Loading...
HomeMy WebLinkAbout32865-Z Fat Town of Southold Annex 2/10/2011 sU� c,��, 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 34834 Date: 2/10/2011 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1240 LOVE LA MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 140.4-23.1 Subdivision: bled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/27/2007 pursuant to which Building Permit No. 32865 dated 3/30/2007 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: UNFINISHED ATTIC DORMER AND TWO ENTRIES AS APPLIED FOR PER ZBA DECISION#5782. DATED 10/27/05. The certificate is issued to LI Sound Oyster LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED AuthAzed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, ,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32865 Z Date MARCH 30, 2007 Permission is hereby granted to : THOMAS ANDERSON 1240 LOVE LANE MATTITUCK,NY 11952 for UNFINISHED ATTIC DORMER AND TWO ENTRIES AS APPLIED FOR PER ZBA DECISION #5782 ; FLOOD PMT. INCLUDED at premises located at 1240 LOVE LA MATTITUCK County Tax Map No. 473889 Section 140 Block 0001 Lot No. 023 . 001 pursuant to application dated MARCH 27, 2007 and approved by the Building Inspector to expire on SEPTEMBER 30, 2008 . Fee $ 392 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 ~ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 E C E APPLICATION FOR CERTIFICATE OF OCCUP This application must be filled in by typewriter or ink and submitted to the Building D a en t r&th4 forting: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines streets, a Bktffral or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date—e* New Construction: Old or Pre-existing Building: (check one) Location of Property: 140 Love— Lftoe_ � House No. Street Hamlet Owner or Owners of Property: )JG 11_X�Y\� 0_� z C' C? Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. ppL��o��t: ��// �v�Permit No. '5ZJ Cj�Date of Permit. Applicant: I \aj I J So/0 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Of SOUT,yolo cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: b" 3a d-zol Jlp f 9 DATE f �� a / INSPECTOR ' pE SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: , 1 7 ' L fig t Q� 1 DATE °Z 3 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(1ST) y ------------------------------- ----- 0 FOUNDATION (2ND) z - o y ROUGH FRAMING& PLUMBING � y 1-1 r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Ol� - 6PA 6q 1njr �. ` b V y � x d r b H TOWN OF SOUTHOLD BUILDING PERMIT.APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 324e' Check Septic Form N.Y.S.D.E.C. Trustees Examined ,2046'1 Contact: Approved D,20_9J Mail to: Disapproved a/c // Phone: /?/ W J Expiration b ,20 �� C6GL, 631 S72-- 6 Jj Building Inspector 2/,�007 }APPLICATION FOR BUILDING PERMIT LT(-)v, Date , 20_INSTRUCTIONS�,_�.._�.�i !OLD-�J a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no 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 months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. L�r�� (Signature of applicant or name,if a corporation) 119Sz- (Mailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 015411s'� Name of owner of premises-�b � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section N�iDO ' ' " ''Block;..,�: Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy , tL-q Vf 0,-3G b. Intended use and occupancy S(AC Y-_-'_ Vkz:> 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos06 qj, C c� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front go Rear Depth Height VS Number of Stories 1 Dimensions of same structure with alterations or additions: Front ® Rear Depth Height 2 Number of Stories e 8. Dimensions of entire new construction: Front Rear Depth. Height Number of Stories 9. Size of lot: Front e3 Rear 2,9-4 -y`1� Depth ,®c�' 10. Date of Purchase 75 2 - "Name of Former Owner s Veq IN"T5 Compaft�o l A)L' 11. Zone or use district in which premises are situated (1) Z. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded?YES NO�Will excess fill be removed from premises? YES NO ./ 60 -6 or-2 - 14. Names of Owner of premises K,RaQD 60kdress Oft=i;��i� Phone N ' — Name of Architect r� C� M.'l�i 1ki L_L.,. AddressPb u,2- � ?RTPCne No *2?- 1f' q Name of Contracto Q, 4, hL,(�� Address \54 vr_�p phone No. (22-e -Z�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. STATE OF NEW YORK) _ SS: COUNTY OFS�rI'© 1 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the G" QCL*-�, (Contractor,Agent, Corporate 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 filed therewith. Sworn to before me this 2`��day of 201:�,7� otary Public Signature of Applicant MARY PIETERS Notary Publlic,State9 of New York Qualified in Suffolk County commission Expires July 31,1009 4I�i Albe Kp pFS c � UU�y-O ,r 5j309 ROu�tel_ 25 James King Vice President .', x �; P.O.Box 1179 Arne Foster` Southold,New York 11971-0959 Kent Poliwoda A Peggy A. Dickerson Telephone(631)765-1892 `,oum Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD I October 19, 2005 i - Mr. Thomas Anderson P.O. Box 1060 Riverhead, NY 11901 RE': 1240 LOVE LANE, MATTITUCK SCTM#140-1-23.1 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., October 19, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#6157 to add dormers to the existing dwelling during the presently permitted roof reconstruction, and as depicted on the plan prepared by Anthony Portillo dated July 26, 2005 and survey prepared by John C. Ehlers last dated June 24, 2005. If you have any questions, please call our office at (631) 765- 2. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK-ims Uj_. i JURY LY OF PROPER EXISTIN 'DECK TO BE �q > . R�NS�T ,UGT POSE-/D tDl EG N osou-r+o�nC / 0� j ' - e s SUFFOL�G COUNTY NY C/' DREMOVEDE W E SURVEYED 05-14-2004 / ' TOPO ADDED 12-28-2004 �_ :•_ !/ PROP05ED ACTIONS 03-0I-2005 / I// _ ( ROP05ED. ENTR REVISED 03-11-2005, 06-01-2005, 06-24-2005rn --� SUFFOLK COUNTY TAX # �, /�/ v� VX W�: Io%.: ti� PROP05ED ROOF O O D z 'A S REGON5TRUGTION 1000-140-1-25.1 �. _[:- / ./::'/;�� v�. oQo�� �Q D rQ o ( e1� Q�lLQ� Z v CEY'H�FH1�TO: mp ° ` `` fv�.�, b i� ,�„,, L.H.Sound Oyster LH.0 woo / / 7' ;\o• rva� Q' o, I '"- '77 O Aqueboque Abstract Corp. U a, // /:/.�. % s o N / ... i` x J b /-i Fidelity National Me Hnsurance � /. / Ir..._.o /\ � P O rn Company of New York '}ie 0 First Pioneer Farm Credit,ACA t� f ? . s `\� / //�/jig U v ..I / avr (t'7l' 38E. �l, 0 TABLE OF AREAS v� EXISTING GOVERAGES tea.-._:.a/ � �• House G16 5f 2.q% �o J a S I \_ , 'v Garage 54G sf I.6� 9QEe 9O Goncrete 1,444 5f 4.5% i o ' O a / O Deck 341 sf I.O� ti7�o •� r 1 0�� /' cA �' Q�`?� `SR A TOTAL 3,316 5f G.5% c� �R, PROPOSED GOVERA6E5 c) / House G-16 sf 2.G% Zk x �� , oF, s' Govered Entry -72 5f 0.2% 6or a MAW v � Qti' QL\0 Goncrreete 1444 sf 4 3% \+ ,'/ /' `vcC, Dock 435 5f 1.5% t\a TOTAL 3,416 SF 10 3% Ql / vo 0 NOTES: s� a S + u u ,��•°^ MONUMENT FOUND o D 0 �jy L C AREA SEAWARD OF PINNED HAYBALE LINE TO BE BUFFER AREA C� ' q ua erisedaltarotanaradditbnta°, ey (AREA OF NON D ISTURBANGEI i}zR ® map beain9°Ilcenzed to ., -d" : °Ile a bloticn cr se Nb�1,k fib-E—,°:the [� /\l,�'\�y/ en Y°.k St—[dvcotle^low• l � -Cnly wples From the criq,+ of this s✓vey TIDAL WETLANDS LINE IS 5YNONYMOU5 WITH THE A.H.W.M. AS `�' �� °"°dn"''°^°r9'°'° sto^ped zeal zholl be censdere0 tc be v°Ild We OB5ERVED BY LAND USE EGOLOGIGAL 5ERVIGE5, INC. ON 8-23-04 ELEVATIONS REFERENCE NGVD'2G. zertlFic°b°^>Indl,F,r I>eraan siylry w°t thle o t�y /,� tvg wee of(%octice 1'or°Laid S�wveysh°dcp ted �t JJT `V by the Nan York St°te Assoclotbn cF Profasslonol 41• kto ue pp ay—'9°l�m rgcotbny U'1Oprlopwed SEPTIC, AND WELL LOGATION5 AS PER OWNER W'q—y beb'—j� ltlac=tp dgg tcl a orW londi Instit�tlon Ilsted hereon,°nd Lc the assignees cr lho IenGmy Nstiwtbn. Gertilice- Licnz ae not lranslerable to addl[Icnol imtitu[lons AREA oii�i� F OR 0.18 ACRES T (� PROPERTY LIES IN FEMA FLOOD ZONE AE II "'OHN EHLERS D SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SGALE 1"= 40' RIVERHEAD,N.Y. 11901 nip ---- — .-.1 --- •tsrtr • tsr —l-A Inn---_ IRV �, * A`'-� .:_•1l. " .,_ -4�-r. �j Board Of Southold Town Trustees :A• >' SOUTHOLD, NEW YORK ,. PERMIT NO. ... .......615...7 ........ ........ DATE: .July..20......2.QoS LI SOUND OYSTER, LLC C/O TOM._ANDERSON............. `''K ` ISSUED TO ................................................................. . X. Pursuant to the provisions of Chapter 615 of the Laws. of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING_OF:.OBSTRUCTkONS. , 4 IN AND ON TOWN WATERS AND PUBLIC LANDS and*-the REMOVAL OF SAND, GRAVEL.-OR OTHER MATERIALS-• lOM S LANDS UNDER TOWW WATERS;'•.'• and in. accordance with'the Resolution of The Board adopted at a meeting held on _July 20, 20 250 00 aid b ..05.......... and in consideration of the sum of �.-.............�........... p y LISOUND OYSTER, LLC ...............................................................%...................... t ..................................................................... of ... Y. and. sub'ect to. the ..... ...................................................................... N 1 Terms and Conditions listed on the reverse side hereof,' of Southold Town Trustees authorizes and permits the following: Wetland Permit to reconstruct the existing decks attached to t 1 the dwelling, construct a,new entry and reconstruct the f existing roof, and all as depicted on the'survey prepared by John .C. Ehlers last dated June 24., 2005. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents .to be subscribed by a majority of the said Board .as of this date. O • P tN James F.King,President "XQg soory Town Hall Annex Jill M.Doherty,Vice-President h0� �� 54 Main)toad P.O..Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. + i Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0402C Date February 9,2009 THIS CERTIFIES that the new qptLry to the existing dwelling, dormer additions and roof reconstruction At 1240 Love Lane,Mattituck Suffolk County Tax Map#1.40-1-23.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/8/05 pursuant to which Trustees Wetland Permit#6157 Dated 7/20/05 was issued and Amended on 10/19/05 ,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 a new entry to the existing dwelling dormer additions and roof reconstruction. The certificate is issued to LI SOUND OYSTER CO, LLC owner of the aforesaid property. C� Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION j DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00869/00009 September 13, 2006 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental September 30,2011 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification❑Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Roodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Long Island Sound Oyster LLC (631) 369-2934 ADDRESS OF PERMITTEE C/O Tom Anderson, 781 Mill Road, Riverhead, NY 11901 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land Use Ecological Services, Inc., P.O. Box 1060, Riverhead, NY 11901 631 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY 1240 Love Lane, Mattituck SCTM# 1000-140-1-23.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Mattituck Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions and alterations to existing dwelling, decks and roof. An existing 8'x 19' deck area and 14'x 14' deck area shall be removed. A Tx 31' deck, 6'x 12'covered entrance and reconstructed roof with a dormer shall be constructed. All work must be done in accordance with the attached plans stamped NYSDEC approved on September 3, 200 By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 &3) and any Special Conditions included as part of this permit. PERMIT MI ISTRATOR: ADDRESS J A Wiel d L Region 1 Headqju ers, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 A RIZ IGN DATE Page 1 of 4 September 13, 2006 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers,or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 4. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 5. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 6. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 7. Disturbance to natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 8. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or as per NYSDEC plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. Necessary erosion control measures e.g.,staked haybales,silt fencing,etc.are to be placed on the downslope edge of any disturbed areas. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 10. Roof runoff shall be directed into dry wells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 11. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 12. This permit does not authorize any alteration expansion, or replacement of existing septic systems. DEC PERMIT NUMBER PAGE 2 Of 4 1-4738-00869/00009 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5), 24,25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall be taken to preclude contamination of anywetland orwaterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all orany portion of the uncompleted structure orfill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was prepared by: John C. Ehlers last revised 3/16/06. DEC PERMIT NUMBER PAGE 3 Of 4 1-4738-00869/00009 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims, suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional"acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: _ Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: . Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification,suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-00869/00009 T 4 • Or �O� APPEALS BOARD MEMBERS Ty Southold Town Hall Ruth D. Oliva, Chairwoman ��� alp 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. • �O� Town Annex/First Floor,North Fork Bank Michael A. Simon Ol,YCO� 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 27, 2005 ZB File,No. 5782-Thomas Anderson Property Location: 1240 Love Lane, Mattituck; CTM 140-1-23.1 Zone District: Marine II. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 33,806 sq. ft. parcel has 185.35 feet along the easterly side .of Love Lane and is improved with a single-story frame house and concrete-block garage as shown on the May 14, 2004 survey, amended June 24, 2005 by John C. Ehlers. BASIS OF APPLICATION: Building Department's August 25, 2005 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of an application for a building permit.to construct a proposed addition with alterations to the existing dwelling which is less than 50 feet from the rear lot line. The reason stated in the building Inspector's denial is that the proposed addition will constitute an increase in the degree of nonconformance when constructed at less than 50 feet from the rear property line. The deck area shown on the applicant's diagram is not requested by applicant under the August 25, 2005 Notice of Disapproval or part of this variance application; either a building permit for the deck, removal of the structure, or a separate review by the Building Inspector may apply (or Notice of Disapproval and variance submission). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 20, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant:. AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct roof reconstruction with partial storage for attic storage over the existing first-story 40' of the dwelling. Also shown on the June 24, 2005 site survey are a proposed 6' x 12' entry, plus steps, at the front of the dwelling, removal of a deck, aKexisting deck to be reconstruc e . Page 2—October 27,2005 ZB File Ref.5782—Thomas Anderson CTM 140-1-23.1 (The proposed new 14' x 24' deck area that is shown'on the June 24, 2005 site survey was confirmed to the ZBA staff to be removed from their proposal, and there is not part of the building inspector's building permit disapproval, or this variance application.) REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The proposed addition with alterations, which involves the replacement of an existing roof and adding an attic area for storage, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The footprint will remain the same, and the house is more than 50+- feet from the nearest neighboring building to the east and more than 200+- feet from the neighboring building to the south. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house has been in its present location for over 20 years, and it would not be reasonable to require its relocation to conform with the current setback requirements. 3. The variance granted herein is not substantial, as.the footprint will not be changed. The addition will increase the degree of nonconformity with respect to the rear setback only, and to the extent that it increases the height of the roof ridge from 15 feet to 24.7 feet. 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. 5. Grant of the requested relief is the minimum action necessary that will adequately enable the applicant to enjoy the benefit of an addition, 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-B, motion was offered by Member Simon, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for-, as shown on the survey dated.May 14, 2004, amended June 24, 2005, by John C. Ehlers, Land Surveyor, and 7/26/05 elevation diagrams prepared by Penny Lumber, subject to the following Condition: That drywells with a roof gutter system be maintained in good condition at all times for containment of rainwater runoff. 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. Vote of the Board: Ayes: Members Pkiva (Chairwoman), Goehringer, Dinizio, and Simon. (Member Orlando was absent.) This Resoluti n Was duly a to (o).. Ruth D. Oliva, Chairwoman. 10/28/05 Approved for Filing IRA HASPE L ARCHITECT, P.C. 59945 MAIN ROAD SOU FHOI.D, NY 11971 PHONE: (631)765-2075 FAX-(631)765-5715 March 23, 2007 Town of Southold Building Department P.O. Box 1179 MAR 2 7 2007 Southold,New York 11971 Attn: Pat Conklin Re: Renovation to Residence at 1240 Love Lane Mattituck, New York S CTM: 1000-140-1-23.1 Dear Pat, With regard to the above referenced dwelling I have the following information: 1. Cost of Improvements: Upon review of the project, materials bills and labor bills for this project and adding in additional miscellaneous costs I believe the cost of the proposed project to be approximately$33, 500.00. 2. Existing Deck: I have confirmed with the applicant that the deck in question (without permit)will be removed. 3. Basement: I have confirmed with the applicant that the existing part basement is to remain and no new basement will be added. No new foundation work will be done. �E0 ARC If yo 'P tk tions,please call. ou. �t Sin �.y 012256 ,o IRA CT, P.C. i September 19,2008 To the Southold Building Dept., I am requesting a 6 month extension for the building permit#32865 issued to Anderson on 3/30/07. This permit will expire on 9/30/08. Sincerely, Thomas K. Anderson P.O. Box 392 1240 Love Lane Mattituck, NY 11952 SFP 2 6 2008 fli bLDG. DEPT. Andrew ..Stype Realty, Inc.. 12985 MAIN ROAD, P.O. BOX 63, MATTITUCK, NEW YORK 11952 (631) 298-8760 FAX (631) 298-5779 fz www.stype.com '�I IIIP 2/27/07 . MAR 15 200' Mr. Daniel Krekowski 1240 Love Lane --- ---- -=--=-:'� f Mattituck, NY 1.1952 Re:dwelling value. Dear Mr. Krekowski: In accordance with.your request I have prepared this restricted report of the value of your dwelling only at 1240 Love Lane, Mattituck, NY 11952. The instructions are to indicate the market value of the subject dwelling.only. The subject dwelling is a one story, ranch style home. The living area.is 960 sq.'. The interior is in excellent condition. There are two bedrooms, one full bathroom, eat in kitchen, dining room and a living room. There is a.pull down attic storage area and a 1/2 basement with 1/2 crawl space. The home is insulated and heated with oil hot water. The exterior is in need of painting and a new roof. The valuation is effective the inspection date of 2/26/07. Upon consideration for the cost approach the subject dwelling would indicate a fair market value of.$ 177,993. round off to: $ 180,000. Market-Value Subject Dwelling ` Very yo (1 ADS:tk. �e NYSREGA # 460,00022831 MAR 15 2GJl William A. Toth, Builder 425 Jacobs Lane Southold, New York 11971 —� (516)807-8118 Fax(631)765-9508 , PROPOSAL March 10, 2007 Anderson Fisheries 1240 Love Lane Mattituck, New York RE: New Roof For the sum of $8,500.00, the following labor will be provided: 1. Remove existing roof materials and framing and remove waste from the premises. 2. Shingle roof and sidewall complete as per the plans. JiOV4 T. TE RRY P.0 nox 1174 TOWN CLERK' S(Iuilml(l. r4c\v ItEGISFRAR OF MAI.STATI511CS Fox (5 101 765-181 MARRIAOF OFFICI:-R Tdcphonc 0161 RECORDS Mi'MCEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS, TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under We Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" FD P(93) ) , and "Certificate of Compliance f(,Jr Develc,'pmen t in Special Flood Hazard Area (C/C(93)] G- 0 E-F,.r TOWN OF SOLIPiOp__ Au�i"th T. terry Southold Town Clerk August 25, 1993 •1 • , ' APPLICATION ,Y f PAGE I of 4 TOWN OF SOUTHOLD FL00DPLA..IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and si�nl L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable Inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) "", f DATE y !� "/SECTION 2; PROPOSED DEVELOP.{LENT (Tr�,•�c completed by APPLICAN'n NAME ADDRESS TELEPHONE AP P LI CANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily idcatify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the uearest intcrsccting road or well-known landmark A skctcb attached to this application showing the proicct location would be helpful. FDP(93) APPLICATION PAGE2OF4 I � DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) O Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ YCS) ❑ Relocation O Combined Usc (Residential & Commercial) O DemdGtioti , P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading Cl Excavation (Except for Structural Development Checked Above) D Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) D Roast, Street or Bridge Construction } / ❑ Suf�•vision (New or Expaasioo) / / ❑ [dual Water or Scwcr Systcm �l G Other (Please Specify) Aftcr completing SECTION 2, APPL[CAN[ should submit form to Local Administrator for rcvdcw. • SECTION 3: F w O D Pal W D ETE M f N TI O N (To be c,mpictce] by LOCAL AI)NU STRATOR) The proposcd dcvclopmcnt is located on FM-M Partcl No. . Dated - The Proposed Development: O'Is located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAiN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Sp,-dal Flood Hazard Area. FIRM zone designation is too-Year flood elevation at the site is:" ' Ft. NGVD (MSL) ❑ Unavailable ❑ The, proposcd dcvclopmcnt is located to a floodway. FBFM Pancl No. Dated ❑ Scc Sruion d for additional iostructioos. SIGNED DATE APPLICATION 4 PAGE 3 OF 4 SECTION ^ ADDfTIQNAL INFORMATION REQUIRED fTo he completed by LOCAL ADMINIST RATOR l The applicant must submit the documents checked below before the application can be processed: ❑ A silo plan showing the location of all cxisling structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), typal of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also Cl Subdivision or other development plans(If the subdivision or other development exceeds50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or laadform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL)- ❑ Floodprooftng protection Ic Ft.NGVDMSL . Forvcl (non-residential only) � floodproofcd structures, %Ipplicant must attach certification from rn.&ered engineer or architect. / ❑ Certification from a-registercd engineer that the proposed activity in a regulatory [loodway will not result inany increase in the height of the 100-year flood. A copy of all data and calculations supporting this ('trading must also be submitted. ❑ Other. SECTIONS PERMIT DETERMINATION fTo be completed by LNAL ADMINISTRATQ__R1 I have determined that the proposed activity. A- O Is B. O is not in conformance with provisions of Local Law , 1-9_• The permit Ls issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, (be Local Administrator may issue a Devclopmcot Permit upon payment of designated (ee. If BQX B is chcckcd, the Local Administrator will provide a written surnmary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. • APPLICATION P PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Ycs O No Hearing date: Appeals --- Ne Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitled by APPLICANT before Certificalc of Compliance is issued The following information must be provided for project structures. This section must be completed,by a registered professioga] engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest poor, including basement rn Coastal High Hazard A-reas bottom of lowest structural member of the. lowest poor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGYD (MSL). NOT' Any work performed prior to submittal/of the above information is at the risk;'f the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage, prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL kQNjjNISTRAT R Certificate of Compliance issued: DATE: BY: M, 1 1 I � Attachment B SAMPLE CERTIF/ CATE �F COMPLIANCE Hazard Area For Development in a Special Flood i s 'r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE, FOR DEVELOPMENT IN A SPECIAL FLOOD HAjARD AREA (OWI� x'R MUST R-ETA.IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) ' o��pF SO(/Tyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 yOwl BUILDING DEPARTMENT TOWN OF SOUTHOLD February 4, 2009 LI Sound Oyster LLC 781 Mill Road Riverhead, NY 11901 ILho p � - RE: 1240 Love Lane, Mattituck TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. �r A fee of$25.00 Final Health Department approval. ke C Plumbers solder certificate (all permits involving plumbin /84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 32865-Z i Andersen. Andersen Windows -Abbreviated Quote Report Andersen Project Name: Anderson Fisheries Quote#: 000866 Print Date: 03/07/2007 Quote Date: 03/07/2007 iQ Version: ig7.0 Page 1 Of 2 Dealer: RIVERHEAD BUILDING SUPPLY Customer: 74500 ROUTE 25 Billing GREENPORT, NEW YORK 11944 Address: 1 800 378 3650 Phone: Fax: Sales Rep: CHARLIE NICK Contact: Item Qty Item Size(Operation) Location Unit Price Ext. Price r 0001 2 CX135-CX135-CX135(L-L-L) $ 970.01 $ 1940.02 RO Size=7' 11 1/4"W x 3'5 3/8"H Unit Size=7'10 3/4"W x 3'4 13/16"H Composite Unit,White/Clear Pine, High Performance Low-E4 Glass,Removable Interior Grille, Mulling Location: Dealer, Mull Type: Narrow Mull, Mull Priority:Vertical Grille, Interior, Removable,White/Maple,Tall Fractional, 3 lites,3/4", Roman Ogee Insect Screen, White Hardware Pack, PSC,Andersen Classic Series-White _ 0002 4 TW2446(AA) $ 306.99 $ 1227.96 ROSize=2'61/8"Wx4'87/8"H Unit Size=2'5 5/8"Wx4'8 7/8"H Unit, Equal Sash, White/Clear Pine, High Performance Low-E4 Glass(Each Sash) Grille, Equal Sash,Vertical Bar, Interior, Removable,White/Maple,3/4", Roman Ogee Insect Screen,White 0003 2 TW2042-TW2852-TW2042(AA-AA-AA) $ 983.62 $ 1,QF7_9A - - 1 _— RO Size=7'1 5/8"W x 5'4 7/8"H Unit Size=7'1 1/8"W x 5'4 7/8"H Composite Unit,White/Clear Pine, High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom Glass, Removable Interior Grille Top/Bottom*Removable Interior Grille Top/Bottom*Removable Interior Grille Top/Bottom, Mulling Location: Dealer, Mull Type: Narrow Mull, Mull Priority:Vertical Grille, Equal Sash,Vertical Bar, Interior, Removable,White/Maple,3/4", Roman Ogee Insect Screen,White Insect Screen,White MAR 15 2U T *High Performance Low-E4 glass will be available as a running change on Andersen Architectural Specialty Windows. See order acknowledgement to verify glass type. Andersen. Andersen Windows -Abbreviated Quote Report Andersen. Project Name: Anderson Fisheries Quote#: 000866 Print Date: 03/07/2007 Quote Date: 03/07/2007 iQ Version: ig7.0 Page 2 Of 2 «,s" Dealer: RIVERHEAD BUILDING SUPPLY Customer: 74500 ROUTE 25 Billing GREENPORT, NEW YORK 11944 Address: 1 800 378 3650 Phone: Fax: Sales Rep: CHARLIE NICK Contact: Item Qty Item Size(Operation) Location Unit Price Ext. Price Subtotal $ 5,135,22 Total Load Factor Tax(0.000%) $ 0.00 Customer Signature 3.350 Grand Total Is 5,135.22 Dealer Signature **All graphics viewed from the exterior Project Comments: Pricing based on Andersen factory order. 4 week lead time required. Order may not be changed or cancelled. *High Performance Low-E4 glass will be available as a running change on Andersen Architectural Specialty Windows. See order acknowledgement to verify glass type. WARNING: It is tL violation of the law for any person - MAILING 5 G N_ _-- - - unless acting under the direct supervision of a licensed architect, to alter any item BUILDING DEPARTMENT NOTES The entire work shall be accuretey framed,plumb, level and true well spiked The sort c kor shall k pthe con c�ion area free accumu agon�{all WOOD FRAME CONSTRUCTION MANUAL in any way bearing the seal of an architect. Ocxtupan Group DESIGN LOADS and nailed and anchored together to form a rigid structure and to insure even waste maeinalg or rubish cau y hi o too s. t thq completion he ANSI/AF&PA 2OO EDITION Roof settlement and shrinkage throughout. shall rer}��I�his waste materjal�an fubbis t�e ppremise$and site s If an alteration is made,the altering well as8 its too construction equipment�n su lOs rliatenals and s�all live load 35•0 PSf All materials shall be Installed in strict conformance with all manufacturer's clean all glaiss surfaces and leave the work"broom�tean BuikIft Element Number and Type of Spacing of architect shall affix to his item the seal 7 dead load specifications and/or instructions. Hab' ble amQas hall b rovid n tural ventilation and natural light as per Fastener Fist sners " " the Peesidendiai C e o Your c bptate. and the notation Altered bv: followed by unit weight of rafters 2.5 psi e o ew Resecure andp�ope ROOF FRAMING his signature,the date of such alteration, that may be riY support all existing framing and all other construction All habitableh s sf� l allow br ere en re wlt)m an p�nlr�q the and a specific description of the alteration. y aflected by new construction. xte s t ocaa bur��sng departmenttUrnf rthe�2esidentiel C.odB of Rafter to top plate(Toe nailed) 'Simpson"HT per rafter Surd Floor IVew�oiic Sl�tate. — sshingles 1.0 Damaged rotted,or otherwise unsound existing framing to be replaced. Ceilingjoist to top plate(Toe-nailed) 3-8d Common per joist live bed 40.0 pef total load , Asf General Contractor to oonsutt with Architect prior to removal or replacement of Finished roolflng shall comply with the minimum standards of the Residential Ceiling joist to parapet rafter(Face-nailed) 5-16d Common each lap Construction Class dead bad any exxsbng framing for written approval. Code of NewYork State. Ceiling joist laps over partitions(Face-nailed 16d Common each lap Building Type New TYPE VBI unit weight d joists 2.5 psf Provide and install ah fire stopping,cats, blocking,etc.,at exterior walls and All netraticons through new or existing roof shall be prop" Collar tie to rafter Face-nailed 8-10d Common each end_ Pe 9 9 P party flashed and ( ) 1. All work shall comply with N.Y.Stag Uniform Fire Prevention unit weight of floor 2.5 psf bearing walls as required by code and/or job conditions and in accordance counterflashred. with standard acceptable practice. Block➢ to Rafter(Toe-nailed) 2-8d each end and Building Code(IBC)and NFPA 101 (code for Safety and Life front total bad 45.0 psi Provide new aluminum flashingwhere new constriction Dins existing Rim Board m Rafter(End-nailed) 2-16d each end Fire in Buildings and Structures latest edition.) The Contractor shall ke ep the construction area free from debris and rubbish ;cel • l g General Notes throughout construction.At the completion of the project Contractor shall (Typical).SD =Interconnected and hard wined combination smoke alarm mmovs all debris,waste materials,and toots from the site,and leave the O /carbon monoxide alarm as p®r'Res3identlal Code of NYS' Contractor shall obtain all required approvals permits,certificates of occupancy, completed project in'broom dean'condition. New aluminum gutters and leaders to match existing as per General WALL FRAMING Contractor's iconstruction contract. inadectiora approval,etc.for worts performed 1'roxn agencies having jurisdiction Top plate to top plate(Face-nailed) 2-16d' per foot (IBC)Section R317 and NFPA 72. thereof The ArCN%d has not been retained for any construction administration Top plates at Intersections(Face-mailed) 4-16d joints-each side services, including but not limited to site visits. Provide metail drip flashing over ON windows grid doors as required. Stud to stud(Face-nailed) 2-t6d 24"o.c. 2• ti:A Contractor shad maintain coverage for all Insurances,bonds,etc.as required by Jew and by the owner. The Architect is not responsible for the legalization of any existing structures - Header to header(Face-nailed) 16d 16"o.c.along edges 3. on the subject property. Facias to math existing unless otherwise noted- Top or bottom plate to stud (End-mailed) 2-16d per 2x4 stud • The contractor shell provide all safeguards as required to produce injury to. 3-16d per 2x6 stud owners end contractors personnel,and to all other persons at the constriction No changes to these drawings nor to any work on this project may be made All electrical woork to conform with the National Electric Code and the New 4-16d per 2x6 stud 4. Fire stop vertical spaces in walls anid partitions at Po"level, site. without the written approval of the Architect. York State Coode. ceiling, and all furred spaces not to,exceed 10 feet horizontal Contractors shall exercise good judgment to minimize damage to adjacent and All new window and door openings over 5'0"shall have studs tripled on jambs. Contractor to provide for all electrical connections, lighting, and power Bottom plate to floor joist, band joist,end and vertical existing property. The inner two studs shall be cut to receive the lintel or header over the opening circuits, breakeers,etc., and related work for equipment pertaining to work joist or blocking (Face-nailed) 2-16d" per foot 5. Plastic materials shall conform to thie'Residential and shall extend in one piece from lintel or header to bearing below. The outer under this conttract. FLOOR FRAMING All areas damaged due to new construction shall be restored to their original stud shall run in one piece from sill to top plates. Code of NYS'(IBC)Section R318 comdttior:• Contractor to provide for relocation and/or removal of all existing electrical Joist to sip,top plate or girder(Toe-palled) 4-8d per joist No stud shall be cut to receive piping larger than 1 -Y:"in diameter.If the outlets,switchfes, fixtures,eic.,as required to accommodate new i to joist(Toe-nailed) 2-8d each end 6. /a Each trade shah familiarize themselves with the Intent of these plans and ' runni of g coordinate their work with other trades. for n9 PIPS requires the cuffing of plates, proper provision shall be made construction. tying together and supporting all structural members affected by such Bridging cutting as per Code. All existing Blocking to joist(Toe-nailed) 2-8d each end 7. electrical installation shall comply with the'Residential All work and material srtmah be guaranteed for a minimum period d are(1)year construction guiipment to be removed and/or relocated as required for Blocking to sill or top plate(Toe-nailed) 3-16d each block Code of NYS'(IBC)Part VIII from date of acceptance by owner. The cuttingof joists to facilitate the installation of piping will only be permitted Ledger strip to beam(Face-nailed) 3-16d each joist with the bvmnn limitations; 8. Occupied space shall have a m'nlmmum height conforming to Drawings and specifications as instruments d service are and shop remain the g All lighting nil receptacle circuits in toilet room and other wet areas to be on ,)Dist pre ledger to beam(foe-mallard) 3-8d per joist top and y Band joist to joist(End-nailed) 3-16d per joist the'Residential Code d NYS' IBC)Section R305 or not. d afire not�to be whether or�a other ojeds for which�exb�a�extensions to b fl�is t executed it the notching of top or bottom edge of'Dist in the middle third of its span All switches anrd dimmer controls to be mounted 48"above flnlshed floor, •1 ate (Toe-nailed) 2-16d' foot ( ) rry edges of joists may be notched not to exceed 2"except 9. Nonhabitable spaces will be ventilaited by natural or mechanical except by agreement in writing and with appropriate compensation to the will not be permitted•NOTC M T J�'c p E A M^H u r,it E.ce m o r N oAr i o s, unless otherwisse noted on plans. Band joist to sit or top plate ( led) per h�sc� ROOF SHEATHING ventilation conforming to the'Residierhtial Building Code NY (IBC) if c of a floor Dist more than 2"is found necessary,a header the full All window dasiignationa are Andersen 400 Seises with hi h performance Structural panels Section R303. The minimum operaable area of the opening for ventilation Licensed surveyor to stake out house and perform foundation survey 1 j support the end of the joists.dep'h o the beam shall be cut in to su gg shall conform to the'Residential Building Code of NYS' (IBC)Section j glazing, 'Permat-Clean'insect screens b osmsnutgcturses standard hardware. , R303. The work under this contract shell consist of all labor,installation,materials and Final selection cof all windows and accessories as per contract specifications• Interior and 4 perimeter edge zones 8d 12 o.c. 10. FIRE RESISTANCE RATING RE©UIREMENTS FOR BUILDING ELEMENTSspecifiedatraiinrequra conditions at work s°I�on to drawings Where pipes must Pass through joists, holes shall be drilled to receive the Ines Th Gable endwall rake and rake truss Sd 4"o.c. pipes. a dlemeter d such holes shall not be more than'/:"greater than Irrespective of ffinal selected window manufacturer,all exterior windows and Building Element Fire Resistance Rating(Hours) the outside diameter o/the pipe.All drilling of holes should be through the doors shall be diesigned to resist the design wind loads sped in Table Diagonal board sheathing All work shall oontorrn to the residential code of New York State,latest edition and neutral axis or centerline of beam where possible. R301.2(2)adjuast for height and exposure per Table R301.2�(3)of the 1x6 or 1x8 2-8d per support 0 all other local codes and agermcies having jurisdiction. Residential Coolie of New York State. Flo^' All shah be 1 x10 or wider 3-8d per support crosatxidged with slid bridging and/or O.C. x d bridging CEILING SHEATHING Rod 0 as indicated at mid-span or intervals not to exceed 8'0" .C.and securely Off;,r structural elements 0 Waited at each end. Bridging shall not be nailed until after partitions are in » 11. Ui.,form distributed and comoentsrated live loads shall be the loads ph". Provide solid bridging between:joists over girders and plates of Gypsum wallboard 5d coolers T'edge/ 10 field lY Notify ill oorporetions,a"nt p owners,utility companies endlor kacal e partitions. Metal bridging straps may be substituted and installed produced by the intended occupaincy and use, but in no case less than authorttles owning conduit,wires, r other utilities running to or on the ly• WALL SHEATHING the minimum live bed in conformitty with the'Residential Building Code or In the areas affected try is construction and/or otherwise regk�irad by �P�Y Structural panels Sd 12'o.c. of NYS'(IBC)Section R301 u'a Town or Local ag�'�havingNri having ed� flMty•Cap all abandoned u lines in Any structural steel shall be ASTM A-36 in accordance with all AISC Rreboard panels accordance with the Instructions from utility companies or local akdhortties having apecfAcalions(design,fabrication,and erection). Minimum loads for occupences anr jurisdiction.d uses not included in the table shall 7/16" 6d 3"edge/6'field be in conformity with generally acccepted engineering standards. The General Contractor shall be solely responsible for providing all site and safety a pipe ken tatty columns to be securely hotted,leveled with steel shims 25132' 8d 3'edge/6'field red Packed tight with non-shrink grout. protection(fencing,barters,etc.)durinoonstruction in accordance with all Gypsum wallboard 5d coolers 7"edge/10"field Minimum snow bads shall be in coWormity with the'Residential �cos ordinances ol (toC� )to P�����y of the Provide new wood(headers minimum 0 2"x 8"at interior walls Diagonal board sheathing Building Code of NYS'(IBC)Secticon R301 and shall be applied ng (non-bearing)and 2 2"x 10'at 2"x4 framed)exterior and interior bearing walls with said bearing stud supports at all new windows,doors,and 1 x6 or 1x8 2-8d per support normal to the roof surface. The General Contractor shall notify the Architect If any discrepancy occurs Opening as may be Minimum wind loads shall be in cxrnformity with the'Resklerttial Code of between actual field conditions and drawings.The General contractor shall Y required by existing conditions and new construction 1 x10 or wider 3-8d per support rig �Y unless otherwise shown or noted.Contractor too all framedopenings, FLOOR SHEATHING all dimensions end conditions In titre field prior to construction. header and other framing member sizes,before verify an winws o Structural panels NYS'(IBC)Section R301 and shah)be applied normal to the roof surface. doors. ^9 Y Do not scale drawings.Written dimensions oorfim,�bv field conditions take _ TABLE 301.4: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS precedence.9 discrepancy arises based on Held pions consult with ,"or less 1 d 6'edge/ 12'field Architect's office before proceeding with work or ordering materials. All plywood sheathing shall be exterior grade C-D exterior,type I exposure. greater than 1' 10d 6'edge/6'field Tra (in pounds per square lfoot) APA amnudural(ggrade Ste mped)unless otherwise indicated. Exposed -- Haspel Any item of work rmeoessary for proper completion of oorhstrauction,which is not plywood soffits shall be A-C Di board sheathing _ Use Live Load spedficaly covered on the drawings or in the specifications,shah be considered grade exterior,Type I. 1x�6 or 1x8 2-8d per support an implied condition of the work and shall be performed In a manner deemed good Joist hangers,hold down clips,etc.,shall be Sim Prax3ice o f the trance involved or P Simpson Strong-Tie Co., Inc., Exterior balconies 610 equal(secured with annular nails,etc., as per manufacturer's - 1 x10 a wider 3-� Pei support ArchitectP- C- Deckssia���.)for aN flush stnx:tural connections, Provide saddle-bee4(0 The General Contractor shah be responsble fox army and all demolition, heavy duty beam ha as ng, disposal d etc.,shall be stainless steel. Provide welded steel connections connectors, for fasteners, I 1 m Fire sacs 4i0 excavation,carti refuse end the legal d' I same�required to allow for and removal of all renew construction debris from the site. framingha 1 P er vehicle s 5�0 hangers,etc.at steel beams,columns,etc. IValll(Ig f@gUlr@m@ntS are DaSed On wall Srleai�Iing nall@0�•' On-Can era T�le Attics without storage 110 The Architect Sheol not be responsible for the performance or the work of the All wood framing shah be constructed and installed as per"National Design panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain Attics with storage 2t0 General Contractor,Owner or any other subcontractors nor shall he guarantee Standards for Wood o Construction", latest edition. Must be one of the structural Rooms other than sleeping rom 410 their per "OWa^ce• Approved High Wind Standards higher shear capacities, nailing requirements ements for struc urs members shall be doubled, or alternate connector=, such as shear plates shall be used to Sleeping rooms 30 The Architect shaft not be responsible for any changes to this project made by maintain the load path. r5 4i0 owner,General Contractor or any subcontractor or material der unless All structural wood)'asts,rafters, headers and girders, unless otherwise property authorized,in writing,by the Architect. noted,shall be minimum Douglas Flr-Laroh No.2 or better, base design 2 �nUOUS over connected members, the tabulated Guardrails and handrails 2t00 minimum Fb 1050 PSI and all wood studs shall be min. hem fir No. 2 or TABLE 301.5: MINIMUM ROOF LIVE LOADS IN POUNDS FORCE PER SQUARE better with base design minimum Fb 8W PSI; FV=75 PSI; Fc(perp)= When wall sheathing is continuous The Architect shall not have control over or charge of and shall not be 1,250 PSI; E= 1,300,000 PSI see plans for any additional notes and f.UmFJer of nails sr,all hg permitted to be reduced to 1-16d nail per foot. FOOT OF HORIZONTAL PROJECTION loaded area responsible for metes meltmods,techniques sequences or requirements in uarrye feet for an procedures or for safety precautions and programs in connection with the work ) structural member y since these are solely a General Con responsibility under the General Double framing around all openings unless otherwise noted. 0 to 201 to Over Contractor's construction contract Fasteners for asphalt shingles shall be galvanized steel, stainless Rod slope 600 No changes to these drawings not to err work on this project may be made All beams bearing on steel shall have a minimum bearing of 2", without obtaining the written approval of tl,e �• All lumber shall be props seasoned and steel, aluminum or copper roofing nails, minimum 12 gage shank with P��i«:�^��and location: Flat or rise less than 4 inches per foot(1:3) 20 1s 12 property hall be new unless otherwise a minimum 3/8-inch diameter head, ASTM F 1667, of a length to t� approved by the Architect.All lumber shall be free from knots,shakes, rot, �, 115 o ry The Ard*ed shall not be responsible for the General Contractor's schedules fungus,or other defects. penetrate through the roofing materials and a minimum of 3,4 inch in Rise 4 inches r foot 1:3 to less than 12 or hOu e to�y out Ow m�In nce with the oontrad documents.The A I new rod to the roof sheathing. Where the roof sheathing is less than 3/4 inch 12 4 t,o E tuft N E per ( ) 16 14 12 A��shall not have control over or chargeof acts or omissions of the joists, headers and owners and other horizontal wood inches per foot(1:1) General Contractor,subcontractors or their agents or employees,or of any rrhembers shhall be set with the crown edge upward. pt3 g g• MI f�T 1- I T U G t I`�,Y, r foot 1:1 and greater Dither persons performing portions;d the work. thick, the fasteners shall netrate throu h the sheathin Fasteners Rise 12 inchesper ( ) 9 12 12 12 shall comply with ASTM F 1667. Asphalt shingles shall have the minimum number of fasteners �A�1ENnM�NT �� EXIST, F�r)M IT 12. Required"Emergency Escape amd Rescue Openings"and "Exits"shall conform to the'Residentiial code Of NYS' (IBC) required by the manufacturer. Asphalt shingles shall be secure o Section R310 and R311 the roof with not less than six fasteners per strip shingle (Due to 120 mph basic wind speed). CONSTRUCTION DOCUMENT DATE DESIGN CRITERIA AMERICAN FOREST AND PAPER;,ASSOCIATION(AF&PA)WOOD # REVISIO\S AT FRAME CONSTRUCTION MANUAL.FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM)190 HIGH WIND EDITION •air--. - --- s , y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND SUBJECT TO DAMAGE FROM FLOOD ICE SHIELD GROUND SEISMIC WINTER UNDERLAY- HAZARDS SNOW DESIGN FROST LINE DESIGN MENT I OAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 1 PSF 120 MPH C 4 FT MODERATEMEAw sLikai{ IMODERATE 11 REQUIRED -- Copyright C Ira Haspel All Rights Reserved. draa:ng Title: 1 'O 1 �-5 , Tax neap no.: Phasc: drnwn by: lob Nc seal HDs 9c ��P 2 2008 u ��� �f P �;A scaly _ calk Uu c� 7�i 6�0� h,D,,.Orr-PT r, r) t y drawing no.: .3` 22 7 m O. WARMING: It is�violation of the law for any person, unless acting under the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. AIf an alteration is made, the altering LSO-o architect shall affix to his item the seal and the notation "Altered by:" followed by � 11 r 'r specific description of the alteration. O 'O 1 O (�-O 4!O -o and a speci his signature,the date of such alteration, 10 1.0 — I, _ — I�.� I10 .� -2-TW 3044:�g-'2r< bMWENO / I l o' ( 0 0 'Z. 2 xG"OR-CoNTr I -�--'fW3o_'(� - o*►H CTYv� _tYf��C�ti - 4-rcc,^Ttox1 i t rt4P i I' I 0000 _ I c C _6 lG"o•er CX� �iITGN1H ; Ex sT p,�t• ExIsT, V R, I V II I ': 1 i a I I � p I I ( ^7I G ^CCBSS 10 O I (L•V•v —CeNT (tr➢GE JEWt - �4IQ -P I 47GG I 'f' III II I N .�yUST I \ I I I =to '1 NoTSHow n i I 6 o a, J Q I N I ��• D 12M px, Fes. MIR00 Ml 6ATH rw 3e+4G ryv 2G3,A TW304G-77------;1— I I o� I��N. Ira Haspel oOVH o n �� � �,�5T r 0 O ArchitectP. C, r -a 4: ea. 1--1 OF, T`fPIGAL C0r1S7(zvcTl0h � / 2=r•�-2 RIDGE I ' %p 7HING1.tMATE 12 P4,YW D , 5 H FA7ING Project name and location: - UNFINISHE17 ����HpNG a*ctorz•R CIG"o,c. -5tjz so D@ 5-tbd, � / 12 p'Iii7 Porrvr S o Fflw am3i,E Gnp w o �TTiG I � - 41, � / y� >=O 15OFw IT I ' A0 l 0\/E Leh F �'►�l�l �jo0� v'�rtrera �o / � -- ---- Mf4TT i T O 016, W`ri '�IN1psoN t t JoiST. rt \ �O'GDX 'P61(wD SHFITHINC+ I;XtST, UNFINISHED � M17 \ }, ��4 STJDSLw 16"OtC, M�11�Nf)M�,NT .. ,X19T • g SIDING la mArcH F-XlsT P�mctw -- >�Fw14TTIC i "Ty vF r�crST, To('1%AT� r CONSTRUCTION DOCUMENT DATE \ ' , 3 j4 T c P�`rw� -Gw�< MAC O i #I REVISIONS A ;r IM^S'TT1 Sd- -S o f- -ImSrAW, PAR M 1 h It'I jp14t' �Arr�tY6vD CvNT• SOFFIT _ tN�F►r� 0 �' ewAThWG vEnT _r 3 FASr• Ax19T Soblp 13b141)46 r3r SLYwn. �E,dtTN►NG �' �P+ l•,(i, i %41rV G AYW p-GL uE s/NAI I, I - --- — _- 11/4,,?;1M JdIsT v GAV&S w /✓Ew //1/8 TdI-560,reries C/6 ro.c ��MPsoM GS Copyright ® Ira Haspel All Rights Reserved. 7'PInG 20 (;A. Srp P imG 5Tvp (TYP,) I'trl + AEI'+ sTuD dnwiryt tide A- ltod ea,sN� � - - 1<,x►sTr c�hwy .S�reE h'��M � nb , JOIST4 T3vv, I � 2,,A ttAT'E O�GT IO N --- �✓' Tax r nap no.: j Mime: i Or C,I� �� R ar..mt M ;>o rt n - -� seal ED A HASPPCyj� !/' p �� aealc date. W'( A-S, WIG/dl ���N pET�►� New Jo�ST dun PETAL, (2 New �WF- SECJ10 r� N W PROOF ! driving no.: 1►1 �h 010 jj �► Or G.0000 ar T ' ! II I - I I i r rL 1 L, 1__ r-i_ L L i - -r I - --�— T T_i .- - - -- - - l 1 l T T -1-L-r- I � I � I I . 1 _ . . I � I I I I i --' i I J 10 2 6 pII', II! 'jiiI \II.;l!!iI:II'I I'III I•'IlI IIIIII Ii II I IIIII IIIi l _!III I'iiIII iIIlI iII . II I!lII!I -iTi!II! I Ii l III IIl IlIl�Ii'Ir 1IIII`jI I• 11��Il!,IIlilI I�1 ;IIII'jf 1I 1IIIlIj I �lIi!lI�I�,. G.C.Tii w l�All: t,1 4. ' S0�.i„aR�..;• .•.���3�� '+�,✓��,I�r`J r , G eG r I j �U`_QJQzI � II I cr��Iti�IrI~� i I' �n�tFw- ' �vWWP - I l.! l I� Y ' N IZ T 0j T 1 O Z - _ L l wQ CD ZOUO W dp 0zOCCUPANCY \.Jr) I h I USE ISUNLAV> :LJ( Il I I WITHOUT& TIFICATF UPANCy Z co o GRADE Ww Ill �T— CID .O 12 OZ MCO 13EZONT ELEVATION -0SCALE: I /41 = I L Arc VED p.3 a,cO I -r us , - 11' l 1T C-2 8 A THE CIO Ol Of"�. FF &aF. MUST4 , L C N E COMPLET:. L CO�iSTRICTi, 1 SNHEL I,cET THE z _ _ , Nv0 of UIRE NTS3 . V H 1 YrK "ATE. ��I ��� oNslrLR_ FOR OSTRUG! lN S A E N O auiF: A1 S TH D OR CONSTRUCTION ER RS. iE.h F `c NEWYO l W 4 . 03?2 VAl`lNG � .+ GRADE co°UNDERWRERS CERTIFICATE L- —/- ZIGHT SIDE ff- LLP-VATION REQUIRED N '-O"SCALE: 1 /4 1 uifxl�>— (1%4j C111" FLOOD ZONN _ COMPLY WITH C` TER"46° FLOOD EVENTION `3OUTHOLD 1; "ODE. o 1 �F- 1 Ij I cr 10 lz 0 I ! 9 z :- l0 , > a _J 1!2 z : 1u 1co z! II II II -L-i t I Y—LY-T - L-L -IT z 101 : ' � Y J, t--J 1-7 L L,-L7 —1- 1-7 7-1 -- i . -� 11 - I . I — -,--T , -,-,- . I I 1 0 z! L-J U) 'i. A, I I T- 7 - wlj I-- 1 � u d I 0 z 64 --i L L L I--L- T i I L 1 7- " I I I ', i I i I I � I I I I I I _- - --_ co 0 Lo l i i i l I I � I ; I Z w d O LU co IL------__j T- T Z C) C) Z dl — oo, IN w z GfA[)f- LU z REAR ELEVATION w 0 SCALE: 114" 1 '-011 U- 0 z U 0 P-4 All; GE 49 LU LU OP' co OFESS1101A LL 0 C) P- C14 C14 tu LL. 0 ILI E i I I I _,_�T-�� � X' 'I Po 10 � i�� i C-) -Z L0 Z CL loo < LU Di '(J) j �o; ; m ii ----------- la wi C), I.- 0 zi 8'-4 112" 2 P-I 1" 6-4 112" 4:'5TRU TUAL STEEL POST CC) 2 X 2-X,RPURED CONC. FOOTING Lo EX151TING 3-2"X GIRDER C) i rl, w IT EXISTING L U25 POST 0') co (o C) < Z C) 0 c) ffOU N DATI ON FLAN z SCALE: 1 /4" = 1 '-011 PL� 032264-1 ;f0FESS10"A %, U- 0 C, 01( r- (Y) C14 lu IL- 0 I I j 1 !0 i 0 q Z I j � O I OT LL I � r 4O' I Z j - is � la - --- - - 1 - - 13'-1 1" — — - -- } ------- 13'-O 1/2" —-----------. _ .. w I joli� ollm� 1 _3" I I I li I - CX135 CX135 CX135 CXII35 CX135 CX135 I' 3'-5 1/2" - 3'-5 I/2" - ! ! I I SHED DORMER o' 0 Ile0 0, 0 � �,I �! 0 o � Im ! N °! IZ � x Q N N UNIFINISHED UNHEATED ATTIC N / C() to 2"X 4" POST T RIDGE Z a O (2) 1 3/4"X 1 4" LVL RIIDGE F N W I` tt '� � 2-2"X 4" POST TO RIDGE � W � � N � tCID 0 Q z 'd o luw ! j N ,} N N c M x x G CO �\ N 2"X 8" RR @ 1 6"OC; oj�� t N � ( "X�8" RR @ 16"OC� I I I i i TW2042 TW2 52 TW2042 TW2042 TW4 552 TW2042 1 I I i ...-I 9'-0 1/2" � 2 I'-I I" -- -- - - ----{I - - 9'-0 1/2" w z ! w l - ------ ------- --- - -- - -- - - - --- - - - 40' U z Of O A � z Lu EE- RO O f PLAN W y f.� W SCALE: 1 /4" = 1 '-0 0322 _ ?�FESSId'�*� U a0 LL 0 a N LL Q RIDGE VENT ! 1 i PROVIDE U5P R5 I G-R 2 1 " CONNECTOR (2) 1 3/4" X 1 4" LVL RIDGE 3/4" CDX PLYWOO10 D 2 X 1 2 RIDGE 0 2-2" X G" TOP PLATE ASPHALT SHINGLES 12 h w 00 C) iz 2�I X 5" RR I G'�OC 7 �' jM '� is /Oozi ;LLJ � Q lohllo' ! m 1 ! 2" X 1 O" CT BOLT RR W/ 2 2 i i CARRIAGE_BOLTS-_I "OC------- -- ------�-- --- I I ' j j -- 'o 1 li \3-211 X 811 HEADER OVER Q� I X 8" FACIA BOARD WINDOWi � J � ' 2" X G" DF STUD WALL @ I G"OC ! im j ��2 l i; !I, O I VENTED SOFFIT I0 IZ -- _ %2" PLY-WOOD SHEATHING ! .�+ Ii' :I 2" X 4 POST TO RIDGE II 2-2 X 6 TOP PLATE �i Z MATCH SIDING TO EXISTINGfil U. it i ; • �1 iii - pjlVOj I; � _ p; - - j j ----- - - J SO Qj w `J j iE=- �i �� NFINISHED it U - Q � UNHEATED ATTIC ~ 00 PLY-WOOD 'SUB-FL. 0 � � I d o 2" X G" SHOE W.I.-80, 1 1 7/8" , 1 G" O.C.-SISTER TO EXISTING C.J. R- 19 INSULATION w d ~ w v `r - r- cM CO Q Z o O o ti 2-2" X OS O RIDGE Z d' Q r cM (O II II it (i ICI !i �' I EXISTING 2X4 WALL CONSTRUCTION PROVIDE 13 INSULATION "• I ii j EXISTING FINISHED FLOOR - , I i u II EX151TING 3-2 X 1 0u GIRDER Z GRADE O Z O O U- 4" STRUCTUAL STEEL POST � Q EXISTING FOUNDATION WALL i--I w Q� O 2' X 2' X I ' POURED CONC. FOOTING EXISTING FOOTING a� 1<411'',.iiiAIT s% J ui w � x s W 5EfCTION A- A 032264-1 A'WlFssM'4111 00 - - -- --- --... - ----- - N SCALE . 3/8' - I 1-011 it0 W 0 Q GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES 1.The information on this set of construction documents is to relate basic design 1.All walls, 2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material NAILING SCHEDULE ! intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir or better. ! for generally accepted good building practice and compliance with current New York TABLE 3.1, INCLUDING 3.3 AND 3.9 state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally JOINT DESCRIPTION N A IL QUALITY NAIL SPACING I j sound,and P weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless 'O P P ROOF FRAMING otherwise specified. RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER RAFTER Yn � I � IF- 2. General Contractor to coordinate all sub contractors, scheduling of work, and 10'-0" W ALL: 4-8d PER RAFTER Z I ! of interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8d PER JOIST 'O ! 0 10'-0" WALL: 4-8d PER JOIST lumber floor joists. CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP (� „w Z 3.The general contractor is responsible for ensuring that all work and construction CEILING JOIST LAPS OVER PARTITIONS FACE NAILED S E E TABLE 3.7 EACH LAP LL ! +- meets or exceeds current federal, state, and local codes,ordinances and regulations, 5. Floor construction:3/4"tongue and groove plywood subfloor. Finished material to be COLLAR TIE ro RAFTER FACE NAILED S E E TABLE 3.4 PER TIE U i O , ;LO O BLOCKING TO RAFTER TOE NAILED 2-8d EACH END W i, !Z i O etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. o ! ,F _ w U-,! Z RIM BOARD TO RAFTER END NAILED 2-16d EACH END Q , , and should be adhered to even if they are in variance with the plan. 00 ;Q 6.All window and door headers to be minimum(2)2xl0 unless otherwise specified. WALL FRAMING 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. TOP PLATE To TOP PLATE FACE NAILED 2-1 s d PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE STUD TO STUD FACE NAILED 2-16d 24" O/C 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. HEADER TO HEADER FACE NAILED 16 d 16" O/C ALONG EDGES ,w responsibility for construction coordinating with these plans, nor responsibility for TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 6 d PER 2X4 STUD `1 I _ I ; construction means, methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified. 3-16d PER 2 STUD 4-16d PER 2X8X8 STUD precautions and programs in connection with the work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST, specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. B A N D J O IS T, END JOIST, OR BLOCKING FACE NAILED 2-16 d ' - PER FOOT ! ! ! ! I FLOOR FRAMING 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with'/z'exterior grade plywood or JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST Z windows. All windows to be Andersen high performance quality or approved equal. 7116"OSB plywood, group 1,APA rated. Plywood to span over all plates and BRIDGING TO JOIST TOE NAILED 2-8d EACH END 0 I headers. BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK 7. Door and window headers to align unless otherwise noted. LEDGER STRIP TO BEAM FACE NAILED 3-1 6 d EACH JOIST 11. Provide insulation baffles at eave vents between rafters. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST I Y 8. General contractor is to ensure that masonry and prefabricated fireplace Z BAND JOIST TO JOIST END NAILED 3-16d PER JOIST <0 U' construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 6 d PER FOOT LL �' j F chimneys, projections,and penetrations as required by approved construction ROOF SHEATHING Q W' 9. General contractor to consult and coordinate with the owner and the plans for all practices. STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - 16" O/C - 6" AT PANEL Ci built in items such as bookcases, shelving, pantry,closets,etc. EDGES AND AT INTERMEDIATE SUPPORTS IN THE Z, I 13. General contractor to provide adequate attic ventilation and roof vents. 8 d PANEL FIELD < ! !. INTERIOR ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" j 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. F o R ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0.. ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL B E USED. CEILING SHEATHING GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD safety requirements. WALL SHEATHING 1. General contractor to review plans,elevations, and details to determine intended STRUCTURAL PANELS 8d 4' E D G E ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" � heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 equipment provide bracing to tie framing back together. 8d INTERIOR ZONE - 16' O/C - 6- AT PANEL EDGES AND 12" 2.All footings to rest on undisturbed soil. FIBERBOARD PANELS 7/16" 6d 3TEDGE /M ""INTERETE 6DFIELDSUPPORTS IN THE PANEL FIELD W GENERAL HVAC SYSTEM NOTES 25/32" 8d 3" EDGE / 6" FIELD W d" 3. Provide 1/"expansion joint material between all concrete slabs and abutting GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 1 0" FIELD M P g 8d 4' EDGE ZONE - 16" O/C - 6" AT PANEL EDGES AND 12" 0 r- (p concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety require vents. 4. Concrete on 4"sand or gravel fill minimum,with 6x6- 10/10 wire mesh reinforcing. TABLE 3"7 0 Interior slabs to be laced on 6 mil. stabilizedpolyethylene va or barrier. 2. HVAC subcontractor to full coordinate all system data and requirements with the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Q Z o P p equipment supplier. y y q 1995SBCHGHVI�II�DECMCNVVDMFFi4E WEATHERING SEVERE 0 o 5. Provide crawl space ventilation per local code requirements. 0CNS F4=CNMANUAL FROST LINE DEPTH 3'-0" Z ti 3. HVAC subcontractor to provide final system layout drawing and submit it to general RAF MSPACING 1T CYC TERMITE MODERATE TO HEAVY 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner, and equipment supplier for final review and approval. Q between all wood surfaces that are exposed to concrete or masonry surfaces. ROOF PrMH ROOF SPAN DECAY SLIGHT TO MODERATE 2 NEW-CODE 1 WINTER DESIGN TEMP. 11 7. Dampproof exterior of foundation with a bituminous coating as per code and soil ICE SHIELD UNDER- AS PER MANUFACTURER'S GENERAL WIND PROTECTION CONNECTION NOTES 3:12 11 1 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE conditions. Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 4:12 4 6 8 111 FLOOD HAZARDS and 1995 SBC High Wind Edition Wood Frame Construction 5.12 GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 7:12 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 1.A continuous load path between footings,foundations walls,floors, studs and roof 912 framing shall be provided. 1212 2.All interior walls to be covered with'/"gypsum board with metal corner reinforcing. Tape,float, and sand 3 coats). 2.Approved connectors, anchors and other fastening devices not included in the P ( ) TABLE 3.4 Standard Building Code,Table 2306.1 shall be installed in accordance with 1995 SBC HIGH WIND EDITION WOOD 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. FRAME CONSTRUCTION MANUAL W at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber RAFTER SPACING 16" O/C Z requires 2 layers of 5/8",fire rated gypsum board. 3. Metal plates,connectors, screws, bolts,and nails exposed directly to the weather or 120 mph FASTEST W INDSPEED subject to salt corrosion in costal areas, shall be stainless steel or hot dipped W W 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. ROOF ROOF NUMBER resistant gypsum board,or wall tile set on wonderboard or equal. PITCH SPAN (ft) OF NAILS Z 4.Where windows and doors interrupt wood structural panel sheathing and siding, 4:12 12 3 W DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 16 4 �,.� p studs, header studs,and at least one stud at each side of opening. 20 5 O 24 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf LL EXTERIOR BALCONIES 60 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 28 7 0 DECKS 40 ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 32 ATTICS WITHOUT STORAGE 30 of rafters. 36 - Z Z 5:12 12 3 ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. 16 4 W ROOMS (OTHER THAN SLEEPING ROOMS 40 W �; , �. SLEEPING ROOMS 30 7. Floor to floor hold-downs to be provided every 48,and every 16 within 4'of exterior 24 5 comers. / � ''s � � 5` P_� CRITERIA FOR CALCULATION OF DEAD LOAD 32 7 F I 9 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 36 7 cz �`' r w ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 6:12 12 3 2 minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 20 4 c�0 032264-1 SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 24 5 Alp GROUND SNOW LOAD 45 lbs. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 26 5 FESS10N spacing not exceeding 4 feet on center. 32 6 '' f SEISMIC 36 7 li 9 F: DESIGN CATEGORY B 7:12-12:12 12 2 4THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 16 3 WIND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 20 4 00 W IND SPEED m h 120 24 4 LL EXPOSURE CATEGORY g GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 5 p o GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 cv I l it ►' STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH"ECOND WIND GUSTS WINDOW AND DOOR SCHEDULE (MAXIMUM MEAN ROOF HEIGHT:351 7-7 51 { �- • �• II lid I O I MULTIPLE SECTION ASSEMBLY: 1/4" ' "• THICK BOLTS @ 2'OC TW 2042 TILT-W ASH IDBL HUNG 3.38 5.79 10 FOUR 25.9 -28.1 30 ►= 1, I I 'n0 � A FOUR 24.7 -32.4 30 j w l I I0 g TW2852 E TILT-WASH IDBL HUNG 5.86 10.48 20 �- O CASEMENT 6.4 6.8 10 FOUR 25.9 -28.1 40 W I !Z I o ICI C CX135 FOUR 25.9 -28.1 30 'u) ;IL Q ';aol4 TW2446 TILT-WASH DBL HUNG 4.36 7.65 10 D II LIT i i f ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL I �* MUST HAVE DP UPGRADE KIT. � I CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B E MEETS NY STATE EGRESS REQUIREMENTS 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER COEFFICIENT FOR HABITABLE SPACE . TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE . CUSTOM GRILLES - SEE ELEVATIONS Ia � I IIU OVEABLE 5/8" WOOD STRUCTURAL PANELS IQI �I I' I� WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REM LL� � �� IF-� O LU �Q WITH MAXIMUM OF 8'-0" SPAN . FASTENERS FOR SPANS TUP TO ABLE 3,01,,.2 SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16 O/C , FASTENER - #8 AT 12 O/ fY' dI < FOR SPANS UP TO 8 -0 SHALL BE 2 1/2 Z m <tr ALL NARROLINE WINDOWS DOWS MUST USE : SILL STOPS TOTAL A 1 -1 /4" 1/2" HEIGHT SILL STOP (OR STOOL) ) AND OF A S EC AHE ADDITION OL SASH F A 2LIFT INCDLUDED WpITH DPDE LUPGRADE SILL STOP KIT.) HEIGHT AND REQUIRE THE INS 00 O `o a o Z r` t` LU cy) T � co 0 SHUTTER ASSEMBLY o 0 N.T.S. OZo FOR PANEL SPANS:0<4'-0"WIDE SPAN tom- TABLE 1609.1.4 Z ~ 23/32"APA SPAN-RATED 48l 24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED O STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#1Ox 1 Y2"(W/WASHERS)MACHINE BOLT @ 12 O.C. t ' REW TO MASONRYMINIMUM ATTACHED CAPACITY O 90 lbs. cn UTILIZING VIBRATION RESISTANTANCORS HAVING A W I— SHUTTER ASSEMBLY Z W N.T.S. FOR PANEL SPANS:4'-0"OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. Z NOTE ADDITIONS: �..� 0 O 2x4 STRONG-BACKS @ 24"OC LL —j ASSEMBLY: 0 'S:# 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL Z 1).PREASSEMBLE PLYWOOD TO 2x4 WOOD SCREW @ 12"O.C. (� Q ^ W ALTERNATIVE FOR OPENING PROTECTION Q, 0 O WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND TWO STORY BUILD NGSUM N PANELS EL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) leltr �• 0�� TABLE 1609.1.4 �C - r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Asa r air w w FASTENER SPACING INCHES PANEL SPAN < 2' 2'-0"< PANEL 4'-0"< PANEL 6'-0"< PANEL ? FASTENER TYPE 0" SPAN <4'-0" SPAN < 6'-0" SPAN < 8'-0" �� A 0322 12 9 �OFES LL V 2 1/2" #6 WOOD SCREWS 16 16 SIO £) O N 16 16 12 2 1/2" #8 WOOD SCREWS 16 ,I ~ A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF L,. HEIGHT OF 33'-0"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. i I i I I I � I I i II RIDGE - - j I �O RAFTER C/) 0 ' III O USP RS250 AT 21" Q p I j } Uiw iZ ILL5 : o �� i 'o w i ;Z ' Co r Q w , Q � I II � I A RAFTER/RIDGE/RAFTER WITH CT RAFTER KING STUDS ! "' RIDGE -- RAFTER STUD - - - I USP RT16 OR(2)RT7 -- -- , Q RAFTER -0 HEADER _ I TOP PLATE O TOP PLATE p Z' Y, USP RS250 AT 21 USP RT20 __ ___ ___ USP RT3 Q O' IU USP RS250 AT 18" I ' USP LS OR TMU IES WALL STUD USP RS250 AT 12" - L1 j WALL STUD -- - - -- O Ix O w l JACK STUDS O i Al RAFTER/RIDGE/RAFTER W/0CT B RAFTER/PLATE/STUD B `,RAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JACK oo O � z wv � w � Q � � -- QZo O o W ti Z POST J cy) USP CBE P.C.FOOTING 2ND.FLOOR WALL STUD -- > 2ND.FLOOR WALL STUD --- 1 ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD---- 2ND.FLOOR PLATE 2ND.FLOOR PLATE t� G .POST ANCHOR FOR COVERED PORCHES SUBFLOOR SUBFLOOR - - 1ST.FLOOR PLATE J 1ST.FLOOR PLATE - w RIM BOARD- RIM BOARD ---—-- {) SUBFLOOR SUBFLOOR— ~ Z USP KLFTA USP RS250 AT 36" USP RS250 AT 36" ---- USP RS250 AT 16" — U RIM BOARD RIM BOARD Z 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES DOUBLE SILL PLATE --- POST z DOUBLE SILL PLATE — --- USP MP6F 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL - -- {> FOUNDATION WALL USP PAU ._� /c' ,ti r� LL L-i i z ' P.C.FOOTING— =F� �l �.� � 'Y`��°�=���"� w Q 0322 A Q , Q A9af�sslo��� 1r V = D FLOOR TO FLOOR D FLOOR TO FLOOR - E STUD/PLATE/SILL - E STUD/PLATE PLATE/SILL I-- --- - -_- ----- - __ -_ ---------= --- --} ------ - - - - - -- - - - _ - - -_: - : - - LL --- G _-POST ANCHORS FOR DECKS - -- co ILL O c N