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HomeMy WebLinkAbout37518-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37528 Date: THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: SCTM #: 473889 2715 Nassau Point Rd, Cutchogue See/Block/Lot: 104.43-8 4/24/2015 4/24/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated - 9/7/2012 pursuant to which Building Permit No. 37518 dated 9/14/2012 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: SCREENED PORCH OVER AN EXISTING DECK ON AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION #6563 DATED 05-17-2012 AS APPLIED FOR The certificate is issued to Stevens, Jacqueline & Stevens J 2012 Fam Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37518 04-04-2013 Auto e ignat re Permit #: 37518 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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) Permission is hereby granted to: Sullivan, Robert & Stevens, Jacqueline 118 Hampton Rd Garden Citv. NY 11530 Date: 9/14/2012 To: construct a Screen Porch over Deck per ZBA #6563 as applied for At premises located at: 2715 Nassau Point Rd. Cutch SCTM # 473889 Sec/Block/Lot # 104.-13-8 Pursuant to application dated To expire on 3/16/2014. Fees: 9/7/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: if Building Inspector $382.00 $50.00 $432.00 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 37—Copy of Certificate of Occupancy - $:25---__.________.---_...__.._.___-------_.._.-..-------_-__--__-- 4. Updated Certificate of Occupancy - $50.00 .--5. Temporar-y_Certificate_ofrOccupanc_y—Resid-entiaL$ L5.0-0,_Commercial_$15 00 _ Date. 4-22--(S New Construction: Location of Property Old or Pre-existing Building: _ 2�Is �I a s P� 12,d House No. Street (check one) Owner or Owners of Property: �(� G�'i� � ��–� -� VA -%\j Suffolk County Tax Map No 1000, Section Block .% Lot Subdivision Permit No. J 1 S L Z Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ U Filed Map. _ Applicant:_ Underwriters Approval: Final Certificate.: Lot: (check one) • CMU Hamlet Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. richertCcr-town.southold. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Sullivan Address: 2715 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit* 37518 Section: 104 Block: 13 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Stryker Electric Inc License No: 3787-e Residential Commerical New Addition X Indoor Outdoor Renovation Survey Heat Duplec Recpt SITE DETAILS Office Use Only X Basement X 1 st Floor, 2nd Floor Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 1 -paddle fan, 2 -skylight motors Notes: Inspector Signature: Date: April 4 2013 Electrical Certificate.xls fjf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDAT NlST ]ROUGH PLI3G. F DATION 2ND I INSULATION FRAMING/ ST RAPPING FINAL FIREPLACE & CHIMNEY I FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELEPTIRICAL (FINAL) REMARKS /�A jr-". DATE -114SPECTOR SOpryo� D � � �o • �o I �yC17UIM ,A7A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. - FOUNDATION 1 ST [ ] ROUGH' PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 DATE � ��� INSPECTOR`� �OF SOUTyO� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND C ]INSULATION [ FRAMING/ STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) N ELECTRICAL (FINAL) REMARKS: <,g. &A, 4iz-- DATE �Iq � 3 INSPECTOR cOUNi'h TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802' EPT. 765-1802 INSPECTION, [ ]FOUNDATION 15T [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ],!INTION [ ] FRAMING /STRAPPING [yj FINAL [ ]FIREPLACE 8. CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f 1 ELECTRICAL (ROUGH) f 1 ELECTRICAL (FINAL) - INSPECTOR FIELD RLSUSBON REPORT DATE COMMENTS FOUNDATION (1ST) � 44 o' c- FOUNDATION (2ND) ' � z • y ROUGH FRAM nNG & PLUMBING a INSUL• ATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS fe Fa ke?7-S'5 �rn csv TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 0 F , , 20 f BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans i' Planning Board approval PERMIT NO. ��`'7J�l Approved q111 20—L?l Disapproved a/c Expiration 1,1)4-,20 17 U �� SEP � 6 2012 �12 ak—.. Building Inspector Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: CATION FOR BUILDING PERMIT Date G (P , 20 INSTRUCTIONS a. Tl > >g@stohZ be com letely filled in by typewriter or in ink and submitted to the, Building Inspector with 4 sets of tans, acCuM* o scale. Fee according to schedule. Pfd ;Clan an 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 br has no't'been completed within 1'8 months` r6rn such date. If no zoning amendments or other regulations affecting the property have been -enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six. inonths'.Miereafter, 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, age , architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises 6/ht r% (J(, L f V6T' wl (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 propo 2115_ Ng"v /� House Number Street sed work wi e done: T AC a County Tax Map No. 1000 Section /0 Block 1 Lot /i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /91 !C f b. Intended use and occupancy s�/� 3. Nature of work (check which applicable): New Building Addition 1>c Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost If dwelling, number of dwelling units If garage, number of cars Fee (To be paid on filing this application) Number of dwelling units on each floor 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth Rear 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ICU 9. Size of lot: Front lRear r Depth 10. Date of Purchase l Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V/"NO 13. Will lot be re -graded? YES NOYWill excess fill be remov d from premi es? YESAe-NO iCc e el *A-' Yx � � � 14. Names of Owner of pre ises o,13E/l'l Address 12��✓ Ct Phone No. 516 0 70 7 Name of Architect C_ ?iv Address Phone No 7, / Name of Contractor &4g6e uG g 1 Address Phone No. S-/6 4_5",9'6 fD Z. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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 * IF YES, PROVIDE A COPY. CONNIE D. BUNCH blic, State of STATE OF NEW YORK) Notary No. 01 BU6185050w York SS: Qualified. in,Suffolk County COUNTY OF �iJ L! Commission Expires April 14, 2jDj 2 being duly sworn, deposes and says that (s)he is the applicant (Name of individual sig ing contract) above named, (S)He is the (Contractor, Ageni, 0orporatJ Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application fled therewith. Sworn to before me this ' day of _-`4�e:. � ,20 0— Notary-Public Signatui o Applicant James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael. J. Domino July 18, 2012 Mark Schwartz, AIA P.O. Box 933 Cutchogue, NY 11935 BOARD BOARD'OF .TOWN TRUSTEES TOWN OF SOUTHOLD RE: ROBERT SULLIVAN 2715 NASSAU POINT RD., CUTCHOGUE SCTM#104-13-8 Dear Mr. Schwartz: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wed., July 18, 2012 regarding the above matter: WHEREAS, Mark Schwartz, AIA on behalf of ROBERT SULLIVAN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, completed application dated June 20, 2012, and, WHEREAS, said applicatiorrwas referred to the Southold Town Conservation Advisory Council and to. the Local Waterfront Revitalization Program Coordinator for their findings. and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront. Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 18, 2012, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with -the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVES the application of ROBERT SULLIVAN to construct a screened porch over part of the existing rear deck and not expanding the lot coverage and install drywells to control water run-off from the porch, and as depicted on the site plan prepared by Mark K. Schwartz, AIA last revised May 7, 2012. Permit to construct_ and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Jame King, Presid Board of Trustees JFK/Ims BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD; NEW YORK PERMIT NO. 78-48,i DATE: JULY 18, 2012 ISSUED TO: ROBERT SULLIVAN PROPERTY ADDRESS: 2715 NASSAU POINT RD., CUTCHOGUE SCTM#104-13-8 AUTHORIZATION Pursuant to the provisions of Chapter 275 and Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 18, 2012 in consideration of application fee in the sum of $250.00 paid by Robert Sullivan and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Bodrd of Trustees authorizes and permits the followii Wetland Permit to construct a screened porch over part of the existing rear deck and not.expanding the lot_ coverage and install drywells to control water run-off from th porch, and 'as depicted on the site plan prepared by Mark K. Schwartz, AIA last revised May 7, 2012. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these -presents to be:subscribed by a majority of the.said Board as of this date. r� � + s. w�Ts9► i - ` James F. King, President *OF SQ(�jyO Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer N Michael J. DominoG.�► BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0873C Date: July 15, 2013 THIS CERTIFIES that the construction of a screened porch over part of the existing rear deck; and installation of dawells At 2715 Nassau Point Road, Cutchogue, New York Suffolk County Tax Map # 104-13-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 20, 2012 pursuant to which Trustees Wetland Permit #7848 Dated Jul�18, 2012, 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 construction of a screened porch over part of the existing rear deck, and installation of dr_ rt wells• The certificate is issued to ROBERT SULLIVAN owner of the aforesaid property. Authorized Signa re FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 8, 2012 TO: Mark Schwartz for: Robert Sullivan P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 8, 2012: For permit for additions and alterations at: Location of property: 2715 Nassau Point Road Cutchogue, NY County Tax Map No. 1000 -Section 104 Block 13 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this non -conforming 30,824 sq. ft. 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 46.5 feet from the bulkhead. 4�,C,� , L�� - 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. 1 BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider ZBA FILE: 6563 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Younis Avenue) { f� C SItIVYa 1 ZONING BOARD OF APPEAILS MAY 4 2012 TOWN OF S_ OUTHOLDDEPI Tel. (631) 765-1809 • Fax (631) 765-9064 T1BLOF.WITUN q FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 17, 2012 NAME OF APPLICANT: Robert Sullivan CTM 1000-104-13-8 PROPERTY LOCATION: 2715 Nassau Point Road (adj. to Hog Neck Bay), Cutchogue, NY SBQRA 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 April 17, 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 April 24, 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 EXEMPT from Coastal Consistency Review. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 30,804 sq. ft. waterfront parcel in the R-40 Zone. It has 100.44 feet of frontage on Nassau Point Road, 305.15 ft. along the northerly lot line, 100 ft. along Hog Neck Bay and 311.69 feet on the southern property line. The parcel is improved with a single family dwelling including an attached deck, a two story accessory garage, and an in -ground swimming pool, as shown on the revised site plan survey drawn by Mark Schwartz, Architect, dated February 27, 2012, revised May 7, 2012. BASIS OF APPLICATION: Request for a variance from Article XXII Code Section 280-116(B) based on an application for building permit and the Building Inspector's February 8, 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 to construct a proposed 455 sq. ft. screened porch over a portion of an existing deck, with a bulkhead setback of 46.5 ft. for the porch, which is less than the code required bulkhead setback of 75 feet. An existing 38.3 ft. bulkhead setback remains for rest of the deck. ADDITIONAL INFORMATION: The Applicant's house and deck were built in 1971, with the same 38.3 ft. bulkhead setback that is shown on the submitted site plan survey, and which was prior to the Code required 75 ft. bulkhead setback. In Appeal #5902 dated June 26, 2006, the Applicant was granted variances for a 14 ft. single r Page 2 of 3 —May 17, 2012 ZBA File#6563 - Sullivan CTM: 1000-104-13-8 side yard setback instead of the Code required 15 ft., and a 34 ft. combined side yard setback, instead of the Code required 35 ft. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3, 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 4267-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 house and deck were constructed in 1971, with a bulkhead setback of 38.3 ft. that will not be changed. The screened porch will have a bulkhead setback of 46.5 ft. and will not be visible to the street or adjacent neighbors. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Almost the entire footprint of the single family dwelling built on this property in 1971 is at a nonconforming distance from the Code required 75 ft. bulkhead setback, so virtually any proposed new construction will need a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 46.5 ft. bulkhead setback is mathematically substantial, representing 38% relief from the code. However, the existing house and deck have a 38.3 ft. bulkhead setback, established without any variance, before Code required a 75 ft. bulkhead setback. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that -a variance in this residential 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(30)(5). The difficulty has been self-created since 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 X267 -b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new screened porch, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the site plan drawn by Mark Schwartz, Architect, dated February 27, 2012, revised May 7, 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 variances) 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 nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other { Page 3 of 3 —May 17, 2012 ZBA Fileti6563 - Sullivan CTM: 1000-104-13-8 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), Dinizio, Goehringer, Schneider, Horning. This Resolution was duly adopted (5-0). -L- C l '. f)�O r Leslie Kanes Weisman, Chairperson Approved for filing S / of 3 /2012 (Q/LC / v� JYYrrr HSSCS'Smtell[ runs n: VJ--roc M I Town of Southold - Chapter 236 - Stormwater Management �j Or fbl SWPP.P - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAM -Agent - consultant - contraprorOther (Circle One) Pro OWNEFt:III Diferent Applicant) Addressr /'o !r Kt' .t/ Cr 7 phone#. q a 1 ' Fax tk `hSVG Telephone as 5'4v7 Fax#. ' / 74 z 0 n? ��! V Q N 1. 1 ft � �i tJ � • GOY►•- Property Addresx Brief Desorption of Conshnction Activity, Proposed Structural BPJI% Soil StabaG on BMP*, Project Scope and/or Sequence of Construction Activity 3.GT.M. #: 100p L4 _u nhtrki t,ectwe ttaodl int �101�'"`�0"'t�""�+Neded�lJ` � J /� �QdfP�2 Name Conhactor andlor Contact Person Resp"I* for Implementation of SWPPP: L v e-s G. O�iE2 v .T -!�J�- _� �__ ------ Address: T ephton. a6 /L /' Fax tk 5-/! 1 TJ (00 az -------------------------------------------- -------- ; -------------------------------------------- --------------------------------------------- -------------------------------------------- ---------=---------------------------------- ----------------------------------------__-- E-MaR.. . b ok% i e o a, Goy c j,pfrsons Responsible for Installation 3 M21nte ance of Erosion Control Pradlce: (e; -P Address: Telephone 3l: Fax p E -Mail. Tdai Area of AllTotal Project Parcels: Area of Land Gearing andlorGroundDishxbance: Sgos (SF. r A—) ISF. / A—) ._. --------------------=----------------------- Project Duration: ' (Anticipated) M05 Sland Date: • /Z Da e: 2 Z ---------------------------- . • Will this Project Disturbe five (5) or More Acres at Any One Time During the Proposed Development ? Yeess o -------------------------------- ------------- -------------------------------------------- ------------------------------ If YES: Please Answer the Following) a. Does the Applicant have a Qualified Inspector On Q a. Staff To Conduct the Required Inspections ? Yes o b. Does the SVWi P` Indicate 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( . C 6 4-1 - e. Does -the SWPPPAdequateIdentify All Temporary ] y -------- ------------------------ and/or Permanent Soil Stabal-Iratiron Measures? - as No ----------------- ------------------- d- Does the SWPPPAdequately Identify a'Complete Q-'------'-------- ------------------------------- :Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Spedtic F47^1 ,O Status of Impacted Waher. body reg fMDL, 3t13(d) Listed, knpaked_) 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 O -, -w -- -ta- �1p° of Impacted Walerbody leg.Loke, Creek, Bay, pond, Sound, FresM»terWetlard�j by the Town of Southold ? • Yes No -------------____-_ S7 ATF OF NEW YORK, J U e Lt� filo. 01 BU6185050 COUNTY OF...............��.......ttz......... SS Qualified in Suffolk County /14 v �j�J Commission Expires April 14, 2 01 G 11at I, � being duly sworn, deposes and that he/she is .»....»...!.»..� ..:.. ..c,&&4 .. says the applicant Torr T11j4 And that he/she a Indvid�i sigrairg _ g........... �C � ..» ...».».....»....». ..(owrter�lContrador'Agent, »e ;eh) »»..»»...........»»..»» Owner and/or representative of the Owner or Owners, and is duly authorizcd to perform or have performed the said work and to make and file this application; that all statements contained in this application are we to the best of his knowledge and belief; and that the work will beormed in the manner set forth in the application filed herewith Sworn to before me , �Q_�...!....... day.oC _ - .... . , 20_1. P..... Notary Public_ ..... __..."" ..�. e Appy) JYYrrr HSSCS'Smtell[ runs n: VJ--roc M I Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 �o��oF s�tiry° 0 4 G EC���� o er richert o�nm.sou�ifioI Ony. BLDG. DEPT. TOWN OF SOUTHOLD BUIiDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION QUESTED BY: go*nr) r e.c rinanv Name: 12-iVra La e- C'_i L__" T No.. .3-7 -9 -1 " iC- s: =f d Gt K L_ (Y- n e_ c. No.:® - JOBSITE INFORMATION: (Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 1000 Section: I Otf Block: 1_ Lot: $ `BRIEF DESCRIPTION OF WORK (Please Print Clearly) C e ns4r u c+ SC.regj�j Pore. _ e\1e,r AeC-k 6 Date: 37518 (Please Circle All That Apply) *Is job ready for inspection: (Y_EV! NO. Rough in Final *Do -you need a Temp Certificate: YES !@j 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 I -i Uj-r +-�� e S - e ars 2 a t rS$ � D .82=Request for Inspection Form l� OWNER STREET 2 7 15 VILLAGE DISTRICT SUB. LOT ` h►7 Gi � a 7�c � Q 0 v FORMER OWNER N E ACREAGE S W TYPE OF BUILDING RES. Z.1'0 LSEAS. VL FARM comm. IND. CB. I MISC. LAND IMP. TOTAL DATE REMrY�S,0/� QOd/x(yoz,r, %G���;,gIe TL'u++s...:m%iQi r l G �/ S� �-.� Quo , C' ., »� h a �- roe g.d ' J e q Oyi,e 02 lad �d z bc:`-,r .. .TAa'..al� ate, e Ts e e d , a2.y o 0 9 o -p ✓ , ; r7 IL L 32: /S�7 SoL �// 2 f 6,&VWF /d WALL ZG� .q a o 75 es/y 7 �/'f if �' �9o'�Z 6// �Se�s e E.0 02 `SGE a�ao i BU LDo-Nq�ONDITION ///'�i7ff �P j00i6 Z NEW ORMAL BELOW/ S ABOVE �� p f f� 'fg) FarmAcre/ Value Per Acre i3 a Value td Tillabl' . ' o -v a 0 1 spa 11 O d /as F ,B. P. Ad7s e�,s .. c✓C !-. C. /sYo a ✓ . Tillable 2 �./ i��i�L G�l0 / a y6 V z 0 Psi PrP LP �C oh //� S r- P- ill v Tillable. -3 s 2) (RQ�y� DOY(� EC 0S Woodland ' 7 o v a -- Swampland /ep a 10 e e f�E r�'b k 10 DOc7 !7 / S leeytewc Q N�G House Plot �5 I- Q 1 3 5049-001 - n ,6 Totol ,j L t!( M. Bldg. kS = Soo7SO 7 Foundation Bath ExfL,ns!O# r7S K 2 G = G So —2 SB Basement 17'a L L_ Floors 23 = � o 2 Q,3,Si Ext. Walls Cl)oo1) Sri Interior Finish ion 6,e 2,1yLc Fire Place HeatFNp Porch Attic /6 Y .2 Porch Rooms Ist Floor -?y patio Rooms 2nd Floor iserage 'Driveway r-0 LL RE El p TD p E: O. B. zv, X- TOWN OF SOUTHOLD PROPERTY RECORD CARD M_R OWNER STREET VILLAGE DIST. SUB. LOT (d ,n d - _ Porgy ACR. REMARKS TYPE OF BLD. — OnAurc n In ra c r .- - cl a b l PROP. CLASS leo -1_ �Vo . G G.Lv. LAND o IMP. oIn TOTAL o DATE ,a FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BUL-K-HEAD HOUSE/LOT TOTAL Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 April 26, 2013 Robert Sullivan 118 Hampton Rd Garden City, NY 11530 oF sotryo� h • AQ BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 2715 Nassau Point Rd. Cutchogue TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees .# 765-1892). Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37518 — Screen Porch RECEIVED _. MAY 7 2012 BOARD OF APPEALS N 789620" E 305.15' _ B R TIMII BEWALL, ' EXISTING I� 'I MASONRYIWALK/PATIO' - W� sou I � sou D® vc mr.uimm.rrvAwPtx'NDw� .. "pRtWELL EXISTING EX POOL4 EXi • sDA 0.P TM 4 DEEP w�[gvFpUNPm � I WOOD V I coDECK. = cr EX. PATIO 1 3 BULK - WITH ¢wcl METER . O- 1 .UNDER W O EXISTING o.s� < w _ 2 STORY .rbo BITUMINOUS DRIVEWAY HOUSE D Ex q �I p� OO SCREENED DECK Poaa . 46.5' Z N EX. MASONRY WALK w � D 41\ Z EX 1 ti ry PORCH im I � \ I EXISTING / EX. 2 STORY D°Eun EXISTING FRAME BLDG. ♦ nNc sou �. _ .DEEP 4IDEEP mnwEu DarxaL DRriNflL W -GARAGES Ew c gxl weEXISf I . DRYWELL - SHED. . d' ' TIMBER WALL S 78036'20" W 311.693' CTTFDI AN NOTE: NO CHANGE IN LOT COVERAGE PROPOSED SCREENED PORCH TO BE BUILT OVER EXISTING DECK MAP AE # SEE DE ISION SCALE: 1" = 30'-0' I. I I REVISIONS: DRAINAGE 05/07/2012 0 a Q U m a M° U) m a� U SCI � •G = 2z O H yy ��W '�'O 0 N a� CIS �U. zu V N DRAWN: MH/MS SCALE: 1/4"=1'-0" FEBUARY 27, 2012 SHEETNUMHER: S 78036'20" W 311.693' CTTFDI AN NOTE: NO CHANGE IN LOT COVERAGE PROPOSED SCREENED PORCH TO BE BUILT OVER EXISTING DECK MAP AE # SEE DE ISION SCALE: 1" = 30'-0' I. I I REVISIONS: DRAINAGE 05/07/2012 0 a Q U m a M° U) m a� U SCI � •G = 2z O H yy ��W '�'O 0 N a� CIS �U. zu V N DRAWN: MH/MS SCALE: 1/4"=1'-0" FEBUARY 27, 2012 SHEETNUMHER: AE # SEE DE ISION SCALE: 1" = 30'-0' I. I I REVISIONS: DRAINAGE 05/07/2012 0 a Q U m a M° U) m a� U SCI � •G = 2z O H yy ��W '�'O 0 N a� CIS �U. zu V N DRAWN: MH/MS SCALE: 1/4"=1'-0" FEBUARY 27, 2012 SHEETNUMHER: CONSTRUCTION DUMPSTER TO REMAIN ON SITE FOR DURATION OF CONSTRUCTION PORT -A -LAV TO REMAIN ON SITE FOR DURATION OF CONSTRUCTION HAY BAY w/ SILT FENCING LIMITS OF CLEARING TO BE; NO MORE THAN 20' FROM I PROPOSED WORK AS INDICATED ON SITE PLAN N 78'36'20" E 305.15' S 78'36'20" W 311.693' SITE PLAN. SCALE: 1" = 20'-0' SEQUENCE OF PROJECT: 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES, SILT FENCING AS REQUIRED. RUNOFF LOT COVERAGE: PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS FILL: OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE A LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS, PROTECT UNCLEARED 30824 SQ. FT. AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP-LTNrE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE F,NVTROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR 28862 SQ. FT. SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT 0 END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. NONE EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG NOTIFY FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. ENT AT A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. � B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR 765-1802 INSTALL SHORING. OR THE HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WIIICH THE SLOPE IS STABLE, USSUALLY C5 V BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). FOLLOW A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS TO BE TMMEDTATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. 1, FOUNDATION UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER 2847 SQ. FT. (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH 9.9% FOR F DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. -7 _J 1000-104-13-8 SITE DATA: �e DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: A AS NOTED PROPERTY WETLANDS: 30824 SQ. FT. d© BUILDABLE PROPERTY: 28862 SQ. FT. 0 ESTIMATED AREA OF NONE ti N NOTIFY UILDING DEPART ENT AT GROUND DISTURBANCE: � m 765-1802 8 AM TO 4 PM F OR THE • C5 V M FOLLOW NG INSPECTI N : H 1, FOUNDATION - TWO RE01 AIRED EXISTING HOUSE: 2847 SQ. FT. 9.9% FOR F OURED CONCREI V) O '-' O • FRAMING PLUMBING H EXISTING PORCTUDECK: 506 SQ. FT. 1.801/0 STRAF PING, ELECTRICAL & AULKING EXISTING SHED: 176 SQ. FT. W 0.6% 4. FINAL MI IST CONSTRUCTION i EL IF GO PLETE FOR C 0 ECTRICAL EX. DETACHEDGARAGE: 1032 SQ. F. w 3.6% ALL CON UCTION SHALL MEE THE - YORK ST TE. NOT RESPONSIBL FOR PROPOSED DECK/PORCH: 180.0 (OVER EX. DECK) f LI +{s�>yt l< +/-1 CU. FT. PROPOSED POOL: - 1 ";;,v A J 1 lcl i`LR.� �• i �� ,Y 4kk«K_ cn 01u lr UY C ZZ I 1 F a i7 PROPOSED DRYWELLS: TIE TWO EXISTING'' `"T { 1 IT I [ I QLdO I f'1 I /l�'t� 1 r` Lf) 04 TOTAL: 4561 SQ. FT. I"= 20' 15.9% +1- 3 4 CU, F June 01, 2012 SHEET NUMBER: S.1 we.. MINTER TO PRIME AND FAINT 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 ISE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS d© 0 ti N U M N ►J C �+ � m oz • C5 V M U H 0 a r l� v V) O '-' O H a w W w w C a w H W 0 Q cn C ZZ QLdO zU Lf) 04 DRAWN: MH / MS SCALE: I"= 20' JOB #: June 01, 2012 SHEET NUMBER: S.1 EAST ELEVATION SCALE: 1/4" = 1' R TO PRIME AND MINT 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 ROUGH ELECTRIC COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL EACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SM. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT O CONTINUATION OF WORK I GENERAL CONTRACTOR SHALL 9E RESPONS'BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS , PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #t: June 01, 2012 SHEET NUMBER: s E S PROJECT NORTH W 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' 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 SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPRO A Y L OF ALL GENERAL SHL CONTRACTOR SHALL BE PRIOR To RECEIVING FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JON 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, PLUH6ING, AND HVAC PRIOR TO INSULATING AND BHEETROGKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMtENT FROM OWNERS. REVISIONS c�cSo�ob O 0 N T1 N aC Q 4 0 a r� V ^O O W O � a w 011 H r l ... V W � O V] Q zZ dWD ct •�;. ZU N N DRAWN: MH / MS SCALE: 1/4"=F-0" JOB #: June 01, 2012 SHEET NUMBER: A-2 2X4 Ern guw— f / ---.41--`�-/-f--�-% •ry------------1----------------------- —7 -- - - - - - -- ;n 1 12 2.15 / lEX1ST NGIN ej I C2 X X VELUX VELUX In VSE S06 VSE S06 SKYLIGHT SKYLIGHT - - - -/= _ ,, .� -�< -/ - - - - - - - / i / j / / I , ./ / ////, /X /; ✓; /% / / ; / / �,; /� / y / i ,' / % / f / �(t( FISTING I IAUMKEPLYW0D ASSEMBLIES 2- T ER MIOVNI,NFs R GLVINI EVI STAINLESS W •R GAIVINl2E16CATS W/'IIASHIRS AN6 Nl1rS • YJ' •C TYPICAL MULTIPLE OPENINGS (MORE THAN 4' -OXT' -0. OPENING) HC ARA RV W. —sNFA11i1NG It�iFii SSEEL OR GALVANIze6 WCfO6 KREITK W/ wAs.'m •,ro.0 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 - AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.1.5 AND TADLE 16". 1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE), THIS IS NOT A SUBSTTiUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT 15 TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. E S PROJECT NORTH W ROOF PLAN SCALE: 1/4" = 1' STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF ARIA ROOF AREA QNCH) A 1/I6' SLOPE a 1/f SLOPE 3 340 4t0 4 720 1020 5 1250 1760 6 »zo n20 El •b 0 - ._!■_ IN .I■ G +; �;' I l ltn> � U (j I ■■ ME ,�. O / (!" W Q I �_I ¢a a' ZI O i�---1 U W U Q � , I i 1 u 4 �U W O Q VJ O iY zZ {o LLf P�� 5 I IAUMKEPLYW0D ASSEMBLIES 2- T ER MIOVNI,NFs R GLVINI EVI STAINLESS W •R GAIVINl2E16CATS W/'IIASHIRS AN6 Nl1rS • YJ' •C TYPICAL MULTIPLE OPENINGS (MORE THAN 4' -OXT' -0. OPENING) HC ARA RV W. —sNFA11i1NG It�iFii SSEEL OR GALVANIze6 WCfO6 KREITK W/ wAs.'m •,ro.0 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 - AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.1.5 AND TADLE 16". 1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE), THIS IS NOT A SUBSTTiUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT 15 TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. E S PROJECT NORTH W ROOF PLAN SCALE: 1/4" = 1' STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF ARIA ROOF AREA QNCH) A 1/I6' SLOPE a 1/f SLOPE 3 340 4t0 4 720 1020 5 1250 1760 6 »zo n20 DIAM'.TLROI ROOFAREA ROOFAREA LEADER ON) So. i1. GPM 2 1015 46 2-1/2 1774 V2 3 3220 134 4 6920 2.1 NEW ROOF AREA: 207 SO. FT. AT 100% WATER RUNOFF: 35 CU. FT. PROVIDE (1) 4' DIA. X 2' DEEP DRYWELL (OR EQUAL) DRYWELL CAPACITY = 42 CU. FT. DRAIN PIPE DIAMETER 1/M SLOPE LPM 1/1` SLOE GPM 3 1641 68 2320 d622 4 3760 156 5300 5 6610 274 7440 6 10706 444 1510 ILI111 )III 11 II -JJ DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE EXISTING EXISTING SOLID ACQ BLOCKING UNDER NEW WALL EXISTING i z_ AXIMNG/ OUT WALL 2Xa RR G.C. TO EXPOSE EXISTING DECK FRAMING ,FOR ARCHITECT TO REVIEW EXISTING CONDITIONS OF STRUCTURE AND TO SPECIFY OF REQUIRED) ADDITIONAL SUPPORT .• .r i %1*.. SECTION A -A SCALE: 1/4" = 1' 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 I 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 MANUFACTURER'S I 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. R ECTRIC, PLUMBING, AND WVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERSR ECTRIC, PLUMBING, AND WVAC PRIOR TO INSULATING AND SHEE ROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ■m ®■ ■_■_ El •b 0 - ._!■_ IN .I■ G +; x >' w � U S ■■ ME O G.C. TO EXPOSE EXISTING DECK FRAMING ,FOR ARCHITECT TO REVIEW EXISTING CONDITIONS OF STRUCTURE AND TO SPECIFY OF REQUIRED) ADDITIONAL SUPPORT .• .r i %1*.. SECTION A -A SCALE: 1/4" = 1' 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 I 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 MANUFACTURER'S I 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. R ECTRIC, PLUMBING, AND WVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERSR ECTRIC, PLUMBING, AND WVAC PRIOR TO INSULATING AND SHEE ROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS fid• •b 0 O M N G +; x >' w � U S � O V W Q O ¢a a' ZI O i�---1 U W U Q �U W O Q VJ O iY zZ {o LLf P�� 5 O `V < r-4 Q m ZU DRAWN: MH / MS SCALE: 1 /411=11-0'1 JOB #: June 01, 2012 SHEET NUMBER: A--3 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4' MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROST WINTE ICESHIEtp LEDGER SNOW SPEED DESIGN ATHERIN UNE TERMITE DECAY DESIGN UNDERIAYME H LOOD5 • •• RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �© ©� MODERATE SLIGHT TO 45 LIS. 120 B SEVERE 3n. TO HEAVY I MODERATE 11 NONE z_ RAFTER JACK STUDS `v M RAFTER -TO -LEDGER CONNECTION LEDGER TO IF CONNECTED TO BLDG. U51NG 1/2" DIA. BOLTS li"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE -TO -RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USPNUMWER1 DESCRIPTION I APPLICATION ). Unless otherwise noted, all framing material to be Ml ACQ pressure treated lumber. q rr y STAIQ !AILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6 -2x1 lS26 11ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGE II fasteners, hangers and anchors to be galvinized or stainless steel, ALL OPENINGS LSfAl2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD N ROOF LSTA24 1-1/4"x24" 20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 111ga. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD ). Girders for deck joists to be bolted or anchored to each post or pier with washers and nits Girders on concrete piers shall be anchored with proper steel connectors anchored ¢ V n 1-1/2" SPACE into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. srs ee~ MINIMUM 3). Posh supporting girders shall be anchored to a minimum 24"44"x12" thick concrete r7 e footing. Use a minimum 1/2' dia x 7" long anchor bolt with washers and nuts. Footings Shall C HANDRAILS RAFTER be 3 ft. below grade. U, Z 4). Deck joists to have blocking at 1'0 ox.. � .ro � b RAFTER C5 oo y ). Flashing shall be Installed between the building and ledger. Lapping up the sheathing C� . 4 and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers �" n POSE and nuts at li" o.e. U e i ^t TOP PLATE TOP PLATE i). Concrete piers shall be a minimum i' above grade. •G BALUSTERS ). All joists to be supported with hangers and anchors. Each Joist shall also be anchored s RIM/DECK JOIST � to girder(s). WALL STUD fy OPEN BALUSTER ATTACHED TO WALL WALL STUD • ). Covered Roofs shall ime assembled and anchored the same manner as a typical building. R.r ). Use Simpson hangers and anchors with 2 -MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTEQ TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/4' NOR MORE THAN 2• IN— CONNECT TO RAFTEK/PLAT1 KT15 TYDOWN ANCHOR RAFTER TO PLATE POST -TO -DECK CONNECTION NAILING SCHEDULE 4" - i" RAFTER RT10 1G -3/4"x 11ga. TYDOWN ANCHOR EACH RAFTER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1%2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATES TO EACH STUD ROOF SHEATHING, PROVIDE AN EQUIVALENT GRIPPING SURFACE 1" .12" RAFTER KT20 21-1/2"x 20ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER NAIL NAIL JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANEL 1d AS PER TABLE 3.8 WFCM -SIC 4" MAX. 4" DIA. MAXIMUM O GIRDER/HEADER GIRDER/HEADER ROOF FRAMING: • JOINT DESCRIPTION NAIL NAIL NOTES ^ Q • QTY. SPACING y Z JOIST POST/COLUMN • • RAFTER TO V WALL: 3-1d COMMON EACH Q • •TOP PLATE 10' WALL: 4-1d COMMO RAFTER TOE -NAIL Q •s POST/COLUMN CEILING JOIST V WALL: 3-2d COMMONEACH TOE -NAIL TO TOP PLATE 10' WALL: 4-2d COMMO JOIST ' A U CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM - SIC LAP NAIL �J CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE E-+ POST-TO-GIRDEQ/i IEADEQ CONNECTION OVER PARTITION WFCM - SIC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TAN LE 3.4 EACH FACE z TO RAFTER WFCM - SIC END NAIL Q 4x4 SOLID COLUMN P1544 / PISE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN SPLICED lOI_S?'S OVER HEADER/GIRDER CLOCKING EACH TOE D K/POR H RAl 1N 2 - 1d COMMON LOCATION USP NUMBER DESCRIPTION APPLICATION 6xi SOLID COLUMN P9566 / PiSE66 / KCii POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO•GIRDERMEADER CONNECTION TO RAFTER END NAIL JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH 1O1 HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) i/2" DIA. GALV. DOLTS WITH WASHERS AND NUTS RIM BOARD 2 _Rid COMMON EACH END TO RAFTER END NAIL •STU WALL FRAMING - REARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO 2 - lid COMMOt I PER FACE NAIL • TOP PLATE FOOT • WOOD JOISTTOP PLATES AT JOINTS FACE �•' INTERSECTIONS 4 - lid COMMO EA. SIDE NAIL LEDGER STUD TO 24" FACE STUD 2 -16d COMMO O.C. NAIL /1 1 QFORHEADER CONCRETE PIER GIRDER/HEADER . •HEADER TO ti"O.C. FACEOlid COMMONWOOD JOIST WOOD 101ST • �•• HEADER ALONG EDGES NAILTOP OR 101 -TOM 2 - 16d COMMO PER 2x4 STUD ENDPLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL z BOTTOM PLATE TO: FLUSH JOISTS VIIITH HEADEQ/GIQDE2 BLE 2x PER FLOOR JO15T, RANO JOIST, 2 -lid COMMO FACE NAIL WCEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH IMUM) END JOIST OR BLOCKING FOOT = HEADER/GIQDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS e16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM j O IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD )I (2) WEAMS PAU44 OR WE44 POST/ OEAM ANCHOR APPLY TO EACH PIE Q = REQUIRED FOR STU J (3) BEAMS IPAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIE (n FLASHING TUCKED UNDER it DECK FRAMING: •'.,,) Q j TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL NAIL ^� Z QNOTES TY. SPACING r� V LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE L0 THREADED ROD 4. 1d COMMO r PIECE OF SIDING BELOW SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE V 1 C14 1/2" DIA. LAG BOLTS W/ WASHERS CNW COUPLER NUT TO JOIST 2 - 1d COMMON END NAIL CONNECTED TO BLDG. ell" OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2 - id COMMO END NAIL WOOD JOIST END DISTANCE CLOCKING TO: 3 -lid COMtor EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL • • •• •' • • 2x JOISTS MINIM M s LEDGER STRIP EACH FACTS. FLOOR FRAMING o " • • ENa NICE • TO REAM 3 -lid COMMO JOIST • • 12"x12"x12" JOIST ON LEDGER BLOCKING FOR 't P. 'A. CONCRETE FOOTING WOOD GIRDER + . •�a 3 •1d COMMO p+'P'DRAWN: JOIST HANGER s • c • TO BEAM MH/MS 3 -lid COMM ti T tiat( •s lc k' .�' - i w LAG BOLTS ,� • RTO JOIST / I s> 7 E' SCALE: 1/4"=1'-0" ,'� k: a HOLLOW COLUMN UPLIFT RAND JOIST TO: JOB 2 _ lid COM j°j RIM JOIST / ID. • SILL OR TOP PLATE y _ - ry" • SIMPSON STRONG TIE MODEL STRRI/2 sr T June 01, 2012 • SPLICED JOISTS OVER HEADER/GIKDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION SHEET NUMBER: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND , `� S.• �� DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING s4 iXG POST PAU66 OR WE66 POST / DEAM ANCHOR JAPPLY TO EACH FOOTING e1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY AR HfTE F ANYDISCREPANCIESA I - 4 CTn C CT • BETWEEN THE DRAWINGS. NGS, THE SPECfF1CATilNS, 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 6E REST ONSIBLE FOR ALL Sul ING DEPARTM6'NT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JON 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, PLUMSING, AND HVAC PRIOR TO INSULATING AND SNEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted food building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine Intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 P.O.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 950/. relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 11"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SIC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be 82 + ITR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 N2 + ITR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 60 and 2x6 wall openings between 511 and V9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/o, other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2' thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with Id common nails at 6" o.c at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively, 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be Nl ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"02" thick concrete footing. Use a minimum 1/2" dia x 2" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at V0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6' above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Covered Roofs shall be assembled and anchored the same manner as a PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and anoroval. ELECTRICAL NOTES: l). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE t�-- ROOF FRAMING: JOINT DESCRIPTION QN NAIL NOTES QTY., CITY. SPACING Id RAFTER TO 8' WALL 3-2d COMMON EACH FACE NAiL TOP PLATE 10' WALL: 4 -Ed COMMON RAFTER TOE -NAIL CEILING JOIST V WALL• 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-2d COMMON JOIST TOE NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SIC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SIC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SIC END NAIL BLOCKING 2 - Id COMMON EACH TOE TO RAFTER 2 -16d COMMONFOOT END NAiL RIM BOARD 2 -16d COMMON EACH END TO RAFTER Q END I NAIL UUAII FRAMiNCe JOINT DESCRIPTION AIL NAIL NOTES QTY., CITY. PACING Id TOP PLATE TO 2 -16d COMMON PER FACE NAiL TOP PLATE 4 - 8d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.C. FIELD EACH FACE INTERSECTIONS 4 -16d COMMONJOINTS EA. SIDE NAIL STUD TO DECKS EACH FACE STUD 2.16d COMMON24" O.C. NAIL HEADER TO DESIGN LOAD CALCULATIONS 16' O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: GAURDRAILS ANY DIRECTION PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMONFOOT PER FACE NAIL IL END JOIST OR BLOCKING1.2 3 -16d COMMON PER SEE NOTE: 19 169191 9.4 d:7,11•IIill Ce JOINT DESCRIPTION NAIL NAIL NOTES QTY., QTY. SPACING Id JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING DECKS EACH TOE TO JOiST 2 - Ed COMMON END NAiL BLOCKING TO: DESIGN LOAD CALCULATIONS EACH TOE SILL OR TOP PLATE 3 -16d COMMON BLOCK NAiL LEDGER STRIP 40 EACH FACE TOIEAM 3 -16d COMMON JOIST NAIL JOIST ON LEDGER GAURDRAILS ANY DIRECTION PER TOE TO BEAM 3 - Ed COMMON JOIST NAIL LAND JOIST 3 -16d COMMON PER END TO JOIST Q JOIST NAIL BAND JOIST TO: Z PER TOE NAIL SILL OR TOP PLATE 2 . 16d COMMON FOOT SEE NOTE: 1 N'STAl=1111_1NATO 9 _11ARM JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY., SPACING STRUCTURAL PANEL Id AS PER TABLE 3.1 WALLBOARD (SEE PLANS) WFCM - SIC CFiI INC, SHFATHINr,- JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD (SEE PLANS) 10" O.0 . FIELD WALL SHEATHING - JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL Ed COMMON AS PER TABLE 3.9 PANELS (SEE PLANS) WFCM - SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD EXT. BALCONIES 10" O.0 . FIELD FI nnR tHFATHIN!re JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS 8d COMMO 6" O.C. EDGE 1" OR LESS (SEE PLANS) 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing Is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol -16d nail per foot. PLAN CONTFNTS- OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE TERMITE 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DESIGN FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD (MPH) EXT. BALCONIES 60 DEPTH DECKS 40 TEMP. ATTICS w/o STORAGE 10 20 LIS. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS 3 FT. MODERATE (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 - ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 TO HEAVY STAIRS 40 V1 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 7U ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Q L/] NAILING SCHEDULE SEE GENERAL NOTE PAGE Z EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FiRE PROTECTION Sym.: rn 7)O SMOKE & CO2 DETECTORS !c� SEE FLOOR PLANS '^ TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION zU ENERGY CALCULATIONS RESCHECK V1 CLIMATIC 14 C,FC)C,RAPHIC nFCInN rPITFRIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD Id COMMON @ 6' O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH O S` TEMP. REQUIRED HAZARDS 20 LIS. 120 I SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - O � °z TO HEAVY MODERATE E" V1 ROOF SHEATHING REOUiREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Id COMMON @ 6' O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE Bid COMMON @ 6' O.0 Ed COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON (9 6" O.0 Ed COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Id COMMON @ 4"O.C1 Ed COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 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. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing 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 3 inches o.c- WALL SHEATHING REOUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE lid COMMON @ 6" O.0 Rd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) d© NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON (9 6" O.0 Ed COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. l). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0-42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblockin= shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as ftreblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section 11,314.1, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section RI 001.16. N.Y.S. Residential Code. 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 GONTRAGTOR TO COORDINATE HEFTING WITN OWNERS FOR APPROVAL OF ALL G'=TIERAL CONTRACTOR SHALL BE RESPONSIBLE FDR ALL EtiUILDING DEPARTI7ENT MSPECTIONS MANUFACTURER'S WARRANTY AND SHALL tE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOt SITE. INCLUDING BUILDING AND SRE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMLM OR CONTINUATION OF WORK I ROUGH ELECTRIC, PLUttDING, AND HVAC PRIOR TO tNSt1LATING AND SNEETROGKING I AND SHALL SECURE THE G or O PRIOR TO RECEIVING FINAL PAYr1k-NT FROM OWNERS. REVISIONS d© ov 0 r N U L7 O S` U S� Im ^V U z r� U U0 O � °z W E" V1 OZ 0 7U W Q L/] W >- Q Z LLjZ =) d rn 7)O ¢ X: !c� '^ Q zU V1 N DRAWN: MH / MS SCALE: 1/4"=V-0" JOB k: June 01, 2012 SHEET NUMBER: A-5