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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27614 Date: 04/09/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3495 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 128 Block 3 Lot 12.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 25, 2000 pursuant to which Building Permit No. 26774-Z dated SEPTEMBER 12, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE & COVERED FRONT STOOP AS APPLIED FOR. The certificate is issued to ROGER YOUNG (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0036 03/09/01 ELECTRICAL CERTIFICATE NO. N-553229 03/13/01 PLUMBERS CERTIFICATION DATED 03/08/01 WM. SCHWARD PLUMB.& HEAT. Aut'-do-rizect Signature Rev. 1/81 ING BUILDTOWNDEHALLTMEN� 765-1802 APPLICATION FOR CERTIFICATE:, OF ,OCCUPANCY j A. This application must be filled in by typewriter L44:��k and--submitted•La the buildin; inspector with the following: for new building or new use: 1 . Final survey of property with accurate location of all buildings, property lines streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildi 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. n B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings ai "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Bus;.nesses $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 i / Date .3.. ' 1 New Construction. .►!. . . . . . . . Old Or Pre-existing Building. . . • • • Location of Property. . .� . .. . . . �.C ?r./.0 . �J.4� House No. StreeiY Hamlet AA � Onwer or Owners of Property. .M Q/.�.2.i. . . .C?m�5,,. . !L�. y. . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. .«F . . . . . . .Block. . . Q.�. . . . .. . . .Lot.�a E D�. . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No a�774- .Date Of Permit _ 'V `✓ . .Applicant. .9Q qe r. .l 6Y4.L.n.�. . . . Health Dept. Approval. . . . . . . . .V. . . . . . . . . . . . . . .Underwriters Approval... . . . �,(. . . . . . . . . . . . . . PlanningBoard Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . .�. . . . . Fee Submitted: $. . . . . . . . . . . :. . . . . . . . . . . . . . . . \ . . . . . . . . . . �• . . . . . . . . . . . . . . . • Ki� T " cam, s9 2�� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26774 Z Date SEPTEMBER 12, 2000 Permission is hereby granted to: ROGER H YOUNG 7364 HARBOR HILLS DR HAYES VA, 23072 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE & COVERED FRONT STOOP AS APPLIED FOR. at premises located at 3495 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 128 Block 0003 Lot No. 012 .004 pursuant to application dated APRIL 25, 2000 and approved by the Building Inspector. Fee ; 516 .40 tp Author' d Sign ure ORIGINAL Rev. 2/19/98 FO[��oGy o = Fax(516)765.1823 Town Hall,53095 Main Road cn r" Telephone(516)765 -1802 P.O. Box 1179 `'p `V 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: ') — Building ATE: ') _Building Permit No. �T Owner: (please print) Plumber: ease p►` A^ (plrint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu a i nature) 9 Sworn to before me this I I day of p C' Notary Public, s County LAURA HOGAN NOTARY PUBLIC,State of New York No.500961 Qualified in Suffoi:; ;ounty Commission Expires Marcn 0 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS i ,DATE � � INSPECTOR �� suiwINa oar. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS ,DATE 3 y3 0 INSPECTOR ''^Zj a� 77 � BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REM RKS: ,DATE � �� �� INSPECTOR -,,/L 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: 41,0 ''� W ,DATE � eylo-�r INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ vj'ROUGH PLBG. [ �NDATION 2ND [ j INSULATION [ ING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: 4-2254 iJ ,DATE I INSPECTOR t4 T6S-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: T ,DATE INSPECTOR - , M-isoz BUILDING DEPT. INSPECTION [ ] FO�IINDATION 1ST [ j ROUGH PLBG. [ ✓f FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: � L ,DATE L INSPECTOR ''~6j BUILDING DEPT. INSPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE 8 CHIMNEY REMARKS: ,DATE INSPECTOR 1 ' - ,4M ►� ✓ I i / ,- • - - - -- -- -- -- - pill J r } � ' TIDE ;NEW YORK BOARD OFA FIRE UNDERWRITERS , 1035137 , BUREAU OF_;ELEIT i CTRICX `,40 FUL'TON;BTREET,:NEW YORK, NYr 10038 Date MARCH °13,2001 lication No.on le"., -�:7742 11759601/01 -, 553229 ', ,` .` 6 THIS�GERTIFIES:THAT . , �� � '�- '�PERMIT `NO only the eketrieaI equipment as described below and introduced by the applicant named on the above application number is in the premises of,. MANZI.HOMES,' ,3495 ' GREAT PECONIC BAY BLVD, LAUREL, NY in the following location; ®,Basement._ ® Ist Fl. ® 2nd Fl. `GAR/ATTIC/OUT Section Block Lot was examined a.. .MARCH .13 F 20@1 and found to be in compliance with the National Electrical Code. FIXTURE -+ FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENd FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT.' K.W. AMT.: H.P. 48 47 40 sf 1 48 I _ 3 F ','DRYERS FURNACE MOTORS ° FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNITHEATERSMULTI-OUTLET DIMMERS °_ AMT W.,_' ;0 . SYSTEMS . GH. . . A.W. AMT. TRANS..K L NO.OF FEET AMT. WATTS .IA �F :1 . D/W 112Y 4600 SERVICE DISCONNECT I4o."OF I S aE R V I C E ER NO.OF CC COND. A.W.G. "A.W.G. A.W.6. AMT."7 TYPE EQUIP 1,�,2W 1/,SW 3 R SW S 4W PER• Of CC.GOND. NO.OF HI•lEG Of HI-LEG NO.OF NEUTRALS OF NEUTRAL �1. �} 200 CB ITS X 1 2/0 1 2/0 OTHER iLF�ARATU3: , , 6211) TECTORS-2 jai 1f � #r � � z ! ' G FtC,�LI �� SMOKE'DETECTOR 6 „ _ATE ELECTRIC INC. LIC #3992E 12iMONROE'STREET 4` '=ROCKY--PO NT; "NY '11778 I GENERAL MANAGER 11 � Per 9. Thlt certlflcat jn6it nofpbEi.�itad In,griy manner return to the*Bice of the Board if Ir30orr�ctrv�nSpecforaiTTc� �aheirecredentidls ¢ . March, 24, 2001 Town of Wouthold Building Department Town Hall Southold, New York 11971 Re: 3495 Peconic Bay Blvd. Laurel, New York Permit # 26774 Z To Whom This May Concern: My name is Veronica Matovcik, I am the future homeowner of the house at 3495 Peconic Bay Blvd., in Laurel. I am writing to you to state that I will be doing the walkway and landscaping at the said location. I will make sure that all ground level risers are equal to the rest of the steps. Thank you for your attention to this matter. Thank you, Ronnie Matovcik cs [y) C) LAURA HOGAN NOTARY PUBLI 50 ate of New Yak No,Qualified in Suffolk County O7 O U 3 Commission Expires March 15, JEFFREY T. B UTLERy P. E. 20 OVERHILL RD. - SHOREHAM, NEW YORK 1 1 7BG 51 8-B2 1 -8850 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS August 30, 2000 Town of Southold Building Department Re: Manzi Homes Peconic Bay Blvd., Permit#26774Z Dear Sirs: Please note the following concerning this application: • I have reviewed foundation as built with the exterior piers and I am satisfied with this amendment to the filed plan. Please call if you should have any additional concerns about this application. cerely, —N OF NEyr Je er, P.E. y r ; SSIOHP�' S --s Aug-25-00 11 : 14A GARY FLANNER OLSEN ,ESQ . 516 734 7712 P .03 r Al'I'll—Al S BOARD tilt{MBERS OgtFF0t Southold'lbwn Hall Gerard P. Goehringer, ('Iruirman 53095 Main Road James Dinizio, Jr. va � P.O. Box 1 179 Lydia A.Tortora r ` Southold, New York 11971 I..ura S. Collins y'�0 ao�`.s ZBA Fax (631) 765-9064 George florning 1 l�I }i3' Telehhont.(631)765-1809 r`�,ciz'sx HOARD Or APPEALS 'TOWN OF SOU'THOIA) FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF AUGUST 10, 2000 Appl. No. 4847 — ROGER H. YOUNG 1000-128-3-12,4 STREET& LOCALITY: 3495 Peconic Bay Boulevard, Laurel DATE OF PUBLIC HEARING: August 10, 2000 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The subject property is a vacant lot shown on the Minor Subdlvislon Map of Cecil T. Young signed by the Chairman of the Southold Town Planning Board on September 15, 1969. The lot waiver request is for a lot of 21,536 sq. ft. This lot has a 200 ft. frontage along the northwest side of Peconic Bay Boulevard, Laurel. The adjoining lot (currently CTM#12.5; Lot #2 on the Cecil Young Minor Subdivision Map is 20,920+- sq, ft. with 153 ft. of lot frontage BASIS OF APPLICATION: Article II, Section 100-26, based on the Building Inspector's June 22, 2000 Notice of Disapproval stating that lot 12.4 and 12.5 merged under Article ll, Section 100-25A. RELIEF REQUESTED: Applicant requests a Lot Waiver to unmerge CTM Lot 12.4 from CTM No. 12.5. REASONS FOR BOARD ACTION. DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1, CTM Lot No. 12.4 was part of a large farm owned by the Young Family for many years. 2. In 1969, an application was filed and approval received for a Minor Subdivision referred to as the"Map of Cecil T. Young"consisting of three lots. Two of the lots (Subdivision Lots 1 and 2)are identified on the County Tax Maps (CTM) as 12.4 and 12.5. At this time, the minimum zoning requirements was 12,500 sq. ft. for new lot creations. CTM Lots 12.4 and 12.5 each exceeded the minimum lot size requirements. 3. During 1988, Roger Young acquired Lot 12.4, and Susan Pauley acquired Lot 12.5 and continue separate ownership today. 4. Both lots have been treated physically as separate properties and separate ownership prior to 1988, 5. About 1995, the Town enacted Article II, Section 100-24, Lot Creation, and Section 100-25, with regard to nonconforming lots. A Lot Waiver procedure was also enacted for lots which receive a merger determination for any time period after 1983. 6. Waiver of the merger will not result in a significant increase in the density of the neighborhood 01 Aug-25-00 11 : 15A GARY FLANNER OLSEN ,ESQ . 516 734 7712 P .04 r Page 2--Augusi 10, 2000 Appl. No. 4847 - R. Young (128-312,4) Southold Town Board of Appeals 7. Waiver of the merger will recognize lots that are consistent with the size of lots in the neighborhood. The lots are similar in size to other lots in this neighborhood and conformed to the code requirement at the time of their creation. 8. Waiver of the merger will recognize the original lot lines (outer perimeter) set forth on the Minor Subdivision Map of Cecil T. Young (1969). 9. The Board and applicants understand that any future construction will be subject to reviews by other appropriate agencies. 10, if the merger is not waived, the applicants will not be able to use their lands for a single-family dwelling. $ESOLUTION/ACTION: On motion by Member Tortora, seconded by Member Collins, it was RESOLVED, to GRANT the Lot Waiver, to unmerge County Tax Map Lots 12,4 and 12.5 as applied for. VOTE OF THE BOARD: AYES: Members Goehringer, Tortora, and Collins. (Member Dinizio was absent due to illness. Member Horning was absent during this resolution.) This Resolution was duly ADOPTED (3-0). , ll GERARD P. GOEHRING CHAT AN Approved for Filing STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ��� ) ;,�eing duly sworn, deposes and says: i-hat deponent Is over the age of 188 years, and resides at That on the /?' day of deponent, being the architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR). ct ec ngineer Sworn to before me this IV day of C-fe-�R fav®v Pp Q � otary Public _U LAURA HOGAN NOTARY PUBLIC,State of New York No.5009611 Qualified inSuffolk Countya U Commission Expires March 15, cc: applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; June 22, 2000 TO John Guido PO Box 702 Rocky Point NY 11778 Please take notice that your application dated April 25. 2000 For permit to construct a one family dwelling at Location of property 3495 Peconic Bay Blvd Laurel County Tax Map No. 1000- Section 128 Block 3 Lot 12.4 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds; proposed construction not permitted pursuant to Article II Section 100-25 which states; Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. Subject parcel has merged with lot to northeast SCTM# 1000-128-3-12.5 cv-e� Authorized S na ure BOARD OF HEALTH "! APR 2 5 FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . c��� + _ TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . .. . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . Z7,f . . . . . . . . . .. . Examined.. .. ../Z MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved ..:. ., Permit No. <Rk.7 7 V-- ................................... Disapproveda/c .................................. I ................................... ...................................................... .•••(Building•I. •tor)--- •• APPLICATION FOR BUILDING PERMIT a 2 00 O INSTRUCTIONS a. This application mast be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 mist be drawn on the diagram which is part of this application. c. the work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector %,rill issue a Building Permit to the applicant. Such permit shall bekept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY Mfg 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, o building code, housing code, and regulations, and to admit authorized inspectors on premises and in bu' ng r ry inspections; n ... ignature.-f applicant,'or name,•if•a corporation). (Mailing address of applicant) 1-7'1 State whether applicant is owner, lessee, agent_, architect, engineer, general contractor, electrician, plumber or builder ............aLkkld�r.�.D.1.u(Ir................................................................................. Name of owner of premises ..1..lGtClI..GT.O ? . .1-1:1. :......................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ..CTP.hn.�u►d o.,..Y.t��:...P.re�►.de.ri.f:..... (Name and title of corporate officer) BuildersLicense No. .......................... Plumbers License No. .. 9 3.9.-.P........ Electricians License No. .39.9.a.- E...... Other Trade's License No. .................... nn 1. Location of land on which proposed work will be done......J'.PLPf.L1.C,,.. C��Y...��:��.�... �•r��.)....... .............INeW_YorK........................................................................................... Haase Number Street Hamlet �y County Tax Map No. )000 Section ...I 2$........ Block ..Q3.......... Lot ��.:�.�.1..... Subdivision .... /..�............................. Filed Map No.ICcnt.WGU:l154 lot .��......... I (Name) 7-000 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...Ya.CQ e3. ...LA�1I.J............ ........................................ b. Intended use and occupancy ...1.n AA M, I Iq ...1.�s J d.C.R C.1� ............................... Nature of work (check which applicable): New Building ... .. Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work ... (Description) Estimated Cost ..A_- ::�v.... .............................................. fee .(to be paid on filing this application) If &-elling, number of dwelling units .....I...... Number of &el.ling units on each floor ................ Ifgarage, number of cars .........I............................ If business, commercial or mixed occupancy, specify nature and extent of each type of use....nCL........... Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. lieiglht ......................... Number of Stories ..... '............... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... Dimensions of entire new construction: Front .. .�?C? Rear Depth a 22 I .. ... .... ...... .............. Height ...........V.,3......... NLmber of Stories ..... _ ........ /[� Size of lot: Dont ..................... Rear ...e��:......... Depth ...1..7..�:.. .�.. ). Date of Purchase V CLM .3.�QC's0 Name of Former Owner ...... . L41 ...................... I. Zone or use district in which premises are situated .............................................................. ?. Does proposed construction violate arty zoning law, ordinance or regulation: ........................ 3. Will lot be regraded ..................11 Will excess fill be removed from premises: YES NO q I . Names of Owner of premises -Maa _ �7.amas...... Address P 0•134X.70.2y.R.R.Tr .... Phone No.7�#�►:-1 Q3.9 Name of Architect :l�,C:....... Address P•Q:.J9.0-4.63!�.j.456.0rt Ptnorie No.;5217. 5.-P f Q Name of Contractor .7 tt.n:7—f...F6] P_!� ....... ... Address P., X..7D2,,.C1Q ,.PTPhone No_7!*1.-j.9.3.. i. Is tlhis property within 300 feet of a tidal wetland? * YES_ ........ ND .X..... *IF YES, SOU IUD MM TFd1SIl1?S PERMPf MAY BE RECD FII PLOT DIAGRAM i locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions ,nm property lines. Give street and block ember or description according to deed, and show street names and 'fadicate )ether interior or corner lot. r %1111 OP NW YOW, JUNLY (Tl: ..w� L�c�J A� ...... SS Sc� C7 c..e'C� U ................ ............. ....n......................................being (July sworn, deposes and says that he is the applicant tare of individual signing contract) rove named, isLhe ............GO h�^ta C+73 .................................................................. (Contractor, agent, corporate officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this mplication; that all statements contained in this application are true to the best of his knowledge and belief.; and hat the work will be performed in the manner set- forth in the application filed therewith. horn to before me this .......!7........day of ...G_ja ...-f�l.a UU V Notary Public ... ..... .. ...... •(Situne of•Applicant)•..••.'•."" I 'LAURA HOGAN NOTARY PUBLIC,State of New York. No.5009611 Qualified in Suffolk County Commission Expires March 15p oo TEST HOLE (N.T.5.) BROWN, LOAMY SMOLK CGb11r'V DEPAR'� kr—AJ—TH SMVICES SAND -3' - VS�. X"TON FOR A ,NCZ%)NLY PALE -' o-ALL' BROWN FINE SAND 17' - 0 ,IDA7F CIF APPRO"hkL DELMAR DRI VE S.C.D.H.S. ENDORSEMENTS 1O j2-1 1 00 te Ch 101.5+ el (0 41 101.1 a.cr ot ARM 101.8 .7 C� u S18*J,6'20"E amp 0 23.98' C) �--(-"A N T 0 Q) + i0o.5 C,4 r< LIL I LIL 3va IL 2 WINES 0 +100.8 +99.j DRIVE i'± N. VACANT AREA: 21,540 S.F. = 0.484 AC. ELEVATIONS ARE -IN ASSUMED DATUM. NO SURFACE WATER LULENT WITHIN 300 Far ADJACENT DWELLINGS SERVED BY PLELKW TER. CERTIFIED TO: - SURVEY OF MANZI HOMES, INC. DESCRIBED PROPERTY S1 TUA TE AT- EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED LAUREL ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES Al- THE TIME OF THE SURVEY. l TOWN OF SOUTHOLD GUARANTEES INDICATED HERFON SHALL RUN ONlY TO T"r- PERSON k/0-/I COUNTY, IVLW MURK WHOM ML SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SCALE 1 "=,50' DATE JANUARY 18, 2000 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES To THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING S.C.TM. DIST. 1000 SEC. 128 BLK.03 LOT 12,004 WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. A JOB NO. F2 REVISIONS.- 595 IL H © NEW TEST HOLE 0311512000 YIN 2 h way Ha on Ba N.Y 46 A (631) 8-5330 .Q Marc E. Charest, L.S. AND Successors to Sm Paul T Caddlizo, L.S. Robert A. Kart, L.S. cense no. 050149 God Ground Surveyors, P.C. DELMAR DRIVE i i 0 t 101.5 101.1 O Oyy�-wJJ O ,0 !L > 101.810 7 Q o S 18'3,6'20"E o F 0 0 23.98' s�oG2o �y� L z O, ° o O �� 100.5 2 wrRts — v P +100.8 ORlVE r e AREA: 21,540 S.F. = 0.484 AC. CLEARING LIMITS: 6,902 S.F. = 329" CERTIFIED T0: MANZI HOMES, INC. SURVEY OF DESCRIBED PROPERTY I i SI TUA TE A T iI EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED LAUREL ! ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT TTOWN OF SOUTHOLDTHE TIME OF THE SURVEY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR SUFFOLK COUNTY NEW YORK WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM— ' PANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE > NOT TRANSFERABLE TO ADDITIONAL INSHTUTIONS OR SUBSEQUENT OWNERS. SCALE: 1 =50DATE: JANUARY 18, 200:) THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO A THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE— FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING S.C.T M. DIST. 1000 SEC. 128 BLK.03 LOT I? ( ; WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. JOB N0. F2595 �n � U�/ REVISIONS: of Oft NEW TEST HOLE 03/15/2000 * C REV. PROP. HSE. 06/06/2000 132 O t h way ADD REAR SETBACK 6/21/2000 # '` R E Ha 'on Ba ", N.Y. 46 1 STAKE FOUNDATION 9/23/2000 r (631) 8-5330 x e,N Marc E. Charest, L.S z Successors to Paul T. Conalizo, L.S. Robert A. Kart, L.S. license no. 050149 Good Ground Surveyors, P.C. SERVICES 7 FOAUXR imm bean wid found to 41 DELMAR _DRI i VE 101.5 + PS� �1 -���s� 6, 101.1 J�/ C3 63 101.8 CdL 100.7 -p C 28.5 Q: S18. J;6 20 E ko 2,3.98' '6� CC Q) 100.5+Cr zt N r< r'ZN LIL 1 QVKRH _ WIRES 100.8 0 W7 + 9.3 DRIVE OFFSETS TO FOUNDATION. AREA: 21,540 S.F. = 0.484 AC. CLEARING LIMITS: 6,902 S.F. = 32% CERTIFIED TO: SURVEY OF VERCONICA E M4TOVC1K GERARD M. MATOVC1K DESCRIBED PROPERTY ABN AMRO MORTGAGE INC. ALLSTATE ABSTRACT CORP. S1 TUA TE AT EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED LAUREL ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF 77-IE SURVEY TOWN OF SOUTHOLD GUARANTEES INDICATED HEREON SHALL RUN ONLY To THE PERSON(S) FOR SUFFOLK COUNTY, NEW YORK WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM— PANY GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDIT70NAL INSTITUTIONS OR SUBSEQUENT OWNERS. SCALE: 1 "--50' DATE: JANUARY 78, 2000 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES To THE PROPERr,' LINES ARE FOR A SPEC1,r7C PURPOSE AND USE AND THERE— FORE ARE NOT INTENDED TO GUIDE THE EREC77ON OF FENCES, RETAINING S.C.TM. DIST 1000 SEC. 128 BLK.OJ LOT 12.004 WALLS, POOLS, PATIOS, PLANTING AREAS, ADD177ONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. JOB NO. F2595 . . ........ REVISIONS: ............................ • ------ NEW TEST HOLE 0JI1512000 REV. PROP. HSE. 0610612000 132 h way ADD REAR SETBACK 612112000 STAKE FOUNDATION 912312000 Ha on N.Y 46 6 1 —5330 FINAL 03I0212001 ADD CERTS 03I0812001 Marc E. Charest, L.S. Successors to Paul T Conalizo, L.S. Robert A. Kart, L.S. L license no. 050149 Good Ground Surveyors, P.C. Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/25/00 Receipt#: 7746 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 7746 Total Paid: $10.00 Name: Manzi, Homes Inc 12 Monroe Street Pob 702 Rocky Point, NY 11778 Clerk ID: HELENEH Internal ID:9446 BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: Reviewed: Architectl Date Engineer: —C�W — Submitted: SCTM#: ` District: 1.000 Section: Bock: Lot: 1�� Project Subdivision Location: Name: .. w-40f�- Single&separate Required certification: (Yes/No) Req. u Req. 17 Zoning District: 7"v [Lot size: O Actual: < [Lot coverage Proposed: r Reqs Req rs / Req / [Front Yard Q Proposed: ] [Side Yard _Y— Proposed: 1 [Rear Yard Proposed: Project Description: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO Y,ES/ Number Suffolk County Health Dept. 00—00 3 Y New York State D. E. C. Town Trustees 1/ Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: � �'3 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 03/28/01 Receipt#: 10449 Transaction(s): Subtotal 1 Septic Permit-Operation - Resid. $10.00 Check#: 10449 Total Paid: $10.00 Name: Manzi, Homes Inc (79-3-29) Pob 702 Rocky Point, NY 11778 Clerk ID: JOYCEW Internal ID:29121 t b WOOD FRAME CHIMNEY WITH VINYL SIDING ASP14ALT ROOF SWING= TOP OF PLATE — z 12 O VENT 2 SQ.FT, 10 ADJUST OH TO ALIGN TOP OF SUBFLOOR — FASCIA- TOP OF CEILING VINYL SIDING OYP 4"XX4°TURNED PORCH POST ® ® p TYPICAL ® ® u TOP OF SUBFLOOR — GRADE m TOP OF FOUNDATION — GRADE I I i I I I I I = I I I I I O 1 I I I I "• I a" PC.,FND.WALL 1 _I, _ _ _ _ _ _ _ _ _I 1 ON 16" X S° PL.FTC,. I 1 I _ 11 _ I I I — 7 — I I I — 7 — I I — 1 — 7 — 1 1 I 7 — STEP FTG 30 DEG MAX (n'� I 1 _ 7 _ TOP OF FOOTING — r — _ r. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. _ r - - _ _ _ — _ r. _ , _ 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. _ _ _ _ _ _ — _ _ — _ __ _ Q FRONT ELEVATIONLn o o '= o N 1[ S7�NERAL NATES: N 1. All work shall be performed in accordance with all state, municipal, local zoning and building codes and ordinances having jurisdiction and best standards of construction practice. The �' X � American Institute of Architects Conditions shall apply to all work performed on this project, C - O LLI 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brought to m Z the attention of the Engineer prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work except for hidden job 12 conditions. ll 3. Contractor shall guarantee to the Owner that all materials and equipment incorporated in the 12 01 work will be new, and that all work will be of good quality, free from faults and defects for a period of one year from the date of the final Certificate of occupancy. APPROVED AS NOTED 44— 4 The Engineer shall net be responsible for the construction means, methods, techniques, sequences or procedures,or for the safety precautions and programs In connection with the DATE. I 00 g,p N2 work, and he shall not be responsible for the contractors failure to carry out the work in FEE:. <7fL yD BY: ENGINEER' accordance with the construction documents. The Engineer shall not be responsible for the NOTIFY BUILDING DE ASN ENT ATKEE — TOP of PLATE acts or omissions by the contractor. No changes shall be made in the documents and/or the 766.1802 9 AM TO 4 PM FOR THE OF NEW��9 building as designed without the expressed written consent of the Engineer. FOLLOWING INSPECTIONS: PAT ROOF a YP 5. The contractor and all subcontractors shall maintain continuous Insurance coverage 1. FOUNDATION • TWO REQUIRED FQw T BGTI,,,�* including statutory policies (Worker Compensation,etc.)and general liability in an mount not FOR POURED CONCRETE less that$6 million and automobile liability and damage coverage not less than $2 million. B.IL ROUGH - FRAMING & PLUMBING UGH F w , The Engineer shall be a named Insured on any and all policies. FINAL • CONSTRUCTION MUST O� m 6. Provide 0.035"aluminum termite shields over fibrous Insulation at all perimeter sills. BE COMPLETE FOR C.O. N 0 �a�'• 7, AH Wood In contact with concrete or masonry to be Woimanized or pressure creosoted. ALL CONSTRU B. A single station smoke detector alarm device shag be Inst0tied In each bedroom, on all THE REQUIRE ROFES IONP���� floors and shall be all,interconnected per code. 0TATE CON57 JE ��Y .BUTLER,P.E. 9. All bathrooms without operable windows to be mechanically ventilated as per Now Yorir CODES. NOT _ — TOP OF 5UBFLOOR State Code. CESIGN OR CO TOP of CEILING J 10. Heating to be designed to provide 70 degrees F.with outdoor designed air-temperature of 0 — degrees F. and 15 MPH wind. o 11.A11 electrical work to be in accordance to the rules and regulations of the N.Y.B.F.U. and a ' ~ N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. 4"X4" TURNED U m PORCH POET 12. Plumbing Installation to comply with State and Local codes and the sewage disposal systemTYPICAL } to meet Health Department standards. o O Z O UL m m 13. Do not scale drawings. Use figure dimensions only. j 14. All work to conform to the rules and regulations of the New York Energy Conservation OCCUPANCY 0 U Ej Ej 6 Construction Code. All glazed area to be double glazed and all exterior doors to have USE IS UN VINYLSIDING YP zRT ~ insulated cores. 15. The Insulation protection as indicated on these plans exceeds the Code's minimum WITHOUT m - TOP OF suBFLooR _ standards. OF OCCUPA 16. These drawings and specifications are instruments of service and shall remain the properly — TOP of FOUNDATION CS) CS) m LLJ of the Engineer whether the project for which they are made is executed or not. They may GRADE GRADE not be used on any other project except by written authorization of the Engineer. 0 U Y Z J I I I S" PL.FND.WA6LL � 1 n p � PLUM$ER CERTIFICATION ON 16" X B" PC-FTG. � 0— V u oLuO MuoppeflubingIsuseb ON LE CONTENT PROVIDE SMOKE-DETECTING M n = for water CERTIFICATE OFO#UPANGY- - - - -ALARMf DEVICES- - - — - - - - - - - - - - - - - -I m O system;piping shall b' SOLDE'RUSEDffig�arER AS TO PART. 721.1 -r-1 [� r v v OltypesKorLonl I SUPP&SYSTEMCANNOT r—I N.Y.S'BUILDING CODE. � EXCEED 2110OF 1 fZZtA0. r—I n I U t--I r—I PLUMBING I _ _ FROVIDB ANTI SCRttr ANr01—DR PROVIDE 3/4 HR. FIRE 7-i - TOP OF FOOTING ALL PLUMBING WAS* — — — RATED SEPARATION TO 6WATERLINESNEED THERMAL SHOCK PREVENTING PART. 717.3 (f) (1) OF TESTING BEFORE COVERING DEVICES AS TO PART. 902.6(K) N.Y. STATE BUILDING CODE. NS STATE BUILDING CODE. E 10 NOT PROCEED WITH RIGHT SIDE ELEVATION FRAMING UNTIL SURVEY PROVIDE OPENINGS FOR QF FOUNDATION LOCATION ONDE11WRITERSCEMIRCATE EMERGENCY ESCAPE AS HAS BEEN APPROVED. REQUIRED REQUIRED BY PARI: 714 OF 0 h WOOD FRAME CHIMNEY WITH VINYL BIDING ® ASPHALT ROF 6 P TOP OF PLATE 12 tOD ® m 0 APRON FLASHING,LTYP) _ w VENT 2 8(l FT.MIN, TYPICAL ADAZT OH - TOP OF BUBFLOOR VINY BI I G P TO ALIGN FASCIA Y - TOP OF CEILING 0 z ® C3 ro m 1 - TOP OF BUBFLOOR 00 GRADE - TOP OF FOUNDATION GRADE O AREAWELL(TYP) 0 NE).WALL I °p r _ _ _ _ _ _ _ _ _I B" P.C.ON 16" X B" P.C.FTG. t 7 - 1 - r - I r - 1 - r - 1 T- - n STEP FTG 30 DEG MAX - r - I 1l� T- - I - TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _I W � REAR ELEVATION eO p � 0 N �[ D � N x9 m (3z LL m 0 CL LL WOOD FRAME: CHIMNEY 12 12 WITH VINYL BIDING 12 �12 ENGINEER ® P�OF NEW yo9 QFV T BGl i TOP OF PLATE STEP FLASH TYP) s 0)34AA FESSA I 0�_.� JEFFR UTLER,P.E. O z TOP OF SUBFLOOR TOP OF CEILING K m w E0 1,0" 0 4 3 CONT,SOFF,VENT U O n VI Y B IIN P 4"X4" TURNED Z PORCH POST (p TYPICAL 1 11 11 Ll 11 Pi ki 11 11 1 i Cn [0 11- WOOD STEPS AND V Y RAIL P TOP OF BUBFLOOR ER CODE Z a O TOP OF FOUNDATION - GRADE GRADE O W m O ^- I (L a O 1 i I ( O lL H p z 8"P.C.FND.WALL u ON W" X 8" P.L.FTG. I I I I I I I I I 1 I I I I I TOP OF FOOTING - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _ _ _ - _ - _ _ - - - - - - - - - - - LEFT _ _I_ _ _ _ _ _ _ - LEFT SIDE ELEVATION 2 of 5 er N 2'0• l l � 43'2" 6" 12'2" ° r 1 9 7'8" 20'4" 152" _ 2'9" f /! - - - 7817 - - - - - - -� - - - - - - - - - - 1011 - - - - - - - - - - - - - - - -' - - - - - - - - - - - DROP FOUNDATION 11'4" 90" S'xw'PG. ' BELOW FINISHED BLAB ' 1 I , PIER,TYPICAL 3'2" 1 STEP :T �, i VERIFY MA. t 510' _ _ _ _ I , _� ;o U EXCAVATED CELLAR 1 30 DEG STEP MAX, O O 4" P.C.BLAB V �' _ '� '�• r R1RNA E aC A URQUB FILL G I r - - O �w @ d 3 I '�, ., �a- 7 /BRIDGING I R ,, n , LL y i s }/�� �� r �'- .�,.. - - / � 7 Q I � 4 - - - I (/ UNEXCAVATED GARAGE - - - ' -I— 7,9. 6,5,. 6,5. 6.5,. 6.6" 1 2,4" li •�' 4" PL.BLAB '� I Q '✓ ON 4" POUROUB FILL _ BEAM POCKET - �• co GROUT SOLID - - i-ir - - - - I - - 1I I PITCH TO OND1 '' 1WI3.Z'10 BL.GIR ER y13,'Dcl0BL.GIRPER — to -I- - - - - I 3 Id'STEEL COLUMN r I •, 24 X24 XI2 POURED 1 , ,� ' I o CONCRETE FOOTING f— - - - - r aq " (TYPICAL) I '✓ I I ',' I }' •- DROP FOUNDATION BELOW FINISHED BLAB 1 Q W VERIFY MA. LL 1 1 Z �I LcI B� STEP FTG. O- I H •, 30 DEC. MAX. L�- _ ' I I ' _ IF cO 1 1 17'6" 1 3'4" 1 12'2" 1 1 ' I ENGINEER: I , I _ - _ _ - - - - - - - _ _ _ 1 � 1 OF NEPv,, - - - - - - - - - - - - - 1 r - - - - - - 1 r - - - - - - - - - - - - - - - - - - - 136" p ' 60" 8p ' 136" SFO 073 3 �c��i I I I I •� PV JEFFREY T.BUTLER,PE. SW 8p4" 3'8" V O �7+Y 34'4" 6'0" 158" u O N } w LL ;O 1 56'0" � 1D � J O ra FOUNDATION PLAN z SMOKE DETECTOR, Lfl -� LH INTERCONNECT PER CODE m _ N m LLJ IL Z � LLI � O N - 0_ 0 = r CL Z z O � � 0 F A G E 3 ® � 5 FOUNDATION NOTES, 1. 1/2'Anchor Bob @ 8'"0"O.C. Maximum 2. 8"Concrete Foundation Waft; B'-0"High, 2500#Test 3. 16"x W Concrete Wall Footings, 2WW Test 4. 3.200 b.u. GIMer-Grout Beam Solid in Pocket S. 24 x 24" x 1?"Concrete Cokimn Footings, 3000#Test 6. 4"Concrete Floor Stab, 30000 Test with 6"x 6"#10 mesh and vapor barrier 7. Damp proofing and at exterior foundation below grade 8. Foundation walls to extend a minimum of 8" above finish grade. 9. Assumed soil-bearing capacity, 2 ton per square foot, subject to inspection and verification. 10. Al footings to be carried down to undisturbed soil. 11. No footing shall be set higher or lower than a 30 degree angle from any other fooling. 12. Pour no concrete on frozen ground or In freezing weather. 13. 3 1/2'lally columns. MATERIAL NOTES: Floor Construction, 3/4" OSB plywood subfioor, glued (1/2" under oak Floored areas) NASCOR N.J. 10 floor joists, spacing as noted. Install per manufacturers specs Bridging per code 2x6 CCA sill with termite shield and sill seal. f Finish floors as per agreement Roof Construction: Asphalt Roof Shingles, 20 year 3-tab m 15# Felt Paper m 1/2"CDX Plywood Sheathing 56'0' w 2x10 Ridge 2x8 Roof Rafters @ 16"O.C. 2x6 Ceiling Joists @ 16"O.C. 290' 7'0' 7'6' 9'11' 8'4" 10'4' 10'1" 2x4 Collar Ties @ 32' O.C. Wait Construction: 1x6 Fascia, wrapped with aluminum Overhang as noted Vinyl full vented soffits Aluminum gutters and leaders B Vinyl siding Y 2042 2042 pp.ypa STEP 28210 m Tyvek Housewrap 10310 ti 1!2"OSB sheathing 2.2X12 HDR, 2x4 Studs Q 16" O.C. with 2x4 shoe and double 2x4 plate '2µh 4' 12'0' 4' 21'4' - _ _ - J L v 1/2"Gypsum board Fw1.I WL' 5!8"Type X in garage 1 12'D' 112"MR in wet areas LL I 52X Shoreline windows A a LL m EHU R, � At least one window In each room shall comply with exit requirements o FAMILY ROOM o2Y 30 2X0 RR.6 16" OL.7 = 8'O" CLG.NGT, x @ -� KITCHEN Insulation: "�� « ' I1c -i r'' e'O" CLG.HGT, y N 4" R-13 in all exterior walls common with living areas and living areas common with garage 2¢ BRIDGING '� ,y 4 c1 I GARS GARAGE -� 1 A 4 M 2XIO RIDGE o 5/8' F.C,G1U.B.ON 6" R-19 In cathedral Ceilings I WALLS AND CEILING 6" R-19 in all flat ceilings Z YI / 4' ,,,///yyy PER CODE '8' 6, / III I .p i a REF. M ---LLL a - - - - - - - - - - - - °' c. WI W W V W Y re BEARINGJWALL �' u m i e� 2 6 CJ,9 m�l GQ I1 - - _ - - - - - _ - - _ �^' _ BEARING WALL � p � u° g � 'agU"ue 2.2X12 HDR. 2-2X12 ND n y U / m o TQ N W W.z u Ix V' 3'0" 4' MCI t� I 154' (( , 2'0' S'O" CLG.HGI . 2042 I 8'0' CLG.HG1. ! -m V ((� FRAMING NOT °o o o o axeR.R.,a 16" O.C. A Q m ry 1. All headers 2x12 unless noted. 2. All comers are solid 3. Double jacks over 48"spansLL LL 4' o Q ill 4. Double joists under all parallel partitions 4 LL ry l ABOVE LL 4 a B I I G N + In Z 5. Provide fire stopping in all walls as per N.Y.S Code 2-2x12 HDR. z 11 A 6.connectors.fter heel cuts shall not exceed 4". 1 2 FJ - 7. Where joists are notched to headers so as to reduce beam depth, use bridle irons or metal TECO ALL I e'xT pHD COBCfOrs. FLUSH CONN. I LLI _ _1 - 8. All floor joists, rafters and calling beams to be Doug fir number two or better construction 4'to" 3'8" r 11 J'e' a't0' o grade with a minimum fb= 1200 p.s.i. I + 2.2X12 HD 8. All 2x4 and 2x6 portion walls to be Doug fir number two or better construction grade with a 37 minimum fb = 1200 p.s.i.9. 2042 2842 OPTIO AL 8 2842 2842 ENGINEER" - � I beams and girders shall have 2' bearing min. �- - ,�EOF yo ENERGY NOT ec.t•ue I I � e F NEW 1P PSV T gGl9� Compliance with New York State Energy Conservation Construction Code, Pan 5 (7814) 2x n * ` * . Envelope Component R-Value a oc. B' 2X Exterior wail R-13 oc Roof Ceiling R-19 Floor R-19 Foundation Wall R-10 Glazing R-1.7 4"x4" TURNED FE I(J 4i Entrance Doors R-2.5 PORCH 44 ALIGN WITH 8T JEFFRELf��ITT IR PE. FTG,BELOW Q All HVAC Equipment to meet requirements of 7814.11 (TYPICAL) All HVAC Control Systems to meet requirements of 7814.12 All duct Systems to meet requirements of 7814.13 All venting Systems to meet requirements of 7814.14 3'3' TD' 891" 6'11' 7'0' 3'3' 4'6' 1'8" 7'10' 790' U All piping insulation to meet requirements of 7814.15 N } Lu U- m All water service heating systems and equipment to meet requirements of 7814.21 O R 3 m � All Electric systems to meet requirements of 7814.31 344' 6'0" 15'8" J O To the best of my knowledge, belief, and professional judgment, these plans are in compliance with the code. LL J o m To the best of my knowledge, belief, and professional judgment, these plans are In compliance RST FLOOR PLAN } with the code. LIVING AREA=984 50, FT, cD m GARAGE AREA-300 SQ, FT, YJ z COVERED STOOP AREA-42 ,5Q. FT, ( o U- BROKE DETECTOR, W INTERCONNECT PER CODE g_fV U- .4 .4 � f 5 34'4" 12,8" 9'0" 178" 4'6" 4'6" 4" VTR LINE OF WALL BELOW 2442 LAV Jif- TUB 3 ' �w 1 o ATTIC @ m R� ` ATTIC SECOND FLOOR n U 3 o a - 2u 3n 2.. O m — CIV 31 - - - - - - - - - _ _ d- LOW PLATE w r - W46H WL SHOWER SINK 1 Q / 1r, 4" 50" 4" 3b" 5'8" 4" 6'4" y. DW. 1 N " N MAIN FLOOR TP 2" 2" 3" 1" 2" 2" MASTER BEDROOM y o BEDROOM R2 O� Bb° CLG.HGT. O a S'O" CLC.HGT. FI o r Cx _ GE — Y N! y� �z CD. N "e Ai m w.Lc. / � gS 4be — O 'dj �� qqNIN ppppRR�� EE 4" SANITARYASEPTICVBYBTEM �a ` P,S a E 10116E TRAP _ _ _ _ PLUMBING RISER DIAGRAM (Na11 # n SIT 4" 12' 1 t 50" 4" I 12'a" 174 LOW PLATE LOW PLATE tl g1 o N �_ 9 Y�OL, m O IIL N LINE OF WALL BELOW ZELL Q LLl "9 �[ m }— O r0 cl) v ' Q/ !S X 3a 2X10 RIDGEO 111 2"RAFIERS 2'0" 2'0" 2'0" 2'0" m Z 12"COX SHEATHING 150 FELT ASPHALT ROOF SHINGLES 50" 4'0" 16'4" 4'0" 5'0" 12 )L / 12 SECOND FLOOR PLAN 6 CJ.916" orc. LIVING AREA=510 5Q. FT, ' TOP OF PLATE SMOKE DETECTOR, OF NEW yo9 INTERCONNECT PER CODE * Pp,Y TBG . <� A MA57ER m 09 Np BEDROOM � /LINE OF JEFFREY L BUTLER,PE, R.R.BEYOND 3/4" SUBFLOOR - TOP OF BUBFLDOR � 2X10 FJ.9 16" OL. ` , O - - TOP OF CEILING X 1/21, GWB Ib" OH U N CONT.VINYL SOFFIT(TYP) HANDRAIL PER CODE } Lu O (OMITTED FROM VIEW) O Z m t' 1/2" GWB R-131N6 LATIION DINING ROOM DS LIVING ROOM z p •- 1/2" CDX SHEATHING > TYVEK HOUSEWRAP VINYL SIDING )r 3/4" SUBFLOOR - - TOP OF SUBFLOOR m NJ.10 fJ.9 16" OL'j(JZ Y - - TOP OF FOUNDATION LIJ U J PITCH GRADE e'MIN. LZ44t INMILA90N Z AWAY FROM GRIDGING f MID OPAN l//��L O FOUNDATION (TYPICAL) LU d LL O O O = b � � � O cO 2.2X6 CCA SILL CELLAR z 12" ANCHOR BOLTS SILL SEAL 3.2X10 HDR. ) n TERMITE SHIELD WITH 3 12" STEEL C B" CONC.FOUNDATIONON PL.FTG. S"X16" CONC.FTG. 4" SLAB - - TOP OF FOOTING DAMPROOF BELOW GRADE g SECTION A-A F A G S " 5of5 n 12 WOOD FRAME CHIMNEY WITH VINYL SIDING 12 !ASPHALT ROOF SHINGLES RYP) Aga�L 12 12 10 D �,o , TOP OF PLATE - !ASPHALT ROOF SHINGLES((YP) i 0 12 ro oc 10D 2 K 12 VENT T SO.FT. .�10 w D10 w TOP OF SUBFLOOR - AD,AIST OH = TO ALIGN o 0 TOP OF CEILING ACA !VINYL SIDING 4 m ® 4"X4" TURNED 9 PORCH POST ® ® TYPICAL 4"X4" TURNED SnPORCH POST °O TYPICAL Li Li ® ® 70P OF SUBFLOOR !VINYL SIDING ITYPI z - m TOP OF FOUNDATION - GRADE ® ® I GRADE GRADE GRADE m I t j 1 I B" P.C.FIND.WALL = I c I I E I ON 16" X S" P.C.FTG. I I 1 I 1 1 E - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - m I N P.C.FND.WALL I I 1 - I I I ON 16" X B" P.C.FTG. I I 1 _ , _ _ _ _ _ I I r r _ _ _ _ _ _ _ - - —r'—I I - T - r--I r-I 1 1 - T - 1 r'-I r—I I 1 1 1 - 7 - r—I r—I I 1 1 1 - 7 - r-I r-I _ I -_T - STEP FTG 30 DEG MAX 1 r--I (--I TOP OF FOOTING 1 1 1 T 1 I r-1 r--I r - - r — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - r - 1 - T - r - - - - - - 1 ` - - - - TI r—I FRONT ELEVATION LL RIGHT SIDE ELEVATION a LL ws +— oro Nym .e X cq ° z= m „ WOOD FRAME CHIMNEY 12 Q WITH VINYL SIDING �12 WOOD FRAME CHIMNEY WITH VINYL SIDING O !ASPHALT ROOF SHINGLES(TTP) TOP OF PLATE 12 5(+/-) EER - OF o STEP FLASH SS�QyV B 9'f 12 (f) -1 ITYPJ D bNp�� NFT,LVIN_ TO ALIGN FA - TOP OF SUBFLOOR T T.BUTLER,P.E. . - TOP OF CEILING O 1.0.. 0 ~ CONT.$OFF,VENT U N } w LL m !VINYL SIDING lttPl� 4"X4" TURNED Q Z 1 PORCH POST 3 K 0 TYPICAL Q U �- TOP OF SUBFLOOR WOOD STEPS AND m GRADE - TOP OF FOUNDA710N GRADE RAIL PER CODE Lu _ Q GRADE GRADE N m I U J 1 AREAWELL(TYP) 1 WNo a 0 _ _ _ _ _ _1;1� _ _ -1 B" P.G,FND.WALL 1 1 °� I B"P.C.FND.WALL O ° _ _ _ _ _ _ _ _ ON 16" X B" P.C,FTG, 1 :y - In T - 1 ON 16" X 8" PG,FTG. O T - I — — r - I I I STEP FTG 30 DEG MAX _ T r - 1 1 1 1 1 t O n - r - 11 - 17 O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOOTING _ _ - - - _ _ _ _ _ _ _ REAR ELEVATION LEFT SIDE ELEVATION 2X10 RIDGE 2X9 RAFTERS Insulation: VY' COX SHEATHING ERIAL NOTES: 4" R-11 in all exterior waft common with living arses and living areas common with garage Be FELT Floor OhSbUCU0n: 6" R-18 in cathedral ceilings ASPHALT ROOF SHINGLES 5/8'OSB plywood subfloor,glued(112'under oak floored areas) W R-19 in all Sat callings 12 NJ 10 ftcorjoiste,spacing as noted(install per Product Guide) FRAMING NOTES: per 12 12 Bridgingcode 1. All headers 2x12 unless noted. 5(+/-) _ 2x8 CCA sill with temhite shield and sill seal. 2. All comers are solid Finish floors as per agreement 3. Double Jacks over48"spans 2x6 CJ,fl 16" O.L. Roof Construction: 4. Double joists under all parallel pasterns Asphalt Roof Shingles,20 year 3-tab 5. Provide fire stopping in all wails as per N.Y.S.Code _ TOP OF PLATE 15#Felt Paper 6. Rafter heel cuts shall not exceed 4". 112"COX Plywood Sheathing T Where joists are notched to headers so as to reduce beam depth, use bridle irons or metal c. AJI fl rafters or I'O" OH 2x10 Ridge 8. All floor joists, fters end calling beams to be Doug fir number two or better construction grade with CONT.VINYL 2x8 Roof Rafters 16"0,C. minimum fib= 1200 p.s.l. SOFFIT(TYP) 2x8 Ceiling Joists 16"O.C. 8, All 20 and 2x8 penton walls to be Doug fir number two or better construction grade with a minimum fb 2x4 Collar Ties @ 32"O.C. = 1200 p s 1 5A7N MASTER ro Wali Construction: 9. All beams and girders shall have 2'bearing stn. BEDROOM 1x6 Fascia,wrapped with aluminum Overhang as noted To the best of my knowledge, belief,and professional judgment,these plans are in compliance with the Vinyl full vented soffits coda Aluminum gutters and leaders 3/4"SUBFLOOR - TOP OF SUBFLOOR Vlnyl siding , 2X10 FJ.O 16" OL. - TOP OF CEILING Tyvek Housowrap o V2 &U5 " 112"OSB sheathing 20 Studs @ 16"O.C.with 2x4 shoe and double 20 plate > 0 112"Gypsum board 112"MR In wet areas HANDRAIL PER CODE At least one window in each room shall comply with exit requirements (OMITTED FROM VIEW) 1/1" GWI3 2X4 STUDS DINING ROOM LIVING ROOM R-13 INSULATION I/1" OSB SHEATHING TYVEK 14OUBELURAP VINYL BIDING 3/4" BIIBFLOOR 0/2'UNDER OAK AREAS) -� - TOP OF SUBFLOOR NJ.IO FJ.9 16" OLtJ(S; TOP OF FOUNDATION m PRCH GRADE e'Mel. LZ R49IN&LAnOH AWAY FROM BRIDGING a MID SPAN FOUNDATION 01PICAL) 0 2-2X6 GGA SILL CELLAR dR 1/2' ANCHOR BOLTS }2X10 HDR. SILL SEAL TERMITE SHIELD WITH 3141 STEEL C a" CONC.FOUNDATIONON PL.FTG. S"X168 CONC-FTG. 4'SLAB — - TOP OF FOOTING 20" 56'0" DAMPROOF BELOW GRADE 43'2' 8" 12'2° SECTION A-A 7'8" 20'4" 162" 2'9" 9'5" F �NEIse„NOT'FS: LL 1. AM work shag be performed In accordance with all state,municipal, local mning and building codes 111 '�Q and ordinances having jurisdiction and beat standards of construction practice. The American Institute of Architects ConMtone Mall apply to Oil work PwIlormed on this project. O r O 2. The.Contractor Mag verify all conditions at the afte, Arty discrepancies must be brought to the /4 attention of the Engineer prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work except for hidden job conditions. 3. Contredor$hat ran guatee to the Owner Met at materiels and equipment incorporated In the work will _ - - 2911 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - be new,and that as work will tie of good quality, free from fsufs and detects for a period of one year I : - ' r - - - - - - - - - - - - t " — from the dare of the trial CeAlficabdOGoupBrmy. I '• r - - - - - - - - - - - - - - - I . �• - - - - - - - --- - - '1 •, r - - - - - - - - - - - - - - - - - - - - - - - - - _ I C() � 4. The Engineer shelf not be responsible for the construction means,medhods, techniques,sequences X � M , 11'4' 9'0" t'1'4-_f� ,• DROP FOUNDATION .,, Q 111 Dr.procedures,or for the salety preceutlons and programs in con upotlon with the work,and he shall e'XI6'PL. BELOW FINISHED SLAB not be responsible for to COflkadOre lanae t0 carry out the work in accordance with the consWction _ _ PMR.TYPICAL 3'2" ,. Z documents. The Engineer"not be responsible for the ads a omissions by the contractor. No - ,, 5'10' _ _ _ _ 11'6" i I I changes shag be made b the doeumants arW1a the bulking as designed without the expressed I ,• T >o u EXCAVATED CELLAR - , 30 D FTG. OL 4 wribrh consent of to F_ngineer. I r - - Ob G o 4" PL.SLAB V 30 DEG MAX. 5, The contractor and of subcontractor*shall maintain continuous Insurance coverage including I . 1 FURNA E a u O I r - -•— ON 4" POUROUS FILL stsWtory policies(Worker Compensation,etc,)and general Usbitly In an mount not less that$5 I O cit s- P id � I ,' •, million and automobfe fabif(y and damage coverage hot lava than$2 million. The Engineer shall be m I is- LL i i BRIDGING 's @ anion a insured on any and all policies. '' l Liz B. Provide 0.025"aluminum!sante"We over f amus Insulation at all perimeter sills. 7. All wood in contact with 0o coots or masonry to be Wolmanized a Pressure,Creosoted. - , UNEXCAVATED I ENGI R S. A single SWUM s belle,MWder sterna davlos Matt be Installed in each bedroom,on all floors and _ _ _-I , -� �$AG E shall be of Inteiepnnat#sd,psY kxbde. Y9" 6'5" 1 6'S" 6'5" 6'6" 2'4" 1 ''' 4" P.C.SLAB •, ���OF NEW yO9,y m R. Ali balhrodns'wlMXxd opsreblemindpw►to be md"hit'$fly v8"W11bd as per New York State Code. '• BEAM POCKET ON 4" POUROUS FILL o V T B 10. Heading to be deeV9ned 10 Provide 70 dBgrsee F.Witt Dukl00r dbalghed ab-temperature Of 0 degrNe ,, GROUT SOLID 1 _ _ I _ 1 _ _ 1 _ _ 1 _ I �' '"% PITCH TO OIID. Y •• * DQE ht \ F.slid 15 MPH wind. 1 3ad0 BW.GIRpER L 13-De10 BL.GIRDER I_ I fi. AM 0*0*Work o be Mt accordance to to orbs and roguissons of the N.Y.S.F.U. and a N.Y.B.F.U.' I - - - 1 I _ 12. PWhs¢ing 1r* presented tithe Gvrhav at the Carrrplstion of Ihejob. r I _ _ I I_ _ _ _ _ _ '' I Certificate is o be o abf�tlon o comply wgh State and 4ocal codes and the saWage disposal system to meet ro ID 493 ��U e y Health I')eparfrtlentstandaM. I 31/21, STEEL COLUMN I- - _ _ _ _ _ _. _ 13, Do not scale drwdngs. Use flgure dimensions only. 0 CO24"NCRETE POURED I ,• _ _ ,• 1 I I 1 V CONCRETE FOOTING I r - 6'0" I r2'0" 14, All work o conform to the ndss and regulations of the New Yak Energy Conservation Construction i ,, i;, I ,, I rrBvv�� Code. Ali glazed ares o be double glazed and all exteror door*to'have Insulated owes. o (TYPICAL) •.• '' DROP FOUNDATION I h 16. The tsdaton probcton as Indicated on those plans exceeds the Code's minimum standards. I I TFV I I , I BELOW FINISHED SLAB JEFFREY T.BUTLER,PE. 16, These drawings and spedScations are Instruments of service and shall remain the property of the 1 CI I /BRIDGING d rs i N VERIFY MA, '' CA Engineer whether the project for which they are made is executed or net. They may not be used on I any other project eblcepi by written auttor28tion of the Engineer. LL ILL LL r 'h FOI.nNDAT10N NOTES: STEP FTG 1. 112'Anchor Bolls®S'-0'O.C,Maximum ✓ I 3 = '' '' 30 DEC, MAX, O 1,2. 8'Concrete Foundation Wail,S'-0'Migh,250tH Test _ •. ', - - - - - - tu m 3. 16"x 8'Concrete Wag Footings,2500#Test(10"tsc k as shown) o �' I 1 - h f - - - 4. 3.2x10 Bugl-Up Girder-Grout Seem Solid In Pxket °p I '. I - - - - - - - - - - - - - - - - - - - - - - - - - Q � Z m ri 17'6" 3'4" 12'2" U J ~' a I I 5. 24"x 24'x 12'Concrete Column Footings,2500#1031 I O @@ S. 4"Concrete Floor Slab,2500#Test with 6'x 6'#10 mesh and vapor barrier I ' I I � � ~ 7. Damp proofing and at exterior foundation below grade I ' I - - - - - - - - - - - - - - - - - - - - - - - - - j , it I a T � � LLJ 8. Foundation wags b extend a minimum of 6'above finish grade. - - - - - - - - - - - - - - - - - -_ - - - _ g. Assumed Boil-baarng capacity,2 ton per square rod,subject to Inspection and verification. : - - - - - - _ _ _ _ - - - - - — 10.AI footings to be carried down tourWMurb04sot. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t r I r _ _ _ _ _ _ _ _ _ M 11. No foatrhp sisll be est higher a lower than a 30 degree angle from any other fooling. 136" '' 6'0" 8e ''' I 13'6" Q 12.Pour ro condshb on tra[arrground a o fnezmg weather. m Y .. }�,, b ,. Z 113 IIZ Wly columns. I� Gh ,n � � � U OLL I I I I 0 UJ Q- 1 N O LL O O �I _ _ J L l r1 zV Q 8'4" 3'8' - - -{ y 34'4" 6'0' 15'8" s 56b" � 24C E1 : FOUNDATION PLAN SMOKE DETECTOR, i INTERCONNECT PER CODE OCT247_np - — - - 34'4" 4'4" 9'3" 14'3" 6'6" SUMMARY OF TOTAL THRREREMRRAL RATING PROPOSEDLDESIGN FOR THE BUILDING�NVERLOPEECOMpLIES W/ THE ENERGY CODE, THERMAL TABLE AREA U-VALUE RATING USED A. WALL ASSEMBLY Al, NET WALLS 11320 Al +168 6-1 1032 2032 29310-2 a A2. GLAZING 186 32 -53 6-1 Q ( 10" 2.2x12 HDR, A3, DOORS 64 Al +1 6-1 L o >(�t 12'4" SUBTOTAL THERMAL RATING FOR SECTION A (AI+A2+A3) +122 6ATH . B. ROOF/CEILING ASSEMBLY 6'g• 4" 6'9" o BEDROOM 03 Q m BI. ROOF/CEILING 880 .046 0 b-3 N 2'6" w a 8b"CLG.MGL O r B2. SKYLIGHTS .42 6-3 r+' n O 12'4" g'4^ 4'k 7'6" 44- SUBTOTAL THERMAL RATING FOR SECTION B (51+82) 0 G, FLOOR ASSEMBLY CLO. i ? CI. FLOOR 1080 .046 O 6-3 w i MASTES +v suR v K BEDROOM y 6 C2. FOUNDATION WALL e'O" CLG.MGT. O BEDROOM 02 WALL PERIMETER O O FT [1 B 2%12 RIDGE 9'O" CLG.NGT. ` ABOVE GRADE EXPOSURE 0 0 FT N 'uw DEPTH INSULATION D {g �� 84" FOOTING 0 0 0 {u a � � PERIMETER R-VALUE o C3. SLAB EDGE INSULATION 0 O 0 0 m 88 q 12'411 1511 5'0" 4" a �� I ' 12'4' SUBTOTAL THERMAL RATING FOR SECTION C (CI+C2+C3) O ' I - - _ TOTAL THERMAL RATING — — m Low PLATE -LowPLATE " � �g� a + 122 O,K, nq�t I N N ' •Y OtL. - LO H f L I -- LINE OF WALL BELOW 56'0" LL 2'10" 7'f 7'6" 9'11" 8'4" 10'4" 10'1" LL Lu "Q 60 0 � o o 2'0" 2'0" (�� 2841 2842 eb'. STEP 28210 20)310 � � lQ 00 2'0" 2'0" �� r m. cq (3cv OUI/) 1-2X12 MDR. 16'4" 4'0" 5' Y 4" 12'f 4" 2f4" _ _ _ _ J LDW - • v 9'0• ` k' X 50" 40" Fw1Jll uuc. 12'0' b XO W � I'LL 'I - Z A Li DU 5FrOND FLOOR PLAN LL FAMILY ROOM o A 27 3 �2Xe RR'a 16" O� s O LIVING AREA=l46 SQ. FT. ° IO" CLG.HGT, x Q KITCHEN •o I - IIS i s'O" CLG.HGi. V 9'°, I GAR GARAGE SMOKE DETECTOR, B� II 4 INTERCONNECT PER CODE 2Mta RIDGE u e _ n 9# 1w:L FL.GW18.ON I WALLS AND CEILING 8'8" 4" I Q PER CODE K EN I EER: I II I O a � tt REF. Q YY ~ Y .o �OF NEW yO9 _ _ _ _ _ _ _ _ _ 07 y m a N i m 2X6 CJ.6 16" O.G. m Wo u o Y " _ _ _ TM_ _BEARINGIWALL -�' - -�- _ BEARING WALL ° ;n o Z - - R- - - - - - - - - 01~ •0 x o ¢ a g u WILz u 2-2X12 HDR. 2.2X12 HD a t5 U u m aww LL�uK Y .> 3'0" 4" 2. , r u > it B� ININ O M a of 154" 2'0" B'O"CCG.HG . O z w 0 g� I 2042 S10C1P,: ° z� ��v��♦ m .6 16" O.G. 9 JEFFREY T.BUTLER,PE. _ o p12 d33dp o @ O YY n Q o a a OPEN TO > > " i B I GING 4" 4 «� u u A15OVE 4' VTR 2-2X12WDR, U N = I I � n'I - ryl ryI I O _I _ _ - _ _ TECO ALL 2-FJ. 9'XT_pHD _ J o m _ 3•_ , - - -} 1 FLU CONN. LLI o r - - - -1 410" 78• 38" 1 410" < V Q LAV I' / v I I cr- Z o Seg UIL. TUB ILu 11 TUB + 2-2XHD L 1 In SECOND FLOOR 3 1 2B42 — 2842 OPTIO AL Bl g 2942 1842— 2 3' 2• 2. 2, PScQ e P Cn m Y 3" - - J - - - - - - - 3" _ _ FIRST FLOOR PLAN m O Z - - IS O.C. b o O - - av - - Cc, BINK LIVING AREA=984 SQ. FT: 6 6 OC W45WSHOWER 6 6 O.C. Q 0- N - O GARAGE AREA=300 SQ.FT. LL ° MAIN FLOOR Dm COVERED STOOP AREA42 SQ. FT, — sTEP y Y• 2' SMOKE DETECTOR, 4"X4" TURNED Z 3' PORCH POST 2' 2' INTERCONNECT PER CODE ALIGN WITH FTG.BELOW U u FAI (TYPICAL) CD. 73' I'0" 6'11" 6Y1" 7'0" 3'3" 4'6" I'6" 7'10" 7'10" I1�•' //.� I1 GD. CD, p ,y� pppO Ep 4• I SANRARYABEPTIG SYSTEM 34'4" 6'0" 15'8" MOU6E TRAP 3 o f 3 56'0" PLUMBING RISER DIAD=RAM : oti 12 WOOD FRAME CHIMNEY 12 D WITH VINYL BIDING /ASPHALT ROOF SHINGLE$(TYP) O 12 12 ,off a,o TOP OF PLATE — /ASPHALT ROOF SHINGLES( YP) 0 12 R 0 D 2 °1 K V/ 12 VENT 2SQ.FT, .�10 �10 ` L ADJUST OH K TOP OF SUBFLOOR — TO ALIGN ffi 0 FAS'I z TOP OF CEILING /VINYL/VINYL SIS 4 so K 4"X4" TURNED PORCH POST 4'X1" ® ® TYPICAL � PORCHH POST POST CO TYPICAL /VINYL bl � TOP OF SUBFLOOR — GRADE TOP OF FOUNDATION — GRADE ® ® GRADE GRADE m q i 1 B" PL,FND.WALL ? I I I I I L I I I I ON Ib" X B" P.C.FTG, F I I I I I n I I I I n I o 1 B" PL.FND.WALL I —I _ _ _ _ I r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ON Ib" X B" PL.FTG. I 1 _ 17 1 r r r_I r—I r-1 1 1 1 1 1 — "T — I r—I r—I 1 1 - 7 — 1 1 1 — 7 — 1 1 r—I r—I 1 1 - 7 - STEP FTG 30 DEG MAX r-1 r—I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ 1 _ _ 1 - 7 - 1 1 _ _ _ _ r—I r—I TOP OF FOOTING - r _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ ,_ � - - _ _ _ _ _ _ _ _ _ _ _ --I r—I _ _ _ _ _ _ _ _ _ _ _ _ _ _ FRONT ELEVATION LL RIGHT SIDE ELEVATION LLa w � � CID -Vco 29 cq o" "— ) x � � o ,I! mz 0 WOOD FRAME CHIMNEY 12 Q WITH VINYL SIDING 12•/ �.�- Q- WOOD FRAME CHIMNEY O LL WITH YINYL BIDING f LASPHALT ROOF BNINGLE6 11YP) 12 � ER TOP OF PLATE OF NEW,, , STEP FLASH PEN TBT °v —I (TYP) * Q 12 1 I G o� ULJO n D LPENT 2 8Q.FT.MIN. p9p SIONP �i TYPICAL JEFFREY T.BUTLER,PE. � `ADJUST ON PE.,VINYL$DING (iYP17 / TO ALIGN FA — TOP OF BUBFLOOR Q Y — TOP Of CEILING X F O"O CONT,SOFF.VENT U J N } W u- m ® ® m /VINYL SIDING j O (a PORCH RNED POST O Q Z Li PORCH POST i Z o TYPICAL Z m O TLL — TOP OF BUBFLOOR WOOD STEPS AND UJ RAIL PER CODE _ Q GRADE GRADE — TOP OF FOUNDATION GRADE GRADE rtl I 13� I pp 1 _ _ _ _ _ _ _ W N O AREAWELL(TYP) I O 0- - O n LL O O r — — — — — — B°P.C.FND.WALL g" PC,FND.UALL 1 I O cam$ - - - - - - - — r — I ON Ib• X B' P.C.FTG. ON Ib" XB" Pt.FTG. r T_ — I 1 _ z T — STEP FTG 30 DEG MAX — T r — I I O n V — T' — I — — — -- — — — — — — — — — — — — - - - - - - — TOP OF FOOTING - - - - - - -- -- -- -- -- -- -- -- -- -- -- -- - - - — T—T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - r r - - - - - - - - 1 - - - 1 REAR ELEVATION LEFT SIDE ELEVATION F 74G E NnV 14 7onn `' 2X10 RIDGE 2X5 RAFTERS MATERIAL NOTES: 1/2" ODX SHEATHING Floor Construction: 154 FELT 5/8"OSB plywood subfioor,glued (1/2"under oak floored areas) ASPHALT ROOF 614INGLEB , 12 NJ 10 floor joists,spacing as noted(Install per Product Guide) Bridging per code 1212 2x6 CCA sill with termite shield and sill seal. Finish Floors as per agreement Roof Construction. Asphalt Roof Shingles,20 year 3-tab 2X6 CJ.0 16" OL, 15#Felt Paper _ TOP OF PLATE 1/2"COX Plywood Sheathing , 200 Ridge of Rafters Q 16'O.C. 1,011011 0" OH 1 2x8 Cell ng Joists @ t6" C. CONT,VINYL J SOFFIT(TYP) 2x4 Collar Ties @ 32"O.C. Ib Well Construction: BATH MASTER m 1x6 Fascia,wrapped with aluminum BEDROOM Overhang as noted Vinyl full vented soffits a Aluminum gutters and teadem ro Vinyl siding o 3/4' SUBFLOOR - TOP OF SUBFLOOR Tyvak Housewrap 2x10 FJ.O 16" OL. - TOP OF CEILING 1/2"OSB sheathing w 2x4 Surds Q 16'O.C.with 2x4 shoe and double 2x4 plate D IR GWB 1/2" Gypsum board z a 112"MR in wet areas G o At least one window in each room shall comply with exit requirements i 0, HANDRAIL PER CODE coli• (OMITTED FROM VIEW) Insulation: 4" R-11 In all exterior walls common with living areas and living areas common with garage 1/2" GWB °p 2X4 STUDS DINING ROOM LIVING ROOM 9^ R19 in ealflat dceil ceilings R-13 INSULATION IR"088 SHEATHING TYVEK HOUSEWRAP FRAMING NOTES: VINYL SIDING 3/4" 5UBFLOOR 1. Al headers 2x12 unless noted. (1/2' UNDER OAK AREAS) ILI - TOP OF SUBFLOOR 2. All corners are solid N.1,10 FJ,19 16" O.0 3. Double jacks over 48"spans TOP OF FOUNDATION 4. Double joists under all parallel partitions _ 5. Provide fire stopping in all walls as per N.Y.S. Code , G PITCH GRADE e'MM. R40 I14611LATION 6. Rafter heel cuts shall not exceed 4'. AWAY FROM 1DRID61NO O MID SPAN FOUNDATION tYF10AL7 7. Where joists are notched to headers so as to reduce beam depth, use bridle Irons or metal connectors. hs 8. All fioorjoists,rafters and ceiling beams to be Doug fir number two or better construction grade with a IAF minimum It,= 1200 p.sJ. 0 8. All 20 and 2x6 partion waits to be Doug fir number two or better construction grade with a minimum fb m - 1200 ps.i. 2.2X6 CCA SILL CELLAR 9. All beams and girders shall have 2'beating min. 1/2' ANCHOR BOLTS 3.2X10 HDR. SILL SEAL WITH 3 in, STEEL C TERMITE SHIELD ON PL,FTG. To the best of my knowledge, belief,and professional judgment, these plans are in compliance with the 5"CONC.FOUNDATION 4" D'X16" GONG.FTG. SLAB - 70P OF FOOTING fie' DAMPROOF BELOW GRADE 56'0" SECTION A-A 43'2" 6" 12'2" LL I 7'8" 204" 15'2" 2'g" 9,5„ CL N RAL NOT 1. All work shall be performed in accordance with all state, municipal, local zoning and bulking codes and ordinances having jurisdiction and best standards of construction practice. The American LtlCZ Institute of Architects Conditions shall apply to all work performed on this project. (Y _ 2. The Contractor shall verify all Conditions at the site. Any discrepancies must be brought o the r attention of the Engineer prior to commencement of Construction. The Contractor shall be - _ - - - - _ - - /r,}� LO responsible for corrections not reported once he has started work except for hidden job anditions. 1/ CQ 3. Contractor shall guarantee to the Owner that all materials and equipment Incorporated In the work will 2011 N Zq Zq be new, and that all work wilt be of good quality,free from faults and defects for a period of one year _ ' from Me date of#0 final CertScete of Occupancy- r F;19 - - - - - - - - - - - - - - - - -_ - - - -- - - - - - - - - - _ - - M O 4. The Engineer shall not be responsible for the construction means,methods,techniques,sequences - - - - - - - - - - - - - - - - - - - - - - I ' r - - - - - - -A7-N - - I ' }- D or procedures,or for the safely precautions and programs in connsetion hath t10 wads,and he shall - - - - - - - - - - • - - - - - - - - - - - - - - - - : : - - .r DROP FOUND 10 XLnot ire resperhslWa for the conbaetore fafkxe to lorry out the work in eccoMance whin Ure consbuellon -„� 9'0" HI'�_ LU s"x16'Pt. ' T- BELOW FINISHED BLAB •'• LL Zdocuments. The Engineer shall not be responsible for fs acts or omissions by the oontrector. NoPIER'rrPICAL 3'2" " m Zchanges shall be made in the doeurnent6 and/or the buging as designed without the expressed 5'10" _ _ _ _ - 11'6" 1 O wdten consent of the Engneer. 1 >o V EXCAVATED CELLAR I STEP FTG.5. The contactor and all subcontractors shell maintain continuous Insurance coverage including Im00 4'P.C.SLAB 3o DEG MAx. statutory policies(Worker Compensation,etcJ'and general Rabifily In an mount not less that$5 g ON 4" POUROUS FILL •mRl(on and automabfle liability and damage coverage not less than$2 million. The Engineer shall be da named insured on any and all pollcles. I�a a ILL iBRIDGING 7 r• '� '' 6. Provide 0.025"aluminum termite shields over fibrous Insulation at all perimeter sllis. I VQ _ _ 7. All wood in contact with concrete or masonry to be Wolmanized or pressure creosoted. A 1 1 LL r 4 8. A single station smoke detector alarm device shall be installed In each bedroom,on all floors and •h - - - �'� z 1 `-- UNEXCAVATED I ERS shall be all Interconnected per code. _ , '• CsARAGE OF NEW '� 9. All bathrooms without operable windows to be mechanically ventilated as per New York State Code. - _ ✓ �- 4" P.C. LAB . 10. Heeling to be designed to provide 70 degrees F.with outdoor designed air-temperature of 0 degrees - h I T9" 6'S" 1 6'S" 6'6" 2'4" 1 •'' i F. and 15 MPH wind. 1 ' BEAM POCIET _ _ - _ ON 4" POUROUS FILL ,• N y��Q�V 7 @ T` *YP 11. All electrical work to be in accordance to the rules and regulations of Me N.Y.B.F.U.and a N.Y.B.F.U. ,, 1 GROUT BOLD 1 - - - 1 - _ I ' PITCH TO OHD. certificate is to be presented to the Owner at the Completion of the job. I �) '+-2%x7 Da.GIRDER 1 L ( e-2%10 OL.GIRDER 12. Plumbing Installation to comply with State and Local codes and the sewage disposal system to meet • - - Health Department standards. N t 1 I _ I_ _ I- �_ _I _ _ _ _ _ _ _ •� I 13. Do not scale drawings. Use figure dimensions only. "D 1 : 1 sF 073 14. All work to conform to the rules and regulations of the New York Energy Conservation Construction I 3 IR" STEEL COLUMN r _- - - 1 '' �p9 ONP� Code. All glazed area to be double glazed and all exterior doors to have insulated cores. CONCRETE POURED I ,• • _ _ h, I R'-Vv,,V� - I CONCRETE FOOTING 1 r 6'0„ r2,g" 15. The Insulation protection as indicated on these plans exceeds the Code's minimum standards. '' (TYPICAL) I •' ' I 1 16. These drawings and specifications are instruments of service and shall remain the property of the 9 DROP FOUNDATION 1 JEFFREY T.BUTLER,PE. Engineer whether the project for which they are made Is executed Or not. They may not be used on I '• I '• I BELOW FINISHED SLAB any other project except by written authorization of the Engineer. 100 r I i BRIDGING 0 10 1 VERIFY MD. ' O . I ri IA FOUNDATION NOTES: I 1 1. 1/2'Anchor Bone 0 V-0'O.C.Maximum 1 1 1 STEP FTG. 1 ' 1 U N 2. 8"OOncvrete Foundation Wall,6'4Y High.25(10#Test 1 '^ 1 _ '' 130 DEG MAX. LLI U_ 3. 16"x ri Concrete Woo Wall, '. ' High.25 ON Te sok as shown) I '• I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r, I .. Q' O 4. 3-2x10 Buf t-Up Girder-Grout Beam Solid n Pocket I = S. '24"x 24"x 12'Conan ds Column Footings, 25M Test o I I 1 I I '• I � Z S. 4"Concrete Floor Slab,25000 TOM*0 6'X 6'010 mash and vapor barrier 1 1 1T6" 3'4" 12'2" I 1 ;•- 13 n 13 7. Damp proofing and at exterior foundation below grade 8. Foundation walls to extend a rnihimum of 8'above finish grade. ' - - - - - - - - - - 9. Assumed Boli-bearing capacity,2 ton per square foot,subject to Inspection and verification. •' I _ _ _ _ _ - - ' I ., a O F 10.All footings to be carred down to undisturbed soil. 1 - _ _ _ _ - •_ _ _ _ _ _ _ _ _ _ _ _ _ _ - j I J 11. No footing shall be set higher or lower than a 30 degree angle from any other fooling. - - - - - - - - - - - - - - - - -f - LL - -� - I ' r - I '~ r - - r 12. Pour no Concrete on frozen ground or in freezing weather. T. m 13. 3 1/2"lolly Columns. `'� 13i" i 8F '' 6'0" 8r •' 1 I 13'6_ - i y O Z o LINE OF FUOR ADOYE '' i� g I '' 1 `LME OF FLOOR ABOVE T O LL lin k3 LL O (L I O I _ _ J 38 84" 38" 34'4^ 1 6'0" 158" , 56V FAGS " FOUNDAT104 PLAN e SMOKE DETECTOR, 2 O F J INTERCONNECT IER CODE 34'4" SUMMARY OF TOTAL THERMAL RATING 4+4" 9'3" 14'3" 6'6" IF THE TOTAL P E ENERG7�EI% I FOR THE BUILDING ENVEROPEECOMpLIE9 WN/E� AREA U-VALUE RATING L USEDE A. WALL ASSEMBLY Al. NET WALLS 1920 D1 +168 6-1 2032 2830.2 a _ _ A2. GLAZING 18632 -53 6-1 2032 2-AY!HDR. A3. DOORS 64 Al +1 6-1 Q Q O 124 SUBTOTAL THERMAL RATING FOR SECTION A (AI+A2+A3) +122 we wc. n y o o BATH B. ROOF/CEILING ASSEMBLY c n y m BATH 4' 6'9" b BEDROOM M3 m B1. ROOF/CEILING 880 .046 0 b-3 m O N 2'6" o d a'o cLG.HGT, u B2. SKYLIGHTS ,42 6-3 0 T+' TP 124" SUBTOTAL THERMAL RATING FOR SECTION B (81+82) 0 0 M O 6 4+ 4"$ 7-8- 4 " a $ C, FLOOR ASSEMBLY o "v `o CI, FLOOR 1080 .046 0 6-3 R d ATEA 4vR Mc a - BEDROOM y 9 k C2. FOUNDATION WALL 9'0" CLG,HGT. O BEDROOM M2 WALL PERIMETER 0 0 FT r ? _2x12 RIDGE 8'O"CI.G.HGT, .`;. ABOVE GRADE EXPOSURE 0 0 FT N 9 �w A INSULATION DEPTH FOOTING O O 0 0 PERIMETER R-VALUE n - - - - - - - - - - - - & C3. SLAB EDGE INSULATION 0 0 0 0 Id � I s1 4' U 1A1I 25 1111 5'0" 4" a 112'4" SUBTOTAL THERMAL RATING FOR SECTION C (GI+C2+G3) 0 TOTAL THERMAL RATING + 122 O.K. LOW PLATE I LOW PLATE a61cRoc. =e + II a L � - - LINE WA B OW 56'0" 2'10" 7'0' 7'8' 911 6'4" 10'4' 10'1' LLd Lu �0 Q� cz OHO _ +n +, 2042 —I 2942 m I STEP 28210 2030 + 2.2XY!HDR, _ J LOW _ 9'O" I \9 >_ 04 2'0" 2'0" 2b" 2'0" 50" 4• 12'0' 4' 21'4" - - - +' 12'0' c x �` �LL z 5'0" 4.0• 16'4" 4'0" 5'0" n F^ II LL °ggL euwlx. : 4 Q 34'4" I r 3Ib" OL.7 FAMILY RON � 9 D. a'0" CLG,He. I ? 0 KITCHEN SECOND FLOOR PLAN k111c e'o" cLG.HGT. A$ - �i ICAR GARAGE GOB. "' � iBRIDGING7 I I � �" yip Rlpm! � O � 9/9"FD,G.WB.ON LIVING AREA=l46 5Q. FT. II y� WALL$AND CEILING SMOKE DETECTOR, i 8'8" 4' V X PER CODE I ENGINEER+ INTERCONNECT PER CODE I - qEF- yaY ~ 'r b ��OP NEW y a OtLul - - - d @ m a ,"� i 2x6 C 10 M"O.G. II BEARIDINLGINWGALLTr 5EARNG � 22x12 4D ii 2 ' 20u�42jia _ 4' EFF�AR.OE0W.Y iv,�IOB3�NU�Nu�PT_ L� �E�?wR*m¢ ,oPe°^E. D . e o I6OL. I I IQ PENTO ABOVE A XHDR. 4" VTR I } ~i TECO 2-FJ. ,/~� 9'X�' wcl J Z - ' - - - AL Q i r _} - 1 FLUS14 N. ail 1— O 00" 3'8" .. 3'8" 410' V JD TUB I V WG. NB }I3Y4'X!V4'?lUMH 2.2X12 ND }I 3Y4'X7V4'ML FW$H 3 4 ,p OPTIO Al-6L ' — m SECOND FLOOR I r 2U10I PM STOOP 2-be Hol¢. .t�' 2" 3° 2" 1 2" 3" 2" >!!!3- PL.$LA9 ff11 U Y 3.1 - - rav - - � - - - - - - - - - - -I- - , LIVIN AREA=1012 SQ, FT, ° � ° w LL W�}bN W4, SHOWER BINK I O- N - O GARA AR A=300 SQ. FT, ° M °C o m D.W. COYER OOP ARE _ STEP — MAIN FLOOR SMOKE DETEC 4"X4 RNED Z 2" 2" PORCH POST @ 2• 2" 3" 2• INTERCONNECT PER ALIGN WITH O , c FTG.BELOW U (TYPICAL) 3' r _ FAI CD, I I 3'0" A' 62' S'2" YO" 3'0" 4'6' 1'6' 7'10' 7'IC I CD. CIO p dN pp�aR Ep int " 4• SANITARY ISEPTPG SYSTEM 2'0' 70' B'O" 2'0' 10'4' 2'0' 6'0' 2'0' 2'0' 6'0' 15'8' 3of3 HOUSE TRAP 56V PLUMBING RISER DIAGRAM (NTS)