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HomeMy WebLinkAbout16669-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17413 Date OCTOBER 14, 1988 THIS CERTIFIES that the building Location of Property 1155 JACOBS LANE House No. County Tax Map No. 1000 Section 079 Subdivision CROWLEY ESTATES ONE FAMILY DWELLING. SOUTHOLD Street Hamlet Block 06 Lot 4.5 Filed Map No. 8236 Lot No. 5 conforms substantially to the Application for Building Permit heretofore filed in this office dated DEC. 7, 1987 ~ursuant to which Building Permit No. 16669Z dated DEC. 10, 1987 was issued, and conforms to ali of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING AND ATTACHED GARAGE. The certificate is issued to RIVERSIDE HOMES, INC. (owner, of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 87-SO-137 UNDERWRITERS CERTIFICATE NO. N021376 7/12/88 PLUMBERS CERTIFICATION DATED 7/ 8/88 TRT PLUMBING & HEATING 7/19/88 Building ~nspector Rev. 1/81 FO~'M NO. o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING FER~IT CT*HIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N°_16669 z Permission is hereby granted to: .... u.~...~....~..~.........~....~...~. ...... ,o at premises located at .......................................... County Tax Mop No. 1000 Section ..... .,.(~...,~....~ ....... Block ........ ..~. ,..~. .... Lot No....,~...~...~.C ........ pursuant to application doted ~~....r~%~...~j. .................... 19..~...'[r.., and approved by the Building Inspector. .~....~.~....~.... ...................... Building Inspector Rev. 6/30/B0 FORM NO, 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted ~ to the Building Inspec- tor with the following; for new buildings 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 of Health Dept. of water supply and sewerage disposal-(S-9 form or equal), 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of p~-Operty showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: ~ 1. Certificate of occupancy $25.00 -- BUSINESS $50.00 2. Certificate of occupancy on pre-existing dwelling $ 50.00 3. Cop¥ of certificate of occupancy $ 5.00, over 5 years $]0.00 4.Vacant Land C.O. $ 20.00 5.Updated C.O. $ 50.00 Date .......................... NewConstruction OJd or Pre-existing Building Vacant Land 1155 Jacobs Lane Bayview Location of Property ................................................................... House No. Street Ham/et Rive~sid~~ Homes, Inc Owner or Owners of Property ' 79 6 ~ .5 County/ax Map No. 1000 Section ............... Block ............... Lot ................ C~owley Estates 8286 5 Subdivision ................................. Filed Map No ........... Lot No .............. .17.67.9.z. ~f P~"m;*12/10/8? Appli Rivemside .H?.m?.s .I.n.c Permit No .... Date .................... cant ........... .'. .' ............ 137 Health Dept. Approval .... ?.7..S.O ............... Labor Dept. Approval ....................... , Underwriters Approval ........................ Planning Board Approval ...................... Request for Temporary Certificate ..................... Final Certificate ....................... 2.5.00 Fee Submitted $ ............................ Construction on above described building~ odes and regulations. STEVE G. TSONTAKIS ASSOCIATES Consulting Engineers, P.C. FOUNDATION INSPECTION (10/13/88) Two Story Colonial Jacobs Lane Southold, New York INTRODUCTION Inspection was prompt by a subject foundation with a request concern about a crack in the for certification of a repair. DESCRIPTION The subject foundation is of poured concrete and the house be relatively new, probably less than six months old. The crack is a vertical fissure at the rear wall near an existing pier. The fissure was small and extends from the corner stress point of the window to the footing. The repair was made from the outside by filling the crack with a cementous mixture and then patched with cold tar.' The foundation is now sealed. It appears that this crack occurred during the drying and curing process of the concrete and is of no structural consequence. The repair has rendered the foundation damproofed. SGT/bp Steve G. Tsontakis, P.E. STEVE 0. Consulting Engineers, P.C. TSONTAKIS ASSOCIATES October 11, 1988 Building Department TOm OF SOUTHOLD Town Hall Main Road Southold, New York 11971 RE: Riverside Homes Job #1110, Jacobs Lane Southold, N.Y. Gentlemen: Enclosed please find an inspection report and certification for a foundation and a foundation fissure for the referenced location, requested by our client, Riverside Homes. Please note that the fissure mentioned is extremely small and'of no structural consequence. Yours Truly, Steve G. Tsontakis, /bp enc. cc: Riverside Homes, Inc. P.O. box 274 Riverhead, New York 11901 P.O. BOX 1180, 632 ROANOKE AVENUE, RIVERHEAD, NEW YORK i1901 (516) 727~7411 STEVE G. TSONTAKIS ASSOCIATES Consulting Engineers, P.C. FOUNDATION INSPECTION (10/7/88) Two Story Colonial Jacobs Lane Southold, New York INTRODUCTION Inspection was prompt by a concern about a crack in the subject foundation with a request for a recommendation for repair. DESCRIPTION The subject foundation is of poured concrete relatively new, probably less than six months old. vertical fissure at the and the house be The crack is a girder pocket on the right hand side. The fissure was extremely small point of the girder pocket approximately two feet above and extends from the corner stress to the lowest snap tie, which is the cellar floor. The fissure is and there is no indication of water this crack occurred during the drying extremely'small in opening intrusion. It appears that and curing process of the concrete and is of no structural consequence. It is therefore recommended that the opening by scored to a V-groove and filled with "Thoroplug" or equal made by "Thoroseal Company". SGT/bp Steve G. Tsontakis, P.E. P.O. BOX 11E0, 632 ROANOKE AVENUE, FIIVERHEAD, NEW YORK 11901 (516) 727-7411 ~~-~. o.Riverside Homes,~ox ~ ~lnc'__ September 30, 1988 Building Deparinnent Main Street Southotd, New York 11971 Re: Permit NO. 16669 Gentlemen: Enclosed is a report by a civil engineer concering the foundation Of the captioned job. Please look this over, and if it meets with your approval, please issue the Certificate of Occupancy. If you have any questions on this repqrt, please feel free to call Mr. Gapinski, the engineer directly. EnclOsure SUFFOLK CEMENT PRODUCTS, INC. W. MIDDLE ROAD, P.O. BOX 241, CALVERTON, LI., NY 11933 516-727-2317 Sept. 27, 1988 J&R Concrete Corp. 2 Barbara Drive Centereach, N.Y. 11720 Re: Riverside Homes Foundation, North side of Jacobs Lane 811 ft. west of North Bayview Rd, Southold, N.Y. Jack, At your request, I visited the above noted job site to access cracking of the basement wall(s). I noted three cracks all visible from the inside of the structure. The location and type is as follows: _Crack 'A"- On the north wall from the window corner diagnally extending to 18" above the finish floor. This crack has been patch- ed with a cement based material and would be classified as a settlement crack. Crack "B"- On the west wall, located below the beam pocket extending to approximately 22" above the floor. This crack, because of the minute size (hairline), is either a shrinkage crack or a temperature crack. Crack "C"- Located again on the west wall ~rom the window corner extending south to 20" below the window. The following definitions have been used as a basis for classifying the cracks: Shrinkage Cracks- Caused by a loss of moisture accom- panied with a reduction in volume, such as concrete placed with an unnecessarily high slump. Temperature Cracks- Caused by expansion and contraction due to extreme heating and cooling, freezing and thawing, climatic changes, the heat of hydration of cement. SUFFOLK CEMENT PRODUCTS, INC. W. MIDDLE ROAD, P.O. BOX 241, CALVERTON, L.I., NY 11933 516-727-2317 Settlement Cracks- Developing in slabs, walls, columns, etc., resulting from structural displacement. May also be called ~iagnal cracks, as devel- oped at the corners of doors or window open- ings resulting from insufficient reinforce- ment, horizontal construction joint, or poorly compacted subgrade. Cracking is simply concrete failure caused by tension. At any time in any place where tensile forces (either internal or external) are applied to concrete to pull it apart, the concrete will crack when the tensile forces are greater then the ability of the concrete to hold .itself together as measured by its ten- sile strength. Control joints are needed to provide for differ- ential movement in the plane of a slab or wall and to induce cracking caused by drying shrinkage at preselected locations. This information has been included in my letter to not only explain what caused the cracks on this particular job, but to assist you on future projects. Further more, it is my opinion that the cracks in these walls will not seriously effect the structural integrity of this home. If you have any questions or if I may be of further service to you, please do not hesitate to call. Sincerely, Gary ~. Gapinski O.C. Manager FOUNDATION (1st) FOUNDATION ROUGH FRAME & PLUMBING INSULATION PER N. STATE ENERGY CODE FINAL ADDITIONA'L COMMENTS: T.R.T. PLUMBING ~ HEATING LTD. P.O. BOX 467 MASTIC N.Y. 11950 (516) 399"0921 Building Department Town of Southold Town Hall Southold, New York 11971 Building Permit NO. 16669 Ownep: Rivepside Hon~es, Inc. Gentlemen: I he. by c~ptify that the soldep used in the watep supply system fop the captioned job contains l~ss than 2/10 of 1% lead. Vepy tpuly youps, TRT PLUMBING AND HEATING Teprance Taub TT: eac Swop~ to bef~De is /? day of , 1988 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAOE i0~5018 BUREAU OF ELECTRICITY /)ate JULY 12,1988 ApplicelionNo.~n~ile 52538487/87 N 021376 THIS CERTIFIES THAT o~y the e~tric~ ~uipment ~ ~scribed below a~ int~ac~ by t~ applicant ~med on ~he a~ve eppllcat~n number in the prem~es of CONNEESY, N/S JACOBS LANE 811'~/O, SOUTHOLD, N.Y. in the followlng bwatlon; ~ B~sement ~ Ist FL ~ 2nd FL S~tion '- ~l~k ~t ~s exa~n~ed on JU~ ~ ~ ~ 19 ~ 8 and Jound to be i. complla.ce with the requirements ~f this Board. FIXTURE EP ACLE I I HE ~ FIXTURES RANGES ~C~KINGDECKS~S ~DISH WASHERS EXHAUST FANS ORYERS ~ ~RNACE MOIORS I ~muee A~LIANCE ~EOERS SPECALREC'P~ TMECLOCKS I e~,~ lUNn.EATEeS ~um-ou~r OMMERS ~MOKE DETECTOR :-i CHARBONNEAU, PETER 35 SHEPPARD SANE SMITHTOWN, NY, ]1788 GENERAL MAHAGER This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials, Riverside Homes, Inc. 1159 West Main Street Riverhead, N. Y. 11901 Phone: 516 - 727-3395 Building Department Main Street Southold, New York 11971 R~: Pemmit NO. 1666g Gentlemen: As you ~equested, find enclosed a letter fP~m Our concrete mason guaranteeing the foundation for ~hi~ home. // _ / Please let us know if th~s is sufficie~ to m~t your aritemia along with the ~paims that we have made. / Sincerely, / A. Cannaza~o Enclosu~ J R ¢ONCRE. TE. ¢ORP 2 Barbara Drive Centereach, NY 11720 516-588-4494 Jack Cruz President Rivers~ de Homes P.0.Box 274 Fiverhead, N~ 11901 ~his letter is to certify that Job #1110 was done correct and proper. I used proper grade concrete, Winter ccmcrete which consists of hot water and calcit~n chloride. ~ere is no reason why this job should not hold up and be considered p~oper. Should there be any future problems with legks, we will take cgre of it and repair. Sincerely, Jack Cruz Riversid Homes, Inc. P. O. BOX 274 1159 West AAain Street Eiverhead, N. Y. 11901 Phone: 516 - 727-3395 February 3, 1988 Building Department Main Street Southold, New York llgT1 Re: Permit No. 16669 Gentlemen: Enclosed is the blueprint for the drawing by the engineer showing how we plan to repair the crack in the garage wall of the foundation. Enclosure Please let us know ASAP when we can undertake to make the repair. Sinderely, 765-1802 BUILDING DEPT. INSPECTION ] ~JNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL REMARKS: 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [Z-'~INAL DATE 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ J FOUNDATION ZND [ ] INSULATION [ ] FRAMING [/~FINAL REMARKS: C,~ ~.u~ ,B~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ~INAL REMARKS: ~ ~ c~_~.~, c,~/[~a..,,~ DATE ~7/~'~/~ ~ ' NSPECTOR/'"/~'c~~'~ ~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION ~ ~ FRAMING ~ ~ F AL REMARKS: ~: ~ -~_..~ ~ DATE ~/~ ~ INSPECTOR//~j~ 76~-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION ZST [ ] ROUGH PLBG. [ ]/FOUNDATION 2ND [ ] INSULATION / [~ FRAMING [ ] FINAL REMARKS: ~~~~ DATE 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST FOUNDATION 2ND [~FRAMING [~ROUGH PLBG. INSULATION FINAL 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG, L ] FOUNDATION 2ND I?~"~NSULATION FRAMING [ ] FINAL DATE ~,/~-P/~" INSPECTOR &L~ ~ 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST i~ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING [ ~i~INAL 765-1802 FOUNDATION 1ST ~ ] ROUGH PLBG. FOUNDATION ~)ND [ ] INSULATION FRAMING [ ] FINAL Examined. ~'-~~ .I. 9., 19 .~.]. 'FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 765-1803 Received ........... ,19... Disapproved a/c ..................................... ~ ~/~°?/a~.~~ (Building Inspector) APPLICATION FOR BUILDING PERMIT Date .......... ' 19... INSTRUCTIONS )aT~t~ ~ a. This application must be completely filled in by typewriter or in ink and submitted to the BuildSng 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The Oork covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until ~ Certificate of Occupancy shall have been granted by the Building Inspector. 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. .~.iy.e.~s..i.d.~ .~.Om.e.s. znc. (Signature of applicant, or name, if a corporation) P0 Box 274 Riverhead, New York 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, ~chitect, en~neer, general contractor, electrician, plumber or builder. owner/builder fp Riverside Homes, Inc. Name of owner o remises .......................................................................... (as on the tax roil or latest deed) If applicant is a corporation, signature of duly authorized officer. S. Gordon President (Name and title of corporate officer) Builder's License No .......................... Plumber's License No .... 2040P Electrician's License No. 2697E Other Trade's License No ...................... 1. Location of land on which proposed work will be done....W/.S..J.a.cp.b.s' .b.a.n.e..8.1.1: .2.9.'..S./.O..Ng.v.t.h' ~.ayy.i?.w..~.e.a.~. Bayview House Number Street Hamlet County Tax Map No. 1000 Section 79 Block X .~. Lot 4.5 Subdivision .... .Crowley Estates Filed Map No. 8236 Lot 5 (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant land single family dwelling b. lntended use and occupancy .................................................................... 3. Nature of work (check Which applicable): New"Building ' x Addition ' ' Alteration Repair ............... ' Removal .............. Demolition .............. Other Work (Description) 4~ ',EstilBated Cost /~ ~' O ~ .......... Fee ~ ?..~..t~.'~. ~ eJ ~ (t filing thi ppli ) ,~.' :, ;, t, ~ o be paid on s a cation $. welling, number of dwelhng units ..... 9. ..... Number of dwelling units on each floor floor only If garage number of cars . 6. -If business, commercial or mixed occupancy, specify nature and extent of each type of use ..................... 7. Dimensions of existing structures, if any: Front ............... Rear .............. Depth ............... Height ............... Ndmber of Stories ........................................................ Dimensions of same structure with alterations or additions: Front Rear Depth .................. i .... Height ...................... Number of Stories ............. · -' 8. Dimensions of entire new construction: Front ..... 5J, '. Rear s.1. HeiSt 22 ', NUmber of Stories 2 9. Size of lot: Front ~.8. q :~.3. ..... Rear. 180.43 n,,,,h 5'6'9'.'1'g l0 - te of~rchase ~o,~ ....................... ~'" '~.Z ..... ; '~) .......... ua ~- ~ ' Name of Former Owner F..~.e.i.d.a. Crow e 1 1. Zone or use district in which premises are situated 12 Does proposed co struction violate any zonin law ........................................... ; ........ · n e . ordinance or remqation' no 13, Will lot be regraded .... yes ~ .................... Will excess fill be removed from premises: Yes No 14. Name of Owner of premises ,.~%'~,O%d.e...om.e.s... Address R±verhead NY Name ofArohitect . E.d.w.a.~.d. iWol£ersdorf' ' . Address Z~n~l~i6fi'§~l}~ ...... Phone No. 727-3395 Name of Contractor . .R.%v.?.s.i,d.e..H.o. ?s. ...... Address ti.{,~6Sfi&id ......... Phone No.'727-~39S' '9~7'gg~g ...... ..... , · ............. Phone No ................ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate ail set-back dimensions from property line~. Give street and bloc~ number or description according to deed, and show street names and indicate whether interior or corner lot. STATE OF NEW YORK. COUNTY OF .... .s.uL Pb? ..... s.s ELZZABETH A. CANNAZAR ..............................· ''''.. .... ..., . ..... being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. AGENT FOR OWNER?BUILDER He is the ................ (Contractor, agent, corporate officer, etc.) of said owner or owners, and is d :ly authorized to perform or have performed the said work and to make and ~e this application; that ail statements cot rained in this application are true to the best of his knowledge and belief; and that the work will be performed in the mare, .er set forth in the application filed therewith Swonl to before me this I ' / No, 6018900 , / (~ applicant) 4o.r Approval and Construct on foE Single Family Residences the ce~ditions set DWEI YEARS FROM DATE OF % AR~A: ~-,36 acres ( VACANT ) VACANT) s o~do~Ss o~ t~e Su~fOtk County Prepared in accordance with the minimum standards for title sur~ey$ as established h: the LLA. L.S. and approved and adopted for such use by The New York State Land Title A~:ociatian. SURVEY OF LOT 5 MAP OF CROWLEY ESTATES FILED DEC. I~, 1986 FILE NO. 8E36 A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. /000 - 79 - 06 - 4.5 Scale I" = 50' *~cl. 29,/987 Nov. 5, 1987(slk. foundalion~ ~r / SOUTH~D,~ 87 - 896 VACANT) n/oR?H ~A YVt~'l,y ( VACANT ) The ~age dis~N and w~ter su~ly f~il~ ~r ~ location have ~en instal by this ~pa~t ~ B.O.H. NO. 87 SO 157 CER T/FlED TO' FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK DIME SA VINGS BANK OF NEW ROBERT B. CONNEEL Y SHE/LA M. CONNEEL Y YORK SURVEY OF LOT 5 /~OAD q MAP OF ClEO WL E Y ES TA TES FILED DEC. 12, 1986 FILE NO. 8236 A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000 - 79 - 06 - 4.5 Scole I' = 50' 'Oct. 29,1987 Nov. 5, 1987(stk. fo,,ndotion. /V)Jon. 6, 1988 (u.c.) June 21, 19$8(ffnoU 87 - 896 MODEL VIDTH ~7 C)~'I/ / /~- CODE DESCRIPTION VA, NT/kGE ~_{(B) DASENENT (C) CRAVL SPACE (BO BI-LEVEL / IMO'nEL NAME If.O°PPer tubfng ~ m CONCRETEf ~..~.QT IN G / D, STL. PIPE COLUMN BASEMENT CONCRETE '~OTING MASONRY PIER CRAWL SPACE GIRDER SUPPORT DETAILS 1/4'=1'-0' HEADER~" FOUNDATION, FOOTINGS, & FLOOR BY OTHERS, '~ I I I' ................................................ -' ............................ '1 I I I I I I I I I I I ' I PLUMB£R CERT;,%?:"-*'ON I I ON LEAD CONTENT ~rORE I I I I CERTIFICATE OF OCCUPANCY I I I I I I I I I I I T~T ~- F ~ F--~ F--~ F-F~ F 9 F-'q F- ~ m-'q I I I ~ I I ~ I I ~ I I ~ I n-L~l I ~ ~ I ~ t I ~ I i ii L. . ~ L__d L._J L_.d I i _~ L .J L _J L._J II II I I ~ I I )CCUPANCY ' ,' I ~ ~ ~ OR , , " ~ ~ USE IS UN~WFUL ,' ' ' ~ ~ VflTHOUT C~RTIFICATE ' ,' I '? ~ ~ I l I I ~ I I I I I L ............................................................................. J I I NDTES L FOUNDATION DRAWINGS ARE NOT A DINDING DESIGN AND ARE PROVIDED ONLY TO SHO~ AN ACCEPTABLE MEANS OF SUPPORT AND SPACING OF MAIN GIRDER COLUMNS. ANY ALTERNATE FOUNDATION ACCEPTADLE TO THE LOCAL DUILDING OFFICIA¼ INCLUDING ANY PROVISION FOR BULK-HEAD EXITS, IS SATISFACTORY, P, SILL PLATE SHALL DE ANCHORED TO FDN. WALL WITH CORNERS AND ~ INTERVALS NOT TO EXCEED 3, THE FOUNDATION SHOWN IS NOT PROVIDED DY CBNTEMPRI HOMES INC, AND IS NOT PART DF STATE APPROVALS, THE FOUNDATION PLAN SHOWN IS FOR DASIC DIMENSION INFORMATION ONLY, 4, · SIZE VARIES PER STATE AND LOCAL REQUIREMENTS, 5, ~ THESE DIMENSIONS SHALL DE USED WHEN ENERGY PACKAGE IS APPLIED, G, A 32'x88' ACCESS DOOR & (4) lG'xl2' VENTS SHALL BE PROVIDED BY QTHERS ~/HEN CRAVL SPACE FDN, IS USED. 7. THE FDN, DESIGN SHALL DE BASED ON LOCAL SOIL CONDITIONS AND THE DESIGN SHALL BE DONE BY A P,E, BR REO, ARCH, LICENCED IN N,J, & COMPLY WITH ALL REQUIREMENTS OF N,J,A,C, 5,83-4.87(d), 8, THE FOUNDATION SHALL BE DESIGNED ~/ITH A MAX. SNOW LOAD OF 40 PSF FOR NY, lo,7 BASEMENT STAIR DETAIL DETAIL ;NTS LIGHT ROOM VENT CHART ARTIFICIAL LIGHT SUPPLIED MALTA DOUBLE HUNG WINDOWS TAG ROUGH OPENING UNIT NO LIGHT VENT SO,FT. A 30'x37-1~'4' '8444 4,31 8,36 53,8 B 38'x37-1/11,' 3814 5.9 3,$4 73,75 C 38'X57-1/4', 3884 10,88 5,38 187,75 B 48'X57-1/4' 3684 11,51 6.51 143,87 E 75-1/8'~57-I/4' TWIN 3884 80,44 10,76 855,5 F 97'x57-1/4' 1648-84 85,64 6.16 380,5 6 93'x58' 8'-0' BDWm 36,75 18,38 459,4 H 38'x65-1/4' 3888 11,58 6,41 144,87 J 46'x57-1/4' 4084 18.8 %19 160,0 ANDERSEN DOUBLE HUNG WINDOWS TAG ROUGH OPENING UNIT NO LIGHT VENT SQ.FT, A 30-1/8'X37-1/4' 84810 4,7 8,7 58,8 D 38-1/8'X37-1/4' 30810 6,3 3,5 78.8 C 38-1/8'X57-1/4' 3046 10,8 5,93 135,0 D 48-1/8'X57-1/4' 3446 1B}.l 6.61 151,85 E 75-3/4'X57-1/4 TWIN 3046 81,6 11,8 870,0 F 97-1/8'X57-1/4' 18-4446-18 86,4 6,6 389,8 G 97-1/8'X48-1/8~ C 44 BOW 36,8 18,4 460,0 H 38-1/8'X65-1/4' 30§8 18.6 6.89 157.5 J 46-1/8'X57-1/4' 3846 13,4 7,3 167,5 · REUTEN KLEIN DOW WIND0W DDrlR SCHEDULE TAG WIDTH X HEIGHT REMARKS I 3'-0' x 6'-8' STL, INSUL. 8 8'-B' ~ 6'-8' STL, INSUL, 3 8'-8' x 6'-8' STL, INSUL, 3/4 HR. FIRE RATED 4 3'-0' X 6'-8' STL. INSUL. W/I 14' S~DELJGHT S 3'-0' x 6'-8' STL, INSUL, W/8 14' ~?n~l ~GHTS 6 5'-4' x 6'-8' STL,' INSUL. DOUBLE 8'-8' 7 5'-0' x 6'-8' SLIDING GLASS 9OCR 8 6'-0' x 6'-8' SLIDING GLASS DOOR 9 8'-0' x 6'-8' SLIDING GLASS DOOR 10 8'-6' x 6'-8' HOLLOW CORE 11 4'-0' x 6'-8° WOOD DI-FDLD DDUDLE 8'-0° 18 8'-0' x 6'-8' WDD:D BI-FOLD 13 5'-0' x 6'-8' WOOD BI-FOLD DOUBLE 8'-6' 14 8'-6' x 6'-8' WOOD BI-FOLD 15 8'-0' x 6'-8' HOLLOW CORE MALTA DOUBLE HUNG WINDOWS ANDERSEN DOUBLE HUNG WINDOWS DENOTES LOCATION FOR INSIGNIA DF APPROVAL U.L. APPROVED SMOKE DETECTOR ( AC-DC POWERED IN CONNECTICUT) WHERE APPLICABLE U,L, APPROVED SMOKE DETECTOR LOCATED ON CEILING AT DASE OF STAIRS (DH SITE DY OTHERS) ~ 88 1/8' x 30' ATTIC ACCESS FLDDK 'FL&N MDDELi VANT~OE DEALER: iD CUSTOMER, SIGNATURE If copper tubing is used for water distributing system; piping shall be of types K or L only UNIT ND, J SHEET2 of FRONT ELEVATION '~ SIDIND DELETED SITE BY OTHERS) LEFT ELEVATION RIGHT ELEVATION B B B DELETED] REAR ELEVATION OCCU?/~',aC'/OS USE IS ~'" a~,~:~ WITHOUT CERT~F~C~'FE OF OCCUPANCY J ALL VENTS THROUGH RODF SHALL DE 3' IN DIAMETER, AND SHALL TERMINATE A2DVE RDDF LINE A MINIMUM DF THE FOLLOWING, MASSACHUSETTS RHODE ISLAND 18' D.D,C.A. CONNECTICUT NE~/ JERSEY NEW YORK HOUSE DESIGNED WITH A MAX. SNOW LDAD DF 40 PSF. If copper tubing is used for Water distributing system; piping shall be of types K or L only UNIT ND, 15- 12Z2-15 SHEET NO, CRAWL NT$ SPACE OPTION 01~ 51TE I~Y 0~'H~.IAA. TH~, C0UNDATION ~W~ i~ OL~ ~ MRI~ Nt'¢£$SARI AD,)'u~rMNTs /g /"/.WOT rMI LOSS SUPPLY 'i~/~5~iSgI~TU/HR Z~, 910 BTU/HR LEGEN~ CH~NEY FLBDR CAVITY FRAMING INSIDE AIR FILM O.DE O,DE 3/4' PLYWOOD GECK 0.93 0,93 G' INSULATION 19.00 3-1/R" INSULATION 13,00 I KIT~kIKKI I "- I I HYp OlqlC HEAT 'PL NJ 1/~' GYPSUM DATT INSULATION EXTERIOR SHEATHING- RIGID INSULATION-- EXTERIOR SIDING-- U-VALUES DENCHMARK DOOR ,069 SL~[RS ,49 0,5 CFM/LF OF CRACK, SLIDING GLASS DOORS MEET MAX. INFILTRATION OF types UNIT ND, SHEET NO, 5 of NOTES 13. I%.LA. PPLIOABLE, ELECTRIC HEATERS AND INSTALLATION CONFQRM TO STANDARD 1042 AND NE~/ YORK BUILDING COB~ SECTION tO00 2F-B. 14. IF APPLICABLE, ALUHINUH SIDING TO DE GRDUNDEB DN SITE BY QTHERB MASTE-F~ B,P RM F DY OTHERS LJNDERGRfiUND SERVICE BY OTHERS OTHERS OVERHEAD SERVICE BY OTHERS CIRCUIT LEGEN___~ __ N* SERVING VdLT ~/IRE /~REAKER HALL BU, ~M ~ 3 L_ VIl'd(J ~25A ELECq~-,Id--AI- WIP-.IMG PLAN CIRCUIT LEGEND ELECTRICAL SYMBOLS HOME RUN TO ENTRANCE PANEL E.T.A.CE PA.EL EXCEPT FOR CRAWLS u.~. APPROV= ~.OME DETEOTOR I~I...iP J ~I ,~ SMOKE D~TECTOR (FIELD INSTALLED) L,O,T ~,XTURE ~,VE.TED ~A. I r~NI ® RCCEPTICAL, DUPLEX RECEPTICAL, FLOOR LIGHT OVER LAV SHEET60, ' .' "I..,,'"~ "~ ~ -' VALVE ROOF LINE ' ', , ,, SYSTEM ~P --DRAIN COCK WATER NTS SUPPLY WATE~ SUPPLY PIPING NO. ' DESCRIPTION (~) ~" 90o ELL (~) ~" ~0° ST. ELL (~) 3/4" 90o ELL ~ 3/4" x ~" x 900 ~LL ~ 3/4" x 3/4" x ~" TEE ~) 3/4" TEE ~) 3/4" MPT DRA_I.N, WASTE _& VENT ~I~ING 140. DESCRIPTION (~) 1¥' 45o ELL (~ lS" ~0° EL~ ~ 1~" LONG'RAD. TY ~ 1~" SAN TEE ~ 1~'[ TEE ~ 1~" x i~",PJT~P W/UNION ~ 1~" P-TRAP W/UNION ~ 2" 450 ELL '~ 2" 90o ELL ~ 2" ~ONG RAD TY ~ 2" SAH TEE ~ 2" P-TRAP W/UNION ~ ~]~' LONG RAD TY ~ 2" CLEANOUT FTG. W/PLUG ~ 3" 45o ELL ~ 3" 90o ELL ~ }'Jx3"x2" LONG RAD TY ~ 3" LONG RAD TY ~ J"aO' tONG ~aN ELL ~ 3" 450 WY~ y~ ma~ ~ 3" DBL LONG TURN TY ~ 3" TEE ~ 4" CLOSET FLANGE ~ 4"x3" 90o CLOSET ELL ~ 2x2x2xJ DBL. FIX. FT~ ~ 2 ADAPTER LEGEND COLD WATER LiNE HOT WATER LINL SOLID WASTE ..... VENT LINES ~ FIXI'URE S~UT-OFF VALVE *l. ALL VENIS TH'ROUGH R~F lO BE 3" DIA. AND TO TERMINATE ABOVE ROOF A ~INIMUM Of. '- lB' NJ - 6" CONN. - )6" RINy '- 6" MASS - 18" BOCA. - 112'' 3. ALL PiUMBING TO BE IN ACCORDANCE WITH APPLICABLE STATE CODES. 4, ST~DARD D~IN LINES lO BE ABS SCHEDULE 5, ANTI-SCALD MIXING VALV~ MFG, MOEN MOOE~I?O- 6. SHOWER HEAD 3 G.P.M. ~X. MFG. MOEN FIODEL~A6~--~A(-')U'I~I~ 7. WHEN DISHWASHER IS PROVIDED, D~IN LINE AND P-T~P ARE 2" MIN. DISHWASHER SHALL DISCHARGE IHROUGH AN APPROVED AIR GAP, 8. WATER HEATERS HAVE ADJUSTABLE TEMPERATURE CONTROL AND NEET 4 WATIS PER SQ. FT. MAX. STAND BY LOSS. ' z 9. ALL HORIZONTAL RUNS SHALL BE SUPPORTED 48" D.C. HAXINUM. lO. ALL HORIZONTAL RUNS SHALL HAVE A UNIFORM SLOPE OF ¼" PER FOOT TOWARD DRAIN. o 1I. ALL WATEB SUPPLY PIPING SHALL BE SUPPORTED 48" O,C. MAX. 12. ALL VERTICAL TO HORIZONTAL CHANGE OF DIRECTION SHALL BE THROUGH A LONG TURN l-y OR COMBINATION WYE AND l/B BEND WITH THE EXCEPTION OF THE WATER CLOSET IUN,~ NO1 l~P ARM WHICH SHALL BE AN EXT~ LONG TURN 900 ELBOW. ,TY~ICA,L_ 13. ALL HORIZONTAL TO V£RT)CAL CHANGE OF DIRECTION SHALL BE THROUGH A SANITARY TEE OR WHEN (2) FIXTURES ENTER A VERTICAL STACK AT THE SAME LEVEL, AN APPROVED DOUBLE FIXTURE FITTING SHALL BE USED. 1~, ALL HOR'IZONTAL TO HORIZONTAL CHANGE OF DIRECTION SHALL BE THROUGH A LONG TURN T-Y OR C~BINATION WYE & 1/B BEND.