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HomeMy WebLinkAbout26924-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28098 Date: 12/03/01 THIS CERTIFIES that the building ACCESSORY Location of Property: 786 BAILIE BEACH RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 8, 2000 pursuant to which Building Permit No. 26924-Z dated NOVEMBER 15, 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 ACCESSORY THREE CAR GARAGE WITH NON-HABITABLE STORAGE SPACE AS APPLIED FOR. The certificate is issued to NICHOLAS A & CAROLYN A CUTRONE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 574096 10/24/01 PLUMBERS CERTIFICATION DATED N/A th rized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26924 Z Date NOVEMBER 15, 2000 Permission is hereby granted to: HERBERT GOLDSCHMIDT 20 CANTERBURY RD -APT 2-D GREAT NECK,NY 11021 for NEW CONSTRUCTION OF A THREE CAR ACCESSORY GARAGE WITH NONHABITABLE STORAGE SPACE AS APPLIED FOR WITH TRUSTEES APPROVAL. at premises located at 786 BAILIE BEACH RD MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 007 pursuant to application dated SEPTEMBER 8, 2000 and approved by the Building Inspector. Fee $ 218 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 1 f Form No.6 Q TOWN OF SOUTHOLD V BUILDING DEPARTMENT Ato TOWN HALL Z 8 765-1802 8th' OPT APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. November 24, 2001 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 786 Bailie Beach Road Matti tuck House No. Street Hamlet Owner or Owners of Property: Ni rhnl as A & Carnl yn A- Citrnne Suffolk County Tax Map No 1000, Section 99 Block 03 Lot 07 Subdivision _ --- Filed Map. --- Lot: --- Permit No. 26924Z Date of Permit. 11-15-2000 Applicant: Nicholas & Carolyn Cutrone Health Dept. Approval: No water X sewage Underwriters Approval: nn f i 1 e - rnpy a t t a r.h err Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 25.00 Q�o a8o �o �-n f Applicant Signature THE NEW YORK BOARD OF FIRE ,UNDERWRITERS PAGE 1 1001071 : BUREAU OF ELECTRICITY F, 40 FULTON STREET, NEW YORK, NY 10038 Date OCTOBER 24,2001 Application No. on jj��le 13195901!01 N 574096 THIS CERTIFIES THAT PERMIT NO. 26924Z only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of NICK CUTRONE, 786 BAILY BCH ROAD, HATTITUCK, NY in the following location; ❑ Basement ® ht Fl. ® 2nd Fl. GAR/OOT Section 099BIock0003 Lot 007 was examined on OCTOBER 16,2001 and found to be in compliance with the National Electrical Code. FARE FIXTURES RANGES COOKING DECKSOVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHESINCANDESCENJ FLUORESCENT r OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. 10 6 8 10 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECTT. TIME CLOCKS BELL UNIT HEATERS M SYSTEMS T DIMMERS AMT. K.W. OIL N.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. M.P. NO.OF FEET AMT. WATTS 2 20 SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP• TYPE EQUIP. I•2WJI/3W 3•JW 3 1 4W PER a OF CC.CON,. NO.OF HI•LEG OF HI•LEG NO. NEUTRALS OF NEUTRAL 1 150 CB 1 X 1 2/0 1 1/0 OTHER APPARATUS: G.F.C.I:-1 G & S CONTRACTOR LIC.#578 E L BOX "215 SOUTHOLD, NY, 11971 GENERAL MANAGER 11 Per 1hM oerlNkate must not be altered in any manner,return to the office of the Hoard N Incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. STATE OF NEW YORK ) ss. COUNTY OF SUFFOLK � ) I tTC i2 la l�ER4c� being duly sworn, deposes and says. r�q That deponent is over the age of 18 years, and resides at /' 1 12. I.ONNI;TgVoT A [S"iP TG(zRAGE: NY 11-752 Thai on day a U . IW, deponent, being the archit ineer, licensed by the State of New York, hereby states #gat s/he ac oeos full responsibility for the s=mpanying pia compliance with the New York State Fire Prevention and Buildir�Code CRR). Arch L�r�n►S� # 02._3 g�2�� to b�q a me thig day of t U Ckt) � 02©0 0 NotefryF Public DOREEN E.DRUZGA Notary Public,State of New York to.ied In 48680 ? CJI Qualified in Suffolk rui Commission Expires Aug.1 . cc- appli(ant BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: /,0/23/0d APPLICANT NAME: Crd�sch.Y�Q / �-spa.-�c� �� ,a�• DATE SUBMITTED: PROJECT LOCATIO STREET: 74-.6 A It CITY: A SUBDIV. NAME: ARCHITECT/ENGINEER: / e7-r-r .e FAST TRACK:e E RNO SCTM# --- DISTRICT: 1,000 SECTION: 9 BLOCK: 3 LOT: ZONING: ZONING DISTRICT. R4 R80 AC CONFORMING: YES o NO REQUIRED LOT SIZE: ¢O,< SQFT. WHERE ACTUAL LOT SIZE FROM? Ti, ACTUAL LOT SIZE:,q4&f8 SQFT. REQ. REQ. REQ. FRONT:!fD_'PROPOSED: ' SIDE YD: /.5 'l 3S ' PROPOSEL&A ' REAR:$O 'PROPOSED:44' LOT COVERAGE: ALLOW D: 2-dd % EXISTING:1241 sf.3: o NEW: g2-,!� sf.4% TOTAL2/24 srG 30 c CORNER? YES OR O WAT ER FRONT? ES R DESCRIPTION: 7 SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES oOOTES: LOTS 40,000SF --100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at any time after July 1, 1983.) PROJECT DESCRIPTION: ADD.ALT, cc R NID: I cw- 4gg4y W t w4 ---7--,,AV-Ce- AGENCY Ta,,A-Ce- AGENCY PERMITS REQUIRED FOR REVIEW NEEDE TOWN SPETIC PERMIT: YES or SUFFOLK COUNTY HEALTH DEPT: YES or (BED #): DTE: / / PERMIT#:R10- NEW YORK STATE DEC: Y o N L ��o`-►-*�.o n< E,��sT,� sr.,��so,•�_ -/ SOUTHOLD TOWN TRUSTEES: E r /e a oa TOWN ZONING BOARD APPROVALES r TOWN PLAN. BOARD APPROVAL: or FLOOD COMPLIANCE ZONE: PANEL #: / 43 FLOOD ZONE:_, FEMA PRE-FIRM OF SOUTHOLD 3/18/80 NYS ENERGY: YES ORO : EGRESS: VENT: LIGHT: ,.11�,q NOTES: e. o FEE STRUCTURE: FOUNDATION: 0 — SF FIRST FLOOR 946 SF SECOND FLR S 7 SF INIT OTHER TOTAL TOTAL: / flS SF FEE FEE FEE TOT( SF)- S06 SF)= 9/S SF X $ .?o +$ _$ 2 •oy Albert J. Krupski,President �'1' Town Hall James King,Vice-President �� 53095 Route 25 - P.O.Box 1179 Henry Smith Artie Foster Southold, New York 11971-0959 Ken Poliwoda ` • "y= Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 9, 2000 Mr. Peter Gerace 792 Connetquot Ave. Islip Terrace, NY 11752 RE: NICK CUTRONE 786 BAILEY BEACH RD. , MATTITUCK SCTM#99-3-7 Dear Mr. Gerace: The Southold Town Board of Trustees reviewed the survey dated August 23, 1997 and determined that the construction of a 301X 30 ' two-car garage to be out of the Wetland jurisdiction, under Chapter 97 of the Town Wetland Code. However, any activity within 75 ' of the Wetland line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/lms ,20 19Z�lf M-1802 UILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE�IMNEY` REMARKS: ,DATE `CJ l INSPECTOR BUILDING DEPT. INSPECTION [ ]✓ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: ,DATE b INSPECTOR BUILDING DEPT. INSPECTION [ ] FQNNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE INSPECTOR suaciNc DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ' ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: I% , r�{I �{r'�2.0 c�J DATE � � INSPECTOR- //) NSPECTOR J suu.uiNa DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F ATION 2ND [ ] INSULATION [ FRAMING � � I 1 FINAL [ ] FIREPLACE & CHIMNEY REMARKS: IAlr i �6CL DATE � INSPECTOR '�`�j yo suiwiNG DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN3U ON [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: Af DATE /o/-INSPECTOR :ELDr SPECTION REPORT DA _ COMMENTS :asaaxsa=xxx==axes==xx=x�.aas sax= xxx==�- ------x ==zxx=xx xaxxxaaa= x=x==xxc= x=x II II )UNDATION ( 1ST) 10 I )UNDATION (2ND) _-- II II _ _ !_ -_ --- - �- ________________ _______ (�y u o v lUGH FRAME & ji fJ 1 PLUMBING 'j II II II � 1 ;SWATION PER N. Y. STATE ENERGY II ii CODE ii u _____________�____________________------__ 7-1 r� II H II II 11 1 I� `II 1 FINAL aaesxaxxxx=xxxxxxxxxxxxlaxaxsz=aas==xxaar�xx=saxxxxxaxxa==x=x=xv=ss=xxxax--aa= 0 ADDITIONAL COMMENTS: as=xxxx/=lxsexxexx==e=/=/=a�f=sxsxele==x—=====s=ssx=ssssxxs==ss=ss==x=es===se=sc=c=ae==xxx=xo # 27 J ore �rTN o414,T p,'11X,..J-m sA4 r SCA oe `3 9 ' ts7� �v. a\\ H H z a tvM ro H BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: C • M65(A N4 CALL Examined... -0),.6 .3......, MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved..,�h.......... ?. Per mi t No. .`a `2� . Disapproveda/c .................................. .................................... ............................................ . ...... t (Building Inspector) APPLICATION FOR BUILDING PERMIT D Date. . . . . . . . . . . . . . . . 19. . . . L-� INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wii 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 application. c. The work covered by this application umy not be camienced before issuance of Building Permit. d. Upon approval of this.application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be,kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MALE to the Building Department for the issuance of a Building Permit pursuant to the Building ?one Ordinance of the lbwn 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. ..... ....... . ..A ......................... (Signature of applicant, or name, if a corporation) �4Co ..U�voM. S-r:j FasT.MEAopw NY. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A PPLIGAN r.. is .. .................................................................................................. 141e Name of owner of premises ........... CVT 1 .9N F_�. "''••d 1�. e......................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. .....:................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done .............................................................. 78& 1341LFY SeAe-N Rag) I tA7r1T'VGIVY .................................................... .................................................................. House Number Streetq Hamlet County Tax Nap No. 1000 Section ................ Block ......3........ Lot ..!............. Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and ocaupmxy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy EX1 ST/N.. KE5...E�G� ................... E'66 .. W CF-............................................. PosF-0 1 Y-2 s� i b. Intended use and occupancy STORY )&-trA r-4ED CoccupancyI Mo ............................... ............................................ Nature of work (check which applicable): New Building .v/ ..... Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work ...................... ........... (Description) Estimated Cost A 3?,P?f............ fee .............................................. -(to be paid on filing this application) If ckaelling, nuhivr of dwelling units ............ cumber of dwelling units on each floor ................ Ifgarage, n nber of cars �1.-................................... If business, commercial or mixed occupancy, specify nature and extent of each type of use.......... Dimensions of existing structures, if any: Front...3 21.f...... Rear L.J............ Depth 30..t......... lleiglht ..... .................. Number of Stories ............ Dimensions of sane structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Nunber of Stories i'............. � 2st Dimensions of entire new construction: Front Rear ..3 .......... Depth Height .................... ... Number ofIStories ..0 ............. t Size of lot: Dont .... x............ Rear ... /C715�..'........ Depth .3 2�............. 0. Date of Purchaa... ......am®O. Name of Tonner Owner x ..... ��.Sc!G`�: ,1........... I. Zone or use district in which premises are situated ...J;7. .................................................. 2. Does proposed construction violate any zoning law, ordinance or regulation: .N O............. 3. Will lot be regraded ............. Will excess fill be removed from premises: YES 4. Names of Owner of premises N PG ..Cru10 ......... Address?,Cogi.Dk1rn�.STS E.. �I 4O0W Phone NOF....794;o"7'9 Name of Architect rFJ4.............F................ Address79Z CoNNETcwor Avf: ISLIP � � 277-0190 X ............ ........ .... Name of Contractor ................................... Address ............................Phone No. .............. 5. Is this property within 300 feet of a tidal wetland? * YES ..�.... NO .......... *IF YES, SOUAlIJ[D M4N MWMS PUMrT MAY BE W!Qm lm: e4 e✓ o.1� n o n- u r l sd l C-t i O h1' PLOT DIAGRAM 0--tu'c.h ea I,ocate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions rom property lines. Give street and block number or description according to deed, and show street names and indicate hether interior or corner lot. I VUE or Nva Y(x1K,Q SS (J(JN(Y, Or .... ....... ....IVOGpl.1}SCvTRpN� ...........................being duly sworn, deposes and says that he is the applicant Name of individual signing contract) Bove named, W AJ eis the ..............✓f.................................................................................... (Contractor, agent, corporate officer, etc.) -f said owner or owners, and is duly authorized to perform or have performed the said work arxl to make and file this pplication; 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. kaorn to before me this ........ .da of ..Au6usT.....swop... Notary Public .. .... VIRGINIATOKAR (Signature of Applicant) Notary.Public,State of New York No.01T06005182 Qualified in Nassau County Commission Expires April 6,20. N - r. r rr f f �. � r. .... �. �'/� Orr /`�'!^f//�t.LtM a%/ ��• � � s TK%r A4RA1 d .irri,.r �cry • i w � 5 yI�QYARD i • SCTPs1aGK. 1 bt la i ?d73.bot' J�I.9p' Lfl A eta►uAwe ,,ti��o° ,�r Q• eq tr:rt. r _ � •t` ! � � � pta waw'r°* JiA GW ��11 �,•r,�r„a►„r..rfrrr�r�,�.wv�1� �!'i r Nov 27 00 01 : 00p PETER R. GERRCE 516-277-0278 p. l 4 r ? I A, GERACE ARCHITECTURE STUDIO X792 CONNETQUOT AVENUE ISLIP TERRACE NY 11752 PHONE 631 277 0190 ■ FAX 631 277 0278 November 27,2000 To:Town of Southold Building Department 53095 Main Road Southold,NY 11971 Attention:Mr.Bruno Simone,Plans Examiner Via Fax#631-765-1823 Hardcopy to follow by mail Re: Project—Cutrone Residence—PERT NUMBER 26924 Z Location: 786 Bailey Beach Road,Mattituck,NY 11952 Client/Contact: Mr.Nick Cutrone #2468 Devon Street East Meadow,NY 11554 Phone: home(516)794-0878 Phone:Work(pager)(516)975-3938 Dear Mr.Simone, Per our telephone conversation of earlier today you shall find enclosed a revised plot plan for the above referenced property.The owner would like to erect the proposed structure with a 10'-0"side yard setback rather than the 5'-0"setback originally filed for. Please review the survey at your earliest convenience.We seek to receive approval from your office regarding this revision. If you have any questions at all or should you require any further information,feel free to contact me. Thank you for your help to date with this project. Best regards, Peter A.Gerace U C.C.:Mr.Nick Cutrone(Owner) Ms.Cathy Meslano(Expeditor) PAG:tas Enclosure Nov 27 00 01 : 00p PETER R. GERRCE 516-277-0276 p. 2 r ti Al Lewd �9t Awed feewa n+�+•...rn.r..t4.r+•79ro�,1Yr r i Lw MOP door- jVd&A~ir al l �RY�sw.•ce .+ �, , x35 � , V • IBS g�n�YA p '�T77oG ! lb t�s.I Slt1/ 11/ int ` �ir►+�i.�' ,� ...ski.v9%"� -LA i♦mss awwrr� + .� 'l �• r ''t �t r:a•t. �.c .A • trt01 j• /0 � ,dP \V .,�,ey�. � r car-•��t�+wrvr_. ' �t''a �,�.�.—�DTIV•-+��.!SG�-..•. f� k � ,r,�swtaR/"y+ab v�- ` �~ rtO./W4rAm� `�C �i4Y!/o'�7/ .�iYiYTsd,ye a � amip MY I ���y 3`��k/ �j• �� To - %.o LAW LE 9�r �t/Z7•oa'�o'�s/ azo ss I e ,�/,� o�.� ,8�`,C,e�/ '��a•.�,,,�oma♦ lkaomw—e9��- �gb LAW~- A/I qu��y �cw.�voaw�r.G A��Gs� s�z� �r FawrA�T.larJ lsc-JuC�/3i�� rileatoNy//y�'/ ��,rs•�, ■=�cxx.�yo�.�x,�ro s?�-�c9�9ta3 s 9q-c -ate II f - /.Sd•ya' � c %� -per � ,C/ZZ'a7%f/as•V Cii��,���i/Q� a%� � �,.s d a �a � Bey h � 3� Ilk �I r wl� 5SO LANO 8 LE iz v , mil VIIJ *711 4 �9 33656 OP 11ew y°P Lars .,s1� i oryvc�.�wrd ,cl.Y, l3 �, gvr�xcuiyrr/.LEw,�uoa .r Pm!rdr•peeeaAWC 5=40 fcvaagraa�Lo�•�y�3,zap x e•ylarr/xwo .c -76.5�9Z,93 �••+'Gr»-9q-o3-a�' 1 r. GERACE ARCHITECTURE STUDI 'j I792 CONNETQUOT AVENUE ISLIP TERRACE NY 11752 �bi ) PHONE 631 277 0190 ■ FAX 631 277 0278 LJ BLDG, IDr October 28,2001 To: Town of Southold Building Department 53095 Main Road Southold,NY 11971 Attention: Mr. Bruno Simone,Plans Examiner Re: Project—Cutrone Residence Location: 786 Bailey Beach Road,Mattituck,NY 11952 Client/Contact. Mr.Nick Cutrone #2468 Devon Street East Meadow,NY 11554 Phone: Home(516)794-0878 Phone:Work(pager)(516)975-3938 Dear Mr. Simone, On Friday October 25,20011 made a site visit to the above referenced address regarding the new garage structure. Given the fact that construction is nearly complete,I could not verify all aspects of the project.However,to the best of my knowledge and ability,it appears that the garage has been constructed in conformance to the construction documents prepared by my office. With respect to the building height,it appears that the"mean average building height"is well within the 18'-0"maximum dictated by zoning requirements. If you have any questions at all or should you require any further information,feel free to contact me. ED Sincerel Peter A.Gerace 11 (P C.C. Mr.Nick Cutrone � � ypQ' PAG:tas OF NES YYY CONSTRUCTION NOTES EN - Y CODE NOTES U .ate rn 1 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS Of THE NEW YORE STATE PLUMLJNO NOTES AREA OF GLAZING A PERCENTAGE OF THE GROSS WA AREA OF THE / f°Z'� /�,t•-���-'•� S�TenuCS ���ul�a CONSTRUCTION CODE, THE NEW YORK STATE ENERGY CONSERVATION CODE, RESIDENCE IS LESS 17% GO REU�S� �rJ AND ALL APPLICABLE FEDERAL. STATE. AND LOCAL CODES, ORDINANCES AND [q� a� CoA�S ?� r/GX7 m REGULATIONS. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL REQUIRED R VALUE 6000 REE DAYS PROVIDED 2� ALOM�Gy /s/'TH^, 'Tl` / C �- ZO N NATIONAL, MUNICIPAL. LOCAL AND OTHER AUTHORITIES HAVING JURISDICTION GF !!/<oi a�" /"'rosumo /S[c,v /'Mow-ct X-X'STi^'G cJ L €G 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING EXTERIOR WALL = R-18 R= R-1H O H o'�y%6 JOB SITE PRIOR TO COMMENCING WORK, REPORT ANY DISCREPANCIES TO JURISDICTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE , THE THE ARCHITECT BEFORE PROCEEDING WITH THE NlGRfl COUNTY HEALTH DEPT., BEST PRACTICE AND MANUFALTURERC ROOF/CEILING = R-19 R= R-25 nAn6 t1 ° SPECIFICATIONS. H W �AEop 3 THE CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER THE JOB SITE TO FLOOR = R-1 N/A O 2 CONNECT ALL NEW FIXTURES TO EXISTING SANITARY LINES. �,.+oo. PREVENT ANY DIRT, OUST DEBRIS, ETC., FROM ENTERING FINISHED SPACES ' /"�'/ aYAr 6r ..+u.d�fFM/7A9m C Z �R7o95�E PROTECT ALL ADJOINING AREAS AND MANE GOOD AM DAMAGE RESULTING } EXTEND SOIL, PIPING, WASTE AND VENT LINES AS REQUIRED, REMOVE TO THE BEST THE ARCHITECT'S KNOWLEDGE, BELEIF AND S�'Kr• FROM ANY CAUSE ALL FIXTURES, PIPING, LINES, ETC., NO LONGER REQUIRED. PROFESSI L JUDGEMENT, THESE PLANS ARE IN COMPLIANCE PART S w 6m000y�,q 4 ALL WORKMANSHIP AND CONSTRUCTION MATERIALS ARE TO BE OF THE 4 ALL DRAINAGE PIPING SHALL RIIN IN EXTRA CAST IRON PIPE, 5 OF NYS ENERGY CONSERVATION CODE s yp C 3 E FINEST AND HIGHEST QUALITY THROUGHOUT UPON COMPLETION, ALL WORK SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE rEu jcOr....c T'r �j.�soacad 'e"'tir 0 CO }sE€B9RP SHALL BE LEFT CLEAN AND IN PERFECT CONDITION COMPLETION OF WORK, 5. NO PIPES, EITHER SUPPLY, WASTE, OR VENT, SHALL BE EXPOSED Doan r.-c Ac Conc,«�r. Z , ag o- HOWEVER, DOES NOT GUAPANTEE ACCEPTANCE BY THE PROFESSIONAL AND EXCEPT AS REQUIRED AT FIXTURE / w a ANY REPAIRS, CORRECTIONS, OVERSIGHTS. ETC, SHALL BE AT THE EXPENSE OF THE CONTRACTOR 6 PROVIDE ADD INSTALL PROPER. INSULATION ON ALL HOT AND COLD WATER AND SANITARY PIPING Q 5 UPON COMPLETION OF WORK THE CONTRACTOR SHALL REMOVE FROM THE ALL FIXTURES TO HAVE 1/2" SUPPLY UNLESS OTHERWISE REQUIRED BY d1 d �p�sg;„ SITE ANY SURPLUS MATERIALS, EXCESS WRAPPINGS. EMPTY PAGY•ACES AMD PLUMBING FIXTURE MANUFACTURER PLUMBER TO VERIFY ALL PLUMBING U Au„6g OWR CONTAINERS AND ALL DEBRIS RESULTING FROM THE WORK ALL DEBRIS TO REQUIREMENTS. BE LEGALLY DISPOSED OF OFF-SITE. > fi. FOOTINGS AND FOUNDATIONS TO BE MINIMUM 3,000 PSI I CONCRETE 6. PITCH ALL DRAINS AND BRANCH VENTS MINIMUM 1/4” PER FOOT APPROVED AS NOTED LL EnE °'"°?gL ALL FOOTINGS TO PEST OP! VIRGIN, UNDISTURBED SOIL EXTERIOR OF ALL 9 ALL PLUMBING FIXTURES AND FITTINGS SUPPLIED BY OWNER, INSTALLED j' m gM g�°E ALLFOUNDATIONI WALLS TO BE DAMP-PROOFED FULL HEIGHT BY CONTRACTOR DATE/:T��/� W g,p e�6 �v `w EGr.. C,. 7 ALL CONCRETE FLUOR SLABS TO BE REINFORCED WITH F%F 10/10 WWF 10 PROVIDE AND INSTALL LEAD OR LEAD-fOATED COPPER PAN. COVERING FEE. a'f-B.�—BY: DO NOT PROCEED WITH B P`©C� ° � SIDES AND BOTTOM OF 9hOWER ENCLOSURE W11 SEAMS CONTINUOUSLY NOTIFY BUILDING DEPARTMENT AT �� 1 -@€BBU.� �MN 9 PROVIDE PDLYETHELENE VAPOR BARF.IEP. UNDER ALL INTEP.PJP. SLABS SOLDERED PROVIDE FOR WATERPROOF DRAIN CONNECTION FRAMING UNTIL SURVEY _ -5" '"'6°' MINIMUM 6 MIL THICK 11 ALL PIPING TO BE INSULATED AND LOCATED 50 AS TO MINIMIZE NOISE FOLLOWING 02 9 NS TO 4 PM FOR THE YsMe�e BYff3ga FOLLowING INSPEcrlorls: Of FOUNDATION LOCATION 9 ALL CRAWL SPACES ARE TO BE VENTILATED WITH "ALUM BRICK VENT" 12 PIPING MATERIALS SHALL CONFORM WITH SECTION 904 6-N Y S 1 FOUNDATION - TWO REQUIRED HAS BEEN APPROVED. G TYPE ' LOUVERED WALL VENTILATOR AS MANUFACTURED BY REISNEF CONSTRUCTION CODE FOR POURED CONCRETE D' 0 VENT BRICK CORP LI CITY , N Y CAST ALUMINUM NTH INSECT MESH 2. ROUGH - FRAMIY� & PLUMBING SCREEN 4. PROVIDE AND INSTALL ALL PIPING REQUIRED FUR HVAC SYSTEM, 3. INSULATION 4. FINAL - CONSTRUCTION MUST n�1 u 10 INSULATION AT ALL EXTERIOR WALLS, CEILINGS. AND FLOORS TO BE COMPLETE ^ FOIL-FACED FIBERGLASS BATT INSULATION, 'R VALUE AS SHOWN ON L CONSTRUCTION C.O. a r DRAwINcs, NTH FAIL FACE ro wARI.I-IN-WINTER SIDE, As MANUFACTURED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. m BY OWENS-CORNING 11 PROVIDE AND INSTALL METAL FLASHING AS REQUIRED TO ENSURE WATERTIGHT /(/ TATE CONSTRUCTION & ENERGY V] 3 CODES. NOT RESPONSIBLE FOR � AND WEATHERPROOF CONSTRUCTION, INCLUDING ANY ROOF PENETRATIONS, DESIGN OR CONSTRUCTION ERRORS W x WINDOW AND DOOR OPENINGS. INTERSECTIONS OF ROOFS AND VERTICAL FOUNDATION NOTE-) WALLS, EAVES, GUTTERS, ETC PROVIDE ALL CLEATS, FASTENERS, EDGE ANDF-�� , L�NQ /JL ANO �eew40 W W 1 ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,000 IS � U DRIP STRIPSETC t 12 PROVIDE GALVANIZED METAL STRUCTURAL TECO' CONNECTOR' AT BUTT r CONNECTIONS OF STRUCTURE AS MANUFACTURED BY SIMPSON STRONG-TIE CO 2 ALL CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3,000 IDR PI(�� OR 3,000 P S I. AFTER 26 DAYS, MINIMUM OCCUPA VppV�� �/�R U 13 PROVIDE ALUMINUM GUTTERS AND LEADERS PROVIDE ALL BRACKETS, HANGERS, r - C.�.3°E �� UNLAWFUL STRAINERS, CTC, AS REULIIRED. CONNECT ALL LEADERS TO DRYWELLS 3. ANCHOR BOLTS TO BE 1/2" DIAMETER X 15" LONG AND LOCATED 8'-D" OC MAXIMUM AND 1 -O MAXIMUM FROM CORNERS ,.�.rrxr A*rl r/.{AM (OMITTED, VVITHOUI CERTIFICATE 14 4. ALL OPENINGS FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE p"�, 15 ALL EXTERIOR WALL SILL PLATES TO BE ANCHORED TO FOUNDATION WITH OF OCCUPANCY GALVANIZED STEEL ANCHOR BOLTS 1,/2" DIAMETER X 15LONG AT 8'-0` 5 EXTERIOR OF ALL FQUNOATION WALLS ARE TO BE LIAMPPROOFED, UC MAXIMUM, AND TWO (2) AT EACH LORNER STARTING AT A POINT 1/2" BELOW PROPOSED FINISH GRADE TO UNDERSIDE OF SLAB "•1 16 ALL WINDOWS TO BE AS SHOWN ARID SPECIFIED ON THESE DRAWINGSK p 6 ALL CnNCRETE WORK SHALL CONFORM TO ACI 301-96 "STANDARD i UNDERWRITERS CERTIFICATE 17 ALL DOORS TO BE AS SHOWN AND SPECIFIED ON THESE DRAWINGS SPECIFICATIONS FOR STRUCTURAL CONCRETE" - REQUIRED �' P q .. 18 SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIAE COUNTERFLASH AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO 1 _ INSTALLATION, SILLICONE TYPE SEALANT, ACCEPTABLE MANUFACTURERS; /•'` f -�•' ^-- IJ ] DAP, PECORA, TREMCO ELECTRICAL NOTES 19 ALL SOFFITS ARE TO HAVE CONTINUOUS PERFORATED ALUMINUM SOFFIT 1 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE WIDE ',G ~ VENT STRIPS Y' E SIMILAR TO 'BA SERIES AS MANUFACTURED BY NATIONAL ELECTRIC CODE (LATEST EDITION), UNUERWRITER S I Irl LABORATORY, LONG ISLAND UGHTING CO, AND ALL AUTHORITIES AMPCOR, TAYLORSVILLE, MISS,. m � W O � 20 ALL STRUCTURAL LUMBER (BEAMS, GIRDERS, HEADERS, BEARING WALLS, HAVING JURISDICTION CID U ETC ,) TO BE DOUG FIR IIAVING A MINIMUM FIBER STRESS OF 1000 P S.1 W 19% M C , FRAMING LUMBER FOR ALL OTHER CONSTRUCTION 2 UPON COMPLETED OF THE WORK, THE CONTRACTOR SHALL TO BE HEM OR DOUG FIR HAVING MINIMUM FIBER STRESS OF 950 OBTAIN AND PAY THE FEE FOR A CERTIFICATE FROM THE NEW YORK �•�• J P 51 9< 19% M C BOARD OF FIRE UNDERWRITERS FOR ALL WO�RI �Pap 3 THE EXISTING ELECTRICAL SERVICE SHALL BE MODIFIED AS SECURED yroRY AARAlC 21, ALL BLOCKING LUMBER AND PLATES IN CONTACT WITH MASONRY OR TO ACC OMUDATE THE ADDITION/RENOVATIONIS BY ADDING BREAKERS CONCRETE TO BE PRESSURE-TREATED CCA LUMBER L9><E51 OR PANELS, ADDING CIRCUITS, SWITCHES, REECEPTAQES, FIXTURES, ETC, WHERE CALLED FOR OP. AS REQUIRED 4 • � J 22 ALL PRESERVATIVE TREATED LUMBER AND PLYWOOD SHALL BE SOUTHERN PINE, 4 CONTRACTGP. SHALL SURVEY EX SERVICE AND DETERMINE THE PRESSURE IMPREGNATED WITH CCA IN ACCORDANCE WITH FEDERAL SPECIFICATION AND CALCULATE ALL NEW 2 TT-W-571 AHG AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARDS, SUITABILITY FOR ITS INTENDED USE, f'FC"`'' S�/t�`/ ���9(G'O AND SHALL BEAR A THIRD PARTY QUALITY MARK INDICATING COMPLIANCE WITH THE ELECTRICAL REQUIREMENTS APPROPRIATE AWPA STANDARDS AFTER TREATMENT, LUMBER AND PLYWOOD SHALL - PROVIDE AND INSTALL ALL LIGHTING, SWITCHICS, DIMMERS, BE KILN-DRIED TO A 19% OR LESS MOISTURE CONTENT RECEPTACLES, Err , AS SCOOPED ~ ALL LUMBER AND PLYWOOD FOR GROUND CONTACT USE OR FRESH WATER USE SHALL 1 ` BEAR THE THIRD PARTY QUALITY MARK LP-22 "GROUND CONTACT USE" 5 51nErARp 1 6 CONNECT ALL EQUIPMENT, EXHAUST;, MOTOR . CIRCULATORS, ETC. 6�YBnLr , 23 DOUBLE ALL JOISTS AROUND OPENINGS, UNDER PARTITIONS RUNNING 7 PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAPS AS REQUIRED PARALLEL TO JOISTS, UNDER BATHTUBS, AND AS SHOWN OR REQUIRED FOR EXHAUST FANS YdAe4' _ aw M y;.t 8 CONTRACTOR TO COORDINATE HIS WORK. WITH OTHER TRADES ON THE e•e/' ' K O N 24, PROVIDE I" X 3" CROSSBRIDG'ING IN LINES 8'-0' OC AT CENTER OF _ E O G _ ALL SPANS OVER 8-0 FOR ALL JOIST FRAMING, OR PROVIDE BLOCKING JOB IN ORDER TO AVOID C,ONFLII,TS WITH EITHER TRADES 4Ly.=pW �- '-'-g%Z q9. "'— �_ J w w AS SPECIFIED BY FLOOR JOIST MANUFACTURER 9 ALL RECESSED LIGHT FIKTURES ARE TO RF THERMALLY PROTECTED OF:O O 10 CONTRACTOR TO VERIFY" THICKNESS OF ALL CEILING CONSTRUCTION O w m N1 AS REQUIRLD BY LIGHT FIXTURES d ; ` LJ f ABF \� N .- 11 ALL RECEPTPCLCS, SWITCHES, DIMMERS TO ED LEVITON WHITE V ,); e 3 W y 4 Z W J z O PLASTIC 'DECORA' SERIF PROVIDE GROUND FAULT INTERRUPTER a, Q - 26 EXTERIOR WALL AND ROOF SHEATHING TO BE EXTERIOR GRADE CD% OUTLETS WHERE SHOWN OR AS REQUIRED BY CODE J PLYWOOD THROUGHOUT 1/2" THICK AT WALLS, 5/8" THICK AT ROOFS N W A D 0 O m U m 12 ALL FIXTURES AND EQUIPMENT ARE TO BE OIL LISTED. Y N m O 27 DOUBLE RAFTERS AND TRIMMERS AT ALL ROOF OPENINGS ` �•.• lab�•4 O of f- C • CD U r H 28 GYPSUM WALL BOARD TO BE 1/2" THICK, 48" WIDE, LONGEST LENGTHS v� ri�• 1e��h�r1'. 0= w a POSSIBLE, LAID HORIZONTALLY, ALL JOINTS TAPED AND SPACKLED, `'q Y D • e w S rn MINIMUM, 3 GOALS, WITH METAL CORNER BEAD AT ALL EXTERIOR b " ~ m CORNERS PROVIDE 'WR ' TYPE GYPSUM BOARD AT ALL BATHROOM p�1 * - WALLS AND CEILINGS AND "WONDERBOARD" BEHIND ALL CERAMIC TILE ` �Y G �� / Z WALLS p ( O { F f Q '/ (/ 4a'1 r, rA J1 29 WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE � r 00 4 m AA `� m xi 111 1111A d4 •• •.. �•" 30. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE Y EVERTTHING NECESSARY W PERFORM THE ENTIRE WORK PROPERLY /• C' EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN UNLESS EXPRESSLY STATED OTHERWISE; ALL 'TT,`.lY T,InM .i,` rW3'L4}d•H�'�'�'l�T- ' 5 __�OT_ — SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND OPERABLE. NOTE. �Y - -- 31 CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AS REQUIRED TO /C Gets,nlas'•Mirn jdZwY.VAr/xp!P1N•r MAINTAIN STRUCTURAL STABILITY OF EXISTING STRUCTURE 1 CONSTRUCTION NOTES, FOUNDATION, ELEC;TRI CAL AND PLUMBING lllK��K � WINDOWS AND DOORS TO BE NOTES ARE PROVIDED COLEY TO PROVIDE A GENERAL OVERVIEW OF 32 UNLESS OTHERWISE SPECIFIED, ALL ANDERSEN UNITS - MODEL NUMBERS AS SPECIFIED ON THESE STANDARD CONSTRUCTION PRACTICES FOR A PROJECT OF THIS SCOPE ry A^ W O DRAWINGS. _ THESE DRAWINGS ARE BASED, IN PART, OLD INFORMATION GATHERED �" de ` pT+.�'b' Z a 33 ALL GLAZING WITHIN 18" OF FINISHED FLOOR TO BE TEMPERED FROM A LIMITED SITE SURVEY B, THE PRIIFESSIONAL. ACCESS b a SAFETY GLAZING IN CONFORMANCE TO NYS CODE PART 715 TO SITE k EXISTING STRUCTURE(S) IS LIMIITED, SOME INFORMATION ~�F,(/te- �h" T N.A. d•Mµy�p ♦ qAl/„gfDeMJ•10� US US J SHOWN AS EXISTING IS ASSUMED ¢ d TRELLISE LUMBER AND ALL OTHER LUMBER E"-•�µ ��� 34 ALL DEGUNG LUMBER, a w EXPOSED 10 EXTERIOR. CONDITIONS TO BE GCA TREATED LUMBER, 8 THE ARCHITECT MAKES NO REPRESENTATIONS HSYS ANY EXISTING OR N•Y.ilyT/ Z O UNLESS OTHERWISE SPECIFIED PROPOSED MECHANICAL STRUCTURAL OR FINISH SYSTEM. NOR DOES w J ARCHITECT ASSUME LIABILITY FOR ANY AIC TIIAL OR CONSECiUEN TIAL �ry ' 2 DAMAGE CAUSED BY FAILURE OF SUCH SYSTEMS. D 1 -rho � axe,IecT NO � `/ �KK�12 2000-53 36. CONTRACTOR TO THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING PJ NDY =I 2000 yes CONDITIONS ON SITE AND VERIFY SUITABILITY OF EXISTING CONDITIONS 9-1-00 FOR PROPOSED WORK CONTRACTOR TO NOTIFY ARCHITECT OF ANY L__ SCALE I OR. DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. �- NOTED I F'1 BLOO.DEC-,. I oLxel 37. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OR FD L 0 T r L A N ,I OVVfd G°SOUTFIOLD - KRH/PAG OMISSIONS OF THE CONTRACTOR OR ANY SUB-CONTRACTOR OR f crvecxeo ANY OF THE CONTRACTOR'S OR SUB CONTRACTOR'S EMPLOYEES SCALE' I"= 60' gRED,, +/- OR AGENTS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WOR PLOT PLAN IS BASED ON SURVEY OF ANTHONY W LEWANDOWSHI, LICENSED LAND SURVEYOR, DATED AUGUST 23, 1994 a�t�P�' OAcQ C.1� oar.mrvc NO 39. PROVIDE FIRESTOPPING IN CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, �Li,T� STAIR, ATTIC OR CORNICE CONSTRUCTION, AND AROUND CHIMNEY, PIPE AND ^ I DUCT OPENINGS, ETC , AS REQUIRED IN CONFORMANCE TO N Y S CODE PART H 7174 PLOT PLAN IS PROVIDED SOLEY TO SHOW GENERAL LOCATION OF NEW WORK IN RELATION TO EXISTING RESIDENCE FINAL UP TO DATE SURVEY, IF REQUIRED, IS TO BE N� PROVIDED BY A LICENSED LAND SURVEYOR AND IS NOT INCLUDED IN THIS CONTRACT THIS PLOT PLAN DOES NOT GUARANTEE ANY SITE CONDITIONS OR SYSTEMS. •y CONTRACTOR IS RESPONSIBLE FOR THOROGHLY FAMILIARIZING HIMSELF WITH ON-SITE CONDITIONS, LOCATIONS OF SUBSURFACE UTILITIES, EASEMENTS, SYSTEMS, TANKS, OF V ETC THAT MAY BE PRESENT AND IS TO COORDINATE ALL WORK ACCORDINGLY , 23'-0* NOTE: TYPICAL FOUNDATION/FOOTING TYPICAL SLAB CONSTRUCTION TYPICAL INTERIOR WALL CONSTRUCTION I,' TYPICAL EXTERIOR WAIL CONSTRUCTION - - 8' P.C. FOUNDATION WALL - 4' P.C. SLAB - VINYL SIDING (OWNER TO SELECT COLOR & STYLE) , - 16' x DEEP P.C. FOOTING AT 3'-0• MINIMUM - 6X6 10-10 W.W.M. - 2 x 4 WOOD STUDS 0 16' O.C. - INSULATION BOARD (AS SELECTED BY OWNER) 5'-1 1/2' " 4'-4 1/2' - B� ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE BELOW GRADE W/ (2) 85 RE-BARS. - 6 MIL. (MINIMUM) POLYETHELENE - (1) LAYER Yz' GYP. BD. OR Yz' ORIENTED - 15* BUILDING FELT INSTALLED AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL VAPOR BARRIER STRAND PLYWOOD AT EACH SIDE (GENERAL - j'z EXTERIOR GRADE PLYWOOD SHEATHING (2) 2X6 SUPPORT MANUFACTURER'S SPECIFICATIONS. ANY ITEMS INDICATED HEREIN ''�_- R ', VI O - 4' COMPACTED GRAVEL BASE CONTRACTOR TO COORDINATE WITH - 2 x 6 WOOD STUDS 0 16' O.C. WHICH,CONFLICT WITH MANUFACTURER'S SPECIFICATIONS ARE TO - r_ - MULLIONS - NOTE: OMIT VAPOR BARRIER AT OWNER). - R-19 FIBERGLASS BATT INSULATION � BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO � � �. � F3 i� _ EXTERIOR SLABS - Yz' GYP. BD. WALL FINISH OR Yz' ORIENTED STRAND COMMENCING ANY WORK. - - :z g �yy ' � TYPICAL ROOF CONSTRUCTION PLYWOOD SHEATHING (CONTRACTOR TO COORDINATE A ;0i S WITH OWNER) - , g 666q� - ASPHALT ROOF SHINGLES (AS SELECTED - PER OWNER'S REQUEST PROVIDE 220 VOLT ELECTRICAL SERVICE r J R4 RIDGE VENT BY 'COR-A-VENT' (3) 2X6 ADER 3 2%6 EADER __ _________ Z. 4'' y BY OWNER) ---_- - TO NEW GARAGE FROM EXISTING SERVICE AT HOUSE. w - 30if ROOFING FELT OR APPROVED EQUAL (TYPICAL) y -------.-------- � CONTRACTOR TO COORDINATE NEW WORK & LOCATIONS OF NEW o B ' PROVIDE SIMPSON STRONG-TIE CO. MODEL -� z EXTERIOR GRADE PLYWOOD SHEATHING o (2) CXWI4 (2) CXW14 I I EQUIPMENT WITH OWNER. 2 x 12 RIDGE SH3 HURRICANE CLIPS AT EVERY RAFTER c z o I a. F: �y - ROOF RAFTERS (SIZE & SPACING AS TO PLATEI,CONNECTION (TYPICAL) Z i R 0 1 w 'w 99 R INDICATED IN PLANS AND SECTIONS) 2 x 10 R.R. 0 12' O.C. 3 w - R-25 FIBERGLASS INSULATION o LINE OF CEILING 0 I Z 'r, Y Y 6j69 2 x 6 C.J. 0 12. O.C. 12 —I4 6g z s SPLAY ABOVE MAINTAIN I' CLEAR AIR SPACE ABOVE } c°P w Zo u (TYPICAL) 12 INSULATION AT ALL ROOF AREAS. p 2 W I.r/F T � s PROVIDE BAFFLES AS REQUIRED, TOP OF PLATE (TYPICAL) R=26 2_(��`�K ,n /rra o w 2 x 1 R ISD G E " ALUMINUM GUTTERS & LEADERS LOFT (3) 2X6 HEADER —� 2'_2. Z `V ' b 2'-2. OVERHANG 6a 34' HIGH HALF a a N x 0 TO DRYWELL (TYPICAL) w @g LINE OF BRIDGING BETWEEN •o = a U N " c m WALL/RAIL AROUND 'o ci w SEE FIRST FLOOR PLAN FOR o•o � � k TOP OF PLATE EVERY JOIST (TYPICAL) c = 3 " ,� STAIRWELL WINDOW MODEL ax AND LOCATION M, y R-25 14' TJI/PRO 350 F.J. U 2 x 12 = R I D G E CONT. I- SCREENED ALUMINUM 0 12' O.C. TJI RIM- SOFFIT VENT (TYPICAL) JOIST (TYP ) FIN. FL. AT LOFT u LL Q'' a o TOP OF PLATE TOP OF PLATE °N' LOFT a NOTE: LOFT IS DESIGNED FOR 'LIGHT" @ x 2 x 4 BRACING @ 2'-0' O.C. 1 �- 1 a STORAGE - 300'/s.F. LIVE LOAD & IOaI�/s.F. - �/� EXTERIOR GRADE PLYWOOD SUBFLOOR "' a 0 a• r' (TYPICAL) B.-O. -0�_ '-0' (3) 1% x 16' MICROLAM HEADER. w DEAD LOAD AS REQUESTED BY OWNER GLUED & SCREWED TO FLOOR JOISTS n R=19 GARAGE NOTE: OMIT ONE OR BOTH TOP E ' ' .n PLATES AS REQUIRED TO 4 220II' 6' % : LINE OF STAIRS BEYOND �- ACCOMODATE HEADER a0 • YC o TYPICAL SLAB CONSTRLW/ i � W (2) 2 x 6 C.C.A. SILSILL SEALER & TER FINISH GRADE m SHIELD (TYPICAL) L I FIN. SLAB. R 0 0 F B E LII 0 W I I I I / / / 1 ----- L---- -------J ■ \ -\ \\ \\� TYPICAL FOUNDATION/ HAUNCH ///\// / :, /; L---------- ------------ ----------------------------J M N FOOTING \ \\/ WINDOW/DOOR - HEADER SCHEDULE U /\\/\\j\\\I, OPENING WIDTH HEADER LINE OF WALLS BELOW (TYPICAL) UP TO 5'-0' (3) 2 x 6 a SECTION 'A' y4• = 1'-0• UUP TO P TO 6 UPPER LEVEL/LOFT PLAN 8'-0' ''0' (3) 2 X 0 UP TO -0' (3) 2 X 12 U a 35._0. II'-3' 14'-0' 6'-6' * UNLESS OTHERWISE INDICATED U w 35'-0' pa 3'-3• 11'-3' 14'-0' 6'-6' I 1 II LINE OF ROOF OVERHANG ABOVE P.C. APRON - (TYPICAL SLAB 3'-4' 16'-4' B'-4' (TYPICAL) CONSTRUCTION) 2x4 R.R. 0 16. O.C. & 2x4 C.J. 0 NOTE: PITCH APRON AWAY FROM BUILDING 16' o.C. FOR ROOF AWNING OVER A AT ALL SIDES. - - DOOR. CONTRACTOR TO A ' ALINE OF P.C. APRON At OVE PRE-FABRICATE ROOF AWNING , (TYPICAL) AND BOLT UNIT TO EXTERIOR r -- - --- - - - - - -- ----- - - -- - ----- - ---- --- - --- -- - - WALL. 6x6 POST n b I� � (TYPICAL) I (3) I%y' X 16• MICROLAM HEADER o (2) I�/a X 9Y' MICROLAM HEADER _ I 3oX�° ,e 16°x7° OVERHEAD DOOR 80x70 OVERHEAD DOOR 2'-0' '' Z 0 '1 I � wo qv`�i n ` 7I I 4'-I 2' 4' � / � � � w v m 8' \ 33'-8' 8' i UP s I w Z m z . I�--LINE OF L TABOVE x z .o w o' LOWER FOUNDATION WALLS AT PROVIDE HAUNC N SLAB Q .m HATI&HED AREAS AS REQUIRED ALONG GARA DOOR I \WO a�. o m - 34• HIGH OD HANDRAIL o w m K FOR DOO S ABOVE (TYPICAL) OPENING PROVIDE FLOOR DR !A N IN SLAB. I o m / CONNECT DRAIN TO DRYWEL. ' \I�j 3'-0• GENERAL CONTRACTOR TO\ `� o TYPICAL FOUNDATIO FOOTING I COORDINATE SIZE OF DRYWELL '- / _ WITH OWNER. PICTCH SLAB @ o I M - SLIGHTLY TO DRAIN FOR PROPER F a N o °O ---1 DRAINAGE. N j UNEXCAVATED N , I N N -_-� N w o OPEN TO 1 Q H lz ,z- L SLAB CONSTRUCTION ABOVE I - -J GARAGE a W , x z ABOVE x z PROVIDE FLOOR DRAIN N SLAB. 2' 0' o I _ TYPICAL SLAB CONSTRUCTION 21" CONNECT DRAIN T�RYWEL. \ I f- - 4' P.C. SLABT GENERAL CONTRACTOR TO 'a no COORDINATy,•�,'�ZE OF DRYWELL - 6X6 10-10 W.W.M. /' - I \ m g 1 WITH OWNER. PICTCH SLAB \ I - 6 MIL MINIMUM POLYETHELENE a ' SLIGFJTLY TO DRAIN FOR PROPER \ VAPOR BARRI \ I - p D NAGE. - 4• COMP TED GRAVEL BASE / \ I -MOTE: OMIT VAPOR BARRIER AT I \ x o .,w: r`d EXTERIOR SLABS. 6x6 POST \ � '� -' '^ 1 34'_0• I (TYPICAL) - '� rno.Ear xo. � 1 2000-53 ' I I I oetE�b_1-00 --- I - I - - -- - --_ —_ - --__—__ _—_ __— I L — _ _ _ —. _ — — r — — _ oxnH7Pxs I L— — - - --- - ----- - -- I N LANE OF ROOF OVERHANG ABOVE ' 35'-0' (TYPICAL) .v FOUNDATION PLAN FIRST FLOOR PLAN N EW Y 0 4 h — _ I LOUVERED VINYL ATTIC VENT W/ INSECT SCREEN REVISIONS , (TYPICAL) I g Rib 12 41 �4 z b bbt�#p�� TOP OF PLATE 9. LL ae H ' = C. C. TOP OF PLATE TOP OF PLATE o + J O : Q7ej r M m R FIN. FL. AT LOFT a FIN. FL. AT LOFT TDP OF PLATE w TOP OF PLATE mES �£ 'a Z Z Q N m ' M F n ►"'1 , � O M o M ' _ n MO n — '9 0 � a FINISH GRADE "y FIN. GARAGE SLAB FIN. SLAB. FINISH GRADE FIN. GARAGE SLAB I P.C. FOUNDATION I P.C. FOUNDATION C — — — — — — — — — — — — — — — — — — — — — — — — C — — — — — — — — — — — — — — — — — V NOTE: r � SOUTH ELEVATION WEST ELEVATION PROVIDE ALUMINUM GUTTERS AND LEADERS - = THROUGHOUT PROJECT. CONNECT LEADERS I/4' I'-0' , I/4' = I'-0' TO DRYWELLS AS REQUIRED. GUTTERS AND ° a ' LEADERS ARE NOT SHOWN ON ELEVATIONS F, FOR CLARITY. FT+i,I - PROVIDE ALUMINUM FLASHING AT ALL ROOF/WALL INTERSECTIONS AND AT ALL N ROOF PENETRATIONS. (TYPICAL FOR ENTIRE �j n PROJECT) - W OV C� H i ASPHALT ROOF SHINGLES (TYPICAL) r RIDGE VENT BY 'COR-A-VENT' OR APPROVED n EQUAL (TYPICAL) RIDGE VENT BY 'COR-A-VENT' OR APPROVED EQUAL (TYPICAL)41 12 12 14 Fj8 Q C N TOP OF PLATE _ TOP OF PLATE M x C. C. C. C. TOP OF PLATE o LF 2'-2' OVERHANG m a VINYL SIDING (TYPICAL) TYPICAL) w FIN. FL. AT LOFT a FINISH FL. AT LOFT ,m TOP OF PLATE - TOP OF PLATE m i " + z + a a M c. LCF�OOR C. 16°x7° .H. DOOR FIN. SLAB. FIN. GARAGE SLAB FINISH GARAGE SLAB o FIN. GARAGE SLAB FINISH GRADE — — FOUNDATION C P — — — — — — — — — — — — — — — — — — _ — — — P.C. _ — — — — — — — _ " P.C. FOUNDATION — � I,o � � — . Dere scut NOTED , EAST ELEVATION NORTH ELEVATION KRNA'AG , 1/4 = V-0, , Q�tEp EQ'490 m - Op gyp r � p FF1 cE �InTr CONSTRUCTION NOTES EN Y CODE NOTES F� o 1 CLL WORK ONSTRUCTIONLC DE, TEE NEW YORK SMPLY WITH THE TATEMENE ENERGY CONSERVATION ENTS OF THE NEW R CODE,TE PLUMBING NOTES AREA OF GLAZING A PERCENTAGE OF THE GROSS WA AREA OF THE "°• o..�,IPu�, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. ORDINANCES AND RESIDENCE IS LESS 17Y REVISIONS ab REGULATIONS 1, ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL REQUIRED R VALUE 6000 REE DAYS PROVIDED Z NATIONAL, MUNICIPAL, LOCAL AND OTHER AUTHORITIES HAVING JURISDICTION O 5 Nm 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING U aesWw JOB SITE PRIOR TO COMMENCING WORK REPORT ANY DISCREPANCIES TO q JURISDICTION SHALL BE GOVERNED BY hlE NATIONAL PLUMBING CODE , THE EXTERIOR WALL - R-18 R= R-19 THE ARCHITECT BEFORE PROCEEDING WITH THE WORK COUNTY HEALTH DEPT, BEST PRACTICE AND MANUFACTURER'S lYo°� S° SPECIFICATIONS ROOF/CEILING = R-19 R= R-25 oN�aB o ¢3 3 THE CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER THE JOB SITE TO PREVENT ANY DIRT, DUST DEBRIS, ETC, FROM ENTERING FINISHED SPACES 2, CONNECT ALL NEW FIXTURES TO EXISTING SANITARY LINES FLOOR = R-1 N/AW� PROTECT ALL ADJOINING AREAS AND MAKE GOOD ANY DAMAGE RESULTING sD1g:g'"c 3 EXTEND SOIL, PIPING, WASTE AND VENT LINES AS REQUIRED, REMOVE y e FROM ANY CAUSE TO THE BEST THE ARCHITECT'S KNOWLEDGE, BELEIF AND ALL FIXTURES, PIPING, LINES, ETC, NO LONGER REQUIRED PROFESSI L JUDGEMENT, THESE PLANS ARE IN COMPLIANCE PART w a° 4 ALL WORKMANSHIP AND CONSTRUCTION MATERIALS ARE TO BE OF THE 4. ALL DRAINAGE PIPING SHALL RUN IN EXTRA-HEAVY CAST IRON PIPE, 5 OF N,Y.S. ENERGY CONSERVATION CODE N `^" FINEST AND HIGHEST QUALITY THROUGHOUT UPON COMPLETION, ALL WORK SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. YtlDhB� c SHALL BE LEFT CLEAN AND IN PERFECT CONDITION COMPLETION OF WORK, 4°SE`'„gip HOWEVER, DOES NOT GUARANTEE ACCEPTANCE BY THE PROFESSIONAL AND 5 NO PIPES, EITHER SUPPLY, WASTE, OR VENT, SHALL BE EXPOSED zs ?g zd DU ANY REPAIRS, CORRECTIONS, OVERSIGHTS, ETC, SHALL BE AT THE EXCEPT AS REQUIRED AT FIXTURE r°om°mo EXPENSE OF THE CONTRACTOR 6 PROVIDE AND INSTALL PROPER INSULATION ON ALL HOT AND COLD WATER y AREB� ° 5 UPON COMPLETION OF WORK THE CONTRACTOR SHALL REMOVE FROM THE AND SANITARY PIPING SITE ANY SURPLUS MATERIALS, EXCESS WRAPPINGS, EMPTY PACKAGES AND 7. ALL FIXTURES TO HAVE IFA SUPPLY UNLESS OTHERWISE VERIFY REQUIRED IN w n=Bj0, CONTAINERS AND ALL DEBRIS RESULTING FROM THE WORK ALL DEBRIS TO PLUMBING FIXTURE MANUFACTURER PLUMBER TO VERIFY ALL PLUMBING F` °p°p BE LEGALLY DISPOSED OF OFF-SITE REQUIREMENTS B=o. 6. FOOTINGS AND FOUNDATIONS TO BE MINIMUM 3,000 P.S.I. CONCRETE. 8 PITCH ALL DRAINS AND BRANCH VENTS MINIMUM 1/4PER FOOT. S 8 ° BU Re sFp ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL EXTERIOR OF ALL 9 ALL PLUMBING FIXTURES AND FITTINGS SUPPLIED BY OWNER, INSTALLED -Q`Q 30V H'C£ FOUNDATION NALLS TO BE DAMP-PROOFED FULL HEIGHTm gyp.°o "�m°nom BY CONTRACTORW ]. ALL CONCRETE FL00 4135 TO BE REINFORCED WITH 6%6 10/10 WWF 10, PROVIDE AND INSTALL LEAD OR LEAD-COATED COPPER PAN, COVERING - nomad S SIDES AND BOTTOM OF SHOWER ENCLOSURE ALL SEAMS CONTINUOUSLY 8 PROVIDE POLYETHELENE VAPOR B R UNDER ALL INTERIOR SLABS SOLDERED. PROVIDE FOR WATERPROOF DRAIN CONNECTION - k "w=Bu,G'3a�z MINIMUM fi MIL THICK. 11 ALL PIPING TO BE INSULATED AND LOCATED SO AS TO MINIMIZE NOISE. �� :=3Vi �=$33a 9. ALL CRAWL SPACES ARE TO BE VENTILATED WITH "AL CK VENT” 12 PIPING MATERIALS SHALL CONFORM WITH SECTION 9046-NYS /J TYPE D' LOUVERED WALL VENTILATOR MANUFACTURED BY ��� \ CONSTRUCTION CODE VENT BRICK CORP L CITY, N Y CASTT ALUMINUM WITH INSECT MESH / r- SCREEN 13 PROVIDE AND INSTALL ALL PIPING REQUIRED FOR HVAC SYSTEM rl 10. INSULATION AT ALL EXTERIOR WALLS, CEILINGS. AND FLOORS TO BE �\ FOIL-FACED FIBERGLASS BATT INSULATION, R' VALUE AS SHOWN ON H�1 DRAWINGS, WITH FOIL FACE TO WARM-IN-WINTER SIDE, AS MANUFACTURED BY OWENS-CORNING. 1--� V n 71 PAND INSTALL METAL FLASHING REQUIRED TO ENSURE WATERTIGHT ANDW AND WEATHERPROOF CONSTRUCTION, INCLUDING ANY ROOF PENETRATIONS, Al =� L WINDOW AND DOOR OPENINGS, INTERSECTIONS OF ROOFS AND VERTICAL ' N Y WALLS, EAVES, GUTTERS, ETC PROVIDE ALL CLEATS, FASTENERS, EDGE AND FOUNDATION N DRIP STRIPS. ETC. 1 ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,0 F 12. PROVIDE GALVANIZED METAL STRUCTURAL 'TECO' CONNECTORS AT BUTT ' u CONNECTIONS OF STRUCTURE AS MANUFACTURED BY SIMPSON STRONG-TIE CO 2. ALL CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE NGTH OF 13 PROVIDE ALUMINUM GUTTERS AND LEADERS PROVIDE ALL BRACKETS, HANGERS, 3,000 P S I AFTER 28 DAYS, MINIMUM STRAINERS, ETC., AS REQUIRED, CONNECT ALL LEADERS TO DRYWELLS 3 ANCHOR BOLTS TO BE 1/2" DIAMETER X ➢5" LONG AND LOCATED 14. (OMITTED) 8'-0" OC. MAXIMUM AND V-0" MAXIMUM FROM CORNERS ,�„�rwu•bwer T/n{dY� g 4. ALL OPENINGS FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE. H J 15 ALL EXTERIOR WALL SILL PLATES TO BE ANCHORED TO FOUNDATION WTH M GALVANIZED STEEL ANCHOR BOLTS 1/2" DIAMETER X 15' LONG AT 8'-D" 5. EXTERIOR OF ALL FOUNDATION WALLS ARE TO BE DAMPPROOFED, OC. MAXIMUM, AND TWO (2) AT EACH CORNER. STARTING AT A POINT 1/2" BELOW PROPOSED FINISH GRADE TO A UNDERSIDE OF SLAB �,•�.'�•-�' 11 16 ALL WINDOWS TO BE AS SHOWN AND SPECIFIED ON THESE DRAWINGS T 6, ALL CONCRETE WORK SHALL CONFORM TO ACI 301-96 "STANDARD /' ++ , LEI 17. ALL DOORS TO BE AS SHOWN AND SPECIFIED ON THESE DRAWINGS SPECIFICATIONS FOR STRUCTURAL CONCRETE" -- �.C.I P 18. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS _ CSTALLATION, AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO R INSTALLATION, SILLICONE TYPE SEALANT, ACCEPTABLE MANUFACTURERS; DAP, PECORA, TREMCO. ELECTRICAL NOTES ' �"" b c 19 ALL SOFFITS ARE TO HAVE CONTINUOUS PERFORATED ALUMINUM SOFFIT `r ^I VENT STRIPS I" WIDE SIMILAR TO 'SA' SERIES AS MANUFACTURED BY 1 ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE VJ AMPCOR, TAYLORSVILLE, MISS.. NATIONAL ELECTRIC CODE (LATEST EDITION), UNDERWRITER'S -- LABORATORY, LONG ISLAND LIGHTING CO., AND ALL AUTHORITIES 1 'o 20. ALL STRUCTURAL LUMBER (BEAMS, GIRDERS, HEADERS. BEARING WALLS, HAVING JURISDICTON U ETC,) TO BE DOUG, FIR HAVING A MINIMUM FIBER STRESS OF 1000 _ a P SL & 197. M C, FRAMING LUMBER FOR ALL OTHER CONSTRUCTION 2. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL *4 \ n (W� rl W TO BE HEM OR DOUG. FIR HAVING MINIMUM FIBER STRESS OF 950 OBTAIN AND PAY THE FEE FOR A CERTIFIICATE FROM THE NEW YORK q,i• " ' �/ 0, F- PSJ. & 197. M.C. BOARD OF FIRE UNDERWRITERS FOR ALL 'WORK l j PROPo'�EO %a raves �' 21 ALL BLOCKING LUMBER AND PLATES IN CONTACT WITH MASONRY OR 3 THE EXISTING ELECTRICAL SERVICE SHALL BE MODIFIED AS REQUIRED CONCRETE TO BE PRESSURE—TREATED CCA LUMBER. TO ACCOMODATE DD THE ADDITION SWITCH ATIIONS BY ADDING BREAKERS ZB'X 85 a OR PANELS, ADDING CIRCUITS, SWITCHES, RECEPTACLES, FIXTURES, • ' 22. ALL PRESERVATIVE TREATED LUMBER AND PLYWOOD SHALL BE SOUTHERN PINE. ETC, WHERE CALLED FOR OR AS REQUIRED • ` / PRESSURE Ipp11PREGNATED WITH CCA IN ACCORDANCE NTH FEDERAL SPECIFICATION 4 CONTRACTOR SHALL SURVEY EXISTING SERVICE AND DETERMINE THE TT-W-571 A'ND AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARDS, SUITABILITY FOR ITS INTENDED USE, AND CALCULATE ALL NEW V 1 y AND SHALL BEAR A THIRD PARTY QUALITY MARK INDICATING COMPLIANCE WITH THE ELECTRICAL REQUIREMENTS V V P C APPROPRIATE AMA STANDARDS AFTER TREATMENT, LUMBER AND PLYWOOD SHALL � - BE KILN-DRIED TO A 19% OR LESS MOISTURE CONTENT. 5 PROVIDE AND INSTALL ALL LIGHTING, SWITCHES, DIMMERS, -N - -- ALL LUMBER AND PLYWOOD FOR GROUND CONTACT USE OR FRESH WATER USE SHALL RECEPTACLES, ETC , AS REQUIRED BEAR THE THIRD PARTY QUALITY MARK LP-22 "GROUND CONTACT USE". I ,/5{21nEYAQo 6 CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, CIRCULATORS, ETC CTBGGk 23. DOUBLE ALL JOISTS AROUND OPENINGS, UNDER PARTITIONS RUNNING 7 PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAPS AS REQUI D + PARALLEL TO JOISTS, UNDER BATHTUBS, AND AS SHOWN OR REQUIRED FOR EXHAUST FANS pf�f./• FY 'JY !•t 2 u 24 PROVIDE 1" X 3" CROSSBRIDGING IN LINES 8'-0" O.C. AT CENTER OF B CONTRACTOR TO COORDINATE HIS WORK WITH OTHER TRADE ON THE UI e.a/' c, a ALL SPANS OVER 8'-O' FOR ALL JOIST FRAMING, OR PROVIDE BLOCKING JOB IN ORDER TO AVOID CONFLICTS WITH OTHER TRADES _ C, ~ saa•r�w '- ' AS SPECIFIED BY FLOOR JOIST MANUFACTURER Yy• / LD w w 9 ALL RECESSED LIGHT FIXTURES ARE TO BE THERMALL PROTECTED � o LD i 10 CONTRACTOR TO VERIFY THICKNESS OF ALL CEILING ONSTRUCTION \ wLI I AS REUUIRED BY LIGHT FIXTURES a Ad u w t 11 ALL RECEPTACLES, SWITCHES, DIMMERS TO I BE VITON WHITE PLASTIC 'DEDRA' SERIES PROVIDE GROUND AULT INTERRUPTER 4 w LL Z - 26 EXTERIOR WALL AND RDF SHEATHING TO BE EXTERIOR GRADE CD% �pTr' PLYWOOD THROUGHOUT, 1/2•' THICK AT WALLS, 5/8" THICK AT ROOFS. OUTLETS WHERE SHOWN OR AS REQUIRED CODE ry R o 12. ALL FIXTURES AND EQUIPMENT ARE TO UL LISTED y • 1u'-' v m [, m 27. DOUBLE RAFTERS AND TRIMMERS AT ALL ROOF OPENINGS ,� 3Q7c3 _n �•L *e ey 2 2B. GYPSUM WALL BOARD TO BE 1/2" THICK, 48" WIDE, LONGEST LENGTHS Lh •r •,4X. «, Ll Wq '0& �- POSSIBLE, LAID HORIZONTALLY, ALL JOINTS TAPED AND SPACKLED, �` 4 �• rl M1e �� CL s MINIMUM, 3 COATS, WITH METAL CORNER BEAD AT ALL EXTERIOR CORNERS. PROVIDE 'W R' TYPE GYPSUM BOARD AT ALL BATHROOM WALLS AND CEILINGS AND "WONDERBOARD" BEHIND ALL CERAMIC TILE 1 P 2 WALLS Q � 29 WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. �o 30. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE WORK PROPERLY /,"n. `n EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY R \C MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED OTHERWISE, ALL ,1 SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND OPERABLE NOTE. - r, alb �i� w1'tyoHdT.f.1«'T'%.SaEijl�IMjpT- _ 31. CONTRACTOR TO PROVIDE ALL TEMPORARY SHORING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING STRUCTURE. ,j ��!nuY•M,I1vr jJy�.✓.�efyyylEWrjN•Y• 1 CONS UCTION NOTES, FOUNDATION, ELECTRICAL AND PLUMBING 32. UNLESS OTHERWISE SPECIFIED, ALL WINDOWS AND DOORS TO BE NO S ARE PROVIDED SOLEY TO PROVIDE A GENERAL OVERVIEW OF .l1 1� ANDERSEN UNITS - MODEL NUMBERS AS SPECIFIED ON THESE S HOARD CONSTRUCTION PRACTICES FOR A PROJECT OF THIS SCOPE DRAWINGS �1 2. HESE DRAWINGS ARE BASED, IN PART, INFORMATION GATHERED •�� 33 ALL GLAZING WITHIN 18" FINISHED FLOOR TO BE TEMPERED FROM A LIMITED SITE SURVEY THE PROFESSIONAL. ACCESS SAFETY GLAZING IN CONFORMANCE i0 N Y 5 CODE PART 715 TO SITE & EXISTING STRUCTURE( S) IS LIMITED, SOME INFORMATION a W- J J SHOWN AS EXISTING IS ASSUMED AVO*icwy d)MAYrbM , a 11 34. ALL DECKING LUMBER, TRELUSE LUMBER AND ALL OTHER LUMBER dEXPOSED TO EXTERIOR r UNLESS OTHERWISE SPEC FO ODITIONS TO BE CCA. TREATED LUMBER, 3 pROPOSEDTHE ITMECHAN CAL,ECT MAKES NSOTRUCTURAN TAPOR OONSNISHB4YSTEM UT ANY NORSDES OR ` J'� fArdy �i •Y•/gT/ Z w - ARCHITECT ASSUME LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL _ R DAMAGE CAUSED BY FAILURE OF SUCH SYSTEMS 11C11,T II° 20.0-53 35. CONTRACTOR TO THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS ON SITE AND VERIFY SUITABILITY OF EXISTING CONDITIONS 6-1-00 FOR PROPOSED WORN CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. SCALENnreo 37 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS ORn DPAWJ OMISSIONS OF THE CONTRACTOR OR ANY SUB-CONTRACTOR OR R L P L A N ' - F 0 T al+/PAG ANY OF THE CONTRACTOR'S OR SUB-CONTRACTOR'S EMPLOYEES ' aecr eo OR AGENTS, OR ANY OTHER PERSONS PERFORMING ANY OF THE SCALE' 1'= 60' +/- WORK. ED' AAPRLE tD 3B PROVIDE FIRESTOPPING IN CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, PLOT PLAN IS BASED ON SURVEY OF ANTHONY W LEWANDOWSKI, LICENSED LAND SURVEYOR, DATED AUGUST 23, 1994 �j\y 6 a p. STAIR, ATTIC OR CORNICE CONSTRUCTION, AND AROUND CHIMNEY, PIPE AND F .V DUCT OPENINGS, ETC., AS REQUIRED IN CONFORMANCE TO N Y.S. CODE PART 3 Sa N _ I 717.4. {[ i PLOT PLAN IS PROVIDED SCILLY TO SHOW GENERAL LOCATION OF NEW WORK IN RELATION TO EXISTING RESIDENCE. FINAL UP TO DATE SURVEY, IF REQUIRED, IS TO BE PROVIDED BY A LICENSED LAND SURVEYOR AND IS NOT INCLUDED IN THIS CONTRACT THIS PLOT PLAN DOES NOT GUARANTEE ANY SITE CONDITIONS OR SYSTEMS. CONTRACTOR IS RESPONSIBLE FOR 7FOROGHLY FAMILIARIZING HIMSELF WITH ON-SITE CONDITIONS, LOCATIONS OF SUBSURFACE UTILITIES, EASEMENTS, SYSTEMS, TANKS, ETC. THAT MAY BE PRESENT AND IS TO COORDINATE ALL WORK ACCORDINGLY. F N I , 23'-0' NOTE: TYPICAL FOUNDATION/FOOTING TYPICAL SLAB CONSTRUCTION TYPICAL INTERIOR WALL CONSTRUCTION TYPICAL EXTERIOR WALL CONSTRUCTION - 8' P.C. FOUNDATION WALL - 4' P.C. SLAB - VINYL SIDING (OWNER TO SELECT COLOR 8 STYLE) 5'-I I/2' 9'-4 I/2' - 16' x 8' DEEP P.C. FOOTING AT 3'-0' MINIMUM - 6X6 10-10 W.W.M. - 2 x 4 WOOD STUDS 0 16' O.C. - INSULATION BOARD (AS SELECTED BY OWNER) - ALL CONSTRUCTION SYSTEMS FOR RESIDENCE ARE TO BE Dm. O.,mvEb" BELOW GRADE W/ (2) #5 RE-BARS. - 6 MIL. (MINIMUM) POLYETHELENE - (1) LAYER Y,* GYP. BD. OR Y,' ORIENTED - 15# BUILDING FELT INSTALLED AND CONSTRUCTED IN STRICT ACCORDANCE TO ALL Zo "° VAPOR BARRIER STRAND PLYWOOD AT EACH SIDE (GENERAL - Yz' EXTERIOR GRADE PLYWOOD SHEATHING MANUFACTURER'S SPECIFICATIONS. ANY ITEMS INDICATED HEREIN REVISIONS - 4' COMPACTED GRAVEL BASE CONTRACTOR TO COORDINATE WITH - 2 x 6 WOOD STUDS Q 16' O.C. WHICH CONFLICT WITH MANUFACTURER'S SPECIFICATIONS ARE TO G W W - NOTE: OMIT VAPOR BARRIER AT OWNER). - R-19 FIBERGLASS BATT INSULATION BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO EXTERIOR SLABS - Yz' GYP. BD WALL FINISH OR Yz' ORIENTED STRAND COMMENCING ANY WORK. o `E€sb PLYWOOD SHEATHING (CONTRACTOR TO COORDINATE A TYPICAL ROOF CONSTRUCTION EM RIDGE - WITH OWNER) - PER OWNER'S REQUEST PROVIDE 220 VOLT ELECTRICAL SERVICE - ASPHALT ROOF SHINGLES (AS SELECTED m "�giVo RIDGE VENT BY 'COR-A-VENT' TO NEW GARAGE FROM EXISTING SERVICE AT HOUSE. r oe �sg@i;E BY OWNER) OR APPROVED EQUAL (TYPICAL) PROVIDE SIMPSON STRONG-TIE CO. MODEL 3 - - - -- -- - --- - -- -- �� CONTRACTOR TO COORDINATE NEW WORK 8 LOCATIONS OF NEW z =eeg�`"ne - 50# ROOFING FELT p (2) CXW14 (2) CXWI4 EQUIPMENT WITH OWNER. -s0�000daC EXTERIOR GRADE PLYWOOD SHEATHING 2 x 12 RIDGE #H3 HURRICANE CLIPS AT EVERY RAFTER z i o r w m 3aao - ROOF RAFTERS (SIZE 8 SPACING ASRTO PLATE CONNECTION (TYPICAL) 3 m iu 0 F BEL 0 m �g��E=NGp INDICATED IN PLANS AND SECTIONS) 2 x 10 R.R. ® 12' O.C. o - R-25 FIBERGLASS INSULATION " "m 2 x 6 C.J. @ 12' O.C. - 5 z > LINE OF CEILING 12 w Z 3 SPLAY ABOVE a "- €s = MAINTAIN I' CLEAR AIR SPACE ABOVE 5 p u (TYPICAL) LL o a" "" es INSULATION AT ALL ROOF AREAS. PROVIDE BAFFLES AS REQUIRED. TOP OF PLATE (TYPICAL) R=25w 2 x 12 = Rm I D G E zogP� � g 0 PEN LOFT ALUMINUM GUTTERS 8 LEADERS w ma r Q o ""=53 gg. TO DRYWELL (TYPICAL) w 34' HIGH HALF u • a m N m a.m�oo LINE OF BRIDGING BETWEEN WALL/RAIL AROUND u w SEE FIRST FLOOR PLAN FOR oo Qo��,o �" oR TOP OF PLATE EVERY JOIST (TYPICAL) ^D z x STAIRWELL m o a WINDOW MODEL # AND LOCATION _ 3U �'=� °W'" r p U N Q m 03gga°4o�4dk' R=25 14' TJI/PRO 350 F J. 2 x 12 — p R -I Z I D G E CONT. I' SCREENED ALUMINUM m n as ® 12" O.C. TJI RIM- Z n SOFFIT VENT (TYPICAL) "' u LL O N JOIST (TYP.) FIN FL. AT LOFT a o s_ TOP OF PLATE w DN. LOFT `� TOP OF PLATE > 'O NOTE LOFT IS DESIGNED FOR 'LIGHT' x > r i z STORAGE - 30#/S.F. LIVE LOAD a 10#/S.F. - %• EXTERIOR GRADE PLYWOOD SUBFLOOR `� m L� N r 2 x 4 BRACING ® 4'-0' O.C. 8'-0' -0ti_ -0' a �` .. 'o (TYPICAL) (3) Ig/r: x 16" MICROLAM HEADER. w DEAD LOAD AS REQUESTED BY OWNER GLUED 8 SCREWED TO FLOOR JOISTS a 6 i_ NOTE OMIT ONE OR BOTH TOP o o iv GARAGE 11' 6- _ R=19 PLATES AS REQUIRED TO o x N �J� �o LINE OF STAIRS BEYOND s- ACCOMODATE HEADER m w 1 925'sf' m J D � m I I � u TYPICAL SLAB CONSTR. s f o - (2) 2 x 6 C.C.A. SILL W/ 0 I SILL SEALER 8 TERMITE m SHIELD (TYPICAL) 11 R 0 0 F B E Ll 1 0 W FINISH GRADE � FIN. SLAB. I I 1 1 I I W & ' IL - -- - -- - - ---- ---- - - -- -- L --- -- -- - - -- - - -- - - .7 ■ F v j \ HAUNCH / // TYPICAL FOUNDATION/ / L - -- -- --- --- --- - - - - - -- -- --- -- - -- - - - --- - - ---- --- - -- -- - J o s / \ \ \//\/ \//\// WINDOW/DOOR - HEADER SCHEDULE FOOTING \ OPENING WIDTH HEADER W o LINE OF WALLS BELOW (TYPICAL) UP TO 5'-0" (3) 2 x 6 > °` SECTIONA 1/4' = 1'-0' -0"' UP TO 8 (3) 2 x 0 w o UPPER LEVEL/LOFT PLAN UP TO 10'-08'-0" (3) 2 x 12 U a 3s'-o• � 3'-3' 11'-3' 14'-0' 6'-6' * UNLESS OTHERWISE INDICATED W OU 35'-0' , W r F 3'-3' 11 _3" 14'-0' 6'-6' 1 LINE OF ROOF OVERHANG ABOVE P C APRON - (TYPICAL SLAB 3'-4' 16'-4' B'-4' (TYPICAL) CONSTRUCTION) 2x4 R.R. # 16' O.C. 8 2x4 C.J. 0 . NOTE: PITCH APRON AWAY FROM BUILDING 16' O.C. FOR ROOF AWNING OVER AT ALL SIDES. DOOR. CONTRACTOR TO A A LINE OF P.C. APRON AlOVE PRE-FABRICATE ROOF AWNING / (TYPICAL) AND BOLT UNIT TO EXTERIOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 WALL. r r6x6 POST 1 F — — (TYPICAL) (3) 14 x 16' MICROLAM HEADER (2) 13/4 x 9Yz' MICROLAM HEADER ~o _ _ o - - - - - - - - - - - -- - - - - 3B�a a 16°x7° OVERHEAD DOOR 81x7° OVERHEAD DOOR ['-0" w `o C, f O OJ N, M ! 4'-11 2" 4' o I / s W U > W } 8. 33'-8, 8• UP a w z m z — LINE OF L�ABOVE x z a w Y G I I LOWER FOUNDATION WALLS AT PROVIDE HAUNC N SLAB \ I / o v m HA 6NED AREAS AS REQUIRED ALONG GARA DOOR 34' HIGH WOOD HANDRAIL o w a FOR DOORS ABOVE (TYPICAL) OPENINGS' I \ � I PROVIDE FLOOR DR TA NEIN SLAB. o \ ! CONNECT DRAIN TO DRYWL. o - \ / 3'-0" GENERAL CONTRACTOR T0� = m O ON FOOTING COORDINATE SIZE OF DRYWELL TYPICAL FOUNDATIo I n w WITH OWNER. PICTCH SLAB SLIGHTLY TO DRAIN FOR PROPER r x w 1 DRAINAGE. LL b a r > o N UNEXCAVATED N N N -- N N m I OPEN TO Q N / "RPICAL SLAB CONSTRUCTION ABOVE - J GARAGE m W I ABOVE u z PROVIDE FLOOR DRAIN N SLAB. 2'-0' - m o CONNECT DRAIN T" CONSTRUCTIODY YWEL \ TYPICAL SLAB GENERAL CONTRACTOR TO - 4• P.C. SLAB o p R a - 6X6 10-10 W.W.M. COORDINAT5,SfZE OF DRYWELL \ - 6 MIL MINIMUM PO`LYETHELENEWITH OWNER. PICTCH SLAB I \ a z z SLIG Y TO DRAIN FOR PROPER VAPOR BARRI� I a a -a DR q�E. \ 1 - 4' COMPACTED GRAVEL BASE \ a a a z s o D o / \ -MOTE OMIT VAPOR BARRIER AT I \ u N EXTERIOR SLABS. 6x6 POST Z(TYPICAL) \ 'p PROSCT NO 34'-0' 20oo-53 D.rz 5-1-00 Lz� m D scn� NOTED LRH/PAG — L — — — — — J , C"EIXEo v"DVED LINE OF ROOF OVERHANG ABOVE 5S D.q,9 (TYPICAL) ORnw"c DO os FOUNDATION PLAN FIRST FLOOR PLAN 9T A - 2 Op 6124 1 a65 �� r Der. REVISIONS LOUVERED VINYL ATTIC VENT W/ INSECT SCREEN c NW (TYPICAL) m5 5no 12 12 15 Ii6Sma�12.. H.-H,a TOP OF PLATE a TOP OF PLATE I TOP OF PLATE z TOP OF PLATE u FIN FL. AT LOFT io FIN. FL. AT LOFT TOP OF PLATE w TOP OF PLATE z N m w w O n + n A ry ro n — — � O ry m m N w z k FINISH GRADE 'y FIN. GARAGE SLAB FIN. SLAB. �' FINISH GRADE FIN. GARAGE SLAB J Q W C P.C. FOUNDATIONrL— — — P.C. FOUNDATION— — — — — — — _ — — — H1 NOTE r Y 7 SOUTH ELEVATION WEST ELEVATION - PROVIDE ALUMINUM GUTTERS AND LEADERS µzW 1/4' = 1'-0" 1/4" = I'-0" TORD YWEOCONNECTUT PROJECT. L S AS REQUIRED DGUTTERS AND a c a LEADERS ARE NOT SHOWN ON ELEVATIONS FOR CLARITY w 0 ] r - PROVIDE ALUMINUM FLASHING AT ALL E7 n ROOF/WALL INTERSECTIONS AND AT ALL ROOF PENETRATIONS. (TYPICAL FOR ENTIRE PROJECT) a `O s W H ASPHALT ROOF SHINGLES (TYPICAL) RIDGE VENT BY 'COR-A-VENT' OR APPROVED EQUAL (TYPICAL) RIDGE VENT BY 'COR-A-VENT' OR APPROVED n \ EQUAL (TYPICAL) in 12 2 o 51 p J w U_ Q aW C N TOP OF PLATETOP OF PLATE a w r s Z O w Y O � H J i i m H H G. U m F z TOP OF PLATE w O TOP OF PLATE r g n s a n m Ell I'-0" OVERHANG m o VINYL SIDING (TYPICAL) -- (TYPICAL) w o FIN. FL. AT LOFT a FINISH FL. AT LOFT m TOP OF PLATE w TOP OF PLATE 0 N > a a w z w w 4 LE LN N b O _ O ro 8°x7° O.H DOOR 16°x7° H. DOOR � m a FE FINISH GRADE FIN. SLAB. a FIN. GARAGE SLAB FIN. GARAGE SLAB FINISH GARAGE SLAB n z FINISH GRADE —5" w f u P.C. FOUNDATION w — — — — - - - - - - - - — P.C. FOUNDATION — — a — — — — — — — 0 1Y-. vr+oaEcr rvu z000-53 ogre B-1-00 51-Ll NOTED oe.m+ EAST ELEVATION NORTH ELEVATION "a"'PA` ��S�xEo 1/4' = 1'-0" P RE °Ao°co R A. �qiy oAnmx� no m T A - 3 •1ii NEyy OP I Ad IL LCL7.%k