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HomeMy WebLinkAbout34456-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34547 Date: 09/09/10 THIS u~KTIFIES that the building DECK/MINOR ALTERATIONS Location of Property: 1425 PINE NECK RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 5 Lot 40 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 18, 2008 pursuant to which Building Permit No. 34456-Z dated FEBRUARY 24, 2009 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 DECK ADDITION WITH DOOR TO INTERIOR, DOOR REPLACEMENT TO BASEMENT AND WOOD RETAINING WALLS FOR AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PINE NECK HOLDINGS, LLC ( OWNER ) of the aforesaid building. SUFFOLK COUN~lfDEPART~ENT OFHEALTHAPPROVAL ELEt-rKICAL CERTIFICATE NO. PLD~ERS CERTIFICATION DATED N/A N/A N/A Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII2)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34456 Z Date FEBRUARY 24, 2009 Permission is hereby granted to: PINE NECK HOLDINGS, LLC P.O. BOX 150 SOUTHOLD,NY 11971 for : INTERIOR/EXTERIOR ALTERATIONS & DECK ADDITION WITH OUTSIDE SHOWER TO EXISTING SFD PER ZBA#6180 & TRUSTEES#6952&7026 PER PLANS AS APPLIED FOR. at premises located at County Tax F, ap No. 473889 Section 070 pursuant to application dated NOVEMBER Building Inspector to ex~ire on AUGUST 1425 PINE NECK RD SOUTHOLD Block 0005 Lot No. 040 18, 2008 and approved by the 24, 2010. Fee $ 1,050.80 · Authorized Signature ORIGINAL Rev. 5/8/02 Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCU[ This application must be filled in by typewriter or ink and submitted to the Building 7 2010 BLDG. DEPT. · TOW[q. OF.~OUT~Q~D . A. For new building or new use: h 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: h 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 New Construction: Location of Property: [ 14 ~-~ House No. Owner or Owners of Property: '-~x ~x '~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. _'~. q q(~o Health Dept. Approval: Old or Pre-existing Building: (check one) Street Hamlet G~I~ ~ Block C~ G Lot O q C) FiledMap. Date ofPermit. -!zq !oq Applicant: Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ C~ ~'--. ~)~ Final Certificate: V (check one) S A M U E L S & S T E E L M A N April 8, 2010 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: RENOVATIONS TO PINE NECK HOLDINGS RESIDENCE 1425 Pine Neck Road Southold, NY 11971 SCTM # 1000-70-5-40 BP#34456 Only two portions of the work on the above project have been accomplished: 1. the exterior open deck was built, with a new door connecting it to the interior. 2. a new door replaced an existing door to the basement, with treated wood retaining walls to control grade in that area. No other work show in show in Building Permit was undertaken, including interior/exterior work, plumbing or electric. Please add this letter to the file, preparatory to issuing a Certificate of Occupancy. Sincere y, ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEWYORK 11935 (631 ) 734-6405 FAX (63 ~) 734-6407 TOWN )LD BUILDING DEPT. 765-1802 NSPECTION [ INDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT C~ISTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~/~.~-~ r//c ~ /~)o-~-~ _ DATE INSPECTOR /~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAP/~NG [ ] FIREPLACE & CHIMNEY [ ]fl~~T~~ [ [ ] ROUGH PLBG. [ ] INSULATION [~FINAL [ ] FIRE SAr~, ( INSPECTION ] fiRE RES~TANT FBIETRAT~N REMARKS: INSPECTOR '~-~' ~-~"-~ FIELD INSPECTION REPORT I DATE I COMMENTS,,.- FO~NDAT~ON~ST~ ''~-- ~ /-i FOUNDATION (2ND) PL~G ~S~ATION PER N. Y. STATE ENERGY CODE ~DITION~ COMMENTS BULLDING D-E-p ~-l~71'~I-E N T TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 ww~v. n or thlbrk.net/Southold/ Examhied 27/~ /', 20~~' c~ Approved ~/~/ ,20 C~ Disapproved a/c F~xpu'atlon PERMIT NO. FEB 24 2009 BLDG. OEP[ TOWN OF SOUTHOL§ Building ln.~pector DLJILIJIiNtJ ~'htGVII I ~P'LI~CA 11UN CtHNC/KLI5 l Do 7 ave oi need the fbllowmg, before applyuqg' Board of Health 3 sets of Budding Plans Plarming Board approval Smwey Check Septic Form N.YSD E C' Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in i~ and submitted to the Building Inspector with 3 ;ets of plans, accurate plot plan to scale. Fee according to schedule. b Plot pl~ showing location of lot and of buildings on premises, relationship to adjoining prcnnses or public streea or n'cas, and wate~ays, c. %e work covered by this application may not be commenced before issuance of Building Per.niL d. Upon approval of this application, the Building Inspector will issue a Building Pe~/t to the applicant. Such a pea]nit :hall be kept on the prenfises available for inspection t~oughout the work. ~ e. No building shall be occupied or used in whole or in pa~ for any purpose what so ever until the Building Inspector ssues a Ce~ificate of Occupancy. . f Eve~ buildNg permit shall expire if the work authorized has nor connnenced within 12 months a~er the date of ssuance or has not been completed within 18 months fi'om such date. if no zoning amendments or other regulations affecting the ,roperV have been enacted in the interkn, the Building Inspector may author=e, in w~qting, the extension of the petit fbr an ddition six monks. ThereaRer, a new pe~it shall be required. .~PL1CATION IS HE.BY M~Et~ the Building Dcpart~nent for the issuance of a Building Permit pursuant to the ;uilding Zone Ordinance of the To~ of Southold, Suffo& Counv, New York, and other applicable Laws, Ordinances or egulations, for the construction of buildings, additions, or alterations or fbr removal or demolition as herein described. ~le pplicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit athonzed inspectors on premises and in buildmg for necessary inspections. (Si~am~o~ap~licant o]' nalilc, it a coworafion) (Mailin~ addzess ot'appl~ant) I .ate whether applicant is o~er, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,ua~eofownerofpremises e~ 55n~ {+~,a,',~ ~¢~, applicant is a co~oration, signature of duly authorized othcer (Name and title of corporate officer) ,ilders License No. ~.'~TOkv,.. {',~_/_r~fA, i ~mbers License No. ~ctricians License NOr her Trade's License No, Location of lattd on which pj'oposeO work will be done' House Number Street County Tax Map No, 1000 Section ~ 0 Subdivision (Name) Hamlet Block ~ Lot Filed Map No, Lot 2. State existing use and occupancy ofpremtses and intended useand occupancy ot'nroposed construction: a. Existing use and occupancy ~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition AlteraUon Repair Removal Demolition --~ ~ ..... ~r'Work 4. Estimated Cost ~(OO/OOO ~2:..W;; .... t ...... ' ?;i (Description) ~ ',~ ~ ~ C, ' . - this ~lication) 5 ,rgarage, numbor of cars ~ J I , ' . ;7~7.J ~J dwelhng, number ol dwelhng units ONU ~* ~un~[~'ofd%ve~fl~g u~t~,n each floor 6. If business conunercial o mixed ~ '~: ''~': '" , ' ' occupancy, opccl.7 ~a~m~xt~o~ ea~ type of'use 7 Dimensions of existing_structures, if any: Front ~ l- 5 If ~0~¢II Height f(~ ~_¢ U Number of St;des 8!6 ty/' Dimensions of same structure with alterations or additions: Front ~ ~ Rear Deeh. Height Number of Stories 8, Dimensions of entire new construction: Front }~g Rear ~3 I.g ~{ Deptti Height Number of Stories ...... toe' 10. Date of Purchase Name of Foyer Owner C~*( K~ 11. Zone or use district in which pre:roses are situated ~ ~ 4~ 12, Does proposed construction violate any tuning taw, ordinance or regulation? YES NO ~ 13, Will tot be re-graded? YES NO ~ Will excess fill be removed h'om prennses, YES NO 14, Names of Owner of pkemises 'Address Phone No. Name of~chitect ~f~ 8 ~~ Add~es~ ~~ Phone No Name of Contractor ' Address Phone No 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES v'/ * IF YES, SOUTHOLD TOWN TRUSTEES & D,E.C. PERMIT.~k, MAY BE REQU-IRED b. ls this property within 300 feet ora tidal wetland? * YES k/ NO * IF YES, D.EC PERMITS MAY BE REQUIRED. NO 16 Provide survey, to scale, with accurate foundation plan and distances to property lines, ] 7. If elevatioa at aay point on property is at 10 feet or below, must provide topographical data on survey, STATE OF NEW YORK) COUNTY '1~{.t~J4'~ ¢, ~,(/~,~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Con.actor, ~ ,e.' Cool'porate Office,., ere ) of' said owner or owners, and is duly authorized to perfom~ or have perfbrmed the said work m~d to nnak¢ and file this application; that all statements contained in this application are nme to the best of his knowledge and belief; and that thc work will be performed in the mmmer set fmXh in the application filed therewith, Notary Public F~; r:'!¢!.~ !:l~Ci~g[~; ~ Nt:,t~ry p~!:~l~c, State of New York No 01Rt~042467 Ou ~d~'h~d ~:a Saffolk County Signature of Applicant Or , , Expires May 30, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 13, 2008 TO: Peconic Permits Expediting, Inc. (Pine Neck Holdings) 32645 Main Road Cucthogue, NY 11935 Please take notice that your application dated May 8, 2008 For permit for a deck addition to an existing single family dwelling at Location of property: 1475 Pine Neck Road, Southold, NY County Tax Map No. 1000 - Section 70 Block 5 Lot 40 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 46,516 square foot lot, is not permitted pursuant to Article XXII Section 280-116 B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The new construction is noted as being +/- 36.7 feet from the existing bulkhead. This Notice of Disapproval was issued based on a plot plan, by Thomas Samuels, Architect, dated May 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. APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD TeL (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1'179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 18, 2008 ZBA # 6180 - Pine Neck Holdings Property Location: 1425 (1475) Pine Neck Road, Southold CTM 1000-70-5-40 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 24, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property contains 46,516 square feet with 91.22 linear feet along Pine Neck Road, 476.99 feet in depth and 100+/- feet along the wood .bulkhead adjacent to Jockey Creek. The property is improved with buildings as shown on the survey prepared by John C. Ehlers, L.S. dated April 1, 2008. BASIS OF APPLICATION: This request for a Variance under Section 280-116B is based on the Building Inspector's May 13, 2008 Notice of Disapproval concerning a deck addition to the existing single-family dwelling at less than 75 feet from the existing bulkhead. LWRP: TOWN CODE CHAPTER 268: A July 21, 2008 letter from the Town LWRP Coordinator was. received, in reply to the Zoning Board of Appeals' request for recommendations under this Code provision. The Coordinator confirmed the project to be inconsistent for the deck addition to dwelling. 15~ge 2 - November 13, 2008 ZBA # 6180 - Pine Neck Holdings, Applicant CTM.No. 70-5-40 During the July 24, 2008 public hearing held on July 24, 2008, the applicant's architect was requested to bring the plan into more conformity with the code requirements. During the September 25, 2008 public hearing, the architect's amended 9/10/08 site map submitted to the Zoning Board of Appeals was accepted and found to be consistent with the LWRP standards and policies, with an increase of the setback for the open, unroofed deck to a minimum of 45'6". REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The deck is open to the sky with virtually no mass (no walls) and constructed on piers, and will not be easily visible from adjacent properties. The design is proposed at the northwest side of the structure which creates less loading of the structure at the water (south) side of thd property. 2. Town Law §267-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 areh variance. The house is existing at 55'3" from the bulkhead; any additions to this nonconforming building will require a variance from the 75 ft. minimum required setback to the bulkhead. 3. Town Law §267-b(3)(b)(3). The variance requested herein is substantial. The deck is proposed with an increase of the nonconformance of the setback by 13.3%, from the existing setback of 55'3" to a proposed setback of 45'6". 4. Town Law §267-b(3)(b)(5). The difficulty has not been self created. The house is already nonconfor~aing on the northerly setback to the bulkhead. 5. Town Law ~267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this r~sidential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit enjoy the benefit, of an open deck addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. The deck Will not require extensive excavation for an in-ground foundation since it will be elevated on footings at the base of the deck construction. ± Page 3 - November 13, 2008 ZBA # 6180 - Pine Neck Holdings, Applicant CTM No. 70-5-40 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 Oliva, seconded by Chairman Goehringer, and 'duly carried, to GRANT the variance as amended, as shown on the site map (Sheet I dated 9/10/08) prepared by Thomas C. Samuels, Architect, subject to the following ondit~on: :'The deck addition shall be open to the sky That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 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 ~hat does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goe~irman), Oliva, Dinizio, and Simon. (Member Weisman was absent.) Thi duly~d~p-~4-Q). / ~I~ARD P. GOEHRINGER, CI-I~RMA~ ll/Z//2OO8 pproved for Filing /~ Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0579C Date: September 13, 2010 THIS CERTIFIES that the construction of a rear deck attached to dwelling, gutters to leaders to drvwells installed on dwelling, and a 10' wide non-turf buffer to be maintained along the bulkhead At 1425 Pine Neck Road, Southold, New York Suffolk County Tax Map # 70-5-40 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 6/10/08 pursuant to which Trustees Wetland Permit # 6953 Dated 8/20/08 and 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 rear deck attached to dwelling, gutters to leaders to dp/wells installed on dwelling, and a 10' wide non-turf buffer to be maintained along the bulkhead The certificate is issued to PINE NECK HOLDINGS LLC owner of the aforesaid property. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6953 DATE: AUGUST 20~ 2008 ISSUED TO: PINE NECK HOLDINGS LLC PROPERTY ADDRESS: 1475 PINE NECK ROAD, SOUTHOLD SCTM# 70-5-40 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or 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 August 20, 2008, and in considerat/on of application fee in the sum of $250.00 paid by Pine Neck Holdings LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trastees authorizes and permits the following: Wetland Permit to construct a 528 square foot rear deck attached to the dwelling, construct a 4'x53' catwalk with a 4'x9' seasonal ramp and a 6'x20' seasonal floating dock, with the condition of the installation of a 10' non-turf buffer landward of the bulkhead, the ramp and floating dock are seasonal structures to be removed no later than_December 1st of each year and installed no earlier than April 1st of each year, the ramp and float are to be installed in an "L" configuration, the installation of gutters, leaders and dryweHs on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, and as depicted on the site plan prepared by Peconic Permit Expediting, last dated September 11, 2008, and received on September 11, 2008. 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. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7026 DATE: January 21~ 2009 ISSUED TO: PINE NECK HOLDINGS LLC PROPERTY ADDRESS: 1475 PINE NECK RD. SOUTHOLD SCTM#70-5-40 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or 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 January 21, 2009 in consideration of application fee in the sum of $250,00 paid by Pine Neck Holdings LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to replace the siding and windows; raise a 9"; replace in-kind existing screen porch; construct a retaining wall at the rear of the dwelling; and install an outdoor shower attached to the deck, and as depicted on the site plan prepared by Samuels & Steelman Architects last dated October 17, 2008. 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. Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 13, 2010 Pine Neck Holdings LLC P.O. Box 150 Southold, NY 11971 RE: WETLAND PERMIT #'s 6953 & 7026 1425 PINE NECK ROAD, SOUTHOLD SCTM# 70-5-40 To Whom It May Concern: As requested, a final inspection was performed on the above referenced property as required for the issuance of a Certificate of Compliance. Upon inspection it was determined that not all of the permitted activities were conducted as described in the permits. In accordance with Wetland Permit #6953, an approval was made to construct a 528 square foot deck attached to the dwelling, a 4'x53' catwalk with a 4'x9' seasonal ramp and a 6'x20' float, with conditions of a 10' wide non-turf buffer landward of the bulkhead, and the installation of gutters to leaders to drywells on the dwelling. At this time, the attached deck was constructed, the 10' buffer area is installed, and gutters to leaders to drywells are installed. The fixed catwalk, ramp, and float have not been constructed. This permit expired on August 20, 2010. In accordance with Wetland Permit #7026, an approval was made to replace the siding and windows, raise a portion of the rear roof 9", replace existing screen porch, construct a retaining wall at the rear of the dwelling, and install an outdoor shower attached to the deck. At this time, the retaining wall and the outdoor shower have been completed. The siding, windows, raising of rear roof, replacement of the screened porch have not been constructed. Please be advised that the attached Certiflcate's of Compliance are being issued for the completed activities as described in the permits. Therefore Wetland Permit #'s 6953 & 7026 are now closed. Any other activity within 100' of the wetland boundary requires a permit from this office. Very truly yours, Jill M. Doherty {/ President, Board of Trustees JMD/eac TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET /~/ Z~~ VI,LAGE FORMER OWNER J, RES. ~'~. S~S. LAND IMP. VL. FARM COMM. DISTRICT SUB. LOT TOTAL DATE ACREAGEb / 3-/,4,.~ TYPE OF BUILDING CB. J MISC. (.,-"0 REMARKS, AGE BU"D'NG COND'T'ON b' ¥- % % NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillab.le I Tillable 2 Tillable 3 Woodland Swampland Brushland H ou s~e~lo, t~ Tota I Extension Ext. Walls ~/¢~1~ Interidr Finish Extension Fire Place //~/Z4_.¢, , Heat Porch Attic /' Porch Rooms 1st Flor Breezeway Patio R~ms 2nd Flor Garage & ~ O, o a INSULATION Existing wall cavity insulation to remain; at wall cavities exposed by new construction, provide new bart insulation sized appropriately. Insulation to meet all requirements of NYS Energy Code, installed by a qualified subcontractor. Provide kraft-faced fiberglass batt insulation of R-values noted. Comply with manufacturer's instructions for each type of insulation. Seal joints between units and around pipes, conduits, etc., to form an airtight seal and vapor barrier. Provide access for ventilation at all edges, and provide approved vents at soffits and as required. Provide insulation in walls between rooms and around bathrooms, and ceiling of first floor under rooms and baths. INSULATION SCHEDULE ROOFS/UPPER CEILINGS: FLOORS: EXTERIOR WALLS: INTERIOR WALLS: R-30 R-19 R-19 R-11 WINDOWS GENERAL Replace window units throughout, with units by ANDERSEN, Inc. as per FLOOR PLANS, ELEVATIONS and SCHEDULES. Verify window schedule with Amhitect prior to placing order. WINDOW FEATURES Vinyl clad units Factory mulled multiple units Low-E II insulating glass Simulated divided (interior and exterior) lights with 7/8" glazing bar~ with spacer bars as shown on ELEVATIONS Matching screens in white Grade 60 coastal hardware package in white Standard interior hardware Factory primed on all units SHUTTERS Provide 16" wide vinyl ornamental exterior window shutters on new windows to match existing. Color selection by Owner. Pine Neck Holdings 10 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: 8.C.T.M. ~. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATEI~ GRADING~ DRAINAGE AND EROSION COHTROL PLAN CERTIFIED BY A DE81GN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number:, (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Ye~ N~o 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Wafer Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Stmcturas Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Lend Filling, Grading or ExcavatiOn where there is a change to the Natural Existing Grade Involving moro than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Wtll there he Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Ve~ical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? {This item wilt NOT Include the Installation of Driveway Aprons.) Wilt this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mad( in the Box, a Storm;Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltt EXEMPTION: Yes N._~o Does this project meet the minimum standards for classification as an Agricultural Project? / Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl __ STATE OF NEW YORK, .-'~'- COUNTY OF .'.~,~.~ .............. SS .¢. ' That I,. .... ~.. ~,-. .................. being duly sworn, deposes and says that he/she is the applicant for Permit, (Na~m of individual signing Docun~llt) And that he/she is the ...................................... Owner and/or representative of the Owner of Owner's, 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 tree 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 me this; ....................... ............... ........ tary ~.7.~..~.~.~.:...~,~..~.......~.:~,,.~: . ,~u~, ...................... o,a,~ m ,~u~'~'~'~ ¥~":' * i;';}';¢;'i~;)' .......................... No. 01R1~042467 FORM = 06/07 0u~Jif}ed in Suffolk County REScheck Software Version 4.2.1 Compliance Certificate Project Title: PINE NECK HOLDINGS RESIDENCE Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 27% Heating Degree Days: 5750 Construction Site: 1325 Pine Neck Road Southold, NY 11971 Owner/Agent: Pine Neck Holdings, LLC PO Box 150 Southold, NY 11971 Designer/Contractor: Tom Samuels Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 631 734 6405 Tom.Samsteelman@Northfork.com Compliance: 0.4% Better Than Code Maximum UA: 257 Your UA: 206 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Vinyl Frame:Double Pane with Low-E Window 4: Wood Frame:Double Pane with Low-E Window 5: Vinyl Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Glass Floor 1: AtI-Wood JoistJTruss:Over Unconditioned Space 1301 30.0 2.1 43 1208 15.0 2.1 63 20 0.340 7 15 0.340 5 61 0.340 21 114 0.340 39 25 0.340 9 18 0.330 6 36 0.330 12 36 O.33O 12 1301 30.0 2.1 39 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Na-rne - Title ' , Dat~ / Project Notes: Renovations to existing one story residence {?nature Project Title: PINE NECK HOLDINGS RESIDENCE Reper[ date: 02/24/09 Data fllename: Z:~Common Documents~ACTIVE PROJECTS\Danielle\Energy report.rck Page I of 4 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: Ceiling 1: Fiat Ceiling or Scissor Truss, R-30.0 cavity + R-2.1 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-2.1 continuous insulation Comments: Windows: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: ~ Yes No [] Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Doors: [] Door 1: Glass, U-factor: 0.330 Comments: [] Door 2: Glass, U-factor: 0.330 Comments: [] Door 3: Glass, U-factor: 0.330 Comments: Floors: [] Floor 1: Ali-Wood Joistrrruss:Over Unconditioned Space, R-30.0 cavity + R-2.1 continuous insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed, Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Report date: 02/24/09 Project Title: PINE NECK HOLDINGS RESIDENCE Data fllename: Z:\Common Documents~ACTIVE PROJECTS\Danielle\Energy report.rck Page 2 of 4 Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabdc, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight tiffing non-combustible fireplace doors. Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York Stale, the Residential Code of New York State or the New Yod< City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pcols have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: PINE NECK HOLDINGS RESIDENCE Report date: 02/24/09 Data fllename: Z:\Common Documents~ACTIVE PROJECTS\Danielle\Energy reportrck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5~ to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refdgerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: PINE NECK HOLDINGS RESIDENCE Report date: 02/24/09 Data fllename: Z:\Common Documents~ACTIVE pROJECTS\Danielle\Energy report.ink Page 4 of 4 SCTM#_IO00- ~d)-~/ V/-) Subdivision: 'roperty ^ddr ss: *Date Submitted:/fi~i~O6/f~ *Date Reviewed~ Esti~nated Cost: /O Zone:/~-~ Conforming? City: tx.~) ~/~- Pre COs? Building Permits (Open/Expired): BP///A9 ~/-Z / C/0 Z~ 7~-~, Info.~J//~/~'/ZeZ'gP -Z/C/0 Z- ,Info: BP -Z / C/0 Z-~ Info: BP -Z / C/0 Z- ~ BP -Z / C/0 Z-~, Info: ~ Single & Separate Search Required? Y or~ Determination: ~Q. Lot Size: ~ N~ ACT. Lot Size: ~/~ ~Q. Front~ ACT. Front ~Q Side ACT. Side ~Q. Height . ACT. Height Prqject Descr,ption: ~/~ ~~ Waterfront~r N? If yes, water body:_ ~~ ~¢~anel~ I~¢ ADDITIONAL APPROVALS ~QUIRED Suffolk County Health: Y o~If yes, *Bed~: ~*Date: / / *Permit~: - If no, certification required: Y or N Received: Y or N By: ~S DEC: va~-~cg/wTs Y o[~Date: / / Permit #: or NJ Letter- Notes: SoutboldTrustees: rN-Dale:~/~//oqPermitS: 7o~ or NJ Letter- Notes: ZUA: o,-N- ///r& o2 Southold (~¢) Date: Permit Soutbold Planniug: Y orQ~)- Date: / / Permit Town Landmark C of A: Y or~DTE: / / REQ. Lot Cov.~O ACT. Lot REQ. Rear__ PROP. Rear__ Flood Zone: ~ ~l{'hea~lM,,ff Distance: Town Scl)tic: Y or i' - Notes: *N¥S CODE Compliance (page 2): Y or N Notes: Fee Structure: Foundation: ~,~_) SF First Floor: c~/o2 "f SF Second Floor: ' ' SF Other: SF 2. ( Total: SF Calculation: + hfitial Fee: + Addition~l Fee ( ): SF)- (.__ SF)= SF X $ =$ + Initial Fee: + Additional Fee ( ): TOTAL: $/~,~,~ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 c'// Wind Speed: 120MPH Weathering: Severe '-~' Frost Depth: 36" ~'~'Termite: ]M~H Design Temp: 11 ~ Ice Shield Underlay: YES USE/OCCUP C¥ CL^SSn IC^TION: HEIGHT/FIRE AREA: '~ TYPE OF CONSTRUCTION: DESIGN CRiTEIL[A: ENGINEERED/~C~ FULL FRAJ~I-NG DESIGN ELEMENTS:~/N Selsmlc Design Category: '~- Decay: S-M Flood Hazards: HEADERS: Y/lq WALL ST[fi)S: YfN CEILING JOISTS: Y/lq FLOOR JOISTS: Y[IN LUI~iBER SPECIES AND Gl/Al)E: Y/N DESIGN LOAD CALCULATIONS:~N LIVE: Y/N I)I~AD: YfN SNOW: Y/N SEISMICi Y/N GIJ~DI¢RS: YfN I>.OOF ILAFTERS: YfN V/IND: Y/N WExi3)OW AND DO()R SCHEDULE: ' ' TEST RE()UIREB I~IGHT 8%:~/N , NAIL~G/CONSTRUCTION SCHEI)ULE ME~S OF EGRESS:~ PLLTMBING RISEI~ I)]AGI~AN~N LOCATION OF Fll~5 PROTECTION EQUH~MENT: Y/N TR[I$S DESIGN: C 1I ][CA] 1ON YfN ERT * · " ENERGY CALCS :gN TOTAL COMPL1ENCE? Y/N (RETURN TO 1 AGE S A M U E L S & S T E E L M A N November 18, 2008 Mike Verity, Chief Building Inspector Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: RENOVATIONS TO PINE NECK HOLDINGS RESIDENCE 1425 Pine Neck Road Southold, NY 11971 SCTM # 1000-70-5-40 Dear Mike, Per our phone conversation yesterday, please re-consider the following: our proposal to alter the. roof line of the above referenced existing, non-conforming residence is so..irf:'- su.~sta"~ial that it should not be seen as an increase in the non-conformity. Basically we propose to flatten an existing shed roof over a heated space in order to increase the interior headroom from 6'-9" to 7'-6", the minimum established by code. We are not proposing to increase the floor area or usable space. We are proposing to merely increase a small part of the roof height by 9". Attached you will find ELEVATIONS and SECTION showing this change. I appeal to your sense of fairness and proportion. The change is completely insignificant, yet forcing us to the ZBA will result in a six month delay for n_~o go_~_9.~od re~as~.0 lx--Witb_y~.y~ approval, we shall ,r_e...ty~.t~g_._V_i~j~Ltb.tb~*decume~s'requlr~d'lJY her for I further re~-Sf'~'e"prO]*~6f;" i~cluding DEC, revised Trustees, structural n/o~es, and plumbing diagram, etc. / ,~!~.adva~ce;.t appreciate your understanding, , Sincerely, ' '" CUTCHOGUE, NEWYORK 11935 (631) 734-6405 FAX (631) 734-6407 LINE OF EXISTING FASCIA OF FLAT ROOF, PROPOSED TO BE REMOYED LINE DF PROPOSED FLAT RDDF STRUCTURE OUTLINE OF EXISTING STAIR TO DE REHOYED , EXISTING FOUNDATION BEYOND NORTH ELEVATION SCALE: 1/4" = 1' -0" LINE DF PRDPOSE~ FLAT ROOF STRUCTURE III III ' / LINE DF EXISTING FASCIA DF FLAT ROOF, PRDPQSEB TO ~E REMOVE~ EXISTING FOUNDATION BEYON~ EAST ELEVATION SCALE: 1/4" = 1' -0" LINE DF PROPOSED FL^T RDDF STRUCTURE SURVEY OF LOT '7 "MAP OF= PROPERT"r' OF= J. I, NELL5 PHILLIPS" F:ILEO NOVEP/BE~. ~, I~Oq, HAP No. 51TUATE." PINE NEC, K TOI~iN: 50t)THOL~ SUFFOLK COUNTY, NY 04-01-2008 E~)FFOL,~ COt)NTh" TAX # I000- q0-.5-40 Jockey Lo~ 8 House Lo~ 6 N NOTES,: ®FP-.APHIC SCALE I"= 40' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver~pros\08\08-130 TOPO.pro SOUTHOL~ SITE DATA SCTM # PROPERTY: ADDRESS OWNER: SITE: ZONING: 1000-70-5-40 1425 PINE NECK ROAD SOUTHOLD, NY 11971 PINE NECK HOLDINGS, LLC PO BOX 150, SOUTHOLD, NY 11971 46,516 sf = 1.~679 ACRES 4c~,tc. Ey GREEK RD. RESIDENTIAL 40 SURVEYOR: JOHN C. EHLERS, LS 6 EAST MAIN STREET RIVERHEAD, NY 11901 LICENSE # 50202 DATED 04-01-08 LOCATION MAP Lot 8 RECONSTRUCTED COVERED PORCH EXISTIN® ONE STORY asp. driveway RESIDENC, E TO BE RENOVATED ~ -. frame -" ~= ~ --- ~XISTIN~ TI~D~ ~UL~H~A~ ---- ~-'- - ', ~ ' ', - -TI~ LINE ALONS ~'"~ ~ = ',,',, ',, HIgH ~ATE~ ,-' "-- .... "'" ---'"'-' ' ,,,, - ~ JOCKEY ,, ... Lot 7 ...... .... / ~ ~ ' ""- "/' ~' ! ~ ~ ~ ~ ' / ./'" / / .," ./ / - ..... / / ,. dirt driveway .--- ___.~ ...... _ ....... ----?'" ~ _EV. +2I' ~ I TO RETAIN ¢~ADE BOTH SIDES ...... , ......................................... ~- , - , ~ , ~ ~ASE~ENT ' '- - ............... 476.99 , , / ¢ BETWEEN RETAININ¢ ~ALL5 (2) 4x4 PRECAST DRYAELLS CONNECTED TO ®UTTERS -- -- HAY BALES ~ SILT BARRIER DURIN® 6ONSTUOTION Oak/awn A Venue $1TF AN SCALE: 1" -- 20'-0" Lot 6 ON NEJd HVAC, CONDENSIN® UNIT ~LOOO ZO~ }C COMPLY WITH CHAPTER"46" FLOOD DAMAGEPREVENTiON SOUTHOLD TOWN CODE. ¢CIA PLF " NEW ~fI'l ~ H ALL CODEs OF ',', / ~c ST,",, L~ & TOWN CODEs AS REO!j,&i:F ~,~D CONDITIONs OF ~---,-~ ,L~ ~OWN P~NN[NG BOARD ' - KS OEO ALL CONSTRUCTIOXI SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Ye;; I( CTATE, CERTIFICATION OF NAILING & CONNECTIONS REQUIRED., PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. (. X,' ~PANCY OR ' ~' UNLAWFUL · iT' IOUT CERTIFICATE ~ ',-- £CCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING EXISTIN~ EXTERIOR STAIRS TO BE REMOVED UNDERWRITERS CERTIFICATe. .REQUIRED APPROVED AS NOTED NOTIFY BUEDIN¢ DE ;}~MENT AT 765-1802 lAM TO 4PM FOR THE FOLLOW$~G INSPECTIOHS: 1. FOUNDATJON- TWO REQUIRED FOR POURED CONCRETE 2. ROUGN - F~AM~NG & EEUMBING & ~NSU~ATJON 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, BID & PERMIT SET ~oe ~ CHECKED BY: TCS DATE: 10/17108 iCALE: 1" -- 20',,0" SHEET TITLE: SITE PLAN SHEET NO.: 1 NIGI'~ v4/'STOk~ WINDOW SCHEDULE ~slngle unit frame dimension (wx h) TYPE UNIT SIZE {hxw) A CN235 3'-41~s' x 2'-9~" TYPIC. AL. JfllNDOlfl AN~ ~ B 2032 3-5Y4"" x 2'-1 r~. (Narroline) GA~IN~. C 2852 5'-5 ~4' x 2'-9 ~" (Narroline) ~ f / / D 2~ 1'VV2852 5'-47~" x 2'-95~' (4O0Sedos) w/ DHP41052 5'-4~" x4'-11~e" (400Series) DOOR SCHEDULE ~am single unit frame dimension (w x h) 102 6'-1C~" x 5'-9Y4" ISPD 54611 APRL t03 6'-10~," x 5'-3Ye" ISPD 54511APLR 106 6'-9" x 2'.~" CEDAR r L,.r'=~TION~ Of 4 ~O~ I~LD~. FELT ON EXIE~To VE~II"Y C. ONDITION C~ ~v~..ATHIh~ TO I~ r' ~=GTION . ~i l~l~l! ~ ~'~. ~- ' ~1~ ~m/ ~T I ' MASTER BATH ELEVATIONS / , ~,_.. ,.1~ _ LINEN EXIST, GAP vV 51UI~Y TO HATCH EXI~TIt~ PLATE e~.~ Hm~-~ ~ ~ t.~'r~ 4'-o' I~'-o" ~'-~' FIRST FLO__OR PLAN SCALE: 1/4" = 1' -0" PLAN SCALE: 112" = 1' ,-0" BID & PERMIT SET I u.,Wld I I-,'C~I~ I ~LUo I I I , , ~-IIo I IgOl: m / '~' 0804 RJB DATE: I0/17/08 SCALE: AS NOTED SHEET TITLE: FLOOR PLANS & BATH ELEVATIONS SHEET NO: EXI~TIN~ ELEC, TRIG TO RE'HAIN EXI~llN~ FI F-?',"r~JG 1'O feEl*fAIN EXI~,"I1N~ FI F'C,I'~IG 1'O t~"HAIN CODE. (T*fP.) 1st FLR. ELECTRICAL LAYOUT SCALE: 114" = 1' -0" ELECTRICAL LEGEND E. XIE, TIN~ ~ ~TRIG DIE~TRIBU'TION, OU*T!..ET~ ~ ~--VIGE~ TO EL=MAIN, t'= ~.JE POSSIBJ_E. F'f~DVIDE }fl,N.K-'rHRU ve/oi,eflLR~ $ AI~,HITEC, T P~IOI~ TO JfllRIN~ Of~ IN.~TALLIN~ BOXEE, 1'O REVIEPI LAyGUT 1:2x12x~" ~ CONG. FOOTIN~. la~aOVIDE ~AI-V. 5TL. 5TII~UP AT A'ITA~HHENT TO 11~ P~. I',fA.~ONI~y CHIIHt~ I~.L.OPI ~ AI~D p, ~ m vu' CONG.. f~=IVlOVE ~XI~,TIN~ C~ILII~ IN '11'11~, EXI~'IIN~ G~E,T I1~ P~a~'r~ i.ll~. I~IN~ -- M.a~C, HIIV~ TO EXI~,TIN~ PlaTE ~ IN ~15 AI~-A. BA~,E'h,,fENT EXI~TIt4~ TANK TO ~1~ TO REP~IN ~I~T'~ Llelfl'lN~ TO REHAIN. RLaHOV~ PII~IN~ ~ PROVIg~ ~ l~-Iq BATT INE~..ATION IN FRAHIN~ EXIS'T TO I~'fAIN DA5Ef,4ENT ~1 ~AI~ ~XI~T. BOIL.E~ S ~TEI~ki~ 'ro THI~ LOGATION. REC, Ohri~:C,T ALL EXI~llt4~ PIPINg. (~ ~ AL'I~RNA'r~ :2) F13t/~ATION TO ~5~ BOIL,L~ $ I~I~'i'LR~ t~.~ff~ TO BE 5TAIl. TO fe. El~fAIN TANK FIII ~ ~ C, ON~_ I~::~lZ::~ ~AI-V. IN/DIGA'I'E~. NE~ ~I.II~IN~ ~ IN EXlS'I1N~ OPENIk~. II. ILL 51Dl~, A.G REGUIRED vV G.HJJ. B[.OC.K TO HAI'OH EXISTINg. 1~12x~' ~ CONG. F~OTIN~. Pf~VIDE ~d-V. 5TL, ~,TII~.L~ AT AI'I',~C, Ht..tENT TO ~ PID. 2,(-" .~l. BLLIE~TOf~ PAVIN~ 5TONE~, ~ L.AI~ ON 4" ~.AVEL S !~WL=F~ I,~/'~AI~D. PIT~.4'I AIN. Ay ~ BIJII.~IN~, FOUNDATION PLAI" SCALE: 114" = 1' -0" BID & PERMIT SET a~Z. U~.~* TCS 10117~08 114" -- 1' - 0" ~HEET TITLE: FOUNDATION PLAN & ELECTRICAL LAYOUT 3 E. XI~TIK~ ROOFINg, AF~ ROOf= ~1W. UGll.IRE TO ff. EHAIN, -- DEHOL. I~'I EXlSTIt~ PORCH. NEPI ~ ,G'rl~GTURE, GOLLq41~, ff, EMOV~ EXISTII~ E, IDIN~. fa~:TVl]:~ ~ BI-C~. ff~LT C~N EXlSTIK~ ~=XIE, TIN~ FOUNDATION TO REfelAIN. ~XlSTIN~ pOUFDATION BEYOND EAST ELEVATION SCALE: 1/4" = t' -0" DEIelOLIEH .EXlE~TIN~ POf~,H. I=I~:TVID~ N.,T. Y4 f~3Of= E, TRUG'IlZa~, GOLUHI~, ~ NEt, q OLq'OCa:~ ~,'~I~ER E'NGLO~URE RV'Ix~, V.-~d~7OVE VL~TIGAL ON 'I'~. lfl~. F'R.A~IN~, I I I I I I I EXI~.TIN~ ,=OUNDATION EIEYOND SOUTH ELEVATION SCALE: 1/4" = 1' -0" WINDOW SCHEDULE ~single unit frame dimension (w x h) TYPE UNIT srz~ (hxw) A CN235 3'-4'~e' x 2',-g~" B 2032 3'-5~'4 x 2-1 ~" (Narrollne) C 2852 5',-5~'. x 2':99~" (Narmllne) D 2@ TW2802 5-4~ x 2-9~, (400Series) w/ DHP41052 5'-4~" x4'-11~s" (400Sefles} L~_~I~:~_.E~'II~L~. Pf~:TVlC~ l~'~-'n E P50S0 4'-11~" x 4'11~' k f~,~, 11~:70~IN~ ~ ~ ~/4' ~ DgC,~IN~ ON ~x4 AT I~" O/G. [eJ~ TO ~ ~ C~ l~' TO THE FOOT. ~ Ri,liSe=~C-~. I~::~=llq~ DOOR SCHEDULE ~ ~ INTO ~ISTI~ ~1~ ~ ~1~ ~a~ single unit ~me dimension (w x h) ~1~ ~PE SIZE (hxw) UNIT ~0~ 61-8~ X 2'.8~ t02 6'-1~" x 5'-3~" ISPD ~611 APRL -- 103 6'-1~" x 5'~" ISPD ~611 APLR 1~ 6'-8" x 2'~" 105 6'-8" x 2'-0" 106 6'-8~ x 2'~' B-1 6'7~" x 5'11~' NLGDS068R I~GT A~ ~A~ ~1~ '--'--- .... :: ...... .......... " ~~TM ~l~Tl~ ',~ ~.~.~,~,- ~ C4"lltq'l~=~ TO IqEtRAIN. IN~Pr=GT ii I~EPAI~ ~:~llN~lt~ ii ~'L~*~-I]I~ ~ 5Gfi~=N PORGH ON EXlS, TIN~ ffOf~T,H ISLAB. RAILII~, e~4AHC~ANY GAff, 2x4 FLAILS, :2x2~," BALUE,'r~RE,, P. Xl~'rl~ VINYL LATTI~ PA~=L '=, v~"l~. PRAt,41N~. I~IZ:~ lax4 PAC~ Fie, Alva, ~ ff'RIt,~ ii PAINT Ffa. AMIN~ WEST ELEVATION SCALE: tl4" = 1' -0" BID & PERMIT SET 0804 DRAWN BY: RJB DATE: 10117~08 SCALE: 114" = 1'-0" HEET TITLE: ELEVATIONS SHEET NO: 4 EXISTIN~ I~30~IN~ AN~ E?I~I,~ 'FO EXlSTIN~ I~-A~IN~ PIAI,,I BEAR NEPI e EXlSTIN~ RAFI~ ON ~ ~xlO 2xlO el~" GEII.IN~ JOIST~ Ix~ V-~DOV~ T//W PAINi.,~u. J, flOO~ LOGATIONE, ~4OJ~l ON PLAN. BOLT ~ HATG~I EXI~TIN~ lq~VIl:~ PI~ ~1/ I~ IflA~ T~ AT ~ OF .~HIN~I1= PtALL. (ffYPJ EAVE I=~I'AII. ~ Ifil'TH II TO HATCH 4~lq BATT II~L~TI(~I ABOVE .E. XI~,TIN~ ~II~::~R ~ F~O~T~ TO R~'HAIN ~ ~ ~UILT-L~ F~a~t4 ~ DL~TAI.L~. ,~gl~'J'l FOLrlqZTATION TO .~XI~TIN~ ~[1 ~l[II~ I[~ I I I i~I ON ,~XI~TINI~ ~ TO ~ ~ ~I~/11~ ~/41 PLYlalOOD DffiGKIN~ ~/ PINI~'I FLOOR TO MATGH EXI~TI~ AT FI~T ~ LL~q~. [~ BUILDING SECTION SCALE: 318" = 1' ~)" C BUILDING~_AL_~;_.3~ _SECTION IK~ULATION. ~:TVIDE Alle. v~Ay TO ~ .~::~gT ~R VEN'rlN~ .~XI~Ti PI~N~IN~ TO R~MAIN OF~NIN~ I~::;~VIDE 9" ~HIN~LI~ P!.~ vi/IflATER ON 2'x2"xl' ~l Il EXI~TIN~ LIVIN¢ IN~IJ!_A~ ATTIG ~ --m JOIST O/C.. TJ,~, ~ JOl~ AT 16" O~l L vV G~ g. X4 ~ANY RAIL 4x4 HAHO~ANY POST ~~~G DETAIL ~~,-~.~ ~ ~... / \ I \ \ / AT ~'~J~dJJ LDJ N G SECTION SCALE: 318" = 1' ~)" BID & PERMIT SET PROJECT NO.: 0804 DRAWN BY: RJB CHECKED BY: TCS DATE: 10117108 SCALE: 318" = SHEET TITLE: BUILDING SECTIONS SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FO~. Y~ALL OPENIN® P~.OTECTION OFI20 MPH ~-~t~CONP~IND~U~T~ ( MAXIMUM M~AN ~OOF H~l~HT: F~'PA~L 5PANS, o 25~2" (¢/4") APA ~PAN-~D,4~/24 5~ATHIN8 (O~Ap A~OUND OPENINg5 A~ACNIN~ S~C~L PANEL= FASTEN TO BUIL~IN~ N/ "I I ~lOx5" (~/~5HER~ SALVINIZED O~ STAINLESS DTEEL I I AL~NATf~ PAS~NE~ I 19-" ~' ' ~ FI II ,,, ,, g. UTTER AIlSEMB '.. (O~AP A~OUND OPENIN~ 4") I I I). PREASSEMBLE PLYWOOD TO 2x4'5, STAINLESS STEEL YtOOD SCREW ¢ 1.2" C.C. 2). ATTACHING STRUCTURAL PANEL, FASTEN TO BUILDING ~lO×S" (~,J WASHEt~G) GALVANIZED OR STAINLESS STEEL WOOD SC,,REW ~, I&" O.C. ALTERNATIVE FASTENER POR SHU~ I~R TO BUILDING, ~10 TEE NUTS ATTACHED TO BLDG. ~/ #10X1-1/2 ( MACHINE BOLT ~, [2" WINDOWS - GLAZED OPENING PROTECTION IS REQUIRED POP- ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF CON~CTO~ NAY USE ~Og 5~G~L PANEL5 IN LIEU O~ TNB ~OVE HENTIONED ~1~0~¢. PANELS TO BE PREOUT TO FIT O~R ~l~O~D ~lTH ALIGN ~lTH ~IN~O~ JAOK POST5, HEADE~ + 5ILL PLA~. PANEL5 TO BE MAINTAINED ON LABEL LO~ATION5 ON EACH PANEL. HiP ROOP5 Io°( e o i00~ e(¢o0 I00~ e~.450 COMPONENT AND CLADDING PRESSURE ZONES = X ~ TIE ' ~ ~F,~ USE/OCCUPANCY ,. ~,~ o~ ~.. CLASSIFICATION DESIGN CRITERIA. ~ ~m=~NT ~IN~LE FAHILY ~E&ID~NTIAL DESIGN IN ACCORDANCE ~lTH AMERICAN OONST~UGTION ~ANUAL ~0~ I + 2 FAHIL~ HOUSE HU~IOA~ CLIP U~ ~m_o mm~AXl ~UH e~ouND 5NO~ LOAD - 45 ,eicon H~ FIRST LBMEL - 40 PSF. L.L ~I¢*L *~ ~ FIRE AREA ~IND SPEED - 120 MPH ~- ¢~ ~* ~""~- ' ~ESIPENCE: ].D24 S.F. 5EISNIC DE~ICN CATEgOrY - B E~ TO TOP OF TOP -- - ~m~ e~ co.oN F~OST LIN~ DEPTH - ~PE OF CONSTRUCTION DEOAY- 5LIGHT CONVENTIONAL LIGHT FRANE AOOO ICe SHIELD UNDB~A~ENT RE~UI~u - OONST~UOTION GENE L NOTES I. ALL ~E~ HA~l&, A~ EGUI~ENT ~L BE IN lB. SENSE ~[¢PO~ ~ AND FRESH ~ SUPPLY AG¢O~ANOE ~1~ THE NE~ ~0~ 5TA~ UNIPO~H ~k BE DESIGNED A~ BUILT N PLY~OD 511EA~[~ ~ILDIN~ GODE, AND THE ~ ~0~ 5TA~ ENE~ ~lTH THE 5UPPOL~ COUN~ DEPA~ENT OP H~LTH. ~ - ~ TO ~ L~ ~X ~ONSE~MATION ~ODE, AND LO~ AUT~ITI~. 14. THl~ S~U¢~ HA5 BEEN DESIGNED IN BEAM - TOP + ~OH. 2. ~h GON¢~ SHALL BE STONE AS5~5A~ ~lTH A AGOO~ANGE ~lTH T~ NE~ ~ORL 5TA~ 51~N Hs~ HINI~H 2~ DAY 5~N~TH OF BO00 ~1 CONSERVATION COD~,  I U2' ~1~ - 2o ~B B, ~h h~ ~HAhb B~ ~D~ STAMPED ~OU~hA~ ~1~- ~. ~IN~ TO ~E NOTIFIED f~ ~[TIN~ OP ALL DOUBLE t~ 4. P~VID~ DOUBLE HE~E~ a~ ~1~ At ALL l¢. ELEO~IOAL AN~ ~CHANIOAL GOHPON~NT5 TO ¢~¢e~i~" o~. 5taI~ AND PLO0~ O~NIN~5, POST¢ A~ PARALLEL PArTItIONS, EX~PT AS NOrD ON D~IN~. I~. ALL 5T~O~ ~EL tO ~E ASTH FLO0~ B~AH¢. ~PAGIN¢ NOT TO E~D ¢.0 ~T. A-~25 BOL~, 5/4" DIAHE~E. NOTES 188-0'~ Y~EST MONTAUI< Hr~HP4A'r', HAMPTON BA'r'S, NY Iiq46 HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH 5HALL COHPL¥ P,~,IYDE~C CHAPTEr, ALL DIIvlENSION5 AND Gt~,I,DE CONDITIONS TO BE VERIFIED Br. CONTRACTOR(S) P~IOR TO 5TART OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A 50IL BEARING CAPACITr. OF TWO (2) TE~ AND LE55 THAN 5~. GON~CTOR ~L ~RIFY THAT THESE CO~ITIONS ARE ~T. &h FILL BENEATH ~. ~L H~ADE~ ~.O FT IN LENGTH A~ 0~ TO ~0~ B~ ~OUBLE UP~I~H~, ~.0 ~T A~ BY ~IPL~ UPRIGHTS. ~L H~AD~ TO ~I~ FI~StO~IN~ At ALL P~VIDE FLASHIN~ AT &h ~OF I0. ~0 NOT ~ALD Ii. A~HJ~T NO~ ~N~IN~ I~ NOT THIS ~ONS~CTION P~JEST. FEDEX, AND LOOAL ZONIN~ A~ ~ILDIN~ OODE SHALL BE THE ~5PON~IBILI~ OP THE IS. CON~CTOR SHALL OBTAIN ALL P~RMITS AND INSURANCE NECESSARY TO PROTECT ThE ENGINEER AND O~N~. I~. ~0 NOt ~AG~ILL A~AINST POUNDATION UNTIL FLOOR 5YS~H IN¢TALLATION 20, P~OVID~ GA~ON MONOXIDE ~ARM5 ON EA~H LEaL AND IN BAS~MBNT ( I~ A~LIO~LE ). POSITRON N~A~ ON ~H L~L O~ ~LLIN~ AS ~UI~ ~. AN~ ALT~TION, ~PAI~, ADDITION O~ ~ON~ION TO AN ~XI~IN~ ~LLIN~ ~UI~IN~ NO~ ~UI~5 THAT AlL 5LD~PIN~ ~OH5 IN THE ~USE B~ UP~D ~Ith HA~ 25. T~ NY5 GOD~ Al~ APPLY TO 24. SA~E DO0~ TO BE ~ FO~ 120 HPH. ~IND LOAD NAILING SCHEDULE TAKEN FROM 200l EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST * PAPER ASSOCIATION SIZED FOf~ COMMON NAILS; CONTACT ARCHITECT FOR E~X NAIL SIZES RAFTER/TOP PLATE C.,EILIN~ JOIST/TOP PLATE CEILING JOIST/PARALLEL RAFTER CEILING .JOIST LAPS OVER PARTITION COLLAR TIE/RAFTER BLOCKING/RAFTER RIM BOARD/RAFTE~, tOP PLATE/TOP PLATE TOP PLATE AT INTERSECTIONS ~TUDIS'rSD TOP or BOTTOM PLATE/STUD IBOTTOM PLATEA=LOOR JOIST .JOIST/SILL, TOP PLATE ~P GIRDER BLOC~ING/.JOIST I~LO~ING/SILL ~PTOP PLATE LED~E~ STRIP/BEAM ,JOIST ON LEDGER/BEAM ~AND .JOIST/~OIST ~AND JOIST/SILL oP TOP PLATE SLYWOOD ROOF DECk'.lNG PLYWOOD WALL SHEATHING PLY~20D SUBFLO0t~ DECKING S-8,d (TOE NAILED) 5-g~d (TOE NAILED) '~-hs,d (FACE NAILED) T-I,~d ¢=AC.,E NAILED) 2-,Ed (ec~. encl I-I/.4" 2-Sd ('TOE NAILED) 2-18,<::1 (END NAILED) 2-18,cl (FACE NAILED) 4-18,d ('FACED NAILED) 2-Is,c:J (~ACE NAILED) 18,c:t ('FACE NAILED) 2-18,ct (END NAILED) 2-18,cl (FACE NAILED) 4-,Dc:J (TOE NAILED) 2-Sd (TOE NAILED) 2-,Ed (TOE NAILED) S-I¢,d (TOE NAILED) B-IScl (PACE NAILED) E-¢d (TOE NAILED) S-I~d (~ND NAILED) 2-18,cl (TOE NAILED) ,Dot ~4" 0.~. EDGES, ~" O.C. FIELD ¢~ (ON~PTER) ¢ct ~4" O.C. EDGES, ~SIi O.C. FIELD 8cl ~8," O.C. EDGES, ,~12" O.C. FIELD L FRAMING NOTES ALL 'FRAMING LUMBER 5HALL BE GRADE STAMPED DOUGLAS FIR-LAF~..H STf~JJCTURAL GRA~E No. ALL ~H~ATHIN~ T~ B~ APA ~, E~ MIN. THIGL~55 O~ AD NORD. ~h 5U~LOO~IN~ TO BE APA ~TED EX~O~U~ l, B/4" MIN. THIO~NE¢~. ALL BD~E¢ ~L~OD TO BE 5ET ON ~OLID BLO~IN~. ~LUB AND ~IL Wh~OP ~UBPLOOK TO PLO0~ ~Ol~T~. ALL H~ ~'-0" A~ O~ ~HALL BE ~IPLE ~I6HTS. ALL HE~E~5 5H~L BE A ¢OLI~ BLO~KIN~ CNALL BE ~OVIDED FO~ ALL dOIST5 A~ FLO0~ BEAM5 AD PE~ N.~.5. ~ODE O~ A5 NOrD ~ ¢'-0" 0.~. MIN. P~VIDB 2" 5PA¢E ~0~ Al~ OI~ULATION IN DOUBLE F~MINe A~OUND ~h OPENINg5 ( DOUBLE UP F~MIN6 UNDE~ ALL POSTS AND PA~LLEL PARTITION50~ ~ NO~ ON ~L FLUSH ~OD CON~CTION5 5HALL ~lTN ~D ~VAN~ZED HET~ CONNE~TO~ "TEGO" OR APPROVE E~U~. NAILIN~ S~HEDULE ~HALL ~E As PER THE N.Y.5. ~UILDIN~ OODE A5 A HINI~H. A~ 2X~ ~ALL ~EI~ 5-10D NAIL5 AT ~ILL A~ PLA~. ALL E~IOR ~IL5 5H~L ~E GALVANIZED. lo. IS. PL'Y'I~20D SNEATHING TO BE NAILED WITH Scl ~ 4" o.c,. EXTERIOR EDGES AND & d ~, 1,2" c.c,. INTERMEDIATE. ALL INTERIOR. AND EXTERIOR FINISHES, 'FLASHING AND PVkTERPROOPING SHALL BE BY ARCHITECT, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE "Pt'PE CONNECTORS Br' "TECO" OR APPROVED EQUAL. FOR TII'/E~ER PILE 'FOUNDATIONS, PROVIDE HURRIC, ANE CLIPS AT ALL PERIMETER .JOIST TO GIRDER C, ONNEC, TIONS. ALL PRE-ENGINEERED LUMBER SHALL BE PACIPIG CPI SERIES WOOD-I-BEAMS AND LVL PF~:2DUCTS 0~ EQUAL. ALL JOISTS, GIRDERS AND HEADEP, S SHALL HAVE BEARING STIPPENEP`.G INSTALLED AS PEP. HANUFACTUREf:~..G REcoPfI'4ENDATIONS. STIPPENERS SHALL BE RE6~UIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUNI. A SINGLE I LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS ALL NULTIPLE LVL P~ODUCTS TO NAVE 2 RO!NS OF l/2" DIA. GALVANIZED MACHINE BOLT~ ~ J2" O.C.. THIS DRAY~ING IS AN INSTRUMENT PREPARED TO FACILITATE CONS'PRUCTION AND SHALL NOT BE GONSTRgED AS A CONTR2~CT BETWEEN BUILDER AND OWNER. ..0804 NOVEMBER 12, 2008 HEET TITLE: STRUCTURAL NOTES & DETAILS 6 ~" I~,~TE TO ~.ONNEGT -- TO EXI~TIN~ pLLII'v~IN~, PLUMBING RISER DIAGRAM 5" VENT THlaJ.I ROOF FINAL DRAWING fl-I NO: 0804 RJB TCS 3ATE: 11 112/08 SCALE: N .T.S. SHEET TITLE: PLUMBING RISER DIAGRAM SHEETNO: 07