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29854-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31529 Date: 04/12/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1615 FLEETWOOD RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 137 Block 4 Lot 35 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 29, 2003 pursuant to which Building Permit No. 29854-Z dated NOVEMBER 6, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTE;RATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to FRANK SCAVONE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0072 04/06/06 ELECTRICAL CERTIFICATE NO. 3407 02/02/05 PLUMBERS CERTIFICATION DATED 02/04/06 J ZEES PLUMBING & HEATING L' uth rite Signature Rev. 1/81 Form No.6IP3/ �f TOWN OF 50UTHOLD 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 Department with t)eVIlowing: ,� r 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 tharr2/10 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 Date. o New Construction: Old or Pre-existing Building: ✓ (check one) i Location of Property: _ Q "g-sortn C> QV p �L �P ]y i j House No. Street Hamlet Owner or Owners of Property: —I rn �L l ftjcC"2_ i Suffolk County Tax Map No 1000, 'lectioBlock C2�A Lot_ Subdivision tw Filed Map. Lot: Permit No. 7,9� -QDate of Permit I 0 z-on5 Applicant: ( X10 ti l Health Dept Approval: / \ 0DOilnderwriters Approval: ✓ „ tt Planning Board Approval: 1/_ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2'< Applicant Signature x� v w � 5A134 krf t � Opp lag r r � l� lx >n sSbkte Se xz `.� h. j f f' y a,t fawr V7i1� 33 dlicZ ���&• �� �` �ti..�»� m 3 � tt��� 9 7t�br:" r n�n d r.s, q i rw is 'CM F �•� Y ? j t y ¢4M 6 ` I £< < >d �:ask t m t L✓� � v„fz 4. 5} 'Ra s A � 'z" t; s}' '4n ..= 5..5p i !�. *• a"; Moto,'1l ,} r� r«<7; r r, ` z, '' :cf L t k. aieT.33"s 14.35s * xxa e @ m �`L mt., x tM L t+°'{-d ` 7 7777154 � 3s �y-�}y { 4r. .mi.}j j� �,4 gi k:S' F L'{p�F 4 '1„h. M},}YS Jl 'or 9'r ^�Lf, $1 Pi: v k- ��. ' �g r"fit � '� ���, � '��� �"�,✓�:ky3 J1h.1 .W bb8i �y a', r c 'ttbiFYIUCl3t, 8 [1.}(.lA `�"� AI or +i6' �5 '- v,}. . _F" 1 BY4 mmwlm §r�nllwra�arn M�wIi1lMMllMI! r t Y " *�%I;nxrw' 'TX rz, • Form No.6 TOWN OF SOUTHOLD ll( 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 Department with t),leljpllowing: 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 force). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than2/10 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 Date. New Construction: �_Old or Pre-existing Building: ✓ (check one) Location of Property: I �nIL_ t t Q Q'rc,(IM C> Q y���L�1e � 1>S House No. Street Hamlet Owner or Owners of Property: z—r. S Ltn iaC,9_ i Suffolk County Tax Map No 1000, Section I K9- Block o'er Lot_ Subdivision JN�Et _ Filed Map. Lot: Permit No. 29 S�A Z Date of Permit. (0 -2 3..-c Lq�, Applicant: S C ^-od Health Dept. Approval: vI�°p�Iffnderwriters Approval: v� c tt Planning Board Approval: ✓ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ z Applicant Signature ff�o SF � K G� y�yy1pp Town Hall, 53095 Main Road y Z Fax (516) 765-1823 P. O. Box 1179 Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T ,I F I C A T I O N DATE: ' L/- 0 6 Building Permit No . Owner: (please print)Cl Plumber: . 2Gc.IS' /fid /y. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �✓ (Plumbee rs ignature) Sworn to before me this Z4 LL day of � }3oL066) Notary Public, __azc� 4 0 (Q,' County JAYNE P. MARTTIN Notary Public, State of.New York No. 7758236 Qualified in Suffolk County - Commission Expires ,Jan. 31, 39-'�.o©7 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL CCMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29854 Z Date NOVEMBER 6, 2003 Permission is hereby granted to : FRANK SCAVONE CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1615 FLEETWOOD RD CUTCHOGUE County Tax Map No. 473889 Section 137 Block 0004 Lot No. 035 pursuant to application dated OCTOBER 29, 2003 and approved by the Building Inspector to expire on MAY 6, 2005 . Fee $ 627 . 90 7 ori Signature LA+AOK3 P^4-"S ORIGINAL Rev. 5/8/02 Ism # �rautFi 5 '" crit' t ei M,pohus SURuck5�hacjl ScavonE Frank F� 16 ?I2�idfi � Ya flail, y Lan�kV'1.dQQ 1615 F1EEtwnadl3dL } i TotatrU 14900 0 wnEr ; ! Tta�7 Ii C °`E1 ,i [E�ratrrs i . E NSCEItan�ausoil Wil vans Name . Fran ° 4 E ` �� Bavk 7S5. k S Addl}idr , teff: 9615 'FreltwvQd lv�E i +N r ,, ,ft zt t ,4 'l>'4900� a"IQrtIF g 11 zoo! k Cr}tchnkid KIP :; 641 Hyp x F h, ,t artr 1�tQt14 E>Et Acct hfQ 13 9016s�i � Tdi Cn p d !ii° * ' i, SE E i4. ! '��P d i 4 Who 7 Eavk Pa�� y 5alel�atC 1 °401 AWW �: ,6 Ric€ 3; it CtifO F 10fear !IM9 `z liatfaaiJ Q L"ad ! ' !1 ;,3 41 y, ' ! s EE((i t t t4 ° t blt I ,3 fi ` ft, E�It v £�,. 1i854.S1AF1 H1ASt i E, loo3 ii� limit ,°`ti ° 'm 1111150611 $ Ex1GIr3F l �r� {{ MVAsL ! p! FCF05 Culcfibrif 3 $ PCkr �I�s€ f 6AT Ya Bud st 3 { ( Rob Cutoh Navy Sr E : .I. ..: � ....�.a : L ...i. q tE ttt g E t. fi `H,{ ! h °i 4 ' �H+r �, (i�Ez � i;� t�k°"�1 At• i�,i i ,° `t E `� ,: an. :..E vtH.. :H-811010! !N . 7 765-1802 - BUILDING DEPT. INSPECTION 1 [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ,FINAL [ ] FIREPLACE & CHIMNEY [ ]\FIRE SAFETY INSPECTION R MARKS: 3 4< DATE _�� /3 ��� INSPECTOR 765.1802 BUILDING DEPT. [/ INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE KS. DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] DATION IST [ ] ROUGH PLBG. [k FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE _- INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOJUNDATION 2ND [ ] INSULATION [ ✓FRAMING-* -P [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CA- DATE . 611 710 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ 7] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACCEE,& CHIMNEY [ ] FIRE SAFETY INSPECTION R ARKS: Cin 3 DAA\TE 111,111WECTOR �f/ o��OF SOpTyo � 6 couxn TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �r /Q o INSPECTOR ""� FIELD INSPECTION REPORT JYATE COMMENTS ' FOUNDATION UT ------------------------------------- 1 FOUNDATION(2ND) � � s- z ROUGH FRAMING& PLUMBING n y 0 ig ail INSULATION PER N.Y. H STATE ENERGY CODE �3�4 FINAL 17 yADDITIONAL COMMENT n' o ) m 7 70 y x 0 0 y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying': TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans_ TEL: (631) 765-1802 Planning Board approval tj;t FAN: (631) 765-9502 survey www. northfork.net/Southold/ PERMIT NO. ��`�� Check Septic Fonn_jl, nrVn N.Y.S.D.E.C. jL,ja Examined_ fl 4 ,20 3 Contact:Trustees ;,,;r Approved 1114 , 203 Mail to: 'V, Disapproved a/c one: k.3 i, Expiration_ S ,20 S Bu` mg for �R Fri �,� ^ APPLICATION FOR BUILDING PERMIT 9 2W3 ••.a., � Date .� t. d 1 , "i INSTRUCTIONS 20 0 T`?' :a? s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. o. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �^ r(—SSignatur pianame,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 K Name of owner of premises 1—'a (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer t`7 �- _ (Name and title of corporate officer) Builders License No. r �klkvDtrl Plumbers License No. _ Electricians License No. _ Other Trade's License No. _ 1. Location of land on{which proposed work will be done: House Number Street - Hamlet i County Tax Map No. 1000 Section- 3 Block L4 Lot_ Subdivision NPr Filed Map No. Lot — (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 70s, '2, -S�. �• b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition ._ Alteration__ Repair Removal Demolition Other Work _ _ (Description) 4. Estimated Cost 1%, / cr ;1 Fee -- — (To be paid on tiling this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions oishistructures, if any: Front 3 Rear 3 y Depths Height 3 c; Number of Stories '2 Dimensions of same structure with alterations or additions: Front `t Rear Depth pn-,1 3�' 4�x-t-rk Height Number of Stories- 8. Di ensions entire w construe ' n: Front ar Depth He ht Num of ories a - 9. Size of lot: Front 5 G Rear J Depth > 10. Date of Purchase 1 CI I)1 Name of Former Owner 11. Zone or use district in which premises are situated U 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy_ 13. Will lot be re-graded? YES NO_A_Will excess fill be removed from premises? YES NO 14. Names of Owner of premises —Address Phone No. Name of Architect ' 1 i AAaA,: Address 146 �eyK, w t.� Phone No =1-3:•4–c5c-'Lc t 3i 3 Name of Contractor - Pi'nn , . Addresy' n Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO--X– • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. "'K .' 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. .E STATE OF NEW YORK) SS: COUNTY OF ) �exyu L �] �,� t/O�L� being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the c/l,&;q � (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of_ 20 0 � J Notaryublic Wignature of Applicant LINDA J. vt'r.'i Notary Public,State of New York No.44.142563 SuSfe,k M my Tc7l. Eos, .'TS.ti.�C%LR SENT BY: PRECEPT; 631 734 6272; APR-25-03 3:01P11; PAGE 313 nrouct- rawiKuN rtmnia rax:ooi444uSou HVr 25 2WS 15:55 V.U2 New York State Deperbnw of EnvionrtWMW ConservatUM Budd)ne 40 .gUMV. Stony Brook, Naw York 11790_2366 Telephone (6 16) 4440366 Pwsknge (516) 444.0979 Mr. Frank Scavohe 1615 Fleetwood. Road MICA" D. 2aipea Cutchogue, NY 11935 cmryrp4wim r Date: April 26, 1966 Re: 1-4738-01263/00002 Scavone Property SCTM 1000-13704-35 Dear Mr. Scavone: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: the Property landward Of the topographic crest of the bank as shown revised the survey Pre-Pared by Paul T. Canali20 dated June 21, 1995 and Tidal April 13, 3996 is beyond the jurisdiction of Article 25 Tidal wetlands. Therefore, in accordance with tho current Tidal Wetlands Land Use Regulations (6MYCRR part 661) no permit isre Wetlands Act. Please be advised, howevequired under the Tidal r, that no construction, sedimentation, or dictur.ance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, necessary a permit' It is your responsibility to ensure that all Other alt ationuoroddisturrbancceeto thn to a revent any sedimentation or within Tidal Wetlands jurisdiction ground mayfresult fvegetation Areaebetweenctheretidali vstla d include maintaining adequate Work project (i.e. a 151 to 20 ' wide a nstru tion areajJurisdictionaln or erectiand ngua temporary fence, barrier, or hay bale berm, please be further advised that this letter does not relieve you of the responsibility, of obtaining any neoeeaa from other agencies. permits or approvals Very /i,, ' Deputy Regional Permit Administrator cc: amp File TOWN OF SOUTHOD PROPERTY RECORD CARD OWNER STREET �• �5 VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. y< alc S. - W .. TYPE OF BUILDING RES. o�w SEAS. VL.��a FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS r _ U O JrC O C1 s `� i' / 'A/ iS , � L-- � : ., J'r6 < 01S—L 1 05a— K4v31 405vv � �of WV �I _ n ��Ob_• ca �S % io-_o % ra i ✓�G t y 1 v �2rc� p7 p/ _ �_ ._ �p�4MS , ') o Ssyo o do 3 vs i 10 &P#'a�llJ' Sheol � Cv AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Velue Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD J-6 Meadowland DEPTH(:2&0,_,,, ,,, 06 ,: ,,,� / r o0 House�Pl� BULKHEAD Total I DOCK COLOR TRIM I 1 L1 1 I _I. 1 _ I � I I i I i I I I i I I a � I a I I M: - Extension -- - it ti. -- i I Exte sion _ a/5 0 5 Extension / a y Foundation Bath �n !Din ette i Parch _ � � � �� !Basement �, 1 AKIFloors �'�''� ' K. P P ( ,r�< '16 IExt. Walls I � Interior Finish I - I LR. Breezeway � �� /'S� Fire Place i Heot - '_ IDR. Garage - r. �� ��®aType Roof Rooms 1st Floor BR. — -- - f a - - - - - Patio Recreation Room Rooms 2nd Floor FIN B O. B. / oe.1 _ Dormer ! -- - Driveway - — - Totalzg — - RICHARD TOKARSKI ARCHITECT, LLC I b `CCUs November 4, 2003 Damon Rallis Building Inspector Town of Southold Cutchogue, NY 11935 Re: Scavone Addition 1615 Fleetwood Drive Cutchogue, N.Y. Dear Mr. Rallis, The egress requirements of the N.Y. State Building Cade has been met with required egress windows and doors as per the model numbers indicated on the architectural dawings. Please note that if the Homeowner decides to go with Anderson StorrrWatch double hung windows in the bedroomsin lieu of plywood storm panels,the size will need to be increased from TW3046 to TW30}10 minimum. Sincerely, �I Richard P. Tokarski Jr., AIA Architect cc: Frank Scavone, homeowner 46 PRINCETON AVENUE BRICK, NEW JERSEY 08724 RKTEXURE@comcast.net P 732.840.1313 F 732.840.1314 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ].d Data filename:P:\PROJECTS 2000\2004\cnegycalcs.rck PROJECT TITLE: Scavone Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/04/03 DATE OF PLANS:March 31,2003 DESIGNER/CONTRACTOR: Richard Toakarski Architect COMPLIANCE:Passes Maximum UA=691 Your Home UA=623 9.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 420 30.0 0.0 14 Ceiling 2:Flat Ceiling or Scissor Truss 712 30.0 0.0 25 Ceiling 3: Cathedral Ceiling(no attic) 208 30.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 426 13.0 0.0 31 c54 bow:Wood Frame:Double Pane with Low-E 24 0.340 8 fcd38: Wood Frame:Double Pane with Low-E 12 0.300 4 fcd38:Wood Frame:Double Pane with Low-E 12 0.300 4 Wall 2:Wood Frame, 16"o.c. 1402 13.0 0.0 90 fcd38: Wood Frame:Double Pane with Low-E 14 0.350 5 tw21046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw21046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3846:Wood Frame:Double Pane with Low-E 18 0.350 6 ar21:Wood Frame:Double Pane with Low-E 3 0.340 1 ar251:Wood Frame:Double Pane with Low-E 3 0.340 1 ar21: Wood Frame:Double Pane with Low-E 2 0.340 1 c 14:Wood Frame:Double Pane with Low-E 6 0.340 2 c14:Wood Frame:Double Pane with I.ow-E 6 0.340 2 c14:Wood Frame:Double Pane with Low-E 6 0.340 2 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 tw26310: Wood Frame:Double Pane with Low-E 10 0.350 4 ar251:Wood Frame:Double Pane with Low-E 3 0.340 1 ar251:Wood Frame:Double Pane with Low-E 3 0.340 1 ar31:Wood Frame:Double Pane with Low-E 4 0.340 1 ar31:Wood Frame:Double Pane with Low-E 4 0.340 1 cwl4:Wood Frame:Double Pane with Low-E 8 0.340 3 cwl4:Wood Frame:Double Pane with Low-E 8 0.340 3 cxwl4:Wood Frame:Double Pane with Low-E 12 0.340 4 cxwl4:Wood Frame:Double Pane with I.ow-E 12 0.340 4 tw26310: Wood Frame:Double Pane with Low-E 10 0.350 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 aw251:Wood Frame:Double Pane with Low-E 6 0.340 2 aw251: Wood Framc:Double Pane with Low-E 6 0.340 2 aw251: Wood Frame:Double Pane with Low-E 6 0.340 2 affw601:Wood Frame:Double Pane with Low-E 14 0.340 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 cwxl4: Wood Frame:Double Pane with Low-E 12 0.340 4 cwxl4: Wood Frame:Double Pane with Low-E 12 0.340 4 cwx14:Wood Frame:Double Pane with Low-E 12 0.340 4 cwxl4: Wood Frame:Double Pane with Low-E 12 0.340 4 tw26310: Wood Frame:Double Pane with Low-E 10 0.350 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 Wall 3: Wood Frame, 16" o.c. 1639 13.0 0.0 119 tw21046: Wood Frame:Double Pane with Low-E 14 0.350 5 tw21046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3846:Wood Frame:Double Pane with Low-E 18 0.350 6 fcd38:Wood Frame:Double Pane with Low-E 12 0.340 4 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 a21: Wood Frame:Double Pane with Low-E 2 0.340 1 a21: Wood Frame:Double Pane with Low-E 2 0.340 1 tw3046: Wood Frame:Double Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 a21:Wood Frame:Double Pane with Low-E 2 0.340 I a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Framc:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 Door 2: Glass 20 0.390 8 Wall 4:Wood Frame, 16" o.c. 113 13.0 0.0 8 ar21:Wood Frame:Double Pane with Low-E 2 0.400 1 ar21:Wood Frame:Double Pane with Low-E 2 0.400 1 c14:Wood Frame:Double Pane with Low-E 8 0.400 3 c14: Wood Frame:Double Pane with Low-E 8 0.400 3 Wall 5: Wood Frame, 16"o.c. 31 13.0 0.0 3 Wall 6:Wood Frame, 16"o.c. 29 13.0 0.0 2 Wall 7:Wood Frame, 16"o.c. 10 13.0 0.0 1 Wall 8:Wood Frame, 16"o.c. 21 13.0 0.0 2 Cupala Wall:Wood Frame, 16"o.c. 10 13.0 0.0 0 Window 66:Wood Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 1:Wood Frame:Double Pane with Low-E 2 0.380 1 Cupala Wall copy 1:Wood Frame, 16"o.c. 10 13.0 0.0 0 Window 66 copy 6: Wo od Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 5:Wood Frame:Double Pane with Low-E 2 0.380 1 Cupala Wall copy 2:Wood Frame, 16"o,.c. 10 13.0 0.0 0 Window 66 copy 5: Wood Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 3:Wood Frame:Double Pane with Low-E 2 0.380 1 Cupala Wall copy 2:Wood Frame, 16"o.c. 10 13.0 0.0 0 Window 66 copy 4:Wood Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 2: Wood Frame:Double Pane with Low-E 2 0.380 1 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 767 30.0 0.0 25 Crawl 1:Masonry Block with Empty Cells 767 10.0 0.0 82 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 3.0' Air Conditioner 1: Electric Central Air, 12 SEER Furnace 1:Forced Hot Air, 86 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in co lian��wi�tjhis Co e. Builder/Designer— ==F ^'� Date J Z�� REScheck inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release I DATE: 11/04/03 PROJECT TITLE: Scavone Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: _ [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: _ [ ] 3. Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: _ Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 2. Wall 2:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: _ [ ] 3. Wall 3: Wood Frame, 16" o.c,R-13.0 cavity insulation Comments: _ [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 5. Wall 5: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 6. Wall 6:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 7. Wall 7: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 8. Wall 8:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 9. Cupala Wall:Wood Frame, 16"o.c,R-13.0 cavity insulation Comments: _ [ ] 10. Cupala Wall copy 1: Wood Frame, 16"o.c,R-13.0 cavity insulation Comments: _ [ ] 11. Cupala Wall copy 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ [ ] 12. Cupala Wall copy 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ Windows: [ ] 1. c54 bow: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 2. fcd38: Wood Frame:Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. fed38:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 4. fcd38: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: ' #Panes_Frame Type_ Thermal Break?[ ] Yes [ ]No Comments: _ [ ] 5. tw21046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 6. tw21046: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 7. tw3846: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type. Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 8. ar21: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ [ ] 9. ar251:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 10. ar21: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ [ ] 11. cl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. c14: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 13. c14:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ [ ] 14. tw26310:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 15. tw26310: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 16. ar251: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 17. ar251: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 18. ar31:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type _Thermal Break? [ ]Yes [ ]No 'Comments: _ [ ] 19. ar31:Wood Frame:Double Pane with Low-E,U-factor: 0.340 ' For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 20. cw14: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 21. cwl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 22. cxwl4: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type. Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 23. cxwl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 24. tw26310:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: _ [ ] 25. tw26310: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 26. aw251: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 27. aw251: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 28. aw251: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ J No Comments: _ [ ] 29. affw601:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes( ]No Comments: _ [ ] 30. tw3046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 31. tw3046: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ )Yes[ ]No Comments: _ ( ] 32. cwxl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 33. cwx14: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe featur es: #Panes_Frame Type_ Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 34. cwxl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type_ Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 35. cwxl4:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type, Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 36. tw26310:Wood Framerpouble Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 37. tw26310: Wood FramecDouble Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 38. tw21046:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 39. tw21046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 40. tw3846:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 41. fcd38:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 42. a21:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 43. a21: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 44. a21:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 45. tw3046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 46. tw3046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 47. a21:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type, Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 48. a21: Wood Frame:Double Pane with Low-E,U-factor: 0.340 'For windows without labeled U-factors,describe features: #Panes_Frame Type. Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 49. tw3046: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 50. tw3046:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 51. aw251: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 52. aw251:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 53. aw251:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 54. a21: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 55. tw26310: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ [ ] 56. tw26310:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 57. a21: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 58. a21: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ] No Comments: _ [ ] 59. a21:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 60. a21:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ [ ] 61. a21:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 62. ar21:Wood Frame:Double Pane with Low-E,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: _ ( ] 63. 'ar21:Wood Frame:Double Pane with Low-E,U-factor: 0.400 For windows without labeled U-factors,describe features: ' #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 64. c 14:Wood Frame:Double Pane with Low-E,U-factor: 0.400 For windows without labeled U-factors,describe features: #Panes_Frame Type. Thermal Break? [ ]Yes [ ]No Comments: _ [ ] 65. c14: Wood Frame:Doublc Pane with Low-E,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes_ Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 66. Window 66:Wood Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 67. Window 66 copy 1:Wood Frame:Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 68. Window 66 copy 6:Wood Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 69. Window 66 copy 5: Wood Frame:Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 1 70. Window 66 copy 5: Wood Frame:Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: _ [ ] 71. Window 66 copy 3:Wood Frame:Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: _ [ ] 72. Window 66 copy 4: Wood Frame:Double Pane with Low-E,U-factor:0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type. Thermal Break?[ ]Yes [ ]No Comments: _ [ ) 73. Window 66 copy 2:Wood Frame:Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: _ Doors: [ ] 1. Door 2:Glass,U-factor: 0.390 Comments: _ Floors: [ ] 1. Floor 2:All-Wood Joist/Trss:Over Unconditioned Space,R-30.0 cavity insulation Comments: _ Crawl Space Walls: [ ] 1. Crawl 1:Masonry Block with Empty Cells,4.0'ht/3.0'bg/3.0'insul, R-10.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: [ ] 1. •Air Conditioner 1: Electric Central Air, 12 SEER or higher Make and Model Number [ ] 2. Furnace 1: Forced Hot Air,86 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ( ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing'U-factors,and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] ' All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) NOV 04 2003 12: 03PM R. TOKFlRSKI FlRCHITECT 17328401314 p, 2 RICHARD TOKARSKI ARCHITECT, LLC November 4, 2003 -L t' �f . I11 Damon Rallis Building Inspector ? , Town of Southold Cutchogue, NY 11935 Re: Sc9VGne Addition 1615 Fleetwood Drive Cutchogue, N,Y. Dear Mr. Rallis, The egress requirements of the N.Y. State Building Code has been met with required egress windows and doors as per the model numbers Indicated on the architectural &swings. Please note that If the Homeowner decides to go with Anderson StornWatch double hung windows In the bedrooms in lieu of plywood store; panels,the size will need to be increased from TW3046 to TW30110 minimum. Sincerely, .' Rlchard',*,okarskl Jr,, AIA AcchlWce cc: Frank Scavone, homeowner 46 PRINCETON AVENUE BRICK, NEW JERSEY 08724 RKTEXURE@comcast,net P 732.940.1313 P 732.640.1314 'I Q 4 a I b � 1F WM FDD G•AW4E NIGH SIDE OF PBEMMi-M 7 VTR Y VfR l` T Y[R 6 1 UPIe r I 7—r-- a0i 1 -r , ----------� T 1 - , , m Y .' , 1112__ al ` i i— ; 1�•t 1 i Q 1C 1 , 12' `i i2• 21 i IU2•i :1 V7. 2'i Iivr O 9 O ( 1 1 1 1 > .. i II i 1 i 6 \ iL AV 1L _ i SilGl[R RL. `� � SIL. i 0 r L _ a m H \ I U2' 1 VY I If2' J � fii wLi 3• 3. d o 0 0 VT J •• 4 V2' 121 3' y 1 31 U) 1 I.AV LA I I.Ay 1 uj y 91:M� �- 14Q" _ LJ - - - _ _ ___ 3. LD. Q IL 4'Lo liyv L 5157B4 Y Z NUS m Plumbin Riser Pia ram =g � E N p�O=X o Q=zga �i I Q v Z 0 Qo / -A z LIGHT AND VENTILATION CALCULATIONS j ROOM NAME ROOM AREA (50. FT) VENTILATION LIGHT WINDOW TYPES Q o PROP05ED REQUIRED PROP05ED REQUIRED N Q tl1 GARAGE 389.4 sF 6.0 sf 1551 sF 234 sf 31.52 sF AA251 x 6 0 F O BATHROOM (DOWNSTAIRS) 53.1 sF O sF 2.124 sf 1.2 sF ------ AFFW601 x 6 �0 MAID'S BEDROOM '16.7 sF 11.46 sF 3.01 sf 2062 sf 6.14 sf TW3046 x 2 (E6RE55) Uj J r FAMILY ROOM 428.1 sf 4 sf 8.5 sf A21 x 5 15.16 sF 21.68 sf T1126510 x 4 0 33.60 sf 38 sf _ 00 GWXI4 x4 0 sF 9.9 sf AFFW12006 x I b TOTAL: 53.36 sf 11.15 sF TOTAL: 84.08 sf 34.30 sf a p p p STORAGE 402.3 sf 6.0 sf 23.4 sf 654 BOW x I 21.56 sf 38.56 sf TN21046 x 4 14.16 sl' 25.94 sP TW3846 x 2 0 sF 1.2 sF F6038 x 2 U TOTAL: 41.1 sF WA TOTAL: > 95.1 sF N/A J BATHROOM (UPSTAIRS) 56.6 sF 2.4 sf 2.26 sf 5.1 sF 4.52 sf A21 x 3 KIDS BEDROOM 1 121.1 sF 11.46 sf 4.85 sF 20.62 sF 9.69 sF TW3046 x 2 (EGRESS) U KIDS BATHROOM 11.8 sf 0.8 sF r E.F. 2.81 sF Ll sf ------ A21 x L1J KIDS BATHROOM 2 18.4 sF 0.8 sF + E.F. 13.14 sf 1.1 sF ------ A21 x �- KIDS BEDROOM 2 IIl.B sF 11,46 sF 4.12 sf 20.62 sf 9,43 sf TW3046 x 2 (E61RE55) =o UN a' w NOTE: ALL BATHROOM EXHAUST FANS TO COMPLY WITH SECTION 1004.2 VENTILATING SYSTEMS Q ? E.F. = MECHANICAL EXHAUST FAN Z (n u U -_ - m Ozr s < 1 C, i2 ocor,� I' ¢U � Z _U M= n SFAF � �d'L7 -__ROBERT O'BRIEN P.E. CONSULTING ENGINEERING SERVICES 2074 MAIN ROAD, P.O. BOX 456, LAUREL, NY 11948 631-298-5252 ' 302004 September 27, 2004 Town of Southold Building Department Southold, New York Building Permit No. 29854Z Scavone Residence 1615 Fleetwood Road Cutchogue, New York 11935 Revised Column Plate Details Gentlemen: Please find the revised Microllam to wall stud steel plate stiffener connection de- tails. This applies to the four main arch roof rafter supports. Locations are as shown on page 2 of SK-2004-15. The revision was needed to meet the as-built conditions of the garage loft framing. (Ref.: outstanding work item #4, Building Department remarks dated 7/13/04, Inspector Gary Fish.) The plates have been installed in conformance with the drawings and Building Code of New York State (see photos attached). Very truly yours, hPtE OF NBWY 0 RZ F. O• � �2 n `y =W1' Robert O'Brien P. E. �0 0521,% �0 r �QFEsslot"k 3M1 kd ,i Y i4 'igloo. 'I Elf 11II/eti I�.�� ��r air '+U-11 j r" ` a q R T � i OF NE,Iy t� ro F. � � Z Coc /"/ - s3lf �• .� � my 4w �'�' S •� �� /1' J �� 052'1 ! r SION��' T`�/f/li qq.BF.s7 O'i� �+f' �f,✓v Gv�60 l.�J Bi1"Ci,Ef - R4bIlLO Co.CteM.v__..OBTML --_ROE3ERT O'6PIEN P.E. ��(/�S/r//✓ /f /N CONSULTING EN pINEEFINp SEF VICES o, M ern Foad. Lael. N.Y 11S4 c�o,a ur/ — ow sCALE i DRAWING No ..... DAI c3 M �'-Z®O 4-A / -1 .2 �-- NOTE: SUPPLY GOUPOLA WINDONS W/ 1 A2 r A5 IMPACT RE515TAN1- RRRCAIE GLAZING A6 21'-4° 9' 112" 42.. 5TANDING 5EAM COPPER 2'-0' 3'-1" _ 2' ROOF TYP., 8.5. I \ U I -� \ g Co F0038 r. t T 046 TNC384b TW21 'ops y { (2)2x8's (2) x8's 2x8's III —i (2) X8'5 (2)2 c8's (2)2x8' �` 5T . -- Ii W i I X n III 2/8x6,'8 �- t -D0 It 2" pl It �x +'Y O iil II ry ry 0E) EER RAILING _ u u n u u o II n i A — A � < � u � K iii ® nit 11 v n O ii 3 I/2"x9 I/4" PSL _ cl I A 5'-2" i FURN- �l ABOVE li o it x --- I" v ii�13/ "xll 1i�- PSL n 3/4"x11 d4' PSL , - -- -- 2/8x6/8 x ti) (2)2�� DN. m OD) -5. uTOH E 1 " I i K 3_ a r '/2"x9 1/4" P5L ° 1 It — u_ r it L w j Inry / I ° a mil u DN Q �I r u u� w l � x � ® u o m \ ILLu XI S ` O Sc.}t4o.6i.� i?.l.Si4PAIIICi._._ __-- v S w u v V /Qsv[dLd wCr�iel.at .OR>if/4 C A I � L ry (2)2 (2)2X 'S (2J2xb'S �iPOB ERT O'BPIEN P.E. CON77,70 ENOINEER4NO SERVICES C T ri:6 FCD3b �TW210 _ M. 11 Aoad. Laurel I' 119x8 TW3846 B / F t wo CONTINUOUS 3}"x5 P5L POST TO -I,_2" - \ — o..E opSK -�ma4. ALI FOIPti 7A"nm �._ ? 0Z%€ I Damon Rallis Town of Southold Building Department Town Hall Southold, NY 1 1971 46 Princeton Avenue Re: 1615 Fleetwood Road, Cutchogue (Building Permit Number 29854Z) Brick, New Jersey 08724 T: 732.840.1313 F: 732.840.1314 July 26, 2004 rktexure@comcast.net www.rktexure.com Dear Mr. Rallis, I have reviewed the building improvements located at 1615 Fleetwood Road, Cutchogue (Building Permit Number 29854Z) for 1) completion of outstanding items 1-5 on the Building Inspection Certificate dated 7/13/04 (attached hereto). I. Comment: Firestop stairs and platform to second floor Response: Completed 2. Comment: Firestop concealed space @ I Ofeet (open areas were garage and maids room Response: Completed 3. Comment: Firestop existing from new house Response: Completed 5. Comment: Install a three beam hanger under the stair platform Response: Completed RICHARD TOKARSKI ARCHITECT, LLC In addition, insulation all has been satisfactorily complete, in accordance with the approved building plans. R19 has been substituted for R21 for the crawlspace. Sincerely, I Richarci P. Tokarski, AIA Architect RICHARD TOKARSKI ARCHITECT, LLC NOV 04 2003 12: 03PM R. TOKnRSKI ARCHITECT 17328401314 P• 2 RICHARD TOKARSKI ARCHITECT, LLC November 4, 2003 Damon Rallis Building Inspector , ro Town of Southold Cutchogue, NY 11935 Re: Scavone Addition 1615 Fleetwood Drive Cutchogue, N,Y. Dear Mr. Rallis, The egress requirements of the N.Y. State Building Code has been met with required egress windows and doors as per the model numbers Indicated on the architectural &awings. Please note that If the Homeowner decides to go with Anderson StornWatch double hung windows In the bedrooms in lieu of plywood storm panels,the size will need to be increased from TW3046 to TW3N 10 minimum. Sincerely, J , r � AIcllact+ ;: okarskl Jr., AIA Acrh% cc cc: Frank Scavone, homeowner 46 PRINCETON AVENUE BRICK, NEW JERSEY 08724 RKTEXURE@comcuunot P 732.840.1313 IF 732.640.1314 Q a b DMM P0OF V AWC WA Y vra SIDE OF PBE MTMTYP. 1 T7 V1R 7 Y1R T 6 m e _�• -- � ri I O Q r O T-1--------rum r rr/ � 7 `i i7' Di Iln'i OR 1Y ilVY 7i iI4r p � m ' I I 1 t 1 >45 E L- 9 O LAYi I ' J1 .2 IL of t SHDM NL. 5HCPU TiCLI i L - - �• i v7 - - — - - in, L) 3• 8 d F 3' 3. 4 0 0 0 r' V7 uoJ I `LAY GD.i LAV U t LU 0 M. 1 In' 1 V7 �—m D. _ - - - _ _ _ _ _— / QLD c Y 4'b f84 h8i1L STSIBI IL M W'j PlumbingLJ Ri5or Diagram m IOZ9 s o x.rs. �a ti cl ..� r•`� oc: 1O Q~–� 0 2zgcr Vag_ r_ oC:g d. NOV 04 2003 12: 03PM R:. TOKRRSKI ARCHITECT 17329401314 P. 3 Permit Number REScheck Compliance Certificate CheckedBy/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release ld Data filename:P:\PROJECTS 2000\20041enegyealca.rck PROJBCT TITLE:Scavone Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/04/03 DATE OF PLANS:March 31,2003 DESIONER/CONTRACTOR: Richard Tookerski Architect COMPLIANCE:Parsee Maximum UA-691 Your Home UA=623 9,8%Better Than Code(UA) Gross Glazing Area or Cavity Cont, or Door Perimeter PL-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no Attie) 420 30.0 0.0 14712 30.0 0.0 25 Ceiling 2:Flat Ceiling or Scissor Truse 208 30.0 0.0 7 Ceding 3:Cathedral Ceiling(no attic) 426 13.0 0.0 31 Wall l:Wood Frame, 16"O.C. 24 0.340 8 c54 bow:Wood Frame:Double Pane with Low-E 12 0.300 4 fcd3g:Wood FrameMouble Pane with Low-E 12 0.300 4 fcd38:Wood Framic0ouble Pane with Low-E 1402 13.0 0.0 90 Wall 2:Wood Frame, 16'O.C. l4 0,350 5 fed38:Wood FrameMouble Pane with Low-E i4 0,350 S tw21046:Wood Frame:Double Pan with Low-E 14 0.350 5 tw21046:Wood Frame:Double Pane with Low-E 18 0.350 6 tw3846:Wood FrameMouble Pane with Low-E 3 0.340 1 ar21: Wood FrameMouble Pane with Low-E 3 0.340 1 051:Wood Frame:Double Pane with Low-E 2 0,340 1 ar21:Wood Frame:Double Pane with Low-E 6 0.340 2 c14:Wood FromMouble Pane with Low-E 6 0.340 2 c14:Wood FrameMouble Pane with Low-E 6 0.340 2 04:Wood Frame:Double Pane with LOW-E 10 0.350 4 tw26310:Wood Fraine:Double Pane with Low-E 10 0.350 4 tw26310:Wood FrameMouble Pane with Low-E 3 0.340 1 sr251:Wood Frame:Double Pane with Low-E 3 0.340 1 ar'251:Wood Frame:Double Pane with Low-E MOV 04 2003 12: 03PM R. TOKnRSKI nRCHITECT 17328401314 P. 4 u3 1:Wood Frame:Double Pane with Low-E 4 0.340 1 &r3 1:Wood Frame:Double Pane with Low-E 4 0.340 1 cwl4:Wood Frame:Double Pane with Low-E 8 0.340 3 owl4: Wood Frame:Double Pane with Low-E 8 0,340 3 cxwl4: Wood Freme:Double Pane with Low-E 12 0.340 4 cxwl4:Wood Frame:Double Pane with Low-E 12 0.340 4 tw26310:Wood Frame:Double Pane with LOW-E 10 0.350 4 tw26310: Wood Frame:Double Pane with Low-E 10 0,350 4 aw251:Wood Frame;Double Pane with Low-E 6 0.340 2 aw251:Wood Frame:Double Pane with Low-E 6 0,340 2 aw251:Wood Frame:Double Pane with Low-E 6 0,340 2 affw601: Wood Frame:Double Pane with Low-E 14 0,340 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Doublc Pane with Low-E 14 0,350 5 cwxl4:Wood Franw:Double Pane with Low-E 12 0.340 4 cwxl4; Wood Frame:Double Pane with Low-E 12 0.340 4 cwxl4: Wood Frame:Double Pane with Low-E 12 0.340 4 cwxl4: Wood FrameMouble Pane with Low-E 12 0,340 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 Wall 3:Wood Frame, 16"o.c. 1639 13.0 0,0 119 tw21046:Wood Frame:Doublo Pane with Low-E 14 0,350 5 tw21046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3846:Wood Frattu:Double Pane with Low-E 18 0.350 6 U38:Wood Frarrre:Double Pane with Low-E 12 0.340 4 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 W3046:Wood Frame:Double Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Fra%ne:Double Pone with Low-E 2 0.340 1 tw3046;Wool Frame:Doublc Pane with Low-E 14 0.350 5 tw3046:Wood Frame:Double Pane with Low-E 14 0.350 5 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 aw251:Wood Frame:Double Pane with Low-E 5 0.340 2 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 tw26310: Wood Frame:Double Pane with Low-B 10 0.350 4 tw26310:Wood Frame:Double Pane with Low-E 10 0.350 4 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame;Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with.Law-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 a21:Wood Frame:Double Pane with Low-E 2 0.340 1 Door 2:Glass 20 0.390 8 Wall 4:Wood Frame, 16"o.c. 113 13.0 0.0 8 ar21: Wood Frame:Double Pane with Low-E 2 0.400 1 ar21; Wood Frame;Double Pane with Low-E 2 0.400 1 014:Wood Frame:Doubte Pane with Law-E 9 0.400 3 cl4:Wood Frame:Double Pane with Low-E 8 0.400 3 Wall 5:Wood Frame, 16"o.c. 31 13,0 0.0 3 Wall 6:Wood Frame, 16"o.c. 29 13.0 0.0 2 Will 7:Wood Frame, 16"ox, 10 13.0 0.0 1 Well 9:Wood Frame, 16"o.c, 21 13,0 0.0 2 Cupale Wall:Wood Frame, 16"ox, 10 13.0 0.0 0 Window 66:Wood Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy l:Wood PrameDouble Pane with Low-E 2 0.380 1 Cupola Will copy 1:Wood Frame, 16"o.c. 10 13,0 0.0 0 Window 66 copy 6:Wo NOV 04 2003 12: 03PM R. TOKFRSKI nRCHITECT 17328401314 P. 5 ad Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 5:Wood Frame:Double Pane with Low-E 2 0.380 1 Cupala Wall copy 2:Wood Frame, 16"o,c. 10 13,0 0.0 0 Window 66 copy 5:Wood Frame:Double Pace with Low-E 2 0.380 1 Window 66 copy 3:Wood Frame:Double Pane with Low-E 2 0,380 1 Capala Wall copy 2: Wood Frame, 16"ox, to 13.0 0.0 0 Window 66 copy 4:Wood Frame:Double Pane with Low-E 2 0.380 1 Window 66 copy 2:Wood Frams:Double Pane with Low-E 2 0.380 1 Floor 2:ALI-Wood JoisVTruss:Over Unconditioned Space 767 30,0 0.0 25 Crawl 1: Masonry Black with Empty Cells 767 10.0 0.0 82 Wall height:4,0' Depth below grade: 3.0' Insulation depth:3.0' Air Conditioner 1:Electric Central Air, 12 SEER Furnace 1:Forced Hot Air, 86 AFUF, COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this pemrit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements, When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of him/her knowledge,belief,and professional judgment,such plans or specifications are in co with Co Builder/Designer Dara ,/ ZOO✓ STREET ADDRESS- 1615 FLEETWOOD ROAD � I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE foy SURVEY OF PROPERTY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES \ �b r,� and wX abide by the conditions set forth therein and on the �/ A T CUTCHOG UE permit to construct. TOWN OF SOUTHOLD FLEA,E 114107E SUFFOLK COUNTY, MY h ^ p! cant'.^ ^� ^°s; , ,, to 1000-137-04-35 It M; t:: �:� U ; u ;s em;�? s SCALE: 1'=30' p�Pl i iYi c"..deq its ?vI j '" c"!C�,'a JAN. 9. 2003 bc;-WOele i &H vvajej' xu iv AUG. 20 2003 ( revision J supiv hO sawage SEI �, 2�J3 (revision. new addition ; Cjlu�O: � E`rl tom$, OCT. 8, 2003 (revisions) ti yN k WILLIAM J. WALSH do MARY MARGARET WEBER 3ULK N�0/r �,r,R,,. W.II C.A,cj 1 y I _ 258.87' RET. WALL 0.3'5 'c U 4 X x-- N N85'57*200E os's our. m FLOATING oocK sn� � m /O. Q ' II.J o ip app DOCK ,NI 8 rroP e 9s� °i- e o i$ clad/lion s F e' STY. A' t Z 2 R ' R �r oanE"AY - a Tx F�HS2S r 2.4. ', g � � � i b � i /IM JS.G a t3.5'I I os H g S. •w, gzp SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ©I .es_I ao�L� _ mWOOD s,Evs I PERMIT FOR APPROVAL OF CONSTRUCTION FOR A rj as, Q � /ro SINGLE FAMILY RESIDENCE ONLY rEsr HOLE , .z a5' A °�l wv�e _ GAR. - - - - - -T- ow w+u -LLECT."L4* 2 DATE ,()-22-G3 HS REF.NO. R10 -C> <X)- Z Brown silty le �, aJ'N I. "�«' of 222.93' sad SIV `. z , . " -- w� $85'57 20 W eIJ" �� W APPROVED %l 0.4' �0 FOR MAXIMUM OF BE MS Pale brown "M N/O/F ROBERT GRISSEL EXPIRES THREE YEARS FROM DATE OF APPROVAL fine 7o b-4 mad,' n send oo NEW SANITARY SYSTEM sanitary system SP 1500 gak SEPTIC TANK apandonment of exist"th pteary tent. I LEAChWff,,JV0L rO'O /3'DEEP to be wdnessed by ROAD ILL OR REMOVE EXEXIS TM WA ISTING SE.EPTTO IC SYSTEM AREA=18,541 S.F. ZE�F NE F,'/IST OV TAN) IO'ERaW NEW ER�SEPM SY TO TIE LINE `'`�y,M r" .Mprj�\1� P Q Fo ., . RE LEC TRIC AS .REQUIRED * + .S. LIC. NO. 496 "8 ANY AL7ERA77ON OR ADDI7ION TO THIS SURREY IS A NOLA77ONC CJ P.C. OF SECTION 72090F THE NEW YOPK STATE EDUCAT70N LAW. (631) FAX (631) ?6~ ' ELEVATIONS REFERENCED TO N.G. V.D. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER7IFICARONS ! HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WgOSE 9GNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 STREET ADDRESS: 1615 FLEETWOOD ROAD N l am famlUar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE SURVEY OF PROPERTY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Tand will abide by the conditions set forfh therein and on fhe AT CUTCHOG UE permit to construct. TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y, 1000-137-04-35 SCALE: 1'=30' JAN. 9, 2003 AUG. 20 2003 ( revision J SEPT. 9, 2003 (revision. new addition J OCT. 8, 2003 (revisions) .Nay 6Zoo4C{onnct�-to� /oc a.{ionl ' m c J. WALSH & MARY MARGARET WEBER euLK ,� vT I N/O/F CAROLYN & WILLIAM WALL 0.6'S I lit i. WALL 11 258.8T — � y Q_ R FE a X N O N85-57'20"E OSS wooD CE aur °^ W �y $PIKE / v O FLOATING DOCK c.. Qi SHOWER tT1 I N �, 52.3' I m µ0000 DOG( RAM Z I - i4.F (n ' u 9.• m o oa a a1 p o n jJ cane. 2 s'TY, 3,5 V Fm Y a R. HSE. I y 0RI`/EWA e .V a , 2.4• o ml QASPHALT Q2.6 a ip.3 - F.F. E_. 21.7' n'il xl b � z N NI I ml 1M f W/M S�TOh>EMµL = .S ; w 13.5 I 1 v +Y ` U 33 9' I _ A N S.85'517.'20'W. . O ✓9,50 T GAsu.;,,o_y min oa'Ela T ro I - a 18.3' ( •' !g E 1d t �O �,..i amp µOpp STEPS q b CURB 0.5' l✓0µl( OO/20, AK V TEST HOLEFR• a ro EL 26.3' 21AK / MAPLE ro to — GAR. w�rWooW — Brown silly 16.3• WALL ELE UNE. ,oNt of 222.93' sand SM 2. 3s ✓4,1 aJ'N /cvvaox coc r N; �, t� K x CR TE WALL S85'S7'20"W ea' N6 NI0/F ROBERT GRISSEL Pale brown - to fine coed Off, NEW SANITARY SYSTEM cP 1500 gal. SEPTIC TANK F• I LEACHING POOL' r0:0.I3'DEEP EAST ROAD ILL OR REMOVE EXISTING SEPTIC SYSTEM _ AREA=18,541 S.F. / OVE EXISTING WATER CINE.TO E� AINTAIN /0' FROM NEW SEPTIC SYSTEM TO TRE LINE 2P & EP)AS. REOUIRED RELOCATE ELECTRIC AS ;REQUIRED F NEIyy IC. NO. 49618 ANY ALTERATION OR ADOIT70N TO THIS SURVEY IS A VIOLATION P CO OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (6 51) 5— X 765-1797 ELEVATIONS REFERENCED TO N.G. V.D. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERT7FICATIONS P.O. 0 9 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 EL R S 02-352 WHOSE SIGNATURE APPEARS HEREON. SOUTH SCON5 Ref n RIO-03 J07-l' O STREET ADDRESS: 1615 FLEETWOOD ROAD �S I am (amillar wilh the STANDARDS FOR APPROVAL /4 ANDCONS O LSSRUCTIOSTEMS F RSSNGLEFACES SEWA RESGE IDENCES SURVEY OF PROPERTYe� *Kp / and will abide by the conditions sel lorlh Ihereln and on the AT CUTCHOCTUE permit to construct. TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y, 1000-137-04-35 Sepf c Mea uremenfs SCALE. 1'=30' JAN. 9, 2003 A ' g' AUG. 20 2003 ( revision 1 SEPT. 9, 2003 (revision. new addition J s.r. 876' OCT. 8, 2003 (revisions) Hay 6, 2004 - c Mar. 2/ 200(0 (Seyf< Sysrem� ar MARY MARGARET WEBER = z & WILLIAM J. 'WALSH euLK.a i V1 N101F CAROLYN WALL 0.5S f v 258.87' RET. WALL 0.5S z I .. X X-� cS FE N85-57'200EE ss '* o our. X m m rLoanHc oocK "3 Woo0 CE ./ •� SHOVER RAMP SPIKE dw000 DOCK V1 42.3' �. I 4/.4' C 9.e 'moo it a y.e' 1.8' 2 ;STY. oI m a 2 1 f'1 yl " VEWAY a `_ .,A .+ FR. HSE C� p F f. EL. 21.7' z O O ASPHALT 0� 21.L u ro3'V 5 'nNi•1 9I 33.9' `.b o S.8539'50W. 1Oe4�S NES x// '' ?� o WOOD STEPS 1 e y - '/ R 0.5 QAK OAK TEST MOLE W �' epM— e1.WEO• \ \ , 1©/ AMPLE b i� a 26.3' �y3_ a` el 11Z 0.5' _ ` 'f/D-03-0072 Brown 541y raAR lex wrnoW a N T rELEAppcr.x °n°"I ✓ 222.93' 1 r , sand sM 2' 9s' coHcf'REr�E WALL S85 57'20OW ; °'''Y et c + •. .r, . 0 2 t x„4 Co j O 0.4' Pr. f rwGRISSEL N101F ROBER7 f Pae brown N to medmm sand OQ NEW SANITARY SYSTEM 1500 gal. SEPTIC TAW' SP I LEACHWG POOLf0V.13'DEEP R� f2L OR REMOVE EXISTING 'SEPTIC SYSTEM_ AREA-18,541 S.F. EAS ROAD MAWVE EXISTING WATAW 10'FROM NE SEPTIC SYSTEM TO 77E LINE ��Pc�OF1.M �' ero� (LP B EP)AS REOVIRED__ RELOCATE ELECTRIC AS REQUIRED !� 9 8 ANY AL7ERATI0N OR ADDIRON TO THIS SURVEY IS A WOLAAON CONICR Y �• gf18 OF SECTION 72090E 7HE NEW YORK STA7E EDUCATION LAW. (631) 765-5020 F 97 EXCEPT AS PER SECTION 7209-SUBDIWSION 2.1 ALL CERTIFICATIONS P.O. BOX 909 ELEVATIONS REFERENCED TO N.G. V.D. HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET 02-352 *HOSE SIGMA 7W APPEARS HEREON. SOUTHOLD, N. Y. 11971 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: jCL/_/03 APPLICANT: DATE SUBMITTED: 10 /x/03 SCTM#DISTRICT: 1,000, SECTION: BLOCK: _+_, LOT: 35- SUBDIVISION:__DE5C_ ADDRESS: ILLSfx CITY: ZONING DISTRICT: CONFORMING? 4+ BUILDING PERMITS OPEN/EXPIRED: PRE C R N �3-JJZ � BP 10 -Z/C/0 Z-%0\0:+ ,INFOyecx- P i_ -Z/C/0 Z- 10-6%1 , INFO AT4�.. BP c54(O -Z/C/0 Z-2g4&-t ,,-INFOpo,,� /BPcAqjjj -Z/C/0 Z- , INFO dpi sip SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100;24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: I'V503 REQ. LOT COV. sQOACT. LOT COV. 1q 1 REQ. FRONT aS PROP. FRONT 4W Q SIDE — ACT. SIDE REQ. REAR PROP. REAR REQ. HE GHT --V�_PROP. IfEIGHT3 PROJECT DESCRIPTION: t iJ iT10nlS� O�Amokr, ESTIMATED PROJECT COST: �'/2�� �'ARCHIT T/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT or NO, (BED #): DTE: to /2a 13 PERMIT#:bio .03-yo 71 TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 mor NO• ,S _/_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or CD-t-Iy o DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YESXG, DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: * nee�5Se c, jj -Q m� �/ FEE STRUCTURE: FOUNDATION: 5 -SF FIRST FLOOR: q 300 SF SECOND FLOOR: 9'3 SF OTHER: SF INIT OTHER TOTAL TOTAL: _SF FEE FEE FEE a o -- 1. -N 5 SF)- ( �J SF)=I5t 3 SF X$ .3 _$ ��� +$� +$ _$ 2. ( SF)- (_ SF)= SFX$ =$ --,-+$-+$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ _ $ 46 FINAL TOTAL: $ �,P7 NEW YORK STATE CODE COMPLIANCE CHECKLIST IMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snad� Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe / Frost Depth:36" ✓ Termite:M-H /Decay: S-M Design Temp: 11 l Ice Shield Underlay:YES Flood Hazards: �V o .✓ USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE RESCRIPTIV ±�So-!& FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N SIGN LOAD CALCULATION4N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENT NEGRESS 5.7 S.F.:Y/N LIGHT 8%CVN VENT 4%nVN NAILING/CONSTRUCTION SCHEDULT `/MEANS OF EGRESS: Y/N "PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMEN'15� TRUSS DESIGN: Y/N 1 CERTIFICATION: Y/N ENERGY CALCS: Y/N t TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/06/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 12 r Name: Scavone, Frank 1615 Fleetwood Rd. Cutchogue, NY 11935 Clerk ID: LINDAC Internal ID:83268 0171 APPROVED AS NOTED DATE: 1 6 B.P.B 2q?oYq FEE: 62' 40 BY� NOTI BUILDING DEPARTMENT AT 765.1802 $AM TO 4 P FOR THE FOLLOWING INSPECTIOW 1. FOUNDATION - TWO RE06MI� FOR POURED CONCRETE 1615 FLEETWOOD ROAD, CUTCHOGUE NEW YORK 11935 " x' RDuGN; pAuwa",!�` SCAVONE ADDITION 11AR9 H KI 1 HITECT, uc DISTRICT 1000, SECTION 137, BLOCK 4, LOT 35 sTsr, l�lar� qs/s �� r1 �He�r NF CQMPiETE fdR0 ' I u,L CdNS'YfiUCTdd�1 � Mw�T 'TNE +` �� I l 46 PRINCETON AVENUE BRICK, NEW JERSEY 08724 A � ER $ hone 732.840.1313 �, P " PROJECT INFORMATION LOADING �'�" � � � _° �� ' ' ;r � ^ - ;;I I M facsimile 732.840.1314 LY DWELLING s Email rl<texure@comcast.net A I SINGLE FAMILY v ROUP. AN USE G ` I , CONSTRUCTION CLASSIFICATION: 5B TM'' � I BUILDING CODE: DEAD LOAD � 7 TA lei s I U OWFUL NEW YORK STATE BUILDING CODE, LATEST EDITION + y t lN1TNC)UT, ERT IFICIITE ` a s ' ROOF: 18 PSF N _ SECTION RR301.2.1.1 DESIGN CRITERIA ATTIC FLOOR: S PSF . MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES FLOOR: 10 PSF2 ILL �kISTIN¢ A1Gb TO BQ" C1(V1P4^!1NJTH ALL COb�fi F', (ASCE-7.02) HARDWOOD FLOOR: 12 PSF ; ' IFI o w THIN SET TILE FLOOR: IS PSF REMOVED ANPAEBUJI T Q F 7 Z, MARY:M91 @QS T 1t � M ,YbIRK STATS &'TOiN�l00i `I 1 II W IE SCAVONE • 20 PSF U OWNER: FRANK AND JACK MUD SET TILE FLOOR. ,��,� 1516 FLEETWOOD ROAD 5 6E1 CUTCHOGUE, NEW YORK 119375 LIVE LOAD ! TQ�NNYSA 'W � s� , ,, ie I I I II �II T, , � r D l � y � u Z Z (631)734-2936 7 - r GrEsuE �� � I "� I p1OVbI P111RMNBI °, " � W � ., LIVING: 40 PSF AREA CALCULATION SLEEPING: 30 PSF P' � �` ' � ' `NrSI y�1 �, l Ai PLUMBING PLUMBING WASTE GROUNDSNOWLOAD: 30PSF BWATER LINES NEED EXISTING FIRST FLOOR 1568.0 S.F. aN ) TF I 7EsrwG BEFORE COVERING IF I, � ' t ANI Ct7M5TR 81#ALt EXISTING SECOND FLOOR 1250.5 S.F. Tqq ,,, } ;;, �n� tTH AFOU Nrs aF THE, WIND LOAD: (ASCE 7-02) , i.: I dA I 1t , al7 :I;, CCC1L1 _f1FNEW-YQHK'STAT� TOTAL EXISTING SQUARE FOOTAGE 2818.5 S.F. '1 R I k GPg5�IF1DTT,215TdP.Y: \ ', ti 'F, BASIC WIND SPEED: 120 MPH ' s „`1T9 S P47 ITIGNI 1�, i' I F I y s I RLEj RBRC TF IMPORTANCE FACTOR I: 1.0 " ae" 4 ' ADDITION - FIRST FLOOR 756.5 S.F. EXPOSURE CATEGORY: �I dt - I eL 2Ap " SR 1 1(3u1TJChN` '{" O ADDITION - SECOND FLOOR 1328.0 S.F. , . I (V L N7 AD fro LA1tBEFORE ADDITION - GARAGE 419.5 S.F. NORTH C - ',: 22 ,I 1G i GkRT��"IC�I�"k``t�FOOOGPANOY • Y SOUTH C Atlluatmenl Factor , f j�,r I e 1lrTy1 -"(i -, I''�" III ylr,_ .i' 7.,Ir TOTAL ADDITION SQUARE FOOTAGE 2504.0 S.F. WEST B roreBmm AaI ht ander haus 1 af` „Y 5� rE 1NW/1TER , Q a MO,ANNQT', 3 B EAST D RwamM Qe o y�Ii F �� lJ�QfR, 2RT 4{IMEL F'.7CCFb2/1D,Ot%ad1RD(', Z 16 1.00 127 1Ai CrN ,. I,, U TOTAL EXISTING SQUARE FOOTAGE 2818.5 S.F. DESIGN WIND PRESSURE: SEE TABLES 2B aR t veeIF R?IF Ea TOTAL ADDITION SQUARE FOOTAGE 2504.0 S.F. s 1.W 1.40IAI . ".', IRATIO 1.00 1.44 vee ' NAFtI Ci & NTIO J11 �ONNLgTIpNfi TOTAL SQUARE FOOTAGE 5322.5 S.F. EARTHQUAKE LOADS (ASCE 7-02) m u n0 ��}JI, p� 40 t.OB i.ae 17I pBaa l Y��T � MF1F+^�v-'v� �Tt*� II•'1 "•�F��!A�+i� w vtx vee LT9 ., , � I I I '2,� 'p� REIIJ ("� D m SECTION 9.1.2. ONE AND TWO FAMILY DWELLINGS ve vee a 0e , �v 1, r t 1 MEF2pPs K e0 122 1.e2 1.er v , �h! NyU D FOOTPRINT OF BUILDING 2744 S.F. WHERE Ss <0.4g ARE EXEMPT I � P e �A 0 SHADOW OF SECOND FLOOR DECK 150 S.F. Ss = 0.25g-,' '� voL 'I ' ° umt caaFer.70ar-1An=03048 m; 1.0 pd=0.W1c YMllm° : - ' u, ,i �jI , 1 a.r pl 4ciaar, a PROPOSED TOOL SHED 352 S.F. 61pro ¢ M rI ' k Is A ' A1tGti ' MAIN WIND FOR4 ,RESISTING SYSTEM -MEiDTHOD I„ „I ' -' I'' 1 q ,I - v w, 46 S.F. hi6o Fr. ` q. , r 7T, & E1,,. li' tI rF, :1 u. LOT COVERAGE 32 WALLSAND I00II ,,.:. 'G•. :;c gI�� y' .' vt -,�E1 ,.W". FI .5'I ., ,Ee V .I" '.i ^,,),,, 4 , ,+ ..r 'Ri 13 AOL h=50 ft. WITH 1=1.0) :;: ' lV : , , , .., - , y"Y I,., . : .'. kRk�' `t4 + r, IT I" '' 51MPLIFIEDIDE5,16N WIND PRE55URE, P$9D (Psi) (E)<POSURE :�.�.: t " 4 '''f � I t -I a%.,,- r, .I aASA ;�f,y1x ! .L9�1!l;� .� �' �!F ,''Ei,fB oCV'74n`I "77 _ :.' :�.w. t�RrC',' ;. :�, t �.,,I, ' I. :ar t., i, r Y 'i rl ? T'MII 0,[D 5• 1 22.8 -11.8 15.1 -7.0 ," I' r. , d - I, .u�, .r, T""+ r „j -27:4 -15.6 -19.1 -12.1co 38.4 70.E J:,i �, '.. , . 1 .�1 If „�J �, . - �,� ' ' i'1� ",�I „ i -�a�. o ,,,� . . I 1 - � 1' ;�F9'r'YY;7 d�_ ,,.; Y{rM to' 7 25.8 -10.7 17.7 $.2 r 7.4 -16.8 x,19.1 13.7 �8. . 30. -3 ,,.,;, . ' .. i.,;. ; . a ,'i ,:,I, ,I:I L. 6 . 7, L,, III , .i't li- I, ILIO,,,:l,�',' , :. 4;.'., r I, .a. .L..,. � .,.;, r V 16' 1 28.7 -9.6 19.1 -5.4 -27.4, -17.9 -19.1 6.4 .-30.1 " r,; - 120 20' 1 31.8 40.3 27.1 -0.8 -27.4 -18.1 -19.1 •i'4.fi -38A 40.1 ( ^ 25' 1 28.11 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 Site Plan z -4.8 •9.4 -1.3 -6.D - - I N q E "NDERWAITERS CERTIFICATE ZONING SCHEDULE 30 to 46 1 25.7 17.8 20.4 14.0 2.0 .7.7 0.7 -13.4 -9.0 -10.3 I'=3a' REQUIRED DO NOT PROCEED WITH 2 25.7 17.8 20.4 14.9 9.9 •7.7 6.8 -5.6 -9.0 -10.3 FRAMING UNTIL SURVEY ZONING: R-40 RESIDENTIAL LOW DENSITY DISTRICT PIs11REs-2(coNTINew ABOB1-02 r-1 TITLESIATIOYMBOLSAND OHASBEATIONLOVED.ON ABBREVIATIONS a SITE PLAN HAS BEEN APPROVED. STANDARD LIMITS PROP05ED CONDITIONS GOMPLIANGENARIANGE STATUS A-O GENERAL NOTES a SPECIFICATIONS SITE PLAN BASED ON SURVEY BY: MIN. LOT AREA 40,000 S.F. 18, 541 S.F. EXISTING NON-CONFORMING r� MIN. LOT WIDTH 150' 75' EXI5TIN6 NON-GONFORMIN6 PEGONIG SURVEYORS, INC A-I FOUNDATION PLAN < DETAILS OwwNrtENyiVDZ� MIN. LOT DEPTH 175' 256' COMPLIANCE P.O. BOX 409 A-2 FLOOR PLANS COMPLY WITH CHAPTER 'i MAX. BUILDING HE16HT FEET 35' 24'-6e GOMPLIANGE 1230 TRAVLER 5TREET FLOOb DAMAGE PREVENTION FRONT 5ETBAGK 50' 81.5' COMPLIANCE SOUTHOLD, N.Y. 11971 Ali ROOF PLAN 4 BUILDING SECTION SOUTHOLD TOWN CODE. 510E 5ET13AGK 15 EX15TINS 10.7', PROP05ED 10.01' EXISTING NON-GONFORMIN6 JOHN T. METZGER SIDE SETBACK COMBO 35' EXISTING 28.9' / COMBO 38.911 COMPLIANCE A-4 ELEVATIONS REAR 5ETBAGK 50' 47' @ REAR DECK, 64.16' FROM HOUSE EXI5TIN6 NON-GONFORMIN6 N.Y.S. LIG. N0. 49618 Title Sheet, MAX. LOT COVERAGE BY BUILDING 2030 3246 S.F. = 17.SSK GOMPLIAN4E DATED JAN 9, 2003 A-5 WALL SECTIONS Abbreviations MEMORIES A-6 BUILDIN6 5ECTION5 Site Information LOT COVERAGE: 18,541 S.F. x 20% ALLOWABLE= 3708.2 S.F. 3246 PROVIDED < 3108.2 S.F. ALLOWABLE = O.K. E-1 ELECTRICAL PLANS REVISIONS: A B B R E V I A T I O N S M A T E R I A L S S Y M B O L S E L E C T R I C A L AI 4/6105 BUILDING DEPT.COMM 65 S Y M B O L S ADD. ADDENDUM EXP. EXPAN OR O.A. ON GENT. ADD, ADJACENT EM. EXTERIOR O c. ON LEITER Y GEILINS MOUNTED LIGHTING FIXTURE AFP. Ae6ve FINISH FLOOR PC. PI"9:.K OD. ONSIDE DIAMETER CONCRETE GUT BLOCKING/ SYNTHETIC GASKET 'I DRAWING NUMBER �- BREAKLINE ALT. ALTERNAre PD. RECD DIMENSION LFP. OPPOSIre SHIM I AND R.R.OR FLOOR DRAIN P.L. FUUMBINS,LONIRALTOR YNLL MOUNTED LIGHTING R%NRE APPROX. APPROXIMATELY FIN FINISH PLUM$. PLUM®INb ARCH. ARLHITEC71i FIX. PIXNRE PLYM'y. PLYWOOD �l CEILING PAN • AT R.R. FLOOR POC. POLISHED W. BOARD FUNDS FLOMINS FTO. PAINTED A i HARW4RED INTEFLON ISOTED SMOKE DETECTOR STAN. BOARD PLOJR. rLov sSOENr Pi POINT OF VERTILLE SANp/MORTAR/ WOOD BL04KING GOMPRE551BLE FILLER BLDG. WILDING P.R. FIRE MIED CURVATURE VERMICULITE /� BUILDING SECTION MATGHLINE s.D. ATH�,�Y�yP ELK BLOOK FT.PI FEET R. RADIUS,RISER / =, � SECTION LETTER ABOVE ❑B BM. BBAM PO. FINISH OPENIND RL. RLOPIN6 SM17ALTOR \�JJ SHEET' NUMBER BEI-OW SURFA4E OR PENDANT PLWPE9LENT FI%TNLE trim. BOTTOM DA WADE RD. ROOF DRAIN BRK. ERILK 6ALV. GALVANIZED REF. REPEnAi 9A6LE Rrs�MCLE OUTLET NAME:FILE did BSBD. BASEEOARD Si 6LA55 Rei REPLELTED _ EARTH ® PLYWOOD CONCRETE MASONRY BUR WILT UP ROOF OR. GRADS RE01P. PUBWOROW UNIT LR5 LOLR5E5 Si.W. 6YFWMBOARD REO. REQUIRED WALL SECTION V WORKING POINT DI.PIL%PELEPT'W.E°^NET LAB. CABINET HOW. NARDM n RO. Row OPEHINS I SECTION NUMBER ABOVE ELEVATION POINT ,1 L.To L. CENTER TO CENTER HORIz. HORIZONTAL RTD. RATED 51 NUMBER BELOW 6RODN FAULT INTEROP"DUPLEX PROJECT N0: 2004 LL GOVER,LINE Mr. IEBW B. 501 LL CL05Ef HVAC. MEATIN6I VENTILATION SEDT. SECTION GFI LIG. CEILINS AIRCONDITIONINS BHT. SHEET SAND ® PLASTIC LAMINATE W/ ® TILE CUR. CLEAR I.D. INSIDE DIA 16115% SITAR. SI'IOMER W.R. PLYWOOD _-- � SPLIT WIRED DLPLPJ(RECEPTACLE OUTLET LMU CONCRETE MASONRY IN(°) INCH SIM. SIMILAR MIT INWL. IN$11.ATION SPEC SPECIFICATION , REVISION March 31, 2003 COL. COLUMN INT. INTERIOR 6Q. SQUARE I DETAIL 3 DAIS ISSUED: I DETAIL NUMBER ABOVE QWORLPIPX ReceFrALLe wTLer LONG. CONCRETE Jr. DDINr D.TO. SOUND rRaxs I_ ) SHEET NUMBER BELOW CONSTR. CONSTRUCTION KD, KILN DRIED MISSION GLASS - -e 9MLTCN AND 91NIa.e ReCE%ACIP Low. cONTINIws KDR KNOCKDOWN ow. SPFWDED GRAVEL ® FINISH WOOD/ ® STEEL s L.T. CERAMIC TILE LAM. LAMINATE GYM. SYMMETRICAL HARD WOOD SHEET N0. LTG. LOATINS L.H. LBPT HAND T. TREAD �S ^-WITCH MND DOI,trLE RECEPTACLE ,� Per. DETAIL I.T. WISH"` T 4 D TONSUE AND SFLO S ELEVATION 0 WINDOW NUMBER 1�'.d' DIA. DIAMETER MAT. MATERIAL TAN. TANSHENT T DRAWING NUMBER ABOVE _ e.e DIPP. DIFFUSER MAX MAXIMJM THK THICK SHEET NUMBER BELOW $ SIN6LEPOLESWITCH DIM DIMENSION M.G. MASONRY CONTRACTOR Tai THROU614 ON. DOWN M524 MECHANICAL TYP TYPICAL ® BATT INSULATION 6YP5UM WALLBOARD BRA55/BRONZE M. DOOR MEI. MEMBRANE UTIL. UILITY T 2 DRvOLELE POIE SWITCH /�T II-II DWG, DRAWING Mr.. METAL VC.T. Vii COW051TION TILE 1 V ® I E. EAST MIR MINIMUM V.I.P. Veiii IN PIEID INTERIOR ELEVATIONS 0 DOOR NUMBER 3 THRIs-AAT 5tllrcH I�- EC EJECTRILAL CONTRACTOR MISC. MISCELLANEOUS A PEST EL EIP/ATION M.O. MANSOmi OPENING WP Aloe PLAWse 4 A-4 z DRAWING NUMBERS OUTSIDE `H ELECTRICAL mi MOUNTED) MU AITN SHEET NUMBER INSIDE Yp POUR-RAY DNATGH ENOL. ENCI.OBIIRE R NORTH M. ADDD - RIGID INSULATION ® ALUMINUM SEALANT/CAULKING 3 l BQ EQUAL NIC. NOT IN CONTRACT TWO NIT1OUr TELEPHONE ILK .. EQUIP. EWIPME N` NO.,0 NUMBER AP. IWTER PROOP TnV CABLE N JACK EX6. EXISTINS N.T.B. NOT TO SCALE Y I 1. All grades of timber must fulfill these requirements for species,stress rating, 4. MOCK UP moisture content and other provisions as shown and specified.GENERAL NOTES 4 CONSTRUCTION SPECIFICATIONS P p A. Erect mock up(s) for Owner's approval prior to comensing work 1. Composition shingles shall be fastened according to manufacturer's 7. All carpeting In areas Indicated to receive carpet on drawings shall be I. GENERAL REQUIREMENTS B. Erect VX 4' sample panel at fob site at location as directed by Owner. Minimum stress rating: Except where Indicated as "non-stress rated" provide printed Instructlom but not less than four (4) nails per each strip shingle not selected by Owner. 6. Illustrate Plaid pattern of stone, field cutting of units where required, and color timber which has been either graded or tested and certified with modulus of more than 36" wide and two nalls per each strip shingle less than 20" wide. I. All codes havingjurisdlctlon shall be observed strictly In the construction 3. Ready Mix: and tooling of joints. elasticity rating of E= 1,600p00. Composition shingle roofs shall have on underlay of not less than 15 pounds 8. Provide and Install moisture-resistant gypsum wallboard,type All, grade W of the project, Including all applicable state,city, and county building, zoning, A. Comply with AGI 301, ACI 304 and A5TM C-114. 5, DELIVERY, 5TORA6E,AND HANDLING felt. Composition shingle shall not be used for pitch less than 4/12. Shingles or X as required, class 2, 1/2" thick,at all bathroom shower/tub enclosures electrical,mechanical,plumbing and fire codes, Energy Conservation B. Maximum time between introduction of water and placing to be 1-1/2 A. Deliver products to site. Moisture Content: Except as otherwise Indicated, provide timber dried to moxirrum to meet ASTM 0225 or A5TM 03462. For pitches from 2/12 to 4/12 use 2 at walls and callings. Construction Code of NY.5. ,N.Y.G.R.R. BUILDING CODE and Addendum hours. B. Store and protect products. moisture content of Iq%,and Include S-PRY' or similar Indication In grade layers #15 felt as per manufacturer's recommendations for low slope thereto. Contractor shall verify all code requirements before G. Minimum cement content shall be 410 pounds per cubic yard for C. Store mortar and other moisture-sensitive materials In protected enclosures; marketing or classification of grade. application. 1, Gomer Trim, Edge Trim: Metal Comer Bead, screwed, commencement of the construction and bring any discrepancies between 3000 P51 concrete;and 520 pounds per cubic yard for 3500 P51 handle by methods which avoid exposure to moisture. Inside Corners: Install tape In full bed of all-purpose or taping joint code requirements and the construction documents to the attention of the concrete;and 560 pounds per cubic yard for 4000 P51 concrete. 6. PROJECT CONDITIONS Dressing: Provide timber which has been dressed on 4 sides (545) at mill,prior D. Asphalt shingles to be GAF Timberline 30 color as selected by Owner. compound. TOKARSKI Architect. D. Maximum water cement ratio shall be 0.51 for 3000 F51 concrete; A. Maintain materials and surrounding air temperature to minimum 40°F prior to, to grading. ARCHITECT, LLC and 0.41 for 35001351 concrete;and 0.45 for 4000 P51 concrete. during,and for 48 hours after completion of work. q. Siding to be. Red Cedar R4R Perfection Shingles and No. I Red 10. All base molding, door and window casing to match houses existing 2. Details and sections on the drawings are shown at specific locations and E. Maximum slump of concrete shall be 4 Inches as determined by B. Protect materials from rain, moisture, and freezing temperatures prior to, 8. Hangers, Framing anchors and fasteners to be manufactured by Simpson: Cedar Clapboard where Indicated. 5ldin to be solid stained w/ Cabot's standard. Provide molding around all doors and windows. Miter upper are Intended to show general requirements throughout. Details noted A5TM 0-143. Maximum slump of concrete shall be 3 Inches: and 8 during, and for 48 hours after completion of work. Provide and Install stamped and fabricated steel of the type Indicated or problem solver and 2 coats of Cabot's Solid Stain both sides for to corners. Provide wood sill at all new windows. Provide colonial Profile 46 PRINCETON AVENUE pr BRICK N :� p NEW JERSEY 087 typical Imply all conditions treated similarly. Modifications to be made by after addition of HRWR to site verified 3 slump for concrete G. Allow no construction activity on opposite side of wall during Installation, and required. All Installation directions and spadflcatlors Indicated In installation. Install w/Stainless steel ringshank siding nails, t Base Molding to match exslsting for all now rooms. flnlsh or color as 24 contractor to accommodate minor variatlons, containing HRWR admixture as determined by A5TM G-143. for 48 hrs after completion of work manufacturer's literature are to be strictly followed. All hangers and g yP selected by Owner. All nail holes holes to be putty filled and sanded,do not phone 732.840.1313 F. All concrete exposed to the ground or weather shall be or I.Oq WARRANTY anchors shall be, galvanized. fill with caulk. Typical. facsimile 732.840.13 14 3. All drawings shall be fully coordinated by contractor to verify all entrained between 4-5% as determined by A5TM G-231 or G-113. A. Provide manufacturer's warranty. 10. Enclosed attic spaces and roof rafters shall have cross ventilation for Email rktexure@comcast.net dimensions, locate depressed slobs,slopes,drains,outlets,recesses, reglets, G. Do not load trucks above rated capacity. 1. MANUFACTURERS 4. Install pressure treated lumber where lumber is in contact with concrete. each separate space by ventilating openings protected against the entrance 11.Provide 1/2" cementitous the backer board by 'Wonderboord' for all areas bolt settings, sleeves,etc. Drawings are not to be scaled. H. High-Range Water-Reducing Admixture (Super Plasticizer) shall A. CULTURED STONE a division of Owens Corning of rain. The net free ventilating areas shall be not less than 2/3 of one to receive wall tile, aIXI CI conform to A5TM 64O4, Typa F or G and contain not more than 0.1 10. All headers at bearing condition shall be, of sizes as shown on plans. percent (1%) of the horizontally projected roof area,or 1/3 of one percent (I 4. The contractor shall rani( and rotect all service Imes and existing site 8. MATERIALS % if at least 50 percent of the required ventilating area Is provided by 12.Provide additional layer of 1/2" 746 exposure I plywood subfloor, l5# felt - o y p 9 percent chloride Ions. Style as selected b Owner from manufacturer's full product line. 11. All headers at nonbearin conditions not Indicated on plans shall be as ventilators located In the upper portion of the space to be ventilated at and metal lath,for all floor areas to receive floor tile, xt area from deterioration or damage. 4. Cold weather concreting shall be, In accordance with AGI-306. y y P 9 B. Trim Products: Cultured Stone Follows: Opening Size Header least 3 feet above eaves or cornice vents with the ba1!ance of the required u-u 5. Prepare concrete test cylinders from each day's pour. cylinders 9- q 5. The Architect shall not be responsible for the safety and construction shall be properly cured,stored and tested. Submit results to Water Table/5111: p " " p g 10. SPECIALTIES o Z W U to 4-0 (2) 2 xb ventilation provided b eaves or cornice vents. F Z Z procedures,techniques, means,methods,or the failure of the builder to carry Architect. G. Mortar: 4' O" to 6' O" (2) 2"x8" a u u out the work In accordance with the drawings or the required codes. All 6. Throughout construction the concrete work shall be adequately I. Portland Gement,ASTM C 150,Type I or masonry cement (Type R A5TM G ql. b'-0" to q'-O" (2) 2"x10" II. Provide and Install 3 I/2" thick kraft faced glass fiber batt Insulation with I. Install bath accessories, hardware and miscellaneous Items as provided bg _2 contractors shall be responsible for Initiating, maintaining and supervising all protected against damage due to excessive loading,construction 2. Masonry sand. an Insulation-only value of R 15 In all exterior stud walls unless noted Owner. All Items shall be installed In strict accordance with the respective z Z safety precaution and programs necessary for the protection of persons equipment, materials or methods, Ice, rain,snow, excessive heat and 3. Lime: A5TM G 201 12. Double floor joists under all interior partitions running parallel to framing otherwise. manufacturers published Instructions and approved Installation drawings. or and property In accordance with applicable governing regulations, freezing temperatures. 4. Iron oxide pigments. and under all bathtubs. 6. Contractor shall obtain all necessarybuilding permits prior to start of 1. Early drying out of concrete, especially during the first 24 hours, D. Masonry Sealer: If specllfying use: breather type (non-film forming) sealer. 12. Provide and Install kraft faced glass fiber batt Insullatlon with 15. MECHANICAL g p p work. Permit fees are the responsiblllty of the Owner. shall be careful) guarded a olnet. All surfaces shall be moist cured E. Weather-Resistant Borriar: Kraft waterproof building paper,UBC, Standard 13. Roof sheathing shall be, 5/8" CID exposure I exterior grade plywood. m y Insulation-onl value of R-50C In roof or as shown am I.General or protected using a membrane curing agent applied as soon aNo. 14-1 oreual.q s drawings. 7. Contractor shall bring errors and omissions which may occur In Contract forms are removed. If membrane curing agent Is used, exercise care F. Metal Lath: 18 gage galv(anlzed woven wire mesh, 2.5 Ib. or 5A lb. flat 14. Floor sheathing to be 3/4" T46 Interior/exterlor screwed and glued G15 A) Contractor shall provide all labor, materials and equipment necessar to Documents to the attention of the architect in writing and written Instructions not to damage coating. diamond mesh galvanized orr rust-inhibitive coating. p 9w 13. Provide and Install batt insulation at window shim spaces. Install plumbing, related fixtures,ventilation, dralrs, heatand air y shall be obtained before proceeding with the work. The Contractor will be 8. Banding, tack welding, cutting or substitute reinforcing other than 1. PREPARATION 15. Wall sheathing to be 1/2" C/D Exposure I plywood conditioning systems. All work shall comply with state and local codes and held responsible for the results of any errors,discrepancies,or omissions In as shown on the contract Braving Is prohibited unless speclPlc A. 5hoothed Surfaces: Install) one layer of weather-resistant barrier g P P y 14. Provide 3 I/2" sound batt Insulation at all now Interior bathroom walls ordinances. Subcontractors shall coordinate work with all other trades. C the Contract Documents,of which the Contractor Palled to notify the Architect approval for each case Is given by architect, with lap joints 4 inch shingle fashion. Apply code approved metal lath, Ib. All structural beam connections to be made using prefabricated Terminal hookup of all fixtures and tap Into all utilities Is required. before construction and/or Fabrication of the work. attach with galvanized nails or star es which penetrate a minimum of ". connectors. Toe-nallln will not be permitted. Connectors are to be 15. Flt Insulation tight within spaces and tight to and behind mechanical and Contractor shall Install and check all pressure reducingvalves, o off O O. Concrete shall be conveyed, placed and finished In a workmanlike 9 P p g p electrical services withln the lane of Insulation. Leave no gaps or voids. manner. Apply 6 Inches an canter venrtically 4 16 Inches on canter horizontally. manufactured by Simpson or approved equal. p 9 p valves and other safety devices prior to operation of system. pop • � Y 8. The Contractor and Subcontractor shall verify all dimensions aid job 10. Prior to making repairs,contractor shall obtain permission from Arop weather resistant barrier and metal lath a minimum of I6"oround 16. All Insulation shall be "kraft-Faced Building Insulation" as manufactured `� o conditions at the job site sufficient) in advance of mark to be performed to all outside and Inside corners. 11, Anchor and nail to com with BOCA National Building Code Section by Owens-coming or an approved equal. B) Contractor to have Mechanical Contractor perform heat loss ; j y p architect to make patches for other than minor honeycombing. compIg g , assure the orderly progress of the work 11. Contractor to coordinate requirements of structural, architectural, G. Concrete and Masonry 5urrfaces, New,Clean and Untreated: (no 2305.2, Fastening Schedule. calculations. Provide new 2 zone propane Fired forced hot air Furnace Z mechanical and electrical drawings. preparation needed) Examine newly poured concrete closoly to 11. All vapor barriers shall be positioned on the heated side of the systems (Includindln all new ductwork) and air conditioning systems. Heat to v 1. Contractors shall maintain the remises clean and free of all trash debris P P 9 9 P 12. All materials shall be stored to protect them against the ensure that Its Finished swface contains no releasing agents (form 18. Use cross bridging or solid bridging at midspan or 8 0 o.c. maximum. Use Insulation blanket. be Ruud or approved equal. Central air conditioning system to be Carrier V u and shall protect all adjacent work from damage, soiling, paint over spray, elements, oll). If It does contain form oil, solid blocking at ends unless otherwise indicated. Weathermaker' or approved equal. Provide owner with optional SEER etc. All fixtures, equipment, glazing,floors,etc.,shall be left clean and ready 13. A presumptive soil bearing capacity of 3000 psf was used as a etch surface with muriatic acid,rinse thoroughly and/or score with a 16, Install TYVEK House Wrap by DuPont breather type wreather resistant ratings from 10 to I6 and corresponding prices. Naw systems to be Itemized w For occupancy upon completion of the project. PLYWOOD 5HEATHING g p and Included In contract price between General Contractor and Owner. a u p 9 P P p ) basis of deslgn. Notify Architect prior to execution of work If actual wire brush,or use high pressure water or sandblasting to remove. bawler entire addition. Apply so as to form a weatherltl ht membrane. Ta e 10. All manufacturer's printed warnings for handlln of roducts must be field conditions vary. Contractor shall provide Architect w/soil 10. MORTAR MIXING all seams with manufacturer's specified tape. Overlap each course below 4 /� o p 9 P bearing capacity analysis certified by a licensed professional A. Thoroughly mix mortar Ingifedients In quantities needed for I. All plywood sheathing shall comply with APA. Plywood shall meet Inches minimum at horizontal joints and 6 Inches minimum at vertical joints. W strictly observed. The words or approved equal' are to be assumed engineer 14 days prior to placement of footings. Any changes immediate use In accordance) with ASTM G 210, Type N. G-D Interior APA, Structural I and 1 G-D Interior APA, or Structural I o whenever a specific manufacturer Is noted. required b the Findings shall be the financlal res onsibllit of the B. Do not use anti-Preezo compounds to lower the Freezing point of and II C-C Exterior APA. 20. Provide sealants and caulkln meeting applicable specifications C) The work shall be Installed as Indicated on drawings;however, changes q 9 9 responsibility mP 9 p 9 e pp P n9 : O Owner. mortar. 2. Roof sheathing: 5/8" thick 42/20. where shown on the drawings and elsewhere as regolred to provide a to Accommodate installation of this work with other work or In order to most Ii.All codes,trade standards,and manufacturer's Instructions referenced In 11. APPLICATION 3. Floor sheathing: 3/4" thick 48/24. positive barrier against moisture and passage of air. architectural or structural conditions shall be made without additional cost to the Contract Documents shall be the latest edition. 4. MA50NRY A. Apply in accordance with Manufacturers Installation Instructions 4. Wall sheathing: I/2" thick 32/16. A. Colored Solar Seal 0q00 by NPC Sealants for exterrior use Owner. ' I. CONSTRUGTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI B. Apply 1/2" to 3/4"of mortar to [lath] [dampened masonry and 5. Attachment to be in accordance with BOLA requirements. B. Phanoseal paintable latex sealant for general Interlior use. w.i - 12. The Contractor shall make no structural changes without written approval stucco or concrete surfaces],coverin a maximum of 10 5. All plywood to have exterior glue. C. Phenoseal vinyl adhesive water basad caulk for around plumbing D) For purposes of clarityand legibility, the drawings are essential) I V of the Architect 530-05 AND AGI 5RY 0014 'BUILDING CODE REQUIREMENTS FOR 9 1. Sea specifications for additional re ulrements. fixtures. y p g diagrammatic the extent that offets,bends, spacial fittings and exact V CONCRETE MASONRY GONSTRUGTION AND COMMENTARY" LATEST square feet atone time. Press the units firmly Into position In soft p q g p g 13. All Contractors shall be responsible for checking and verifying existing EDITION. mortar bed,jlggle and apply slight pressure to unit to ensure firm locations are not Indicated. Contractor shall make use of all data in all of Field conditions,carefully studying and comparing the contract documents and bonding causing mortar to extrude slightly Bound edges of units. ENGINEERED TIMBER 18. Fill all penetrations with expandable latex based foam the Contract Documents and shall verify this Information at the site. Submit shall at once report to the Architect arg error, Inconsistency or omisslon he 2. CONCRETE MA50NRY UNITS SHALL BE LAID IN RUNNING BOND C. Placa units with uniform mortar joints. Stone joints should not be copy of shop drawings to architect prior to construction for review for may discover before proceeding with work. UNLE55 INDICATED BY THE ARCHITECTURAL DRAWIN65. over [I/2][5/411nch In width. When installing pre-fitted' stone textures, I. All laminated timber shall conform to the requirements of American 8. DOORS,WINDOWS AND 6LA55 conformance with the design concept of the work. [Profit Ledgestone ][earollna Led gestone][European Castle 5tone), Institute of Timber Construction Standards, AITG 100 and Standard 14. Contractor shall coordlnoto all floor elovations with plans and field 3. MA50NRY UNITS SHALL BE GRADE N, TYPE I, NORMAL WEIGHT units should be fitted With no allowance For mortar joints. Brickjolnts 5peclficatiom for Structural Glued Laminated Timber,AITG 111. I. Provide Anderson 400 Series doors and windows as per drawings,sizes E) See Section I of these specifications for General Notes pertaining to all conditions and shall adjust as required. HOLLOW CONCRETE UNITS CONFORMING TO THE REQUIREMENTS OF should be a uniform 3/8 Inch in width, with horizontal jolnts level;[with 2. See specifications for spedflc requirements, and models numbers on drawings. All windows to Include screens,stain Contractors for the duration of the job. A5TM GOO. UNITS SHALL HAVE A MINIKM COMPRE551VE 5TREN(5 H head joints of brick evenly spaced and centered above unit below]. 3. All members shall be Indlvidually wrapped. grade extension jambs and hardware. Windows and doors to have Interior 15. All spacF[coLlons subject to modlPlcation based upon site specific (Fhn) OF 1000 P51 ON THE NET CRO55 5ECTIONAL AREA AT 28 an outside corner return units with short and long lengths 4. All members shall be, carefully stored off the ground on substantial and exterior grilles. North elevation shall have Interior grilles only (finish OWING NAME: cOndlLions and judgment of Architect. DAYS. UNITS SHALL NOT BE INSTALLED PRIOR TO ATTAINING THE alternated. dunnage, separated by wood strips to allow circulation. Cover top as selected by Owner). Contractor to verify IF hurricane, glazing Is required, 3.Plumbing REQUIRED 26 DAY 5TREN6TH.USE TRU55 TYPE GALVANIZED 0. Plan to work to minimize job site cutting. Perform necessary cutting and bottom with waterproof covering. Use non marring slings for f so provide. Provide tempered glazing where req'B NI code. Install as 16. Contractor's examination of the site: HORIZONTAL REINFORCING #q GA. MIN. IN ALTERNATE COUR5E5, with proper tools to provide uniform edges;take care to prevent handling. per manufacturer's recommendations. A) Any required plumbing drawings are to be prepared by N.Y.5. Licensed breaking unit corners or edges, 5. All laminated timber to be Microllom or Parallam by TrusJolst, A plumber. A. Interested parties must obtain telephore clearance from Owner before 4. FILL CMU CE1.1-5 WITH GROUT AT ALL UNITS TO RELIEVE E. Remove excess mortar;do not allow mortar to set u on face of Weyerhaeuser Business. 2. All new Interior doors are to be solid six panel pine, finish as per P General Notes and making a site visit. ANCHOR BOLTS OR LOCATED DIRECTLY BELOW BEARING WALLS, units, point,[rake,]and tool joints before mortar has set. Glean and 6. All parallel strand timber to be Parallam by TrusJolst,A Owner's specifications. B) Plumbing Contractor who Is awarded bid shall prepare and submit plans, DOORS AND DOOR FRAMES. MORTAR MIX DOES NOT CONSTITUTE Weyerhaeuser Business and shall have the following Design Values: riser diagrams and calculations If required the building department 5 ecifications finish joints In accordance with manufacturers Instructions. 9 q by g p p B. By executing contract contractor represent that they have: GROUT, E=2000 K51, Fb=2100 P51, Fv=2110 P51,Fc Perpendicular=6500P51, 3. Contractor to provide allowance for Interior and exterior door I. Visited the site and mads due allowances for difficultles and Fc Parallel-2100 P51. hardwore and accessories for oil new doors. New door hardware to be C) See Section I of these specifications for benoral Notes pertaining to all 6. CARPENTRY 1. Installation to be In strict accordance with manufacturer's selected b Owner Installed Contractor. Coordinate looking functions contingencies. 5. MORTAR AND GROUT SHALL MEET REQUIREMENTS OF ASTM 6270 y by g Contractors and for project coordination. 2. Compared contract documents with existing conditions and Informed AND REQUIREMENTS 5PECIFIED HEREIN. TYPE M MORTAR SHALL BE I. All woods and wood construction shall comply with specifications recommendations and detalls. with Owner. themselves of conditions to be encountered, Including work by others, If any, USED FOR EXTERIOR WALLS BELOW GRADE ABO TYPE 5 MORTAR and codes with modifications as specified herein: D) Ail co piping to be 'M' u less otl cruise noted. REVISIONS: being performed. SHALL BE USED FOR WALLS ABOVE GRADE. 1. THERMAL AND M015TURE PROTECTION copper pP 9 ypa 2. Except as otherwise indicated, comply with "Guide Specifications 1. FINISHES 11. Contractor to provide separate itemized allowances For the following Items for Structural Timber Framing" AITG 101, as applicable to work. . The Following specification shall govern with modifications as specified 1. Provide and Install gypsum wallboard In accordance wilth "American E) All faucets, shower heads and dlverters to be provided by owner, to be submitted with bid: 4A. CULTURED STONE VENEERS herein: American Society of Heating, Refrigerating and Air Conditioning Standard 5pecf1catlons for the Application and Finishing of Gypsum Installed by Contractor. A. Floor Finishes B. Provide timber graded by a recognized agony, with rules and Engineers (A5HRAE) Handbook of Fundamentals. Wallboard", as approved by the American Standards Assnodation, latest B. Interior trim I. REFERENCES service complying with requiraements of American Lumber edition;applicable parts thereof ore hereby made a parit of this spedficotlon F) All toilets, sinks and showers to be provided by Owner, Installed by a. Paint grade FJ pine A. A5TM C q1: 5pedflcatlon for Masonry Cement, Standards Committee and Psi 20. 2. Install flashing and sheet metal in compliance with 'Architectural Shoot except where more stringent requirements are called far In this specification, Contractor. L. B. A5TM C 150:G. ; Test Metal Manual" by SMAGNA. edficatlon for Portland Cement,ermaconductivity in local codes, orb the manufacturer of the sum walliboard, whose D. Door Hardware y by Exterior Door Entrance A5TM L 111.11t Method for Thermal Means of a. All Framing to ba Doug Fir #2 or BTR. requirements shall bgypsum followed. 6) Provide new gas and water piping and modify existing as required. E. Bathroom Accessories the Guarded Hot Plate. 4. Time Delivery and Installatlon of work to avoid extended 3. Aluminum flashing shall conform to A5TM B20q, and ba minimum 0.016" thick D. ASTM C 201 Specification for H drated Lime For Mason 2. Applicmanufacturers of paint or other coating shall h In stt b accordance with F. Wall the 4'h In all new bathrooms. Purposes. � y y on-site storage,and to avoldd delaying work of others. standard building sheet of plain flnlsh. Self healing elastomeric water and Ice manufacturer's direr}Ions. Ready-mixed paint shall not be thinned, except as FELE NAME: as p shield shall bo installed at all roof crickets and where Indicated on permitted In the application Instructions. E. A5TM G 210: Specification for Mortar for Unit Masonry. 18. Items to be provided by Owner, Installed by contractor are as follows: 5• Keep structural timber proatected during delivery, storage, elevations and shall extend minimum 18' up all adjacent surfaces. A. CallingFans (Exhaust b (ontractor) F. UL 123: Test for Surface Burning Characteristics of Building handlingand erection. Do noTt store In areas either excessive) y Materials. y 3. All exterior and Interior surfaces shall receive painted finish by RRDJE°T No: 2004 8. All surface, wall or pondont type light fixtures. All recessed lighting high or low In humldlky. 4. Galvanized steel Plashing shall conform to A5TM A526, 020 Contractor except color coordinated factor finish surfaces, To and bottom G. Uniform Building Code NBC) Standard No. 14-1 Kraft waterproof (0.01111'9;ASTM A525 d P y P fixtures and trim rings provided and Installed by contractor. gouge designation G 110 hot-dip galvanized, mill of all doors are to be sealed and finish coated. G. Plumbing fixtures, faucets and dlverters. building paper 6. Comply with grading Rules of Grading Agencies for species of phosphatized. H. UBC,Standard No. 2b-10 Parts I and IV: Test Method for timber used: 4. All surfaces to be finished shall be clean and free of foreign materials DATE ISSUED: March 31, 2003 Compressive Strength of cylindrical Concrete specimens. 5. Backpalnt flashings with bituminous paint,where expected to be In contact (dirt, grease, asphalt,rust, etc). 3. CA5T-IN-PLACE CONCRETE 2. 5UBMITTAL5 Southern Pine Inspection Bureaou: with camentitlous materials or dissimilar metals. 5. Application shall be in a workmanlike manner providing a smooth surface. SHEET No. I. All concrete work shall conform to the latest edition of the AGI Building A. Submit product data to Owner for approval. a. Standard grading rules for, Southern Pine Lumbar. Code. B, Submit samples for owner's selection. b. WGLIB- West Coast Lumbear Inspectlon Bureau 6. Provide-and-Install gh exterior at all roof to rior conditions, projections Applicator rush or roller be that recommended fed by_tt a manufactures Application .. C. Submit manufacturer's installation Instructions to Owner. c. WA - Western Wood Prooducts Association. of wood beams through exteNor walls,exterior openings,and elsewhere may be by brush or roller only. No spray finishes. 2. Alld. American Plywood Association: Guide to I wood for floors, as required to provide watertight/weatharproof performance. strength en connate,except slabs re grade,shall algin 4000 Pa compressive 3. ApplicQUALIator: r: CompanyNCE 9 p 9 a. Provide lead coated copper c flashingat all window and door 6. contractor to prime all new gypsum board surface minimum of one coat. strength iv 28 days. All concrete for slabs on grade shall attain 3500 P51 A.stone veneers Company experienced In installation of manufactured plywood sheathings far wa11s and roofs. heads and exterior trim where ex exposed to vlw. All callings to receive two coats minimum of flat tailing white. All walls to compressive strength at 2B days. stone veneers of the type specified,with three yeas experience. e. American Wood-Praservarrs Association Standards. p receive minimum two coats eggshell. All paint to be latex based Benjamin L Moore or approved equal. Coordinate colors with Owner. ® 'II Illilii,lll If 4" PERFORATED PVC DRAIN TILE LAID IN WA s TOKARSKI TRENCH A CRUSHED STONE WRAPPED IN CON5IRUCTION I CO STUTION ARCHITECT, LLC FILTER FABRIC. TYPICAL ENTIRE INTERIOR 2 PERIMETER. TIE INTO SUMP PIT E f AI 0'-2" 46 PRINCETON AVENUE iB'-I — — — — — — — ———— — — BRICK, NEW JERSEY 08724 2'-O" 21'-4" 9'-10" 25,_5" � � - �\ ry o ------ phone 732.840.1313 — --- -- - - - - - - -- - - -- - - -- - - -- - -- _ o — `v " facsimile 732.840.1314 I - - � r - - - - - -- --- - s ��, — , I I / Email rktexure@mmcast.net Y - - - - - - REINFORCE WALL W/%5 REBAR - r PROVIDE NEW FOOTING r- - ---- —. uI� m - - ry AT 32" O.G.VERTICALLY. FILL O PROVIDE CONTIWJOUSLY THIS SECTION. INSTALL ' f - �?� - v OPERATED MECHANICAL PROVIDE NEW SUMP PUMP 6 Q m PROVIDE COMPRESSIBLE - I CELLS SOLID THI5 RETAINING o To IN ALTERNATING 4' FILLER ENTIRE PERIMETER Q �? WALL VENTILATION AT RATE OF 14 AND PIT. DISGHARE TO �a SECTIONS Q m o '° - - - - - -- - -- ® GFM APPROVED LOCATION III I ^" PROVIDE 4" GONG. SLAB 1 = - - - - - 1 - - F---- ' //1 A�,I APRON kV 6x6 WIAxA.4 `D ® m ' L/ I N EX15TINC FOOTING Q o OID W.W.M, SLOPE AWAY ( OI ® ,_Q 24°XSO" K HORIZJ CRUSHED STONERIAND WELL DOWEL AND FOXY (5) 7�SN P li III X57 FAB OUNDATION L # z FROM DOOR L - -- - - 2" GONG. RAT SLAB OVER 6 w-N 8' m PROVIDE FOUNDATION WALL O z Z I �+ - p i FURN. I COMPACTED 5uB6RADEF- Z w V N N rc �- ACCESS AND FOOTING a U U ry �1 I iv REBAR INTOXISTINGzi h 4 SLOPE /B':I'-0' d N rv = _ p SLOPE TO SUMP PIT FOOTIy6 MIN. 4", EXTEND III r Y; of -� o INTO,IN EW FOOTING I'-O" 1 \ pl Z Z Y I ' e' I � m b'xlb" PIER 0 6' CMU ON 10" CMU \ GROUT SOLID _ /2" x 9 /4" PSL L - -- - BELOW-- ---- - J L-- - 'T / - - - - -- - - -6 � �" _ = DROPPED :r L - -- - - �' - - - - - - - J _ __ _ _ _ _—I- 45500prsiCONC. SLABVV F = - - - - - - - -- - - -- - - r 6x6 WIAxMIA W.W.M. 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AT ; _________- • � � 1 CODE REQUIRED FR05T DEPTH i i y 21-4" 10,_5„ IB'-62" IL, Z I T N I I v ams II I L I I w I II I a u' ^ , 0 n f=oundation Plan � 0 J I Ov t2 EXISTING CONTINUOUS V FOOTING , ^ V l DRAWING NAME: Foundation Plan 4 Details 5'IB'HIN)5'-0' EXISTING FOOTIIl5 REVISIONS: A, NM BLOCK FOMATION WALL a Y5 RE3AR DOM IB) _ a ' RESUMDEFOAY,SET INTO EXIST.FOOTING 5PEGIFIED BEARING 1=1 11 1=1 —III— i _ _ ' RETAIL FOR F0011N6 REINPORGENENT TO BE 1 - = = = — FILE NAME: E: D CONTINKU5 AT STE'5 "—I 11=III-1 I I=1 I I=1 I I=1 I I=1 I I-1 PROJECT NO: 2004 III—III-,-, l III- T�picol Footing Step —,-N, Pinning Detail DATE ISSUED: March 51 2005 SHEET NO. I I 2 ®NOTE: SUPPLY COUPOLA WINDOWS AV A6 BIMPACT RESISTANT HURRICANE GLAZING Ab A6 4 A6 9'-112" 42° 29'-43° 19'_TS�:2'_p, 44STANDING SEAM COPPER 5:_1:: 11:_2+ 5:_1:: II'_4 " 4 , 42, 10'-0 " 42" 4,_ 5:: 42" 42�� 42:: 12:_p:. 4_1 1'_6„ .,O„ 10'_114ROOF-TYP., B.S. 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A DIV15ION OF OMENS CORNIN6 OR AT LAYERS ANGLE TYPE GYP.11/ BASE LAYER APPLIED � oRAwINc NAME: APPROVED EOUAL.STYLE A5 SELECTED AT RENT AAXLF C LAYER T 1/4'DRYWALL RIGHT o BY OWNER INSTALL A5 PER 24"OL.MAX.FACE LAYER TO BE LL%RIED AT RIGHT MANUFACTUR&5 RECOMWATION5 ANGLES TO J015T5 W/1 TIB"DRYWALL%REM 1 0 TOC. o SIB°GYP.BD. FACE LAYER J01NI5 SHALL BE OFFSET FROM BASE GARAGE LATER JOINTS BY MIN OF ONE W15T BAY.TAPE AND GEMENT PARSE COAT NV KASH ATS F.T.2x6 TOP PLATE OVER ALUM.IERMITE SHIELD AND SILL SEALER TYPICAL ViALI CANSTRIKTION BOTTOM.PROVIDE BITLIMENOS L DAMPPROOFIN6 OR Aal l Sections CULTURED STOW A5 SELECTED BY ONTER IB"LON6 x 4 O 6ALV,ANCHOR BOLT 0 4'-0"OL.!WITHIN I'-0'OF METAL LATH WATERPROOFIN6 AS LOCAL CORNER 150 WILDING PAPER T; TOM, CONDITIONS REGUIRE _ 112"CDX EXPOSURE I PLYWOOD%EATHIN6 zte ep— — — — R21 BATT.IM.KRAFT5ICE UP 7x4"'4@ I6"OC.TYP.4ION. IY2"GYP.BD. R-19 KRAFT FACED FIBERGLASS INS LATION6'CMI GROUT SOLID 5/4'T46 PLYWOOD 51BFLOOR BETWEEN 5T1D5 SCRFJ'ED AND GLUED 5/B"TYPE'X'GYPSUM BOARD(GLUED 1 �, FINISHED FLOOR SCAM)FOR I Nt RATING — — ,. 4'GONG.SLAB xl.osy,�ryy_yYyi, � ` PEVISIONS: I �•�: [ �()(X�)() Xl -' REFER TO FLOOR PLAN FOR FLOOR FRAMING 51ZE5 6OMPRE551BLE INT FILLER ?.T.216 OVER ALUM.TERMITE SHIELD TOP OF SLAB 24.41,$ ._ — _ — — — .°�ei�.5! r" A.• x�; 11J,J i ' a , �' r "j1 fawn :+�. a. .i 1 T GRAWL SPAGE 2'RAT SLAB 'r m PROVIDE 2"EXTRUDED 'J,' f; POLYSTYRENE RID610 INSULATION 4°COMPACTED CREHED 5TONE OVER 6 MIL POLY VAPOR BELOA GRADE L? -9 AND WELL COMPACTED 51UB-GRADE 4_ �j '^ m b MIL VAPOR BARRIER a: L v 4'(.RUSHED STONE H 4"PERF DRAIN TILE SLOPE TO 5UMIP PIT r.Tk' r • . J,; 905 REBAR FILE NAME: G:/ 05 REBAR TRANSVERSE®4B'O.C. PROJECT NO: 2004 n Building 5edion Wall Section DATE ISSUED: March 31, 2003 SHEET NO. d Y�0 SIMPSON HI (RAFTER TO PLATE) 01 51MP50N SP4 ATTIC, �m 7 O ® TO"RSKI ARCHITECT, LLC SIMPSON G516 HALL KIDS BATHROOM Q KIDS BEDROOM p 4 g 46 PRINCETON AVENUE BRICK, NEW JERSEY 08724 m � ° phone 732.840.1313 w facsimile 732.840.1314 I Email r1<texure@comcast.net I NO Q vt 1 4 Q ^ � Y _ N � M N i� � ¢ C e pip z Y W_N F \ Z W v � U LU J J SIMPSON LSTA21 �\ FAMILY ROOM U Z Z SIMPSON LSTA18 F SIMPSON LTP4 ANCHOR BOLT - REFER TO PLAN WL ( DRASPADE DRAWL SPACE O O L 1 Buildin Section 2 Enc Sec uilditionMI3 �uildin Section Z typical Gontinous Load Path 1,4 :, a N.T.S. 0 u w u li ELEVATION 0 0 5 1/2"AI/4"PSL // I ATTIC O MU r M K��FIOr NISH ROD B/4'DIA M BOLT V 12 KIDS BEDROOM . w j' HALL v, 3/4'DIA.ROD THREADED®ENDS ONLY I '' I I / 10'-0"A.F.F. / SPLIT RING NNSHERS-TTF. STL CLOSURE PLATE N SEDRAWING NAME: REMOVABLE T -CAN OVABLLLEHEAD 0 I �, "d THRU BOLTS . / - uilm 1'44" — _ BATH J'A 57EEL PLATE METAL,BBEAD EXI5TIN6 KITCHEN Building sections BOTH SIDES CAULK-NP #�„ 6'-384 V.I.F. 4" — _ --i-8b'PL.Hi. m Z`BS �/ RCVISIONs: XI 4/18/03 BUILDING D9'ARTMENT COMMENTS Fv , !f'x X1'1A PoSi 1u 5 1, 4 4 n TEN51ON IMOD I$ PLATE - ELEVATION DETAIL �/211�11/SII PLAN VIEN n Buildin�5ection It SPLIT RING KA5HER FILE NAME, d,/ dam 88 PROJECT NO: 2004 I I I nlm RAT WARNER CAST STEEL DATE ISSUED: March 31, 2003 NRNBUCKLE®MID-SPAN SHEET NO. TENSION POD PALN DETAIL -V � O 4 qr EE EE ® "M ® lit µo myLLA r v f § " § a v v 4 ® v N p� ]'-II 9'-9 ' M � M � 2�_T5�� 2 Y u 2� Y b' 1 II ]'-II Y-II ' 5'_11 r a v a 'v Sq. . 9'-1 3' 2' 2'-0 _ 2' 6 TW01046 �eB -L4 2' ° Y-0 " 2-4TW26910 9 9 I 2-II 6XNAFFWI]0) 14 OXV4I4 3�9 ° 01 OW14I AR2 O 0091 O O AN251 AFFWER 9 —� 4 0 y iW]6910 ARB ® ARCHITECT,TEI4PERE•D 66 9-p ° AFF B'-2 • g'-O ° OXNp4 2'-p' (X2) TEMPER® TW9046 TW9046 TW26510 __ r — 7 r —� ®46 PRINCETON AVENUE \� 2's} Nm m ¢ 1----\J BRICK, NEW JERSEY 08724 — _ —� phone 732.840.1313 I---� r--�---� T[ s' 6'-, • — 9 J L___J �_—____� �____� �__� �__� facsimile 732.840.1314 ( o-l I 4 4� ` , 2� i s'-o , 9'.g --� [— � I Email rktexure@comcast.net + m hi (x2) (x2) (x2) a 2 First Floor Right Elevation Q B' (x2) 5econd Floor Right Elevation M 3n6":r-0' (x2) N z F— z UJ D- \ U U .p U_ z z v 0 19� Ym � Y YTill17L-i7il' JE 1f 2 d D LLU Asl 5 B-I6 55 2' gf15 9-1 9'-1099" 52k-19'--II�'' L FLD96 =48' TMO46 ,149046 T 1046 TW9B46 TM2046 O x2 O Guloola r Z J (x5) L--J L---J o k u G U �,,conlr Left Elevation m T � -r v °o 2-41 iv FFE-11 11 A21 AW251 O�O n 2` � 7 `O 2'- " AR251 CIS A21 IW26BI0 V) I- _I _ 0000m L_J �—�' 5 (x5) L-- 2'-"b" (0 DRAWING NAME: (x2) (x2) T � 5 First Floor Left Elevation Wood Structural Ponele (X2) VERIFf DIMEN51095 AND FIELD CUT PANELS FOR 6ARASE DOOR WINDOWS n First Floor Garage and Side Door 14000 STRUGTURAL PANEL NOTES: I.MINIMIM THICKNESS OF REJISIONS: v 2.MAX PANEL SPAN OF 6-0'. 3.PANELS SHALL BE PRE-CUT WITH ATTACHEMENT HARDWARE PROVIDED. 4.ATTALHEMENT 5 SHALL RE515T COMIPOPETS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH SECTION I60q.65 5.ATTALHEMENT IN ALCORDANCE WITH 1609.1.4 6.FIELD VERIFY ALL PANEL DIMENSIONS TABLE I60q.1.4 WINDBORNE DEBRIS PROTECTION FASTENN6 SCHEMLE FILE NAME: FOR WOOD PANELS apc PANEL SPAN 2 FEET S 4 FEET 1 b FEET i FASTENER TYPE 12 FEET PANEL SPAN PANEL SPAN PANEL SPAN PROJECT NO: 2004 14 FEET 9 FEET 9 FEET 2-1/2'0 6°WOOD%REV6 16 Ib 12 9 2-1/2'0 b MOD SCREW, 16 6 6 12 GATE ISSUED: March 31, 2003 a.THIS TABLE 15 BASED ON A MAXIMIN WIND SPEED IS SE60NO 66T5)OF 13O MPH AND MEAN ROOF HEI6HT OF 33 FEET OR LESS SHEEP N0. b.FASTENERS SHALL BE INSTALLED AT OPPO51N5 ENDS,OF WOOD STRUCTURAL PANELS. 6.WHERE 5CREN5 ARE ATTALHED TO MASONRY OR MASONRYiBNUA,'MEY SHALL BE ATTALHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMAL WITH DRANL CAPACITY OF MO FPOI,ND5 I \ ii 43i' i i i O ii II i 11 - - - - - - - -- - - - EX6 BATH n n n n i. �• 6FI IT ____-------- E'F: ii - EX6. BEDROOM �I '/ ---y-� — `\ III II II $D R '\ 11 PI TOKARSKI II ii ill ii l �'ir—'' E•E. \ \ ii \ \ �`, \`\ ❑ ARCHITECT, LLC URN. .{J�}� iii \ 1, 5D \ ,` \\ 5.D ` •`\ \\ N O • \i 46 PRINCETON AVENUE -----Ir------r ------ j---- =---- II — II 4--- _ — -------- / BRICK, NEW JERSEY 08724 III II \ \ \ /7----\ I \ —(J�� �(� — I\ IIIII \\\\ : I `. %% -J II 11 0 % ---- T `. `. \- O ---I — T / phone e 5D Ilk I --- --11_�- _-_-_-_ 6 ` facsimile 732.840.1314 II EXv. HALLWAY Email rktexure@comcast.net II 11 'll 'C ii `\ 11 I EXC. BEDROOM EX6. DECK n n n n n n n n n n Q ,n ii EXv. CLOSET Q ^ oro II 1\ II II i II II II II II II II II II II II II ry" N II \ II II r II µ__il___ — N Z u u u II u u J L u u u u u ROOF BELOW U u`_ ,-G Y w—vw _ — _ — - - -- - o Z a U JJ LEI( N u Z Z K -�- PWI?E 5LoI RarSSED 1.161-Ir FIRM KMI* e EX6. 5TUDY EXv. MA57ER p BEDROOM n Electrical Plan -Second Floor p ® EX6 MASTER I/4"=I'-0" BATH 0 � O Y O • > W Z AMID O W O aV+ w U r -- ' -------------------------------- \ II _ ______________ — Oa ____________________________r A O =dd=1 : _____________________________________ O7o ii�� -------------- -� _� \ \ r I 1 I I I I I EX6. LIVING RM. Ili { 141= = -------�----------------------------- T I I I \\ 1 ��__--�`(�''---•�`�/—_-\\ \I \ DRAWING NAME: n II it II II II II II II II In \\ I= 1 I__L_ a + I___ __ __ __ __� _ __ ___I __ __ Oyu ----------------------------- EX6. FOYER --------- _ --------------------- ----____-- - Electrical Flom _=11 - ---- _J I II REVISIONS: \ I i ------------------------------------------------------ __ __________________________________________-- p EX6. SUN RM. I EX6 DINING RM. I I n Electrical Plan -First Floor I FILE NAME: Ib. ELECTRIGAL 2. Electrical system layouts are generally diagrammatic, location of 3. All electrical equipment E breakers shall be properly labeled. q, Install receptacles at 1'-0" to center line above Finish Floor 14. Contractor to provide IIOV hordwlrod Interconnected smoke PROJECT NO: 2004 outlets and equipment Is approximate. Exact routing of wiring, unless otherwise noted. detectors with battery back-up at locations Indicated on plans and I. Electrical contractor shall provide and Install all labor,materials locations of outlets shall be governed by structural conditions and 4. Panel and breakers to be 'Square D' or approved equal any additional locations required by fire sub-code official. and equipment necessary to Install wiring,related fixtures,and obstructions. Wiring For equipment requiring maintenance and 10. Install light switches at 4'-0" to center line above Finish March 31, 2003 inspection shall be readily accessible. Contractor shall coordinate 5. LI ht circuits shall be minimum 15 am with #14 AWG copper DATE ISSUED: controls. All work shall complywith National Electrical Code and P 9 � P PP floor unless otherwise noted. 15. All fixtures,switches, receptacles, and cover plates to be state and local codes and ordinances. All electrical system design all power roqulrements with all subcontractors and with owner. con uctors. Leviton Decors, color as selected by owner. Verify style with and Installation to be provided by a N.Y. State Licensed Electrical Contractor shall provide shop drawings or as built drawings as I. Provide GFI outlets where required by code and as Owner. SHEET No. contractor. Upgrade existing service or add additional subpanels 05 required by the building official. 6. Receptacle circuits shall ba minimum 20 amp with #12 AWG copper Indicated on plans. required. Coordinate palet size with required loads and owners conductors. 16. All telephone and television KIrIng to be provided and Installed anticipated uses. Electrical Contractor shall coordinate work with all a) See 5ection I of these specifications for General Notes 12. All equipment Installed outdoors and exposed to weather by Electrical contractor. Coordinate locations with Owner, other trades. Terminal hookup Is required of all fixtures, appliances, pertaining to all contractors and for project coordination. 1. Materials and equipment shall be new and listed by Underwriter's shall be weatherproof. ®� motors, fans and HVAC, equipment. Laboratories, Inc. and bear thleir label wherever standards have been established and their label serrvice, Is regularly furnished. 13. Install receptacles In bathrooms above work top unless S. Verify and locate all receptacles prior to Installation of sheetrock, otherwise noted on plans. Outlets shall be 5FI equipment. I