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HomeMy WebLinkAbout37488-Z gUFFpt,fc Town of Southold Annex 6/4/2013 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36276 Date: 6/3/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 8225 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 118.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/22/2012 pursuant to which Building Permit No. 37488 dated 8/30/2012 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: alterations and addition to an existing one family dwelling as applied for per ZBA#6576, dated 7/19/12. South addition onl . See plan dated 8/20/12, pages A-1,A-2 and A-3, also copy of survey dated 3/13/13. The certificate is issued to Manago,Vincent&Manago,Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37488 3/27/13 PLUMBERS CERTIFICATION DATED Authorize Signature �SUFFoc�-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37488 Date: 8/30/2012 Permission is hereby granted to: Manago, Vincent & Manago, Carol 10 Bellows Ln Manhasset, NY 11030 To: construct additions/alteration to an existing dwelling per ZBA#6576 & Trustees as applied for At premises located at: 8225 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-4-10 Pursuant to application dated 8/22/2012 and approved by the Building Inspector. To expire on 3/1/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $415.20 CO -ADDITION TO DWELLING $50.00 Total: $465.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building 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 1% lead, 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor-in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. M 000 , l Z, -Lot 3 New Construction: Old or �IPre-existing Building: (check one) Location of Property: 15 /`.{o-d d G&.l..e. House No. Street Hamlet Owner or Owners of Property: LrD( O-A d, Vi yt e-en i- Suffolk County Tax Map No 1000, Section t ig Block y� _Lot to Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Y3e./`+c n r LLl l Health Dept. Approval: — Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate-. ✓ (check one) Fee Submitted: $ Applicant Signature $�FFO�K Town Hall AnnexcO29: Telephone(631) 765-1802 54375 Main Road c Fax (631)765-9502 P.O. Box 1179 • Southold, NY 11971-0959 ��f1�1 �.�p! roger.richertCD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Vincent Manago Address: 8225 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37488 Section: 118 Block: 4 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor x 1st Floor Pool New Renovation 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fart Notes: Inspector Signature: 6 Date: March 27 2013 Electrical Certificate.xls OF SO(/l�o - - oly�0�y�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 DATE ® INSPECTOR . � OF SOUryolo , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ I SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI1C�L (FINAL) REMARKS: r DATE l �� INSPECTOR OF SO3 7 pT�ol — -- --- - -- --- cOUNT`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] R GH-PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: C DATE -� INSPECTOR �n � OE SO(/T�olo G Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REM KS: - - t DATE /Z /3 G/ INSPECTOR OF SOUryolo G � O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: �: a DATE 0 3//-3 INSPECTOR ` OF SOpTyolo cOUNTV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�}, ELECTRICAL (FINAL) REMARKS: 8 DATE �� INSPECTOR ` FIELD DATE COMMENTS I+'OUNn PEON(1ST) 004 FOUNDATION(2ND) rA ROUGH FRAMING& PLUMBING IN,SUL•ATION PER N.Y. STATE ENERGY CODE ADDITIONAL COMMENTS lam. G 32) Ckh . m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 ' Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: f�,Q�L Disapproved a/c Phone: Expiration 120 rAG (ram I� Building Inspector l� L� IJ IS PPLICATION FOR BUILDING PERMIT U 22 2012 Date de) Zo rZ , 20 INSTRUCTIONS BLDG. DEPT. TOWN OF SOUTH L mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose,what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not_been completed within 18 months from such date. If no zonirig amendments or other regulations affecting the property have been enacted in the interim, the Building hnspector may authorize, in writing, the extension of the pen-nit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen , architec , engineer, general contractor, electrician, plumber or builder. Name of owner of premises VIA)Cr- (',+R_0 (_ G (As on the tax roll or latest deed) . If applicant is a corporation, signature of duly authorized officer (Name and title of coiporate officer) Builders License No. Plumbers License No. , Electricians License No. Other Trade's License No. 1. Location — don which^ proposed work orlodll be�7done: ��f4V C ZZ � /(/fT I House Number Street �HJamlet / County Tax Map No. 1000 Section l l (f Block 0 T Lot l Subdivision Filed Map No. Lot 2. State existing use and occupancy of prem' es and 'mended use and occupancy of proposed construction: a. Existing use and occupancy IAJ �_ �"•'��� P� b. Intended use and occupancy J� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy specify nature and extent of each type of use. 7. Dimensions of Existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear Depth- Height Number of Storie �� 7 9. Size of lot: Fronf Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ie 4- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES�NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises i/�l+i�O Address Phone No. 7.34 2 A4 .? Name of Architect 7-7 Address Phone No 7-7!9 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V__-NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS l�1AY BE REQUIRED. / b. Is this property within 300 feet of a tidal wetland? * YES L NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO L/ * IF YES, PROVIDE A COPY. f a' STATE OF NEW YORK) SS: COUNTY OF v�f�C, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York No.01 BU6185050 (S)He is the �i (Contractor, A nt, Corpor to Officer, etc.) Commission Expires April 14,z_L� of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application'are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application'filed therewith. worn to before me this day of 20 IQL_ Notary Public Sign to Applicant � r .a .r r•' .ii.F��tpNy`4 r BOARD OF'S rTQV�N:TRUSTEES., c i )l �f :)f.(11✓- 1)t hoSdt "f� (W'YORK 4ry PERM!T NO.;�835� 1' " DATE: JULY 18.'2012 `J V , . a) ')'.:l�ar:f tt 4i f_♦, ;i; .ft. .7+ - _ ..i 7 - - i ,lf ISSUED,,TO;,..VINCENT,&,CAROi,,, AGO }, PROPERTY ADDRESS: 8225 NASSAU POINT RD.. CUTCHOGUE SCTM#118440 AUTz i ff IZATION L a sLL - r' Pt>Qsuant to the provisions of.C�hapter '75 and-Chapter l 11 Qf the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees'adopted at tie trieeting held&July 18.2012 in consideration of application fee in the sum of$250.00 paid by Vincent&Carol ManaQo and subject to the Terms and Ctinditioi> as stated in the Resoltit>ldh tiie`Sotithbllown Board'of Trustees authorizes and permits the following , Wetland Permit to construct second floor additions and alterations to the existing single=fa nil dwelling;with the'+C`oii�f it the d rainage is in compliarice'with'ChaptW23 —Stormwater Management of the Town Code, and as depicted on'the site pla n'prepared by 1[)i'� ]V40 K. Schwartz AIA dated May,.31,2012. J EKEOF,t#he aid Bp d of Ttgstees hereby causes its Corporate Seal to be affixed, aJm� f �on i :°. I. } (f$t e)If sai Il d 56 d ai-d as o J th i x s dat e. ,' and these resents to�e suliscnhed a y of � o Jif 1Ct ? h I Nf .}, i 1 S1 fliJl. .�. .;'! J{{f•j�J )1N.i:.-i •it fall C2 Cos toe ..i . ti .._ ,�.`:�1�.�� 3., ,:;; ,. .. Jr .✓. I, iiJi i`.}r ' .J .,...., > J� fi I I i �f -j uoi tnlj n7:zq od1 rbbbb4l SOUTHOLD TRUSTEES PAGE 01/01 -laws F.King,President �0f S�f�l� Town Hall Annex Bob Ghosio,Jr.,Vice•Preaident �Q� �� 54875 Main Road Dave Bergen P.O.Sox 1179 John tlredcmeyer Southold,New York 11971.0959 � Michael J.00mino Telmh ne( 7 892 Fox65�1 BOARD OF TOWN TRUSTEES / TOWN OF SOUTHOLD i f / CERTIFICATE OF COMPLIANCE #Qm8c Date.ApT it 18,2013 THIS CERT[FINS that the constru 'on of second-floor additions and alteration�to existing single-farpily dwelGngn and cimina is in�pliance with Chatter 236 Stormswater Mangment of the Town Code At$225 Nassau Point Road utc oNew)CpA Suffolk County Taal Map# l_j8-410 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 6120/12 pursuant to which Trustees Weth ad Permit 07850 Dated 7/1 12,was issued and conforms to all of the requirements and conditions of the applicable provisions of law, The project for which this certificate Is being issued is for the 000-1ruetipn of second-flvo dditi ns and aft o t a 'st' s'n e- i dwetlin&•a d d sina sin co fiance with ter 23 rmw a e of the To n Code. The certificate is issued to V CE &CAROB. NAGO owners of the aforesaid property. Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 6, 2012 TO: Mark Schwartz for: Vincent& Carol Manago P.O. Box 933 Cutchogue,NY 11935 Please take notice that your application dated April 4, 2012: For permit for additions and alterations at: Location of property: 8225 Nassau Point Road Cutchogue,NY County Tax Map No. 1000 - Section 118 Block 4 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this conforming 1.3084 acre lot in the residential R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a proposed setback of 69 +/- feet from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. U BOARD MEMBERS rjF SO Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y�l 53095 Main Road •P.O.Box 1179 't O Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing ' 1, 54375 Main Road(at Youngs Avenue) Ken Schneider l��'QU Southold,NY 11971 �� http://southoldtown.northfork.net ONING BOARD OF APPEALS �� JUL4 TOWN OF SOUTHOLD � , 2 2012 _ el.(631)765 1809 Fax(631)765-9064 BLDG. DEPT. TOWN OF SOUTHOLD GS,DELIBERATIONS AND DETERMINATION MEETING OF DULY 19,2012 ZBA FILE: 6576 NAME OF APPLICANT: Vincent and Carol Manago PROPERTY LOCATION: 8225 Nassau Point Rd, Cutchogue,NY SCTM# 1000-118-04-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 19, 2012, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 19, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 1.3084 acre lot located in a R-40 zone district. It is improved with a two story dwelling and an accessory garage with apartment above. It has 150.27 feet i of frontage on Nassau Point Road, 376.39 feet along the north property line, 150.48 feet on Little Peconic Bay and i 358.99 feet on the south property line as shown on a survey dated February 16, 1996, last revised March 27, 2001 prepared by John T.Metzger,LLS. BASIS OF APPLICATION: Request for Variance from Article XXII Code Section 280-116(B) based on an i application for building permit and the Building Inspector's April 6, 2012 Notice of Disapproval concerning proposed additions and alterations to a single family dwelling, at; 1) less than the code required bulkhead setback .of 75 feet. RELIEF REQUESTED: The applicant requests a variance for a 69 foot setback from a bulkhead, where the code requires 75 feet, for proposed additions and alterations to a dwelling which include a small second story addition above an existing porch on the seaward side of the dwelling and two dormer extensions and roof alterations, as shown on the survey of the parcel prepared by John T. Metzger,L.S.,dated Feb. 16, 1996 and drawn upon by Mark Schwartz,R.A. showing locations of proposed alterations and additions. I S ' Page 2 of 3—July 19,2012 ZBA File#6576-Manago CTM: 1000-118-4-10 ADDITIONAL INFORMATION: The subject parcel has received prior variances; ZBA file #4384 in 1996 for bulkhead setback for an accessory shed and ZBA file#4618 in 1998 for addition to the accessory garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2012,at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations are characteristic of dwellings in this neighborhood and there was no evidence submitted to indicate that they would cause a detriment to nearby properties.The proposed additions and alterations will have no visible impact from the street 2. Town Law §267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling pre-exists in its present location with its existing floor plans. The proposed additions and alterations are in locations that are the most feasible to construct with respect to the dwelling's floor plans and room functions. 3. Town Law §267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing an 8% relief from the code. Furthermore, the proposed additions and alterations are within the existing footprint o the dwelling and the bulkhead setback will remain the same. i 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential I community will have an adverse impact on the physical or environmental conditions in the neighborhood. The Applicant will install sufficient roof drains and drywells to contain all storm water on site as required by Code 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. i RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Horning, and duly carried,to GRANT, the variance as applied for, and shown on the survey of the parcel prepared by John T. Metzger, L.S., dated Feb. 16, 1996 and drawn upon by Mark Schwartz, R.A. showing locations of proposed alterations and additions, and the architectural drawings sheets A-1 thru A-5 inclusive, prepared by Mark Schwartz, R.A. dated May 31,2012. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving i Page 3 of 3—July 19,2012 ZBA File#6576-Manago CTM: 1000-118-4-10 nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dinizio,Schneider,Horning. This Resolution was duly adopted(5-0). c Leslie Kan s Weisman, Chairperson Approved for filing )LI/2012 71�7 r ID " Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) A P NAME: Ow -Agent-Consultant-ContractororOther CrrdeOne J L kl T ( ) Property OWNER:(If Di rent than Applicant) j Address: P a O a x n; / Ad dres 45. Telephone ti: p Fax ik Z ( O i 3 f`-t1 V Telephone 73 q Fax# I E-Mai! 01 (, GtC O O -Maw f, ! Property Address: d i A,*vi f V /�D Brief Description of Construction Activity,Proposed St uchn-A BMPs,Soil s.C.TA.#: 1000 (� (O Stabaliration BMPs,Project Scope and/or Sequence of Constmction Activity Dbtrk! section Bloek Lot Provide MZonal Pages as Need.) Name of Contractor and/or Contact Person(Responsible for Implementation of SWPPP 2 N0-- pQ2 � ( �- ----- : Address: Telephone F _ ,/_`_ 9 f L 01/1:1 E-Mal --- > � _ --------------------- Ili Name of Persons Responsible for lnslallalbn 3 M011tenance of Erosion Control Practice: - -------------'-- I ' -------------------------- t f ---------------- Address: ( ---------------------------- Telephone t1 Fax#. t ---------------------------------------- E-Mail: ' Total Area ofAN ___-----,------------------2 Total Area of Land Clearing --------------- Project Parcels: ✓��• and/or Ground Disturbance: L4PA® S f ' S.F./Avaf) Project Duration: Start End ----------- (Anticipated)- . 05 .Date- V ,f. Date:4)3 .__-- -.-__.__..______------- (Nmtxrd CaledarDays) --------------- —___________________-_- - i o t Will this Project Disturbe five(5)or More Acres at © -------------------------------------------- ( Any One Time During the Proposed Development? Yes No -------------------------------------------- -If YES:Please Answer the Followin9l -----------------------------------.-._--_--_--- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No ; b. Does the SWPPP Jndicate HOW Frequently-the Site :� O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No f c. the SWPPP Adequately ldentifyAll Temporary Q --- - ------------- Does i and/or Permanent SolStabalization Measures? - Yes No - ---------------------=------------------- i d. Does the SWPPP Adequately Identify a Complete :Project Phasing Plan? Yes No ( i e. Does the SWPPP Indicate Additional Site Specific Status of Impacted Walerbody.leg.'TMDL,303(d)listed,Impaired-) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice - - -'----------'--' -- --------- --- ------------ ! Of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,Freshwater Welland_) by the Town of Southold? Yes No - ------------------=�C®JVfWD:-B i STATE OF NEW YORK, a e o New York NT COUY OF.. fU<<< No.01 BU6185050 I ....�....SS Qualified in Suffolk 'I�tat I,...........�C-.� !�!�..C- S.!!G f7..n'i!(�. L-being duly sworn,deposes and ays�that he�he_Vt0ie afar' rt�h Countyt, Olb And that he/she is the .......................................... ;it I I �oMm r,Conhaic Corporate cer.etc.)......................... ................................ ' I Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are hate to the best of his knowledge and belief;and ; that the work will be performed in the manner set forth in the application filed herewith. ; Sworn to before ge this; .............................. s ....day o... 20-.�r�- s. .. .- I i Notary Public: , ----- .................... ........... ................................. ...... .... ............................. (Siga a or icant) SWPPP Assessment FORM: 03-12 ( o��pF SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road m�ax(631)7uJ95oJ� roger richert(autown.sou ollaa ny.us P.O.Box 1179 � �Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� y�y��,p ,ai✓ Date: ` �oL l3 Company Name: Gg �' L6 C__77V11__ Name: 4!57 141z/e/,ELe . License No.: 6-Zf ,AE Address: r p '40 ,z Phone No.: ,5 lS `l S�ol�o JOBSITE INFORMATION: (`Indicates required information) *Name: f� 1(_G�r� F� G d *Address: g cZa 5 //b/l1Ss A Q P- fU C-10'1- " o&&r- *Cross Street: V,b N 5 *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: I C *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (400M 'V>'lrT-//J C. `So0/���on� (Please Circle All That Apply) *Is job ready for inspection: (YES / NO Rough In Final *Do you need a Temp Certificate: YES la Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION e A tom. ` yo cl D 82-Request for Inspection Form ,n„ G G�1 t \_! L. TOWN OF SOUT OL P OPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT Aad FORMER O R N E ACREAGE S W TYPE OF BUILDING RES ld , SEAS. VL. FARM COMM. I'ND. CB. I MISC. - �"� LAND IMP. TOTAL DATE REMARKS " Oa ere 5 q 1-e - L.l l F7�7�" �° 3 --P r L.t zc -�ti) 1 G ct *Wq/ 6621, on ' 51, 00 Tillable 1 Tillable 2 Tillable, 3 o.odlMd `wamP'land . B rus House Plot Toto I .01 01" ........... d—1—sk 2L NONE ......... ..... IMMIMEMIMIRMEMEMEMM MAN EMMUMMIGMEMEMEM ON 2 F■RonNONE MMMEMMM■EMERNMENEENNIM all MOMMOMMIN no mom ��; - �{}1� r"r a��'1�a��`��v��•�r��1Q u d t�3e : �ry �'_- 4 ■■■■■■i■imom i■O■ MOMMEMEN ILL,��,� r ? gad ■■■■■■■■■■■■■ MOMS HIMRED - --- � - - _ - ■■■■■■■■■■■■■ mmommomom ft not., r _If� 4 � � J I.1 mom loommom �■■■■■■■■■■■■■ !■■■■■E■■■■■■N CRAWL SLAB FULL UfAdd h�.. o + • • ri s i r • " 13 j' 3 7 �• a4• LOT 63 } 9 + , _n Zo 82 w �i N 00• E' <<„ Do KALEQ I sisTers r ; IFALL FA \ ^ 7y. OL ? r / ve t u GDRIvEAr,rr �9 4 u ~ n cp � ` P 64 ,roow m � -►4.g co cry A• O T O `! ron ! Cb — a' Q O S v/O < bo,.e 1 E P mof � 0S 2lun R. O I (ZaoF i41'T' ADPIT I"J J ^ Q. , y plO LOT I m � I O f °� £° ° 0 o - =— S. 820 p0.00" w• L O T 65 O pl0 SUh'VEY OF LOT 64 � , P/O LOT 65. CERTIFIED� TO, - "AMENDEL A�fr4P �4 OF NASSAU PO/N7` �P� 0 LAWYERS. TITLE INSURANCE COMPANY FI1 ED AUG 16,1922 FILE N0. 156 �T ME 1' I ABSTRACT VINCENT MANAGO REPORTS, LTD. ► AT ;'�lA SSA U POINT �� �s� cA C p , 4 CAROL MANAGO TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. <, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 1000 — 118 — 04 — 10 '�'p 49.. OF 7209 OF THE // / / EXCEPT AS PER SECTION 7209 SUBDIVISION 2�LACERnFICATIONS AREA = .1.30.84 Acres Sa;ale' I = 30 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF OA&Y lF SAD MAP OR COPIES BEAR THE A 03RESSED SEAL OF THE SURVEYOR tO tie lines Feb. 16 1996 ECONIC U YORS, P.C. WHOSE S/GNA TORE APPEARS HEREON ' (63I) 765 - 5020 FAX (63I) 765 ADDITIONALLY TO COMPLY WITH SAD LAW THE TERM 'ALTERED BY' - ELEVATIONS AND CONTOUR LINES Apr '9 97 il 4, /996 (CERT7F/CA TIONS ADDED)h/y e5,200' (a"r , � P. O. BOX 90✓r O�� 2� (mo^s ss r ^s MUST BE USED BY ANY AND ALL SURVEYORS UTX/ZWG A COPY ARE REFERENCED TO N.G.V.D. OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS avSPECTED' AND FLOOD ZONE LINES DETERMINED FROM �/��' �, '9 9 7 (`en c e r /R M�pow e) APM •4, POOI ( UPdale J I230 TRAVELER STREET 'BROUGHT-rO-DA rE' ARE NOT IN COMPLIANCE W7TH THE LAW. CONTOURS A FIRM. ql,r,l 19" (se/ ..•�) MARCH 27, 2001 (new bulkhead) SOUTHOLD, N.Y. 11971 96 - 713 R0A0 U rHIL L 376.39' -- _.... _ �13• � 1 r 3 0.4 o L O 6 N , p• E. , � ° °Q�R o r 82°00 0 ° W N• i;;� E?ATE m rn o °' ms e t I M0�s�S 1 \ FENCE I RET: wa• o- SPLIT fin' 1 G. 1 n7�noL 40 (i 2 STY. I 0 488 ° C- �R/VENA y 0 o h 4 P T ,mowY m ` 14.9 �• `red O Go C Cb Q' io 38.5 w Q a.r f 4 � ona-4 Zoe0s E IiS7 C. T �A�01 o S m Cb s zOT c� P/ I 'C METER ° Q,,fl P°5o,5 Jof 358.99' + , �- ® I �o CS o SPLIT Q,4/L-° 01 p/O LOT SU SVEY OF • LOT 64 /O LOT 65 CER TIFIED TO, "AMENDED �� ��r�� � AMENDED MAP �- OF NASSAU POINT ' LAWYERS. TITLE INSURANCE COMPANY ) 1922 FILENO 156 `�- FILED AdJG. S, ABSTRACT REPORTS, L TD. ► : cc VINCENT MANAGO A T NA%':,'SAU PORT CAROL MANAGO TOWN OF SOUTHOL® :; frs'`.1'i j-ir.t...s.... 1y SUFFOL K COUNTY, N. Y. � �-- ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION 1000 -• 118 — 04 - 10 _ OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, 0. 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA = 1.3084 Acres Scale., I" = 30 v. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F Feb. '� �9�6 CONIC U EYORS, SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR t0 t%@ I%l7@s (63/J 765 - 5020 FAX ( P.C.P. 765 - 1797 WHOSE SIGNATURE APPEARS HEREON. s. .. ELEVATIONS AND CONTOUR LINES April 4, 1996. (CERTIFICATIONS ADDED) ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY, Ocf 2 99 (motes set J�/y 25,Zoo/ (a 't�""5) P. 0. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY ARE REFERENCED TO M.G.V.D. , 7 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED' AND FLOOD ZONE LINES DETERMINED FROM Alov, G, 19 97 nc e A /p 1np pose) APR/L 4, 2001 f update 1230 TRAVELER STREET 'BROUGHT-TO-DATE' ARE NOT /N COMPLIANCE WITH THE LAW. CONTOURS $ FIRM. Apr;!, 6, /999 (Set ff —1 ' MARCH 27, 2001 (new bulkhead). SOUTHOLD? N.Y. 11971 96 - 113 OA0 T H N 7' � ILL � � � sp,�e j of 376. .r- s LOT a - _�9 s�• � �a -�. as w 1111, � .`� 1 $ A W tw E. °�' Iw P�c1Po ER �� o r 82.00p0 ° �W Do it S I d� i 1 E ATE : MER1 N — - 1 11 40 AS / 31 ° ewA r � Co9 P r�poY v w m \ . ° 5 L p T 64 co w„ 3e � O <� - 56 s ark N ` - m .A 'gyp m ti 2 _ $ o 520 " � �t�o 1 I b Q � � P�o PoS E� 2�n FL. cb !! T. /4.Qo�T IOJ�I jg m z y Cb PLO I OMB� ore 1 ; ' pole 358.99 • err or O I. ° 'JZAIL 0 ZBA FINAL MAP I ' 0.9• °� i— SEE DECISION # .00-00" W. a S. 82 Pip L p r 65 I SURVEY OF • LOT 64 & P/O LOT 65 CERTIFIED TOf "AMENDED MAP �A' OF NASSAU POINT''" ���� �k LAWYERS. TITLE INSURANCE COMPANY N ® Z012 O, ABSTRACT REPORTS, LTD. • FILED AUG r,1922 FILE 1$6 VINCENT MANAGO AT NA SSAU POINT BOARD OF APpea� All A. CAROL .- MANAGOv � TOWN OF SOUTHOLD SUFFOL K COUNTY, N. Y. u NY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION 1000 - 11i " O4 10 � ' 4�3+F'- F SECTION 7209'OF THE NEW YORK STATE EDUCATION LAW, /� - l 49618 KCEPT AS PER SECTION 7209-SUBDMSION 2 ALL CERTIFICA77ONS AREA - 13084 Acres �Scale: �� = JO EREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 40 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR tO tie lines Feb. n EC . . HOSE SIGNATURE APPEARS HEREON. b 16, I y` 96 ONIC UYDRS, P C a„ _. ...... . ___._._. ._ . ._.__ .__,. „ ,,,�;r ir+Ccittr/'r•w rinerC Annrni (631) 765 - 5020 FAX (631) 765 - I797 L RDA ~ rurH L - 376 T # 9D L O o 1 o '� it PRa+�°SEG w l 1 a r N p 00" E• N. 82.0 ° W ETE�sial� U; m _ s e f WOW STIFS/1 m 1 REf WALL to It g Stone_lc>fY 2.5 U 135 G' E MA Y Y � 6q! ,n+o wv ere o 4 w m � 14.s �• Lo O 5 O a a cooN/r Q� 94 o /lam, ` , `�JI <PtLO pa S E v 2Nn ., m (Loop ALT• APPITtonl o G. 0� Nt' T' 65 �1� 0.4' m P/O L 0 T" 4 ,q yuLP t5o.5 tea, � � 358.99 O I - _RA IL FUS I o / I Z3 S. 82•00'00' w. LOT 65 P/o SURI VEY OF LOT 64 & P/O LOT 65 C LAWYERS.ERTIFIED T TITLE INSURANCE COMPANY "AMENDED MAP �A' OFNASSAU POINT" ABSTRACT REPORTS, LTD.► FILED AUG. A1922 FILENO. 156 dtj 2C, F VINCENT MANAGO AT NAvSA POINT CAROL MANAGO 1' TOWN OF SOUTHOLD SUFFOLK .COUNTY, N.Y. ' TERATION OR ADDITION TO THIS SURVEY IS A V10LAT10N 1000—,118— O4— 1O {� ��,4 �4 GON 7209 OF THE NEW YORK STATE EDUCATION LAW, �� � ¢96/8 AS PER SECTION 7209-SUBDMSION 2.ALL CERTIFICATIONS AREA = 1.3084 Acres Scaler 1"= 90' ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F ECONIG U EYORS, P.C. P OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR f0 t/@ l!rl@$ Feb. ,18 1996 SIGNATURE APPEARS HEREON. , (63I) 765 - 5020 FAX (631) 765 - 1797 MLLY TO COMPLY WITH SAO LAW THE TERM ALTERED BY' . ELEVATIONS AND CONTOUR LINES April 4, /9.96 (CER MCA TIONS ADDED) ( ) P. 0. BOX 909 USED BY ANY AND ALL SURVEYORS UTILIZING A COPY ARE REFERENCED TO N.G.V.D. o`t 2,`9 97 (m°1s sefi ✓sty e5,toot a�t o^s THER SURVEYORS MAP. TERMS SUCH AS 'INSPECTED*AND FLOOD ZONE LINES DETERMINED FROM A/Oy 6,'9 97 Menae a/µtrap po,r) APIM 4, 2001 (update) 1230 TRAVELER STREET IT-TO-DATE'ARE NOT IN COMPLIANCE WITH THE LAW. CONTOURS 8 FIRM. Apr,-!.6 1991 (set m•»J MARCH 27,2001 (new bulkhead). SOUTHOLD, N.Y. 11971 .I■■■I■■1��- \■I■■1■1■\. .�I■■■■■1■I' �1■■INN ■■\. Elmo 1■1■■1■ ■■■ ■I■■■I Oil11111 11I =1■■1■■1' ■■■ �■■■■I■■I■1 ■■■ �� ���■■1■ ■■■ ■■I■1■ _■■■1■■ ■■■ _ ■■■■r11■■■■ ■■■ 1 ■■■n 1■■■■- [1111 11111 11�- ■■■I■i_ �■1■ ■■■■■I I■■1■■1 ,►, •u U ■■I■1■311 11111 111 ■■■I■■ UU■■■I■ii■■■■■111 111111 111 I■■1■■■■■■1■■1M c__ moommool i�1■■■1■■■■■1animmin Is- ■■1■■■■■1■\ im■■1■■I■1■■■■1■■I■1►1 � INEENUMINEWEEN u■■ ■■■ ■■■ l.1■i ■" IN ' ■ , ° ■■■ ' '■1 �■■■■ONE 11 11111____ I 1 ■■I■■■■I■■1■I■ ■■■1 I■1■I ■I ■ 1, 1 ■ ■1 ■■■■� I■■1■■■■■1■■■111 1■1■I ■■■ ■■■ 1■■■ 1■ _ 11 1: a 1: ■ _ ■■ _I■ 'Elmo 11 11111 11 ■■■■1■■1■I■■■■ ■■■ � ��I■� �I�_ i !1 I ■T 7 i oil ■■■Il— —�I■Il■■■1■■I■1■ ■■■1 ICI u I■I■I (-I I-� I■ ■■■■I. 11 11111 II ■■I■■■■■1■■■111 1■1■� u u I■■■ u u ■ 1■1■■ ■■■■I■■1■I■■■I ■■■�_ MINI I •!__ __ ■ ■ 11 ■■■■I 11 I I I I I I1 11■1■■■■I■■I■1■ ■■■�■r.■m■■■■.�in■I u i 1111 i i 11 1 I jjj ii 1 '_ ■ I II 11'u l l!I��I l��11 1■1■■1■■■■■■1■■1■I■■■■1■■1■I■■■■ I I I ■■■■1■■I■1■■■■l■■1■1■I ��n��a ii u n a r m 11 l � 11 1��a i n u a u u��n�� �■■■■1■■l■1■■■■1■■I■1■■■■1■■I■1■ r I ■■■ -. 111 m1111 111 = No ••• 111 milli III _ — ••• '— INI IIIII milli III I.I •1' I � mI11m II min U U- _ r __ .1I .milli - - 7 ��I REVISIONS: c SUMMER. U cn d o z * ti b ,® a z � SOUTH ELEVATION a W SCALE: 1/8"= 1' Qd w a z O a 0 � � Q ® ® Cd CIO U zu N 2� F� ONO JFF 4FC At I tO g �r DRAWN: MH/MS SCALE: 1/4" 1'-0" JOB#: EXISTING SOUTH ELEVATION Maya SHEET N LIMUMBER: SCALE: 1/8"=1' A_2 c REVISIONS: mil'' 1\4'�'o'oo 411, �W`-:i�V ® o N V � M e. i d a a o o a 00000 000000 000 0 : � z z o 0 EAST ELEVATION �' W a SCALE: 1/8"= 1' W w w za o_ dd H 0 Am � o rU ® ® ® zu a o o N 00 ZBA FINAL MAP SEE DECISION# DRAWN: MH/MS SCALE: 1/4"=1'-0" EXISTING EAST ELEVATION May JOB ,31 2012 SCALE: 1/8"= 1' SHEET NUMBER: A-3 REVISIONS: All Moyall, j J) EX.SCREENED PORCH A s � M v � ROOF ANDCMNc• EX.LIVING ROOM ROOACI HIA 111 0.W LACE HEADERS k' /(a)9.7/2 Mli i Q U —————————— — s [L EX.DINING ROOM ' O H H a O ------ ------------ O ❑ z Ll H o � 11 11 EE 11 » o E - @a eE@gsgesegee@e@a@@gag ee _ 0 x� c� N 'oro, ` PROJECT NORTH 1ST. FLOOR PLAN ZBq FI'VAL MAP DRAWN: ME/MS SCALE: 1/8"= i' SEE DECISICtd SCALE: va�r-o^ May 31,2012 SHEET NUMBER: A-4 REVISIONS: 3 �1l►/�. 10 Vs. 6-2" 3-TW]85](3In Mull) . Oj]%10 HEADER A A s ,�_ • • n C a a?. W C .�THEDRAE\. a r� / CDLLNG \ y .r f0 o C4 I li)i%+o H d g I � I r^ d v, z ••• ••• REMOVE EXISTING WALLS AS SHOWN •"•-••••-••••REMOVEEXIS»NG a8�`v{e B��A uaB°e�• W z WALLS AS SHOWN d �i to O ..yyy��� /.1 TW2652 z /^ 0 v (3) %B NOR. O N © =C N 1 \/ iV OPEN /\ REMOVE E NG TO WALL.AS SHO SHOWNKY\1 . ............... ' . ....... V O ]JIB'D0. OI O F WF 0Ca7 ---------------- .� .. ..... •--................. -•--•-•---•---•--............------•- �'I d z u N 'Ono . .5'-2" 3'-4" N PROJECT NORTH 2ND. FLOOR PLAN 3'-0" SCALE: 1/8"= 1' ZRA FINAL MAP SEE.DECISION # DRAWN: MH/MS SCALE: 1/4"=P-O" JOB#: May 31,2012 SHEET NUMBER: A-5 V•I s s 1 a 1' A � T � � s y r � `:4 Y m It �,�[� .- I� ��_ `�" \ r.. - -�� �� L_ �. �� ,. .��/ /�1'1 ��: _P,r ��,� �. �� �Q � n t+� j i �� - REVISIONS: I .___...—.__..__..._.__._.ruao.6__.,.___.�r.•«...____. ____-..._. --_ _- _._.....w-_- .+a __..u"..r_.. '�. ._.�}-;'_,LI .__'___-.�'���v _'�`_ _,rz_+.._ ------__ .__.-mom_,__...-_. _...-ur_ ._rm-._._-_._...__....__.—. _- _ ___- __._......._--..__._:c-:..-__._:a-:.`_-_- ..._..._.,.__�—__.rnauas......._.._._,"mv, ._-• -__-._..vi._.___. levam_.—_..•ar_-....._,._.__._.-...._. _ ._......_..___ n�v __..._..._a.._.__..__wv__.._.._.amm .__.r-.._._..__._u.s..._.__—nra._.._..___ao,�..�._�_x�-..._._._�n.s_.—__ew+_.. _ __ .____acv.,- -- - _._..�- _- __.a.._._—.__nn�._.._..___.a�._._��._. _�.-_.�".-__._____.u_. __....—_�.n.__.—._.eae_.._.__.._aw._._.—.._xe,.____us_.._ __�zm•....._ _ �=.ram-.._.✓s—_._. .__.—.__._____—z�:_...,-__.ecy.___,-._.._.. _�:-_-.___—aa.__.. -ter- - _. __ _. ._ z _ I00 1 ® ® - _ Lt con -- TT - - T r_r_Z_ -- �- __ _ __ ___�_ -- - - - - - - -- _,� , i: - , � ---- r . LT � x - oiLi- l' T C 1 L I TIT _ Z 1-, .' ,">• .tip`,:�,`. ���7?;�� :.%.`'ice t u�".'-" .. .. � .•� .•J�v'�,<i.!✓'.. ':��.. <<. WEST ELEVATION SCALE: 1/4" = 1' �' z � zU N N 00 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. APPROVED AS NOTED DATE B.P.# 3 7 s �/ 1 G� Q FEE: ` BY 7 v NOTIFY BUILDING DEPARTMENT AT ° (ll U 765-1802 8 AM TO 4 PM FOR THE c FOLLOWING INSPECTIONS: c, 121 o 1• FOUNDATION-TWO REQUIRED O ° 0c FOR POURED CONCRETE g 2. ROUGH-FRAMING,PLUMBING, -� z u STRAPPING,ELECTRICAL&CAULKING 0 omx 3. INSULATION 4, FINAL-CONSTRUCTION 6 ELECTRICAL m y MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE m v ® ® REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR N DESIGN OR CONSTRUCTION ERRORS. 0 w OCCUPANCY OR USE IS UNLAWFUL H V ITHOUT CERTIFICA T' 0 ® - � I PANCY -1E j N =!=0F i I EL E CT °CAL L: EXISTING WEST ELEVATION r ep SCALE: 1/4" = 1' DRAWN: MH i MS SCALE: 114 JOB#: �" q •, August 20,2012 SHEET NUMBER: PAINTER TO PRIMAE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOIR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ==7 r-- yr-y3 I�J l a -- ---'_ _ �- 1_. _ rid i ZI �L__ I. - o Tl - Li T TI_ car I 1 1 j ' - 1.. .. r- r- I i .� __� _ _ �_ s � FTTI Li i .I I F l i,yy ... 4 4. �. .1 r J ♦ xri. .,.�+ 4i;• � +:il ; :i� is _ ♦ — _ _ �� _l..-..1.,.L._ .T�w _ f - '' i 't.',I Ji;�', ?"1fl' " .,j.,rl-+ } it V1' i 'f', �f,', TL_. 1- !- - I - T T f � �_ -- _- SOUTH ELEVATION SCALE: 1 4" = 1' bbh ¢ x � u N N 00 O rl N � cn O Q\ W vr-1,u X 0 '-Z g60 O >A ~ ' . . U rn N � � ws EW"I O +n FEffl ® N F P4 d V EXISTING SOUTH ELEVATION �� � DRAWN: M1I,MS y"` '�Q• SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' ;e s' JOB#: August 20,2012 kt`. ►•" SHEET NUMBER: PAINTER TO PRIIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COM4MENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRICOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ------ - ---- ---- S- -- ---- --- -- — _ t L ® _ o I: T - H �- rNL -- -t- - - l o`� O pit,., ;; ,'.r. Lr, 11 LL 7777. , EAST ELEVATION SCALE: 1/4" = 1' O H � a � � rAH N N 00 O co N G co It (D ou 0\ p 'u) 10 "" N c 1 V t~ z V Ll p =0 .0 \ 4 ® � v N v G � Li Li I L l Li r-4 � W U) H V ® , `'. t~ d EXISTING EAST ELEVATION � � �g . f rt, DRAWN: MH/MS — i � ,� - 1 `r SCALE: 1!4"=1'-0" SCALE: 1/4ui JOB#: F x August 20,2012 ti%` :•,,: ,. SHEET NUMBER: 4A �� PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COA/iMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�J MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ------------------------------- E; (3)2X10 PT GIRDER 1 I / a ' W I 1 A 12'-3" A X I N 1 M� 1 6'-1" 6'-2" X 1 W 1 � I ------------------ ------------------- 3-TW2852(3inMull) /EX-2X8PTDi ��lb"OC I ; I 1 (3)2XI0 HEADER 1 ' ' I NO CHANGE TO 1 EXISTING STRUCTURE 1 ` EX. FOUNDATION - --- E—+ o 1 � ' O1 N w ce I y w ' o I CATHEDRAAL, m O CEILING 6'-0" /4" 2' 93/4" C° �n 3'-21 °' N O O DHT2811 8'-0" - - — — — — — — — — Imo! 1 1 (3)2X10 HEADER E 4 x S PROJECT NORTH PARTIAL FOUNDATION PLAN Q N % W SCALE: 1/4" = 1' 1 1 1 1 00 CEI 1 1 1 1 1 1 t 1 CC 1 1 1 1 0 ry 1 1 1 1 S u) co 00 ,V x M ------- -------• 1 a--------------- REMOVE EXISTING ------� -------- ' ' WALLS AS SHOWN i REMOVE EXISTING II O WALLS AS SHOWN II I y Q 'F`rl 6'-0" ct Lij i U c dH �✓ II TW2852 1 1 N 00 (3)�X8 HDR. 1 1 I N 00 l0 l r 1 DN t 1 W Lu emo 0 IF N A om ,�2 1 YYa, N EX. SCREENED PORCH ° 2, \0/ ' A Q ° + OPEN REMOVE EXISTING 1 ; o m BELOW • WALLS AS SHOWN u �}+ -------------- •--------------• 11-71R 111-9 71 v 8,—0,,; , :N REMOVE EXISTING ' ' ROOF AND CEILING X m '0 0 _o EX. LIVING ROOM N o w 'Sa • 1 1 REPLACE HEADERS (3)2X8 HDFR. i I w/(3)9-1/2 MLs G ---------- -- 1 1 TW28 IO ' 1 - - - - - - - - - - - - - - - W 1 i I 1 — — — — — — — — — — — — — — — 1 1 I i -S lei ----------------- -------------------U- ---------------------------------------------------------------- i------------------- -------------------i------------------ U O 1+1 5'-2') E 8 S PROJECT NORTH 2ND. FLOOR PLAN -6 11111 11111 EX. DINING ROOM 011 d W SCALE: 1/4" = 1' II I11 x Ei S PROJECT NORTH 1ST. FLOOR PLAN. W SCALE: 1/4" = 1' i k•J'=e1�� '�, l y 4 DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: I August 20,2012 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COPMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTUR:ER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFA,C TUBE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° • RAFTER WALL STUD EfJDWALL CRIPPLE STUD ,• • BOTTOM PLATE p RIDGE LEDGER B ATHTUB • HEADER ; DOUBLE JOIST SIDEWALL • RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HO)LD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION 1LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPL'.Y OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST, FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE FF�� THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O F-•-I WALL STUD THROUGH-ROOF EXHAUST / VENTS SELECTED AND a� METAL STRAP ` LOCATED BY CONTRACTOR _ W W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL l L7 RIM BOARD CHIMNEY AS REQUIRED F•� z RAFTER 'Gly WALL SHEATHING RAFTERS MAINTAIN H SILL PLATE(S) VENTILATION U SIDEWALL FLASHING WOOD JOIST FOUNDATION �, TOP PLATE BLOCKING FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING z STAPPIING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O Q AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U AND ALL WINDOW/DOOR OPENING JACK STUDS 1--1 BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER I^•a INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tCONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPITION APPLICATION SOFFITED EAVE 'Qr AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / `��„ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS / 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLop p go ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT H � z WOOD JOIST op TOP PLATE U GIRDER/HEADER SIDE WALL FLASHING �WOOD JOIST z U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC (�' AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ap INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS 2 HIGHER THAN LVL HEADERS CONFORM TO SLOPE S AROX. 1/ 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DB L. SILL PLATE TERMITE SHIELD ( �— SUBFLOOR N c SILL GASKET _ WOOD JOISTS m ` NEOPRENE ; xp m cam+ .2 i TYP. CONC. FOUNDATION ( A 60MIL. POLY GASKET �,� 2x6 /2x8 CONTINUOUS WOOD PLATE co v o DAMPPROOF EXTERIOR V} ' BOLTED TO STEEL BEAM WITH O 0 H GRANULAR FILL , , x oto 6MIL POLY ON EXTERIOR V 1/2 " DIA. BOLTS ® 48" o.c. STAG. Q' Fi ° V STEEL COLUMN ^ p v a 00 4 ° 4 ° a ROOF JACK �� �� t „ „ STEEL BEAM P4 'v ^ ♦ CONC. SLAB ' ^'p - � � '' � I\ .,` 'ic COMPACT FILL p � u, I 4" x 1/4" x 8" STEEL �r � ^ cn ROOFING LAPS �, TOP AND BOTTOM PLATE U) U m ar KEYWAY FOOTING a V /� ° �1.^ ` ^ ° G ° p L f FLASHING AT �` WITH 1/2" x 6" ANCHOR BOLT � �'� c e., a CONC. FTG. �► 'p • Q•p G SIDES AND TOP ` 1/2" GROUT ° ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS N o W (USP LBPS58 OR BP583) .� 1j, I i 1 REINFORCING BAR FOUNDATfiON 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE ► f7 + ANCHOR BOLT CONNECTION SUPPORTI'ING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPIC AL BEAM DETAIL TYCPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC w WHEREi NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING !� ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL fn I SUBFLOOR 'kC CONC. SLAB H, DOOR FRAME 6X6 10/10 WWM GARAGE JOIST H COMPACT FILL DOOR G USE 2X8 STEEL BEAM Q 11 FOR BLOCKOUT 4" SLAB W/ 6X6 WMM I SLOPE �`•+ ' P.T. PLATE \ 4 DRIVEWAY —fig. NOTCH JOIST AND ADJUST HEIGHT • • ' 1/2" AIR SPACE rr� < I < ° a 7 1 2,» (WITH A NAILING PLATE IF NEEDED) C,Zs^ '� AT END ANDES OF WOOD �•p 1L � 'p ° , a ° 'e • ••°'° ,° " TO BE APROX. 1/2" OR HIGHER THAN Not. STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE ° d c�--=---cr--s--z ° Q 4 BEAMS o a0 aD . e ° ( ) Q 4 C Q D T I _ I ° d ° ° I PROVIDE STRAPPING TO KEEP JOISTS ALIGNED �. 6X6 W.W.M. •�� - - - - e - �. a -�it p D •p MIN. C .o'P .0 a C %'A kA IA-4 �'� ! o �``� -NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM p p a ° n ^ �o I �m SUBFLOOR ss n REINFORCING BAR = NOTCH EQUALS 1/4 DEPITH OF BEAM - D o' a REINFORCING BAR o °' 'p �- GIST DRAIN TILE Igo—®i I ' 12" •� L • SHEET METAL / 30# FELT UNDER BEAM AT POINT \L• /� O aa0° � STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i I 1 -�� a• c 3" PLATE (BOLTED TO BEAM) SHIMS TO LEVEL BEAM , BARS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. `1; =-- C REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. cq F 3" MINIMUM BEARING SURFACE FOR WOOD BEAM 'X t '�' GARAGE DOOR BLOCKOUT s,�" •• ''•*• vk-a°. DRAWN: MH MS +4; ;t• ''? � e'. SCALE: 1/4"=V-0" BEAM POCKET JOB#: ,,g6n q+. August 20,2012 " °j SHEETM NUBER: e� � 'a -6 PAINTER TO PRIIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COIAMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: of' AG E 'J`N' E rK% A L *]&N'@ S WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMINGi: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES. BUILDING HEIGHT (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WAL[L: 3-8d COMMON EACH TOP PLATE 10'WALIt: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within thiis set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALIL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WAL1L: 4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State buildin codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PIER TABLE 3.7 EACH FACE DESIGN CRITERIA g P P g P P p P CURRENT SBC HiGH WiND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAiL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PIER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the should be adhered to even if!in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - llbd COMMON END NAIL ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 O 4). The designer has not beeni engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING:: STAIRS 40 C) responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under L NAIL 200 1-' construction means, methods, NAIL techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION AI SPACING NOTES GAURDRAlLS ANY DIRECTION(DESIGNED FOR CAT.C} precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY Un specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE 4 - 16d COMMO Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE _p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL Sym.: o� attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is Ito consult with the owner for all built-in items 1/2 inch gyp panel sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at HEADER TO 16" O.C. FACE SEE FLOOR PLANS HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS � rn such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION U in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON20PER 2 STUD END 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ►--I 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1--a FOOT SEE NOTE: 1,2 Q 1). The General Contractor avid Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q determine intended heights of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION TY QTY NAIL NOTES MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. Q . SPACING 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18�" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 s.i.. Concrete to be 2 - Sd COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcin interior slabs 9). CATHEDRAL CEILING ASSEMBLY: p g g• SEE NOTES: 1 ( BOTH FIELDS) � o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. d COMMON @ 12" O.C. O to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMO NOTE: 2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). p p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL O 806 cast iron foundation vent for every 150 sq. ft. of area. NOTES a' JOIST ON LEDGER PER TOE O DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL bA ¢ x 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL Z U 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, �j BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONc�1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE: 1 00 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R S A H 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, alll framing and structural wood material to be #2 + BTR. g p g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE o SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL ci v otherwise. JOINT DESCRIPTION r0 4 � o Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. � 1� . where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x o w 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m � m o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE Bd COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 O 6). Concrete piers shall be a minimum 6" above grade. X o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SH EATH lhl G: openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES v E g ( ) p 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIIL NAIL 0 00 � openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. cA + U and blocking where applicable;. QTY. SPACING o 4 • � r 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS Sd CO1v�lM0 WFCM - SBC be used. g g q u anchors where applicable to alll connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE u c°v 6d COMMON p p j supply, g g p PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water su l drainage and venting to be installed as per N.Y.S. Residential w Floors to have ceramic tile inistalled shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COCbLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick miicrolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD FLOOR SHEATHING: other access openings unless otherwise noted (typical). NOTE: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY H 8). Dormers running up roof crafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING � where applicable unless otherwise noted. state code and manufacture's recommenda#ion for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD 0 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Gn under all bearing walls. l). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BCE REFERRED TO IF N Ey needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all[ roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-conceaFIREBled draft o REQUIRED V 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing Fireblocking shall be provided to tut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. x ELECTRICAL NOTES shear capacities, nailing requirements for structural � adhered with PL400 adhesivte and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number,of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, r � � ; �� drop ceilings cove ceilings. 0 to have regular 1/2 sheetrocic. All walls to be taped and finished. p g to be reduced tol - 16d nail per foot. 3). instal[ Smoke detectors and Carbon Monoxide detectors throughout as required by current 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. under stairs shall comply with current N.Y.S.Residential Code. :sy=.";,r... �,� }• approved equal. Flat roofs small be applied with a Fiberglas base sheet with an EPDM ma over. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of I `r "R} W+ DRAWN: MH/MS torch down type material flame and products of combustion. SCALE: 1/4"=V-0" 16). All sill plates and wood iin contact with concrete to be pressure treated. Sill plates to S).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. ,.r� JOB#: August 20,2012 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ,��•. _w. ;: �' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.