4 I e) Modulus oP elastlGty - 2 A00 ksl nd/orce � I mP 9 .......... .:.... ...�....,,.. .�..,. . .- °' el lintel schedule' 8q, Sonitar d osat stem shrill be Gaup Health'Department approved for design and Installation. � Vpp to 3 - II x3 3.5`x / 5rptem, qEa be 1000 gal 1 mfn.,5 tic tai and 300 s1 wall are lea himq pool for a 4 bedroom U' TOTALS 36 to 8-0"',5 x35k3/8 house, A 5-6 bedroom h I roq Tres 6.,1,5'00 gal tpnk Each dddltlonaT bedroom requires,an ' MALL TABLE .065 9 over 8-0", b"x3,5"xl/2° - 'additional250go], ROOF b-3 .052 IZ shlmmmg s 5trlutlg prohibited:Use steel and or non shrink grout only. q0, Install'as per owner's dlrectibn'any and'all Intercom,telephone and/or'N ante nd wlWng in walls FLOOR b-3 050 I H p olnfordnqq rods shall be defarmcd,of Intermediate grade new fillet steel',conforming to A.S.T.M,' prior to shoetrocking.All temperature�uontrol wiring shelf also run concealed In walls,floors 5 6-H q,l L,r fr n Iflcatlon A°615 gqrrade 60 :andfor Collings, ' I-`Q ns are'to conFornt to'ASTM, A-501 or ASTM A 00, rade B. Electrical ` r CLASS b- .32 41l � Its are to conform to A5 TM. A-325. b g - qC urnishIfwork to 5I Bis station of, FIril Underwriter approved. � DOORS b I 92. Furnish a Install,a single skatton'smoko dotoctlnnqq alarm device where Indicated on plan. Device TO oqd/steal flitch plates'shall'be tfiravgh belted with 5/8"a galvanized steel Ill & ib"ac, shall conform to.code 721.1 of the New"York 5to a Boding Godo. r IZ ered.'Such Nltch lateI5�sholl be supported on solid posts with 318" thick steel bepring plate q3. $make detecting alarm devices shall be'provided outside each a, sleeping area, in each . ned to1he,top 0 the post. See construction documents Porthe slze.oF the post; Insure that sleeping sppace and-on each floor level to be.hardwired: \ T}IEREFORE 'THIS REStpENGE DOES CONFORM TO THE d loads are transformed to pilload carrying co"nent parts,All steel'plorv5 sh°li Oaths q4: All electricpl;work to conform to the "Ndtlonal Electrical Gode" and any applicable local codes, 1 "'�' NEW'YORK STATE ENERGY CONSERVATION d th as knob of ad scent woad members less I/4' (1/8" at lop; U8' at bottom)• -. and shall be approved by'the "Nat angl,'Baand'Of'Fire UnderwrtEers", t I on Materials{bolts,nuts,washers nulls,screws and the Ilke)'sMall conform to A5TM A5M. :- .qS. Electrical and RVA,G,systems Oiall'bty daSlgnod ou others;unless otherwise noted. - �� (F% GON51'fdl1GTION GORE (�� (� 1 , ZZ '/6 el hall ba hot-dip rid galvrnized to accordance with ASTM AI53. 4115, Architects electrical- Ian'ip,schamatic and 5u as Iva.Contractor 15 to werify PR OR TO pp to p N0. p�7E R�VI910N EY attuned Motel 5kruc cal Timber Gomectors'shall be as manufactured bl� Chevy Mayland GONTRA67'516NIN6 all eledtrlcal fixture;dutle�6nd Switch locations as wall type and mgnuf. ROOF GONSTRUGTION � R-VALUE FLOOR metal products, Int„Livermore Golifarnld,-Taco or other accepted bbyy R chitect; Provide galvanized cP.:5ervIca shoo be 200 a 5e vile with p6hmauc-tqpa p°nelboards or as specified owner. Got`61 GTION R-VALUE GEILIN6 GONSiRUGTION R-VALUE' Lin and aonnecto s as shown In the drawings. Minimum,thlckhes's oF, 5looltihall 1) 14 e,' q8: "lam 1 < tura) Stc'el: 90'+9 0 "'"M Ro not notch,oraul; 01iss.ntojolst5'greape rthan thatt olfowed � M :1T, „ OJT50E AIR FILM .Il IN51DE�AIR FILM . .68 OUTSIDE AIR FILM J� I, �. by New Yak 5 Maxim m I NG b5 240 A5PHALT 5HIN6LES 3/4 Tfl6 PLYWOOD FLOOR' A& 240# A5PHALT 5HIN6LE5 wry L " � ��--1't II welds shall be made with eel will low hganneal electrodes, by licensed weider5 a)Notchin ; Mazfmum,If6,depth'wlthin 114 of span Ynot Allowed within middle, half of s an 15#Fepf . ' ,06 15# FELT " +:{ ii qpp AIR 5PAGE I5# FELT •' ''`nf w`I'' less otherwlSe noted;all Steel will ori c eased to meet the regulrements,4f 55FG-SP'd b!th0 Skoal b) Bored Roles: Maximum 2112°d;w�less tha2"from''to' or bottom of ost. Also,In no case 1/2,'r Extri0k Yd-YWOOP7 .'46 :, I „ pp I /2 EXTERIOR.pC,YW00D b-/4 FIBER6LA55'BATT Q.00 /2" EXTERIOR PLYWOOD auras Painting Council and shall be,pointed•with shop prhner'.2:0 to 4.0 dry film chit 55: - ,are nok4he4Go by pidied in.batli edgqes�If.the near,slde5 of such Hatches,are closer than 12" 3'Y9/8'6AfTW511,A'RUN 1 .00 " ructural stool supportin wood Framing 511°11 be,Fostered to the wood Framing,wlth'f/4' ip angles' horizontally,'nor are the,near sides of notches and bored hales to be placed closer then 12" 1' �u 6-1/4 FIBER6LA55 BATT Iq.00 VAPOR BARRIER Q I/2" FI RCL' qq VAPOR BARRIER OUT5IDE AIR BE A55 BATT 30.00 1115' c G !fir' Intervpls not to,exc0od'4'-0". horizontally;nor oho bared'holas to,be aced Hoar both the top'and bottom edges If.the 1/ AIP%M A W 4q 20.&3 VAPOR BARRIER cur struchJral'steel> Tnemec Company or.other at y- o placed horizontallt94:WN l WN L t�fJ b8 U2 GYP5UM WALL BOARD 32 Amon Tn to ted Archltect floors such hole4 cur y. /2' 6YPSllM WALL $DARD 45 GYP idol Of a clo5br than p emec 10 q P 9 P by E b SIDE AIR FILM q (2'1(4^50 8 a4.)10%��4 NSDIR;FILM 8 TOP SIDE AIR FILM 61 TOTAL FLOOR GAVIT1 q0% 20,83 TOM I1'� Ob50 TOTAL WITH J015T5 10% 12.12 " . -W TOTAL ROOF GAVITY 20.11 (2x F. J,'s ® Ib" O.G) TOTAL GEILIN6 CAVITY q0% 31.23 TOTAL WITH BEAMS Q.Oa f 7 e 417 ' T1s � /-o fy a ' F1, 0% 12.06 __?�,I��,!:JJ,r { nni,a sagMMp erpn -. ,.,, � „ {'. ' „ - - " 7Nl,: ''71 OF_�lwt9 NOTAL WITH BEAMS AL WALL U 0,050 - TOTAL GEILIN6 U 0,032 , r F Il - 0.052 TOT ', mpaf r3 ,An: V 1 NAFTCR maeTrv[w it v ,. 4 ri dala'j J sd r 5 1�vL+'i.,, � - � wur�r' „Daunt r.c.pcti r � � .l• — "---.�Yl.l l-I YM.L6i r InSV'� � � � I I ' r bh plutl5 A'S' �aE1L ,Pvnl _-_ [ " . � � 2'L31a -._�.----•-- � f�ul� ,AVvn.9 pWst�� .0 ��1 � � �1 � d 3�i? -iB � �t '� o � � L_1_' _ � �1 �- � a - I I I I _ I I 4._ Pt- I I hAi L. pen cvvje _ P 1 __1 f m r -�- NpS . � t 2. 1 � o q��93 I 1 I i I I - �o + — Q L(y I dr I.(fl 11 ya 1 i I I I 2L 1�,`_7Z_ li Ae p A :�c IIS --."7-7-77, . �I e,neilr'./ 4`rtV�* (.vC76_ — = _ (31 13iq�4ift". H L e �( 0)1 te,v t r,Ose a14 41 N u}FYfi - il _ t2 VN r 'ju Ij I I � m - i N J * I N x f I1 — 4 N, 1 4 9 _ dSW I � '1D ' 641: T � - 1 Ate _ - - - VY'1, r IIA 'I I I 1 I I Ir IIj - Gg 1!Y 2 . 0, DATE AllION Ln 5 1711 �* plo ` rid oj .,'., jog. I r 19 °F '._I_, _.... ___ "_.. _ �, N I _ h �2k4T r'sh �,, u a � ✓e -d c. - _ �+ �K �� � �, .',� , �,=.� � � � ,� - ,� _ � ''' � , _ ' ' _ __ _, _-,r--_1"_,.,—��I�^ ��_ - '.� �'��-..._._-.. '_.._ � -,�----.�-=�_�.�_ r-="'-�'-•�=�..-..,.-•^.•'•.-,,., ,� rte_ �,8 , 6T, tPwn IG4 i h�7ati 196,0, G AP"e 44a Fi Ip 1 0 1 f Z 1' CSN k N y� (�"nla+w*- i � yJ 10 i EI,.6y1 � QUI-Iol' 7 I � fill � c�— ..=s�.--t--•—•, LN z: x ✓ Pee_ A i R r . � I I A3V IA"iT I LP _ 2 yea, I —�Ir- -_--�--- 1 _ N _.. Lllns _ o _ A Yn� — . s/', .,�•!', �G� � i � � . �-Gt'-.�:.6.1�_ 2k 2 Y YS I 3 7 I 4 — rs�r 2 G � ►Stca� 6V uv, p �xrta,nne. t t # '�° �x l,�¢ ' ,3$r r '� ._:✓� - � �,,.�..-7 �tY'" Yv ,�^I A9 r �7kfifi .'l o'.� I I� '^e r l k I tq eo. Dere �ewsiow er a' n' w I . -'t I , �. � 1. ; . , . � .,, . k mle _..�..__., .. �. � _ 3-d' So M' W1,,..Q*.I. i ,.