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HomeMy WebLinkAbout34517-Z 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. 34517 Z Date MARCH 19, 2009 Permission is hereby granted to: MYDON RESORTS, INC C/O MYRON GOLDSTEIN POBOX 89 GREENPORT,NY 11944 for . ADDITION/ALTERATION TO EXISTING RECREATION BLDG & 'OFF;ICE BLDG PER APPROVED PLANS -AS APPLIED FOR. TWO CO- S REQUIRED. at premises located at 64500 CR 48 GREENPORT County ,Tax Map No. 473889 Section 040 Block 0003 Lot; No. 005 pursuant to application.dated FEBRUARY 11, 2009 and approved by the Building Inspector to expire on SEPTEMBER- 19, 2010 . Fee $ 500 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS G FOUNDATION(1ST) y 6 FOUNDATION(2ND) z 0 ROUGH FRAMING& y PLUMBING � x INSULATION PER N.Y. H STATE ENERGY CODE of FINAL ADDITIONAL COMMENTS c\ O m o � 1 b y °z x y x tC m b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING]DEPARTMENT Do you have or need the following,before applying? TOWN HAY.L Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 a Survey SoutholdTown.NorthFork.net PERMIT NO. pJV-V 7 Check Septic Form N.Y.S.D.E.C. Trustees -2/!7 20� Flood Permit Examined , Storm-Water Assessment Form Contact: Approved -,—Fllf ,20-:!!/ Mail to: Disapproved a/c Phone: Expiration ,20/0 DBuilding Inspector FEB 1 2009kP TION FOR BUILDING PERMIT Date (,Z La , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHDLD .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 regulati , and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli or name,if a corporation) 90 6a 9 3 ��T t c�� /f93r (Mailing address of applicant) State whether applicant is owner, lesse , agent, ;Dn gineer, general contractor, electrician, plumber or builder Name of owner of premises l'�/Z .F. /1/Ci (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. Loca 'o of land on whic posed work will done: � 0 v House Number Street Hamlet County Tax Map No. 1.000 Section 4 © Block © _Lot (�_ Subdivision Filed Map No. Lot I 2. State existing use and occupancy of prem and intended use and occupancyte proposed4onstruction: a. Existing use and occupancy �Yf �/�r(/�t/17,S C Z5 G r G 11A.,v s72� b. Intended use and occupancy 3. Nature.of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing.this application) 5.. If dwelling, number of dwelling units Number of dwelling units on each floor ]f garage, number of cars SEA PLC 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories V,.8 Dimensions of same structure with alterations or additions: Front: 1 Rear#S Depth Height Nu'mbbr of iorisl ?!$ !t 8. Dimensions of entire new construction: Front Rear + ---DepthM-� Number of Stories Height s-17T 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fortner Owner 11. Zone or use district in which premises are situated 99 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY 13. Will lot be re-graded? YES /ENO Will excess fill be removed from premises? YES NO rj- 14. Names of Owner of premises /�( Oo.✓ 4fGlr Address Phone No. 7 Name of Architect Address Phone No ?3 Name of Contractor Address Phone No. 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 MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ��p SS: COUNT OFf)U�YC �jC�� �IW OIIC T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the L' No�ryPublic o 0113U6185050 W York ractor ent Corporate Officer, etc. in Suffolk oun ty (Co A g ) qualified ie Expires April 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 thi day of LtOti 200 Notary Public Signature o plicant day Town of Southold o g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 1 1AD PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Poe � 03 QS STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOIIK. ------------- Item Number. (NOTE: A Check Mark(4)for each Question Is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(21 Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — El 3 Will this Project Require any Land Filling,Grading or Excavation wheie there is a change to the Natural i Existing Grade Involving more than 200.Cubic Yards of Material within any Parcel? lG 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100)feet of a Wetland or Beach? 6 Will there be Site�preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to a One Hundred(100')of Horizontal Distance? . 7 Will Driveways,Parking Areas or other Impervious Surfaces'be Sloped to Direct Stdrm-Water Run-Off / into and/or in the direction of a Town right-of-way? fL Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of, F-1 any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the.One Hundred(100)Year Fioodplain of any Watercourse.? NOTE:. If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ————————————————————=———-———————————————— . EXEMPTION: Yes No Does this project meet the minimum standards for classification as on Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control,Plan is NOT Requiredl — ----------------------------- STATE OF NEW YORK, Notary P NNIEState of New York n COUNTY OF s je �-Q-�- .......SS No..0lbU6185050 That I, m i sign E inirespp dlCl4n rPen u p '/ Go Commission xD /s-•K:.:.......C�CC. 2..�...................being duly sworn,deposes and says that he/she is the a plicantfo� nit, (Name of individual signing Document) And that he/she is the2.C. �7 �'T... (Owner, onC tractor,Agent;Corporate Officer,etc.) Owner and/or representative of the Owner of 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 herewith. Sworn to before me this; ..............................................day of.. ........Y ....... i P i Notary Public: ...... ..............:....................................................... ............. . ................... ............................. (Signatu of p icant) FORM - 06/07 V• 1 of P TO W D SL Southold, N.Y. 11971 HENRY E. RAYNOR. Jr.. Chairman TELEPHONE RR� Riid 765-1938 JAMES WALL BE 'NETT ORLOWSKI,Jr. GEORGE RITCHIE LATHAM. Jr. William F. Mullen, Jr. i May 1, 1981 Mr. Richard Wilton E.L.I. K.O.A. North 'Road Greenport, New York 11944 Dear Mr. Wilton: The following action was taken by the . Southold Town Planning Board at a regular meeting held April 27, 1981. RESOLVED to approve the amendment to. the site plan of Eastern Long. Island K. O. A.', as requested by Richard Wilton, to include an additional building to be used for recreational purposes. Yours truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Muriel Tolman, Secretary i Suffolk County Department of Health Services Bureau of Public Health Protection PERMIT To Operate a Campground This is to certify that Myron & Donna Goldstein -tli'e;operator of EASTERN LONG ISLAND KAMPGROUND at 690 QUEEN STREET GREENPORT,'NY 11944- Located in the VILLAGE of GREENPORT in SUFFOLK County is.granted permission to operate Said establishment incompliance with the provisions of Subpart 7-3 of the State Sanitary.:Code and under the following condition (1) This permit is granted subject to any and all applicable State,Local,and Municipal Laws, Ordinances,Codes,Rules and Regulations. (2) Capacity 186 sites. (3) Required supervision at swimming pool is Level III. i ` Effective Date October 01,2005 Permit is NON-TRANSFERABLE Permit Issuing Official This permit expires on September 30, 2008 and may be revoked or suspended for cause. THIS PERMIT SHOULD BE POSTED CONSPICUOUSLY Facility Code 514637 Permit Number 51-6637 1e-172s:6/99cg DOH-1320 (2192) (GEN-129) MAILING ADDRESS: PLANNING BOARD MEMBE - rif SQ(�Ty P.O. Box 1179 ' JERILYN B.WOODHOUSE ��V` OHO Southold,NY 11971 Chair, , OFFICE LOCATION: KENNETH L.EDWARDS GO Town Hall Annex MARTIN H.SIDOR . 54375 State Route 25 GEORGE D.SOLOMON Ala (cor.Main Rd. &Youngs Ave.) JOSE-PH L.TOWNSEND �('OW��� Southold,NY fl Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE 1 TOWN OF SOUTHOLD September 12, 2006 Myron and Donna Goldstein 825 Queen Street/Lane P.O. Box 89 Greenport, NY 11944 Re: Proposed New Site Plan for Eastern Long Island Kampgrounds Located on the s/s/o of County Road 48 at the s/w intersection of County. Road 48 and Queen Street/Lane in Greenport . SCTM #: 1000-40-3-5 Zoning District: Residential Resort (RR) Dear Mr. & Mrs. Goldstein: The Southold Town Planning Board, at a meeting held on Monday, September 11, 2006, adopted the'following resolutions: The final public hearing was.closed. WHEREAS, on May 27, 1975, the Town Board granted a change of zone from "A" Residential and Agricultural District to "M-1" General Multiple Residence District and "A" Residential and-Agricultural District to "B" Light Business District; and WHERAS, on November 9, 1976, the Town Board issued a permit for the "maintenance and operation of a tourist camp to contain not more than 51 units (increasing the original permit on Section I, dated August 12, 1976, from 73 sites to 124 sites)"; and WHEREAS, in 1989 the Town amended the zoning of the subject parcel to Resort Residential; and WHEREAS, this amended site plan is for an 80-space overflow parking lot with a controlled access/egress and new landscaping on a 24-acre parcel in the RR Zone located on the s/s/o of County Road 48 at the s/w intersection of County Road 48 and Queen Street/Lane in Greenport. SCTM# 1000-40-3-5; and WHEREAS, Myron and Donna Goldstein are the owners of the property located on the s/s/o of County Road 48 at the s/w intersection of County Road 48 and.Queen Street/Lane in Greenport; and ELI Kampgrounds Page Two September 12, 2006 WHEREAS, on-July 5, 2005, the agents, Myron and Donna Goldstein, submitted an amended site plan application for approval; and. , WHEREAS, on October 1, 2005, the Suffolk County Department of Health Services issued permit number 51-6637 to operate a campground with a.186 site capacity valid for three (3) years; and , WHEREAS, on November 16, 2005, the Greenport Fire Department responded requiring a 20' sliding gate be installed at the northern end of the proposed overflow parking area along Queen Street/Lane; and WHEREAS, on November 25, 2005, the Suffolk County Department of Planning responded after review and determined this matter is for"local determination as there appears to be no significant county-wide or inter-community impact(s)"and the Planning Board accepts this pursuant to 239L & M General Municipal.Law; and . WHEREAS;on December 1, 2065, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the.project -subject to one recommendation and the Southold Town Planning Board has accepted their approval and considered their recommendation; and WHEREAS, on January 10, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c, makes a determination that the proposed action is a Type 11 and not subject to review; and WHEREAS, on January 17, 2006, the Southold Town Building Inspector reviewed and certified the site plan for a "Campground" use; and WHEREAS, on February 10,2006, the Suffolk County Department of Public Works responded after review and determined a permit is not necessary at this time; and . WHEREAS, on February 28, 2006, the Southold Town Engineer reviewed the proposed site plan and responded with recommenda#ions and the Planning Board accepts the recommendations and incorporates necessary recommendations as part of this -approval; and WHEREAS, on August 17, 2006.a "Bargain and Sale Deed with Covenant Against Grantor's Acts" was signed by Myron W. Goldstein transferring a portion of the subject property to the.Town as per the original Tourist Camp Permit and Change of Zone issued by the Town Board; and WHEREAS, on September 11, 2006, Chief Darryl F. Volinski of Greenport Fire Department determined no access gate is necessary as "It would not be more difficult/dangerous to maneuver through the facility in'the event that fire-related equipment and/or apparatus was required"; and ` ELI Kampgrounds Page Three September 12, 2006 WHEREAS, the Southold Town Planning Board, pursuant to ,Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with'the notification provisions; and WHEREAS, the following items shall be required: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet town code requirements. 2. All-signs shall meet Southold Town Zoning Codes and shall be_subject to approval of the Southold Town Building Inspector. 3. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3),years of planting; be it therefore 4. All handicap parking stalls and access aisles must.comply with New York State Code and ADA requirements. RESOLVED, that the Southold Town Planning Board has reviewed the proposed action. under the policies of the Town of Southold Local Waterfront Revitalization.Prograrn and has determined that the action is consistent provided that the best management practices outlined in the April 26, 2006 memo prepared by the LWRP Coordinator are implemented; and be it further, RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding. attachments;and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan drawings S-1 prepared and certified by Mark A. Schwartz, AIA dated September 8, 2006 and authorize the Chairperson to endorse the site plans with,the following conditions: 1. The completion of the road dedication with the Town to-the satisfaction of the Office of the Town Attorney, Town Engineer and Superintendent of Highways. A copy of the filed dedication must be submitted to the Southold Town Planning Department within thirty (30)days of receipt. This requirement must be met within six (6) months of the resolution and if applicant/agent/owner fails to adhere to this requirement within the prescribed time periods, this approval shall become null and void. c 2. Keep'the proposed 191.3' x 24' new access road leading to the proposed overflow parking lot as grass provided it is maintained and does not pose a `safety hazard to patrons of the campground, neighboring property owners or ELI Kampgrounds Page Four September 12, 2006 1 property owned by the Town of Southold. The applicant/agent/owner shall maintain the existing grass and replant, as necessary, in the access road and overflow parking lot. In addition, all drainage must be contained onsite and shall not, at any time, be permitted to enter Queen Street/Lane. The applicant/agent/owner shall mitigate any hazardous conditions that may arise in connection with the access road and overflow parking lot at the direction of and to the satisfaction of the Town Engineer or Superintendent of Highways in the event, in their opinion, it poses a hazard or falls into disrepair. The applicant/agent/owner shall abide by the determination of the Town Engineer or Superintendent of Highways regarding the existing condition or necessity of repair/mitigation. If the applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void.- 3. A valid Suffolk County Department of Health Services permit must be maintained and renewed as necessary. 4. The existing vegetation along the western property line extending 295.2' south from County Road 48 must remain in a natural state. A minimum 12' vegetated buffer consisting of trees and shrubs shall be maintained along the western property line adjacent to the proposed overflow parking area. Mowing within this vegetated buffer, as described above;is strictly prohibited. 5. The western travel aisle in the proposed overflow parking area, extending east 24' from the required 12' vegetated buffer, as described above, shall be used for vehicular circulation only and parking is strictly prohibited within this 24' aisle. 6. Every attempt should be made to fill the parking spaces in the southeast corner of the proposed parking lot first, moving north and west as necessary. 7. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 8. Prior to the request for the Certificate of Occupancy, if required, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 9. The applicant/agent/owner must submit, in writing, a request for an on-site , inspection prior to the expiration of this resolution. Prior to the request for an on- site inspection, the applicant/agent/owner must submit a copy of all required- approvals from any necessary agencies to the Southold Town Planning Department. 10.If the as-built site improvements vary from the approved amended site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. ELI Kampgrounds- Page Five September 12, 2006 11.Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 12.The Planning Board agrees that no additional lighting will be required in the proposed overflow parking area at this time. 1 The Planning Board will issue a final site plan approval in the form of a letter following.a site inspection,and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the.approved-amended site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours; Jerilyn B. Woodhouse Chairperson 1 - 5 Enc. cc: Southold.Town Building Department . Southold Town Engineer Town Attorney (Resolution only) Town Board (Resolution only) -File r � , 1 Town of Southold - Letter Board Meeting of May 23, 2006 RESOLUTION`2006-498 Item#43 ADOPTED DOC ID: 1893 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO.2006-498 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MAY 23,2006: WHEREAS;Eastern Long Island Kampgrounds,690 Queen Street,Greenport;has applied to the Town Clerk of the Town of Southold for a permit to operate a tourist camp/recreational vehicle park with 186 sites,pursuant to Chapter.88 of the Town Code; and WHEREAS,the proposedd site received a special exception from the Town of Southold Zoning Board of Appeals on May 25, 1976,subject to certain conditions;and WHEREAS,the proposed site is before the Southold Town Planning Board for site plan approval;and WHEREAS,this action is classified as Type II pursuant to SEQRA,requiring no further review, and WHEREAS,the proposed site has been operating as a tourist camp,permitted by the Town Board of the Town of Southold since 1976;and WHEREAS,the Southold Town Planning Board has submitted continents to the Town Board supporting the issuance of a tourist camp permit;and 1 WHEREAS,the applicant has obtained a Suffolk County Department of Health Services permit for the operation of a campground with 196 sites;and BE IT HEREBY RESOLVED,that the Town Board of the Town of Southold erants Eastern Long Island Kamnerounds.690 Oueen Street Greemort.a permit pursuant to Chapter 88 Generated May 25, 2006 Page 60 Ofr SOUTyo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 - G ac Telephone(631)765-1802 Southold,New'York 11971-0959 • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD �= ! JAN i 3 2006 MEMORANDUM ; s TO: Jerilyn B. Woodhouse,PIanning Board Chairperson ; FROM: Michael J. Verity, Chief Building Inspector DATE: January 17,2006 REQUIREMENTS FOR SITE PLAN ELEMENTS& CERTIFICATION Project: ELI Kamp ounds Location: 64500 County Road, Greenport SCTM# 1000—Section 40-Block 3'—Lot 5 Date: October.7, 2005 Revised Date: December 8, 2005 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3.. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD: 4. THE PROPOSED USE Campground IS/ARE A PERMITTED USE BY SPECIAL EXCEPTION IN THIS RR DISTRICT AND IS SO CERTIFIED. Michael J. Verky Chief Building Inspector ADDRESS: MAILING ADDR PLANNING BOARD MEMBL_. P.O.Box DR JERILYN B.WOODHOUSE o�*Of<SDUTjyO! Southold,NY 11971 Chair O OFFICE LOCATION•. KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR vs ac 54375 State Route 25 GEORGE D.SOLOMON �pQ (cor.Main Rd.&Youngs Ave_) JOSEPH L.TOWNSEND Ql�C0uP11' Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 10, 20Qe6 A Mr. Myron Goldstein . 825 Queen Street Greenport, NY 11944 Re: Proposed Site Plan for Eastern Long Island Kampgrounds Located on County Road 48 at the s/w intersection of CR 48 and Queen Lane in ; Greenport. G SCTM# 1000-40-3-5 'Zoning District RR (Residential Resort) Dear Mr. Goldstein: The following resolution was adopted by the Southold Town Planning Board at,a meeting held on Monday, January.K- , 200,� WHEREAS, this amended site plan is for'an 80 space overflow parking lot with a controlled access/egress and new landscaping on a 24-acre parcel in the RR Zone located on the s/s/o of County Road 48 at the s/w intersection of OR 48 and Queen Lane in Greenport. SCTM# 1000-404 5; be it therefore RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act(6 NYCRR), Part 617.5—C-5, makes,a determination that the)proposed action is a Type II and not subject to review. . Please contact this office if you have any questions regarding the above. Very truly yours, ?e(ilyn�Woodhouse Chairperson RI .R8 x Np u a -wi.vano�va+. I smr�tla�"aezeP°""sm"r�'n: m-r as°`. EXTERIOR LIGHT FI—COJRES rum ©O o0 Op sP.s.® v,�xx,vassmun s�ertw�oswml,w,Dv�r I�'_�- —1 •'--•. ��6 7] O O O \ � y B 9,aEs nc aw Rwlwum mvccnaxL 9�q s>•wavmxs.xxs.r,�P,+u�w.ws.�nm rw.emmwus _................ ._._.. �—_^ v mmIOI5,le1Nn[S;P,wMDrt nlRlm SltoxE/.tExOrIttFVP/&[. _ �, �8'E TRFT PI GNTING DETAIL OD O'0 0 o p O 0 ODO Sax\ EJ p o _ oi0e CJ o o o e -0 E5TED AREA p c� ® RENT NIEA� HP I I a e 111 CH) -- � O / O ems) CH) O O © I�umnllEansox�En) � 1 R40,' SITE PLAN e � yew m.iemm.u.m LEGENQ s.m ounesmP •.�. I r r TOWN OF SOIITIIOLp, NEW TORT, DATE„July ZZ, ACTION OF THE ZONING BOMM OF APPEALS Appeal No. 2147 Dated May 25, 1976 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Richard C. Wilton, President (Wickham & Lark, Att,) Appellant Eastern Long Island Kampgrounds, Inc. 600 Queen Street, Greenport, N.Y. at a meeting of the Zoning Board of Appeals on July 22, 1976 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access.to property (X) Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance I. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article I.................... Section Subsection .................... paragraph of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) br confirmed because 9:15 P.M. (E.D.S.T.) recessed hearing upon application of Eastern Long Island Kampgrounds, Inc. by Richard C. Wilton, President P.O. Box 89, 600 Queen Street, Greenport, New York (Wickham & Lark,. Attorneys) for a special exception in accordance with the.Zoning Or- dinance, -Article V, Section 100-50 B (5) and Article VI, Section 100-60 B (1) for permission to construct campground and trailer park. Location of property: south side North Road (CR27)' and Queen Street, 'Greenport, New York, bounded on the north by CR27 (North Road) ; east by Queen Street; west by Village of Greenport; now or formerly Fenno, now or formerly Sledjeski, now or formerly Francisco; south by Villag of Greenport 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties' or unnecessary hardship because SEE ATTACHED 1 (b) ,The hardship created (is) (is not) unique and (would) (would not) be shared-by all properties alike in the immediate vicinity of this property and in the same use district because SEE ATTACHED - (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE ATTACHED and'therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and tbat the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE ATTACHEDROVE� ZO BO OF APPEALS FORM ZB4 ,l t 'an oai. D AC:T10N OF THE ZONING BOARD OF`APPEALS Eastern Long Island Kampgrounds, Inc. ) After investigation and inspection the Board finds that the applicant own approximately 24 acres on the south side of CR27. On March 28, 1976, the southerly 18.87 acres was zoned "M-1"and the northerly portion of approximately 5.12 acres wa: zoned "B" (Light Business) by the Southold Town Bowd, after referral to the Planning Board and the Suffolk County Planning Commission, which deemed the change of zone a matter of local determination subject to compliance with the following conditit 1. Public water supply and sanitary sewage disposal will be supplied by the Inc. Village of Greenport. 2. The number of campsites will be limited to 162 ,in com• pliance with "M-l" District requirements. 3. . The buildings erected on Parcel II will be .only those used in connection with transient travel campgrounds. J 4'. A 100 ft. landscaped buffer zone comprising 0.4732 acres, will be provided on the northerly portion of thl premises as it fronts on Middle Road (CR27) : 5. Queen Street is to be widened and improved as per' Tovn of Southold specifications. . The. Suffolk County Planning Department has again on July 1976, approved the revised plan as presented to the Board of Appeals and as approved by the Southold Town Planning Board on June 21, 1976, stating that the current proposed Special Excep• Lion by the Board of Appeals is a matter for local determinati, since the current proposed action of the Appeals Board is more restrictive than the conditions set forth in the Planning Com- mission letter of April 10, 1975. In summary as of this date, the Board finds that the fol- lowing agencies of County and Town government have acted as fo: lows in this matter:. 1. Suffolk County Planning Commission - 'the Commission h; reviewed this application several times and has deemet it a matter for local determination subject to the cc: ditions,set forth in their letter of April .10, 1975. 2. Suffolk County Department of Health - the Health Depa:. ment approval has been received and copies of approves drawings have been sent to the Southold Town Planning Board and- Building Department as per letter dated Jun, 1976, from Richard C. Wilton for Eastern Long Island. Kampgrounds, Inc. . 3. 'Suffolk County Department of Public Works - a permit been granted for a deceleration lane subject -only to bonding. 4. Southold Town Board - after the public hearing of May 1975, the Board changed the zoning to "M-1" and."B" a ` previously noted subject to eight conditions enumerat, l later in this action. -2- ......._.. A 5. Southold Town Planning Board - the Board made recommen* dations on the Change of zone and also made reviews of the ,site plans, including the final June 19, 1976, sits plan of Part I, action dated June 21, 1976. 6. Village of Greenport - the Village has signed a sewage contract with the .applicant and agrees to furnish orate: 7. , The Board of Appeals - the Board held a hearing on June 10, 1976, for a Special Exception and recessed th( hearing until further notice. Pages 16-36 of the Boar( minutes of June 10, 1976, record the hearing. A public notice of the continuation of the recessed hearing is given in the current Town newspapers. The Board further finds that in addition .to the above acti( the following individuals or organizations have contributed an understanding of this project for the establishment of 73 camp- sites at the present time known as Section I: 1. Building Inspector - assistance in all aspects of plan- ning including parking requirements estimated at 20,001 sq. ft. adjacent to administration building. .2. Southold Town Planning Board - initial recommendations for change of zone, review of site plans, overall re- quirements as to water, sewage, buildings, etc. 3. Holzmacher, McLendon and Murrell, Consulting Engineers' water and sewage layout. 4,. John Jacobsen, Traffic Engineer - traffic count of ap- proximately 400 or less per hour on CR27 between 4:00 P.M. and 8:00 P.M. on Memorial Day Weekend. K.O.A. studies indicate a vehicular trip total of three (3) per day per occupant of the campsite. Usual check-in time is between 4:00 P.M. and 8:00 P.M. . 5. Richard Koopman - prepared a 36-page environmental stuc for the applicant. 6. Richard C. Wilton - a soil study noted. by Mr. Wilton in dicates clay under a portion of the site, which will r( quire sewer arrangements. The Board finds that the public convenience and welfare anc justice will be served and the legally established.or permitted use of neighborhood property and adjoining: use districts will nc be permanently or substantially injured and the spirit of the Ordinance will be observed. . THEREFORE IT WAS RESOLVED, Richard C. Wilton, President, Eastern Long Island Kampgrounds, Inc. , P.O. Box 89, 600 Queen Street, Greenport, New York be GRANTED permission to construct campground and- trailer park on the south side of CR27 and the west'side-of Queen Street, Greenport, New York, subject to the following conditions, which include the 'eight conditions origi- nally outlined by the Town Board as well as additional condition and interpretations of the Board of Appeals: 1. That public water supply and sanitary sewage disposal to the premises which are the subject of this -3- resolution be supplied by the Incorporated Village of Greenport at:the sole cost and expense of the petition- ers. which said water supply and sewage disposal system! shall comply with all of the requirements of all agen- cies having. jurisdiction thereof, and that said water supply and sewage disposal systems be installed and in operation prior to the occupancy of the premises for any purpose whatsoever. . 2. , That in' the event that any portion of the premises lo- cated within 1.00 feet of the land owned by the Village of Greenport is utilized for campgrounds or trailer sites, a 6 foot chain link or equivalent type fence shall be erected and maintained along the boundary linc . of said land of the Village of Greenport. 3. That the portion of the premises adjacent to, County Route 27 to a distance of 100 'feet therefrom shall be at' all times maintained as a landscaped buffer zone. anc that no buildings or structures of any type whatsoever shall be erected or maintained thereon. That the type and location of landscaping within said buffer zone.be approved by- the Planning Board of the Town of Southold that in the event that County ,Route 27 shall be widener altered or 'relocated that said buffer zone shall be ex- tended so, that said buffer zone shall at all times ex- tend 100 feet from the said highway. 4. That to minimize traffic hazards that may occur by rea- son of trailer vehicles entering and leaving said prem- ises, suitable turn-off or deceleration lanes or such other highway facilities as the agency having juris- diction of County Route 27 shall prescribe shall be prc vided. 5. That in order to provide suitable access to the premisf over Queen Street, a 33 foot wide Town highway, the saT will be required to be widened to 50 .feet. Prior to oc cupancy of the rezoned premises by the owners thereof for trailer park purposes, the owners shall at their of expense improve and pave a 17 foot strip along the wes. erly boundary of Queen Street in accordance with the Town highway requirements and when so improved and pavf dedicate the same to the Town of Southold. 5a. (added by Board of Appeals) Queen Street 'shall be im- proved as far south as the southerly side of the en- trance to the K.O.A. campground but not beyond. 6. That the portion of.the premises extending from a poin' 100 feet south of County Route 27 to a point 600 feet ) south of County Route 27 be restricted to open recrea- tional .uses with no structures constructed thereon. 6a. ThelBoard of Appeals, after consultation with the Town Board, construes the prohibition against structures to not prohibit fencing such as fencing which may bound t] property; suitable fencing for recreational facilities such as tennis, baseball, and other recreational uses; small storage structures for recreational equipment. The westerly border of the applicant's property shall 1 fenced with a 6 foot, chain'. link fence or equivalent a: far south as Iand of Village of,Greenport, at which po: Condition #2 becomes applicable. -4- 7. That any use of said premises as a campground as pro- . .Posed by Petitioners shall be on a seasonal basis onl for the period from April 1st to November year. 30th of eac ' 8. . That said premises be used only for the _purpose of op erating thereon campgrounds franchised by Kampgrounds of America, Inc, in accordance with all of the ordi- nances, laws and regulations 'of the Town of Southold and other authorities having jurisdiction thereof and that no buildings or structures shall be erected on t;premises nor shall the premises be used- for any use e: cept the uses specified herein and uses accessory and incidental thereto. CONDITIONS ADDED BY THE BOARD OF APPEALS 9_ A condition of granting this special exca tion is tha the applicant's, site plan shall meet all requirementst Of the Tourist and Trailer camp ordinance, which in- cluaes the requirement of a permit issued by the Town Board. Among other things, minimum requirements under this ordinance require camp sites shall be not less than 50 x 100 .feet in area located so as to be readily accessible from roadways or driveways; constructed to a minimum width of 24, feet; constructed in accord with Southold Town Highway specifications, No .building per mits may be issued until all requirements of Town or- dinances have been met' - 10. A parking lot of at least 20,000 sq, ft, built to Town Highway Department specifications adjacent to the main administration building shall' be provided. Vote of the Board:' Ayes: Messrs: Gillispie, Bergen, ' Hulse, Doyen. I . MAILING ADDRESS: PLANNING BOARD MEMBERS OF S P.O.Box 1179 JERILYN B.WOODHOUSE o�� UlyOl Southold,NY 11971 Chair - OFFICE LOCATION: KENNETH L.EDWARDS Town Hall.Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �li�' Southold,NY Telephone:631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 27,2008 Myron and Donna Goldstein 825 Queen Street P.O. Box 89 Greenport,NY 11944 RE`. Site Plan for Eastern Long Island Kampgrounds, Greenport S CTM#1000-40:00-03.00-005.000 Dear Mr. Goldstein: The Planning Board is in receipt of your letter requesting a final inspection dated June 9, 2008 for the above referenced application located at the s/w intersection of County Road 48 and Queen Street/Lane,Greenport. As you requested,a site inspection was completed on June 23, 2008. After review of the approved site plan,the Planning Board has been determined that the site has been developed in accordance with the approved plan granted on September 12, 2006 through a Planning Board resolution. It should be noted that there should be no change other than what was approved by the Board without first obtaining Planning Board Approval. Please contact the Planning Department if you have any questions regarding the above matter. Sincerely, Kristy Winser Senior Planner cc: Building Department Town Engineer f jN pR.p &-7- REVISIONS OEM 0 7905TA0"�A4j.37' Ow Or f oCi"'�e E11SwO s� hand Susan r~ 9 0 r~ qsl� �j� 9L z Ln m tt 2 j N�g-4255 PROPOSED ADDITION a 200.5 1 1 S 7 9 ol 7 PROPOSED ADDITIONP. NN 1 NJ 50 ®•,� `'`,ANG 191.3' - INS---•'+ S 7g42 _ �� Q "-- •N---- V '- HOvSE D W C -ININ•++ 1 l A R 19, 2"'l9 � NOSE HOUSE BLDG.DEPT. S 8104240'1 W 135.00' SOUTHOLD TOWN OF 7� ALL RUN OFF SHALL BE CONTAINED IN THE PARKING AREA O WITH EXISTING NATURAL GRADE AS SHOWN. $ ' SITE PLAN 03 y�. 3 � . SCALE: 1" = 50'-0' z -c� Z I"— �ti3� LOT COVERAGE: 10.3% ;� '�" '" 4 w p 'zl // O o W NK'n'� � n/ o Roo ASPHALT ROADS: 97,236 S.F. PROPERTY-SIZE: 24 ACRES 0 LOCATION AREA REQUIRED TOTAL ASPHALT AREAS: 3 (1,045,407 S.F.) PARKING SITES 186 1 PER SITE 3 +3 ADDITIONAL PATIO: 2674 S.F. PERIMETER: 5207.3' MYDON RESORTS :INC. RECREATION 1821.5 SQ.FT. i/300 6 �Tl DBA RETAIL 1643 SQ.FT. 11200 9 POOL: 1010 S.F. W EASTERN LONG ISLAND KAMPGROUND OFFICE 420 SQ.FT. 1/100 5 DRAWN: MH/MS REST ROOMS: 162 S.F. 186 PARKING SITES / SPOTS SCALE: 1^=501 690 QUEEN STREET EMPLOYEES 7 1 PER EMPLOYEE 7 JOB#: GREENPORT, N Y REC. ROOM: 1821.5 S.F. ADJACENT TO UNITS March 18 2009 SHEET NUMBER: TOTAL PARKING 30 SCTM # 1000-40-3-5 REQUIRED OFFICE: 420 S.F. 162 RV ZONE USE: RR. EXISTING PARKING 80 SPACES+ 7 HC SPACES RETAIL: 1643 S.F. 24 TENTS II I I I UNDER17RITERS CERTIFICATE SCTM#1000-40-3-5 REVISIONS REQUIRED ZONE USE:RR ALL CONSTRUwTION SHALL IA"EET THE F;EOUIREME,!TS OF T �50PERTY SIZE: 24 ACRES RETAIN STORM WATER RUNOFF OCCUPANCY OR CO')ES 017 Ca `r'�:; STATE. PURSUANT TO CHAPTER 236 (1,045,4o7s.F.) R1 Rgp OF THE TOWN CODE. USE IS UNLAWFUL APPROVED �,� NC,7 E0 PERIMETER:5207.3' LanVillage of d of. ort Samar d now or formerly of; B P �# &JilaSharif WITHOUT CERTIFICATE DATE: � FEE:, ,,. , V V m� E,(: � � 186 PARKING SITES/SPOTS ��► OF OCCUPANCY NOTIFY E3UIl Dl:'J��' ���,�p �_ i D_, , +TP. ANT AT ADJACENT TO UNITS „�► �,OF 765-1802 CAM TO 4W i E 589I5'D°F3° °°' FOLLOWING INSPECTIONS: 162 RV lm� ." 5 64�49'S11•F 173 89' v,1v. h ^'LL CODES OF 1, FOU'vDATION - TWO REQUIRED 24TENTS y`),=, < <DTr<,') L TOWN CODES FOR POURED CONCRETE '?FGUiR't_D A N D CONDITIONS OI= 2. ROUGH - FRAMING & PLUMBING 80 CARS OVERFLOW 3. INSULATION No �� S0UTNOLD TO�MNI ZEA 4. FINAL - CONSTRUCTION MUST 261 TOTAL C P TOWN PLANNING BOARD BE COMPLETE FOR C.O. PROVIDE 7 HANDICAP o ALL CONSTRUCTION SHALL MEET THE `Ov I�I�JLD •:,^ICE TRUST EtS PARKING SPACES REQUIREMENTS OF THE CODES OF NEW m ° YORK STATE, NOT RESPONSIBLE: FOR f Y.S.D`O DESIGN OR CONSTRUCTION ERRORS. m °� s m INSPECTION LOT COVERAGE: 10.2% ° REQUIRED BEFORE 'g :I W ASPHALT ROADS:97,236 S.F. �i v CERTIFICATION OF ASPHALT AREAS: 3061 S.F. U NAILING & CONNECTIONS PATIO: 2674 S.F. o 0 :— Rg4 REQUIRED. POOL: 1010 S.F. hand e`\y pE'. or fprnl \fie` REST ROOMS: 162 S.F. PtltnNe- Xid $�PbU REC.ROOM: 1397 S.F. u¢i `fo me ly an. Stephe � 8 a p5cp CpCW OFFICE:420 S.F. N O STORAGE: 1283 S.F. Z cu u, 0 farmerY o 413r a Susan eK ro now oElwor (D of Q J0 QSoyglT ?' O� l Ql p PR(:PoSFD ADDITIDN O 'Z W pn 5' O N� GQ�Q, o (y ry s o =='' N CI OPQfFD ADnm N M "p9F 'a 6 QP�0c, ro e Q FORESTED AREA HpUSE (TENT AREA) W 1j5U, lee HOpSE �j �1;1„ Q u ct } II-- W � ct cy Z ,b~ t•--� W WINTER TRAILER STORAGE a R40 O ..•; ,. Q0 c� (SEASONAL RECREATION AREA) SITE PLAR Atl'-,p SCALE: 1" = 90'-0' °4 v" ' 4 N 8"°8'40"W 917]7' R1 �w a M Land of: V, w Village of Greenport op DRAWN: MII/MS °K•�°�` r s;x� SCALE: 1"=90, ��.... . . ... JOB#: January 06,2009 SHEET NUMBER: MYDON RESORTS INC. DBA EASTERN LONG ISLAND KAMPGROUND sm. 690 QUEEN STREET GREENPORT,NY II 1 I I � REVISIONS 0 °5�40 �441.32 ow Or �QrmO y, N'9 11 s Lan Susan Ellsw 0 Ln 9' FQ qsA r�G 9G6` • � -� `� � a , N V C Ln c°�p y ''° �Q PROPOSED ADDITION .0op v 9s�p 200 51 110c!o� S�9O O o 00 . 01 ip R' I a Ole i PROPOSED ADDITION ® 1911 S 7S042!50°W �� HOUSE VAO 5.00 81°42 HOUSE 5 '40 W 1-3 e - e ►, �t U Z tih -c� Z ti(01 w O yeti z ° w R40 SITE PLAN " SCALE: 1" = 50'-0' a� w, DRAWN: MH/MS SCALE: 1"=50, JOB#: f '! January 06,2009 • a =�` pl►�' SHEETNUMBER: II 1 I REVISIONS I EXIST NEW ' I CN 03 ki U �- N O U c FRONT ELEVATION - - - - - - - - - - - - - - SCALE 1/4" _ 1►-0 11 - - cdo - -- - - - -00 - � a w I I i l i c } U z RIGHT ELEVATION z � SCALE: 1/4" = 1r-prr � w �° •--� z c� m N 1 'I I ` i , I j � ♦ 1 I / I � ' I I i I ! I ' i I ! I I I ♦ I I � i ♦ I � I I �, / I � i ; ' i i ' � I I I I I I 00 i i � � i ' i I ,,�•� DRAWN: MH/MS / I : a SCALE. n- I i / JOB#: January 06,2009 SHEET NUMBER: NEW EXIST REAR ELEVATION ,,0, Ll Ll • 2 A- 1 SCALE: 1/4 — 1 -0 I I I REVTSTONS A -------- NEW EXIST — --------------- -- -------------- ——— (3)2X6 ACQ w/(21112"STL.1L.PLT.FL.GIRDER I 1 12 CONC.PIER w #5 REBAR 24.X24 X12 CONC.FTG. >< - - - - - - - 1 REINFORCED w/#5 REBAR m ° 17"O.C.EACH WAY(2 MIN.) Ff w 1 � z ij 1 1 1 1 I I _ U w - •—i———— (3)2X6 ACQ w/(4 3/2"ffl. FL.PLT. FL.GIRDER 1 - - - - oo I 1 O 1 (3)2X6 ACQ w/(2;1/2"STL.�L.PLT.FL.GIRDER - t ' CF to `—I----' '-----' `-----' --" - - - - Q - 1, ,, '' Pam-• -,' - - - y - - - J t , .. j', I I 1 (3)2X6 ACQ w/(2;T/2 S7L.,FL.PLT.FL.GIRDER , I � : W 1 till --------------I L I -------------I _ 6-9 o 8"CONC.PIER w/#5 REBAR - 12'X12"X12' CONC.FTG. 1 -- NOTE: } 7'-4" 7'-4" ALL FOOTINGS TO BE 3'-0" !�/�, H Z 4 loBELOW GRADE MINIMUM r"� cl) ON UNDISTURBED SOIL. w EXISTING W O FOUNDATION PLAN co SCALE: 1/4" = V-0' o a� is :Fo.•f ;s DRAWN: MH/MS i�'- SCALE: 1/4"=1'-0" ` JOB#: January 06,2009 SHEET NUMBER: 0.4 A-2 II I I REVISIONS 40� WA EXIST NEW ° 12'-0" ol 2'-0" t o'-0" lo 0 r N 3'-0" (2)2X10 DF#2 '-EM rn HEADER LIGHT CY w w LIGHTED EX. STORAGE ROOM EXIT SIGN n EX. MEN'S BATHROOM EX. LAUNDRY ROOM C u w REMOVE EX.WALL w AS SHOWN z �" f 1 Ix x I I M I I I I ___ REPLACE EX.4X4 POST WITH 3-112X7 1.8e PARALLAM N ir COLIOMN-ANCHOR TO EXISTING 3'X3'Xl'CONC.FTG. ���✓✓✓ ���✓✓✓ WITH:(2)H05A SIMPSON HOLD DOWN ANCHORS w/ /0 5/8"jX,6"(WA626004SS)WEDGE ANCHORS(OR O APP�OVED EQUAL). INSTALL MSTAIS STRAP ON EACH SIDE OF BOTH BEAMS.EACH STRAP TO FASTENED WITH 28-1 d NAILS:BEAM 28-IOdNA1LS:POST I r--- -, -----' z EX. MECHANICAL ROOM EX-I1-3/8"LAMINATED WOOD BEAM ____ EX.ll-3/8_LAMIINATED WOOD BEAM-_-_-_`_- EX�11-3/8_LAMINATED WOOD BEAM_, ___- ? i.. _ 17/�---- (CUT SIZE TO MATCH --BEAM)_BOX I o --------------------------------------- ---- - Q - ------- ----------------- Lp it I I � EQ. EQ. EQ. EQ. EQ. EQ. O IN ].Be SECURE COLUMN TO FOUNDATION WITH HDSA SIMPSON HOLD DOWN ANCHORS w/ 5/8"X 6"(WA626004SS)WEDGE ANCHORS(OR O W j APPROVED EQUAL).USE SIMPSON MSTA18 SIMPSON STRAP ON EACH SIDE OF BEAM.0 0 0 L x x O � O j I EACH STRAP TO FASTENED WITH w 28-10d NAILS:BEAM 28-IOdNAILS:POST Q I I w C EX. RETAIL STORE 1 + I m I I ry I � EX. WOMEN'S BATHROOM I EMERGENCY LIGHT I 0 0 0 0 0 0 0 0 (2)I-3/4X4-1/2 ML HEADER CXWl4-3 cld } � Z � W cr (t W OZ �...I w lools'-o" 6'-0" bIJ � w FLOOR PLA N NOTE: 12'-0" 0 1.-4 i 1).NEW EXTERIOR WALL AND CEILING TO BE I HOUR FIRE RATED PER TABLE 601 SCALE. 1/4" = V-01 &602 AND SECTION 711 NYS BUILDING CODE.INSTALL(2)PLYS 5/8"TYPE-X FIRE RATED SHEETROCKTO ALL NEW WORK ON WALLS AND CEILING. 4--+ 2).NEW EXTERIOR DOOR SHALL BE SELF-CLOSING&SELF-LATCHING PER CODE WITH PANIC HARDWARE. P ,,: ,w 3).PROVIDE SMOKE/Co DETECTORS,EXIT SIGNAGE,EMERGENCY LIGHTING, `r . AND FIRE EXTINGUISHER AS REQUIRED BY CODE AND CODE OFFICIAL. , �' d ' �`: '�'' DRAWN: MH/MS SCALE: I/4"=l'-0" 4).EXPOSED COLUMN AND WOOD BE TO BE COVERED WITH (2)PLYS TYPE-X A ) FIRE RATED SHEETROCK. ,:, Y JOR#: January 06,2009 SHEET NUMBER: A�3 II 1 I i I i REVISIONS w ® I� "'O • � HID, ®.'/01 ®� EXIST NEW I 8'-0" 4'-0" 4'-0" 01 :`. { - . - . { [, 1: 1 i { - -.- - - - _ _ _ - - _ .. - - - - „ - . . >- : , I :. - -_ -. - - 1 I V' U . . In ,, ., , . - N - 1. rn 1 t , _ 1 I _. -" ,-, :. ,. _ N O .. , - - U :, _ - .. - _ -, t ,. ..-, _ - - _ - .. - ! , .'- ." _ ., _ _ _ _ . 1 I T-I ::;.: -- - "11 1 , . i�,.I:,,r.1�,.,� ��I,I I,'�.,'.I,I�,�.,,��I�:,�I::.,I,.,I�-�1,1._I-:I,1�:I:1 1�1 1I.oI,�,,I�-,,��,,:�.I,,I,i I:,'I-�1-�"..�[I�,-.I,��..,'�..,�I�.,,��I,"�-�I��I,:,�-I,.,I,����:��7�"i I,�I.0�,.�;:-�.:. '--,'.",.",I�,_2 I�I'.I.I�L�,�-II I 1.:,�.I-�,eI 1�%. 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H C) W i \OO 4).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING bA MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. �i Ui UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Ol I SCALE. 1/4" = 11—OI WORK DAY,COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS F--+ COMPLETE. ;-d 5).INSTALL ROOFWG AND UNDERLAYMENT AS PER MANUFACTURE'S WRITTEN a : INSTRUCTIONS. -_ U) I y Ct i _' q L w q , . (,Y. DRAWN: MII/MS ✓" �% SCALE: 1/4' -0" I � �#i r.; . � JOB#: M ! ., i� ,. %, 7 '", January 06,2009 }ppyy' SHEET NUMBER: Y t- �#� 0ep 'o,r! 14 .K`t�s.�":5:,agwA'J A f.oqq 11 'I t4' f,'p r�""", ',.yya YC.'2-.t.'p:nT A-4 11 I I i I REVISIONS I BUILT UP ROOFING GRAVEL OVER EPDM STOP 2X10 RR 2X12 @16"OC FASCIA BD. '►' Rqv , s +° 4 lE 7s�'I CONTINUOUS ��.%„! 4* } \ I I ®� +' +' FRIEZE BOARD SCREEN VENT AV 045% R4 TO MATCH I EXISTING EXIST NEW (i i I � �i I I z...,, #.. DRL.RR L EXSi i ivG R)OF I( 2XIC DF#2RR 1611OC #tO STAINLESS STEEL it WOOD SCREWS 1hj 2oXI 1 I 0vN D F RR @16"OC wntuERs 9 12"O.C.OR GALVANIZED Iz"o.c EXISTING BEAM (2)1-3/4X11-7/8 ML(MATCH EX.HT.) 4'-0" REPLACE EX.POST w/3-1/2X7 1.8e PARALLAM COLUMN.COLUMN ^•I-f�II \(��y�tiC`r >m�LVOo�4I I iI TO LINE UP OVER EXISTING z PLYWOOD SIDING TOFOUNDATION WALL.SECURE POST 1/2"APA RATED SHEATHING TO FOUNDATION w/(2)HD5A wGRADE PLYWOOD MATCH EXISTING OVER(ALTERNATIVIVE: HOLD DOWN ANCHORS w/5/9" = 2X4 bF#2 STUD WALL @ APA RATED SHEATHING DIA.WEDGE ANCHORS.CUT EX. CRADE N'Y"OCD 16"OC (YP.) (ALTERNATVNE:7)16"D.S.B.) BEAM AS REQUIRED TO CENTER < OVER POST.SECURE EXISTING AND NEW BEAf%,./MSTAIR STRAPI o �m7T"a.r=yor-D "+ � I I O I I EA I I 41D STAINLESS STEEL (i/ ON EACH SIDE(EACH BE AM). OR GAWnNf2ED �I II 1 III \ CONC.4 2 PER BEAM. =t "C WASHERS 12"O�C` I� j I \ \ r I j \ OOI I 4"CONCRETE SLAB I III WINDOWSILL INDOWSILL j1 iJJ Il IfIf;I I j%I(�P II II I III I N 1( �+ •• pSIDE WALK = Da�. %JRADE) IA ITn InIIXAVATYnICAL nCNING(LESS THAN 4'-OX8-0"OPENING) 8"PC FOUNDATIONQTvPTrnl Dnno CocNlNr (LE5S THAN 4'-OX8'-0 OPENING) EX.FOUNDATIONJ°v 20"X8"CONC FTG. 5/8"DI2X4 KEYAY ANCHORLI(2)#5 REA 2X4 ACQ24"OC 4 SLL 4"CONC CIA 1/2"EXP.. JOINT ONC.SLA4 pCSEC TION A—A SCALE: 1/4" = 1 -011Q 4 zE12.a3/4"APA PLYWOOD SHCATHINGII EX1sT NEW 2srisro nA. W I B S hCQQ�I^�- #'LESS STEEL OR GALVANIZED WOOD W'/ Z 1 ! ( 1 t I I 1 I I ( !1 WASHERS 0 12"O.C. , !� U) �• I 1 Z MULTIPLE PLYWOOD ASSEMBLIES ; W O 2-2X4 DC#2 STUDS CONNECTED 1 W a TOGETHER WITH STAINLESS STEEL OR GALVENEZED BOLTS W/WASHERS 1 ^4 D Z AND NUTS @ 2,_B"O.C. [/] W NEW ROOF AREA:528 SQ.FT. F"� O w TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 100 i WATER RUNOFF:88.2 CU_FT. PROVIDE:(1)B'DIA.X 4'DEEP DRYWELL 1 V <PER TOWN CODE> O i DRYWELL CAPACITY:169.0 CU-FT. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) I cn WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 1 ?+°'.;•" " ��,' ;,,, rci _, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO i�¢'+" COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �'I F.• 4 �r'�w. a,r f. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN PRESSURE.ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE DRAWN: NIH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 1 ' _4 't HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � � c� „,�,�� ,J'' '� SCALE: 1/4"=1'4" w +" JOB#: January 07,2009 ROOF DRAINAGE SHEET NUMBER: )v-4 "N N.T.S. � � >,�,•� fi , II � � � I REVISIONS NEW EXIST Li Li _ - -- - - _ ! I o N i I I i I CL� m tt zj Ln u m FRONT ELEVATION SCALE: 1/4" = V-0" Ij O n� z - I I i E--� i i I : I LEFT ELEVATION SCALE: 1/4" = V-011 EXIST NEW ct aA -- - _ - - - -_ - - - - - - - - - - -- - - - - - - - - - - - -- - - -- wp - -- - _ - -- -- - - CL - - - - -- - _ - - - -= - - -- ----- ----- - -- - - - -- _ -- - - - - - - -- - - - - - _- _ ___ ---- - -- ----- - - - w rn rrnn i I ^, I I rct ' I I j I � i j I �I I' •�', : ': � j i ! � � f �f�S � m�� � F�1 DRAWN: MII/MS SCALE: 1/4"=P-0„ }, JOB#: January 07,2009 6r SHEET NUMBER: LLJ I REAR ELEVATION w���� A,­6�,a.�d SCALE: 1/4" = V-0" u � I I I I REVISIONS 11 .- a , w /�Uji w •• ,.l�.. •.46 n NEW EXIST ®I�v 1 1 I I . I I I ------------------ ------------------ 1 1 1 1 I - f C - . _ . 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CUTTING INTO SHINGLE SURFACE. h �a a. � v' M - ~r '`���' DRAIVI�': MH/MS x- `' .-" rp<�lr�*° @ SCALE: 1/4"=1'-0" +� '� :�. �` JOB#: � k,a January 07,2009 d *Y * .r SHEET NUMBER: 1 .�� T I REVISIONS 2xs RAFTER 114"THRU- OLTS (2)PER RAFT R DBL-2X8 RIDGE VENT CEILING JOIST 2XIO DF#2 4 , RIDGE WALL TOP ' 7 PLATES ��►� . '_w®,� TOIRAF RAFTERS 1/4UDIA.. --- --- WALL STUDS ®/ �®4" O p• • )® A in �4• O C. 2X4 COLLAR TIE @48"OC--- �•�•, \ 1 LAGS PER RAFTER(TYPICAL) �6 H2.5 TY-DOWN Z16� I If I y 1, ® I SII Ir + 9 —— —— 2 RR I@16 OC DBL.2X8 DF#2 CJ @16"OC —— \ / 1 ` 2X 8 DF# 2X8 DF#2 RR @16"OC +/ #1B STAINLESS STECL 1 r ( /l J BC4 NOTE: MATCH EXISTING GALVANIZED FINISHED CEILING OVERHANG 4X6 DF#2 oRGalvary f ' j� + �n11 �•� WOOD SCREWSW/ / 1 t I I ®� CAP HEADER WASHERS U 12'0.c HEIGHT TO BE NO I 1 I II + LESS THAN T-6" BARN r II l I li 12.O.C. i ^ + N cn 12" DOOR i I i — i �I ! I i — i � I I I I I � I � I I �•' ` III \ II 1 II % 4X4 POST MATCH EXISTING 1/2" U O ?o GRACE RATED SHEATHING I ! GRADEE P PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 1 (3 2X6 ACQ w/(2)1/Z"STL. 3)2X6 ACQ w/(2)1/2"STL. (3)2X6 ACQ w/(2)1/2"STL. n I ( u FL.PLT-FLUSH GIRDER FL PLT.FLUSH GI r'ARARATEDSHEATHING ABU44 L.PLT-FLUSH GIRDER DER �j ® GRADE PLYWOOD —_ -— ANCHOR C M 1 w! , (ALTERNATNNE:7l16"O.S.B.) 4"CONC.SIIDEWALK—-• -— /G y f + I DBL 2X6 ACQ FJ @16"OC DBL 2X6 ACQ FJ @16"OC DBL 2X6 ACQ FJ @16"OC J J II >I I I a o if r I 1 1` � � o• o' "ed 'i V #IB STAINLESS STEEL >v�8"DIA )66 OR GALVANIZED WASHC a Q Q ANCHOR a ASER511 SCREWS . CONC. •dq<� �12�"D IA. PIER 0p 11 ( '! e °..�,.4•,v�% CONC.PIER WINDOWSILL � ea I �', TYPICAL WINDOW OPENING o p p j II 1 (LESS THAN 4'-0X8'-0"OPENING) III I O v• i n v• �.d v.° e.d ® I I I ' e �•va� pave' a c•va� •va^ - 12X12X12 24"X24"Xl2" Q TYPICAL DOOR OPENING CONC.FTG. CONC.FTG. Z (LESS THAN 4'-0X8'-0"OPENING) O SECTION A-A 24"OC SCALE: 1/4" = V-011 Q z I Q I I I I ( NEW EXIST O cs � II I Ijl Ili I Ilii I � w � I 1\ I 1 I y 3/4"APA PLYWOOD SHEATHING � � v I I I It V / • �! I I i I 1 s I! I I11 I' IV� I i F+�� ------------------;---------------------------------------------------------- I I , II 117 ' , � , •_ / jl •_ i ` J NEW ROOF AREA:605.0 SQ.FT. i 2x4 DF#2 ( / ' ( ( j @100%WATER RUNOFF:101.1 CU.FT-. STUDS r. I ( 1 t / l I i-a y I I I PROVIDE:(1)8'DIA.X 4'DEEP DRYWELL ( i, I ' <PER TOWN CODE> �.y " I I DRYWELL CAPACITY:169 CU.FT. ! ( 1 #Io s AINLEss s EEL J I I I I ' OR GALVANIZED 1 (I / I I WOOD SCREWS W. ► J Z II I! I WASHERS 12"O.C. i 1;'\"'/`I; vJ Z N MULTIPLE PLYWOOD ASSEMBLIES W ^O 2-21(4 DF#2 STllDS CONNECTED TOGETHER WITH BOLTS W/W STEEL �� ^Z OR GAL AND NUT BOLTS WJ WASHERS AND NUTS @ 2'�"O.C. � TYPICAL MULTIPLE OPENINGS ~ W I C) W (MORE THAN 4'-9X8'-0"OPENING) b1 e�b-- � -—-—- ?--( (} —-—-—-—-—-—'-—-I—-—-—-—-—-— — —-—-— —-—-—-—-—-—-—-—-—---—-—-—-—-—-—-—-—-—- F-� i WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) - 4-1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" .} AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO � ,�9 � �, "• COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. DRAWN: MH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING TT IS TO COVER. ; HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. V 1 �+a SCALE: 1/4"=F-0" r JOB �rY� � ��t"t�� � January 9 DRAINIAGE PLAN y 07,200 N.T.S. � r SHEET NUMBER: A- 10 II � I I I I REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUIFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS � \ ENDWALL RAFTER WALL STUD CRIPPLE STUD 0 BO RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL o RAFTER JACK STUDS AA FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS ALL OPENINGS LSTA12 1-1/4"xl2"20 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH g g 9 � N THE FLOORS TO EACH OTHER WI THREADED ROD. JALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD L 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD / THROUGH-ROOF EXHAUST VENTS SELECTED AND ry LOCATED BY CONTRACTOR METAL STRAP LLl VENTILATION CHANNEL U O OD CRICKET AT TOP-SIDE OF U = a' RIM BOARD CHIMNEY RAFTER AS REQUIRED t SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN n W NTILATION WOOD JOIST U ' SIDEWALL FLASHING C m FOUNDATION BLOCKING TOP PLATE 2x4 LEDGER ' - - - - - FINISH WALL AND MOISTURE BLOCKING + z STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 11150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'/.INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS �� GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANNCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND _rINSTALL 4'0"O.C- / ACTION 14"-16" LSTA36 1-114"x36"i8ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANNCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING O H / ROOFING LAPS BASE FLASHING 4 INCHES V] BASE FLASHING WRAPS CORNERS, RAFTER / \ RIDGE CAP OF SAME n " \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING E SHINGLES AT BASE MIN.4 INCHES THROUGH VENT W� / WOOD JOIST w' 0 TOP PLATE / GIRDERMEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC SIDE WALL FLASHING U WOOD JOIST AND ALL WINDOWIDOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND [_ 4"-8" LSTA36 1-1/4"X36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION C� 9 PRE-MANUFACTURED ,~C ON ALL OPENINGS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE o RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1!2"HIGHER THAN LVL HEADERS V 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS w ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLLATES TO EACH STUD OF ROOF DBL.SILL PLATE ' F--1 TERMITE SHIELD /� I SUBFLCOR SILL GASKET :/ OCD JOISTS CONC.SLAB NEOPRENE W2x6/2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION 4 n / GASKET -- DAMPPROOF EXTERIOR 6 MIL.POLY BOLTED TO STEEL BEAM WITH v GRANULAR FILL 6MIL POLY ON EXTERIOR v STEEL COLUMN 1/2 "DIA. BOLTS 6 48" o.c. STAG. • ` I ' a CONC.SLAB ^, a 4 ^Q D �. n \' ROOF JACK // I))1� STEEL BEAM ^ COMPACT FILL J ) e 4" x 1/4"x 8" STEEL O e th � � � � TOP AND BOTTOM PLATE ROOFING LAPS KEYWAY FOOTING o r .^ 4 �� FLASHING AT WITH 1/2" x 6" ANCHOR BOLT ^ CONC.FTG. e LI'e t a ANCHOR BOLT CONNECTION USE WITHI 3x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT REINFORCING BAR (USP'LBPS58 OR BP583) - � 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 50"DIA.ANCHOR BOLT _ - T7.1 SUPPORTING IMAXIMUM SPACING FLASHING LAPS _ f 10 KIPS J ,�j } SILL PLATE TO FOUNDATION 1 STORY ROOFING AT BOTTOM __- �j Z_ CRAWL SPACE OR FOUNDATION 72"OC "SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � Z � TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36 OC W O WALL BOTTOM PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FIG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING w SLAB-ON-GRADE 1-2STORIES 57"OC ROOF JACKS d VENTS DETAIL �--� z W ~r SUBFLOOR O W �. O CONC.SLAB I DOORFRAME (0 Ur 6X6 10110 WWM Cs DARACsE_y Q JOIST O COMPACT FILL � OOR I � USE 2X8 } 4" SLAB FOR BLOCKOUT STEEL BEAM Fri SLOFIE - P.T.PLATE W/ 0<6 WMm n m I I 4'DRIVEWAY--� NOTCH JOIST AND ADJUST HEIGHT $. 1/2"AIR SPACE < < 1v1/2" (WITH A NAILING PLATE IF NEEDED) Q� Q' AT END AND e e TO BE APROX.1/2"OR HIGHER THAN GRADE 4 -'--zr- zr- --z WO L.C•'a DES OF OD c a C o o •, STEEL BEAM TO ALLOW FOR SHRINKAGE •e t(,e A„ - d = d d ''C BEAMS " 4 d" ° _ I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) r r, ,• ;y �T� G 6X6 W W.M. - -••p - - - - �; e - -��i o 'a 11= III- IIC- .,..� •" (..•. �y F-�I MIN. °•�a D/ ° e C " d h'e d h �SUBFLOOR 'a d NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM a d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF[BEAM C c e t"'.�"� `�''•;" '�`. •�`' o ,. ,p - III I E ------JOIST .?a'a� � DRAWN: MH/MS .C -a REINFORCING BAR �I d,• � ""'.n �'+,'s DRAIN TILE I ,A a d II—I 12" n _ SHEET METAL/3D#FELT UNDER BEAM AT POINT LI )TI STEE p�, '� � SCALE: NITS OF CONTACT WITH CONCRETE OR CONC BLOCK lllii=i - ry •. `e 3° .fPLA a L� D � SAi ell- THICKEN • r•1 JOB#: TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM d 09 1,.,. REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. • January 07,2009 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SHEET NUMBER: BEAM POCKETS - I I II I I REVTSTONS GENERAL NOTES FLOOR OR GROUND SURFACES EXITS: N.T.S. PLAN CONTENTS: EXITS SHALL COMPLY WITH SECTION 1002 AND THE APPLICABLE REQUIREMENTS OF SECTION 1003. OCQUPANQY CLASSIFV-ATION OFFICE s AS : OUP SHOP:GROIL F AN EXIT SHALL NOT BE USED FOR ANY PURPOSE THAT INTERFERES WITH ITS FUNCTION AS A MEANS Floor or ground surfaces are to be stable, 1r2- I y BUILDNG-usE J r BuswEss AND MILL SHOP OF EGRESS. ONCE A GIVEN LEVEL OF EXIT PROTECTION IS ACHIEVED,SUCH LEVEL OF PROTECTION firm,and slip resistant,and shall comply MAX lllllll'l'lllnlllllllllllllllllllillllllllllllllllll CONSTRUCTION TYPE WOOD FRAME CONSTRUCTION 5A SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE EXIT DISCHARGE. EVERY FLOOR AREA SHALL BE with Section 302. Changes in level in floor IBUILJDINC.HEIGHT fSEE PLAN) PROVIDED WITH THE MINIMUM NUMBER OF APPROVED INDEPENDED EXITS AS REQUIRED BY TABLE or round surfaces shall comply with TOTAL sQ.FT.of CONSTRUCTION OFFICE SPACE:2141 so.FT.SHOP SPACE:2141 SQ.FT. 1018.1 BASED ON THE OCCUPANT LOAD,EXCEPT AS MODIFIED IN SECTION 1014.1 OR 1018.2. g p y COVERED PORCH:228.0 SQ.FT. Section 303. CARPET ON FLOOR OR GROUND SURFACES PREscRiPTIVE As PER X.Y.S.BUILDING cONsrizuC?;ON CODE, Carpet or carpet tile shall be securely DESIGN CRITERIA 160'3.41 SECTION 6 OF ASCE 1,AND PROVISIONS FROM 65TV 10 CORRIDORS:THE MINIMUM CORRIDOR WIDTH IS DETERMINED FROM SECTION 1005.1,BUT NOT LESS THAN 44". attatched and shall have a firm cushion FRAMING-ELEMENTS AS PER FLOOR PLANS,GROSS SECTION AND GENERAL NOTES pad,or backing or no cushion or pad.Carpet 100 � r CORRIDORS SHALL COMPLY WITH SECTIONS 1005-1016.THE CORRIDOR WALLS REQUIRED TO BE or carpet fife shall have a level loop,textured 114" STAIRS CORRIDORS 0 FIRE-RESISTANT RATED AND SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. MAX i /, GAURDRAILS(ANY DIRECTION) zooes•&V loop,level cut pile,or level cut/uncut pile EXIT SIGNS: texture. Pile height shall be 1/2 inch maximum. FIRE ESCAPES 100 CEILING 20 EXIT SIGNS ARE TO COMPLY WITH SECTIONS 1011.,NYS BUILDING CODE. EXITS AND Exposed edges of carpet shall be fastened to VERTICAL CHANGES IN LEVEL ROOF (GROUND SNOW LOAD) 20 EXIT ACCESS DOORS ARE TO BE MARKED BY AN APPROVED EXIT SIGN READILY VISABLE FROM ANY floor or ground surfaces and shall trim along DESIGN LOAD CALCULATIONS MARQUEES 4 CANOPIES 15 the entire length of the exposed edge.Carpet (LIVE LOADS PSF) LIGHT STORAGE 125 DIRECTION OF EGRESS TRAVEL.ACCESS TO EXITS SHALL BE MARKED BY READILY VISABLE EXITS SIGNS edge trim shall comply with Section 303. 2 HEAVY STORAGE 250 IN CASES IN CASES WHERE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISABLE TO THE 1/4" �L� LIGHT MANUFACTURING 125 - ZICEOCCUPANTS. EXIT PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT CORRIDOR MORE THAN 100' Changes in level between 1/4 inch high minimum and 1/2 inch high maximum shall trz" �. R REETAIL TAIL 50 o0 FROM THE NEAREST EXIT SIGNS.EXIT SIGNS ARE TO BE ILLUMINATED AT ALL TIMES.TO ENSURE WHOLESALE 125 CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY be beveled with a slope not steeper than 1:2. BEVELED CHANGES IN LEVEL DINING ROOMS t RESTAURANTS 00 POWER LOSS,THE EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED Changes level greater than o0 0 be ramped and shall comply with inch shall aALCON'ES with Section FROM STORAGE BATTERIES,UNIT EQUIPMENT OR AN ON-SITE GENERATOR.THE INSTALLATION OF THE EXPOSURE CATAGORY DESIGNED FOR CAT.B N 405 Or 406. LOAD PATH SEE CONSTRUCTION ANDW'ND PATH CONNECTION t..y EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.ILLUMINATION EMERGENY. 12 m Curb ramps on accessible routes shall comply 20, t to f ooF-FOUN ATION) AI PAGE a GENERAL NOTE PAGE with Section 406. NAILINS SC14 DULE SEE GENERAL NOTE PAGE a 1 M EMERGENCY LIGHTING: /. POWER TO COMPLY WITH SECTION 1011.5.3 NYS BUILDING CODE.THE POWER SUPPLY FOR MEANS Slopes of curb ramps shall comply with Section EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE N 405.2. FIRE PROTECTION C m ~ OF EGRESS SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. (5rOKE 4 CO2 DETECTORS) SEE FLOOR PLANS N K } y IN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS TRU55 ME515N SCISSOR TRUSS ROOF tj �� ILLUMINATE THE FOLLOWING AREAS: cn ENERGY CALCULATIONS GOMeheck U .'t^, ' C) Op 'IV + 1). EXIT ACCESS CORRIDORS,PASSAGEWAYS,AND AISLES IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. LEGEND -� 2). EXIT ACCESS CORRIDORS AND EXIT STAIRWAYS LOCATED IN BUILDINGS REQUIRES TO HAVE TWO OR BATHROOM SPECIFICATIONS OR MORE EXITS. N.T.S. EMERGENCY EXIT LIGHT 3).INTERIOR EXIT DISCHARGE ELEMENTS,AS PERMITTED IN SECTION 1013,IN BUILDINGS REQUIRED TO S HAVE TWO OR MORE EXITS. 4).THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATLY ADJACENT TO EXIT DISCHARGE DOOR- Bathroom(s)are to be ADA compliant as per 6 0"M[N ® LIGHTED EXIT SIGN WAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.THE EMERGENCY POWER SYSTEM SHALL ICC 2003/ANSI A117.1. PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES I 24' 2' 36"GRAB BAR SMOKE DETECTOR AND SHALL CONSIST OF STORAGE BATTERIES,UNIT EQUIPMENT OR AN ONSITE GENERATOR.THE Water Supply and drain pipes under lavatories (33-34,"ABOVE FLOOR) INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. and sinks shall be insulated or otherwise configured to protect against contact.There EXIT ACCESS: shall be no sharp or abrasive surfaces under THE EXIT ACCESS ARRANGEMENT SHALL COMPLY WITH SECTION 1014 AND THE APPLICABLE PROVISIONS OF lavatories and sinks. OCCUPANCY CALCULATIONS (TABLE 1004.1.2) Z SECTION 1013,NYS BUILDING CODE.THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE Accesible lavatories and sinks are to comply FRONT ELEVATION MOST REMOTE POINT TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF with Section 606. EGRESS TRAVEL,SHALL NOT EXCEED THE DISTANCE GIVEN IN TABLE 1015.1,NYS BUILDING CODE. A clear floor or ground space complying OCCUPANCY AREA S.F. OCCUPANT/SF TOTAL OCCUPANTS with Section 305.3,positioned for foward EXIST:1690 M--I FIRE EXTINGUISHERS: approach,shall be provided.Knee and toe 2"MAX 2"Mt". STORE NEW:360 clearance complin 3D CROSS 6s MAX w FIRE EXTINGUISHERS TO BE IN INSTALLED AS PER SECTION 3309 NYS BUILDING CODE, ALL STRUCTURES ag with Section 306 UNDER CONSTRUCTION,ALTERATION OR DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE shall be provided. EXIST:1264 Q APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE The front of lavatories and sinks are to be ® RECREATION NEW:Sys 15 NET llo MAX J Z MATERIALS HAVE ACCUMULATED.AN APPROVED PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED IN EVERY 34 inches maximum above the floor or Q� STORAGE AND CONSTRUCTION SHED.THE CODE ENFORCEMENT OFFICIAL IS AUTHORIZED TO REQUIRE ground,measured to the higher of the Z ADDITIONAL APPROVED FIRE EXTINGUISHERS WHERE SPECIAL HAZARDS EXIST,SUCH AS FLAMMABLE OR fixture rim or counter surface. 0 COMBUSTABLE LIGUID STORAGE HAZARDS. FIRE EXTINGUISHERS SHALL COMPLY WITH SECTION 906, NYS SIDE ELEVATION F-- BUILDING CODE. Faucets shall comply with Section 309. � Hand-operated,self-closing faucets shall Z � remain open for 10 seconds minimum. rn4 FIRE ALARM AND DETECTION SYSTEMS: Sinks are to be a maximum 6-1/2"deep. O E-- SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 907 OF THE Multiple compartment sinks shall have &F CONSTRUCTION CLASSIFICATION(SECT.602/TABLE 601): Z FIRE CODE. MANUAL FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION NFPA 72 AND 907.2.1 at least one compartment complying with THROUGH 907.2.23.AUTOMATIC FIRE DETECTION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS the requirement. MAY TYPE I&II: BUILDING ELEMENTS ARE NONCOMBUSTIBLE MATERIALS. U 903.3.1.1 OR 903.3.1.2 A TYPE III: EXTERIOR WALLS ARE NONCOMBUSTIBLE,INTERIOR HEIGHT OF LAVATORIES AND SINKS ELEMENTS ARE OF OTHER PERMITTABLE MATERIAL BY CODE. TYPE IV: HEAVY TIMBER(HT),EXTERIOR WALLS ARE NONCOMBUSTIBLE, INTERIOR ELEMENTS ARE OF SOLID OR LAMINATED WOOD W/O CONCEALED SPACES. ROOF FRAMING: IL NAIL NAILING SCHEDULE JOINT DESCRIPTION QATY SPACING NOTES TYPE V: STRUCTURAL ELEMENTS,EXTERIOR WALLS&INTERIOR WALLS RAFTER TO W WALL:3-8d COMMON EACH ARE OF ANY PERMITTABLE MATERIAL BY CODE. TOP PLATE 10'W'ALL:4-Bd COMMON RAFTER TOE-NAIL CEILING JOIST V WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3 7 EACH FACE 0 PARALLEL RAFTER WFCM-SBC LAP NAIL ROOF SHE ATHING: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE NAIL NAIL JOINT DESCRIPTION OVER PARTITION WFCM-SBC LAP NAIL QTY. SPACING GROUND WIND SEISMIC I FROST WINTER ICESHIELD FLOOD (�, COLLAR TIE AS PER TABLE3.4 EACH FACE AS PER TABLE3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT STRUCTURALPANEL 8d TO RAFTER WFCM-SBC END NAIL WFCM-SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE MOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD MODERATE SLIGHT TO TO RAFTER 2-8d COMMON END NAIL CEILING SHEATHING: W PERIMETER EDGE ZONE 8d COh1MON @ 6"O.C. Bid COMMON @ 6"O C. SEE MOTES 1,3 20 LBS. 120 B SEVERE 3 FT. TO HEAVYAT MODERATE 11 NONE - RIM BOARD EACH END JOINT DESCRIPTION NAIL NAIL 2-16d COMMON CITY. SPACING INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE&,I(BOTH FIELDS) ►� �I � Z TO RAFTER END NAIL -•--.-- NOTE:2 FOR PANEL FIELD `�,L� GYPSUM 7' O.C.EDGE WALL FRAMING: WALLBOARD Sd COOLERS 10"O.0.FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON C 4"O.C. 8d COMMON @ 4"O C. SEE MOTES.1,3 z IL NAIL NOTE: JOINT DESCRIPTION QATY SPACING NOTES WALL SHEATHING: NOTES CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY �"1,4 W 0 TOP PLATE TO 2-16dCOMMON PER FACE NAIL JOINT DESCRIPTION AIL NAIL SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. ct W a TOP PLATE FOOT SEE NOTE:1 TOP PLATES AT JOINTS FACE STRUCTURAL Sri COMMON AS PER TABLE 3.9 1).For roof sheathing within 4 feet of the perimeter edge of the roof.including 4 feet on each side of the roof peak, 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. U] �y Z INTERSECTIONS 4-16d COMMON EA SIDE NAIL PANELS WFCM-SBC The 4 foot perimeter edge zone attachments required shall be used. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 Ll1 STUD TO 24" FACE 7/16"OSB 6d COMMON 3"O.C.EDGE 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W 2-16d COMMON PLYWOOD 6'O C.FIELD 2).Tabulated 12 inch o c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49 �..�n STUD O C. NAIL �I O7 Far framing members with<0.42<G<D 49,the nail sparing shall he reduced to 6 inches o.c. HEADER TO 16"O.C. FACE GYPSUM 7'O.C.EDGE � (O rn 16d COMMON WALLBOARD �COOLERS 10'D.C.FIELD /�* /''� I ' I (D HEADER ALONG EDGES NAIL 3)framingabulated rswithnch .42iGacingaenails acingshallbng to reucedto3inr/muss cgso.c. swithG>9.49.For FIRE RES1STANGE-IRATED GONSTRUGTfON 0 TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END FLOOR SHEATHING: framing members with 0.42<G<0 49,the nail spacing shall be reduced to 3 inches o.c. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: JOINT DESCRIPTION BOTTOM PLATE TO: ON. SPACING 1),THE REQUIRED FIRE-RESISTANCE RATING OF FIRE-RE515TANC 5).WHERE REQUIRED BY THE CODE ENFORCEMENT OFFICIAL,A SIGN PER FACE NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE £ FLOOR JOIST,BAND JOIST,2-16d COMMON FOOT SEE NOTE:1,2 STRUCTURAL PANELS 6"O C.EDGE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES CONSTRUCTION(INCLUDING WALLS,FIRE STOPS,SHAFT SHALL BE PERMANENTLY DISPLAYED ON OR NEAR EACH FIRE DOOR END JOIST OR BLOCKING V OR LESS 8d COMMON 12"O C.FIELD SEE NOTES:1,3(BOTH FIELDS;) ENCLOSURES,PARTITIONS D AND FLOORS)SHALL BE MANTAINE IN LETTERS NOT LESS THAN I INCH HIGH TO READ AS FOLLOWS: �..� FLOOR FRAMING: 4'EDGE ZONE ed COMMON @ fi"O C. 8d COMMON @ 12"O C.ING: NOTE:2 FOR PANEL FIELD PER SECTION 103 NYS BUILDING CODE. 1.FOR DOORS DESIGNED TO BE KEPT NORMALLY OPEN: DESCRIPTIONJOINT NAIL NAIL NOTES: INTERIOR ZONE Rd COMMON @ 6"QC Bd COMMON @ 12"O.C. SEE NOTE:3 "F'RE DOOR-DO NOT BLOCK" NOTES OTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF 21 REQUIRED FIREBLOCKING AND DRAFTSTOPPING IN COMBUSTIBLE 2).FOR DOCRS DESIGNED TO BE KEPT NORMALLY CLOSED: (/] JOIST TO: PER TOE MENTIONED IN SCHEDULE NOTES ONLY. NOTES CONCEALED SPACES SHALL BE MAINTAINED TO PROVIDE "FIRE DOOR-KEEP CLOSED". 4_Rd COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL CONTINUITY AND INTESPITY OF THE CONSTRUCTION. BRIDGING EACH TOErequirements -" 1 Nailing THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ) 9 re quirements are based on wall sheathin 9 ii HOLD-OPEN DEVICES AND AUTOMATIC DOOR CLOSERS,18h}ER�` W 2-8d COMMON nailed 6"on-center at the panel edge K wall sheathing To JOIST END NAIL 1 For wall sheathing within g q 3).REQUIRED SMOKE BARRIER PARTITIONS SHALL BE MAINTAINED TO PROVIDED,SHALL BE MAINTAINED.DURING THE P is nailed 3"on-center at the panel adge to obtain higher ) g thin 4 fee[of the corners,the 4 foot edge zone attachment requirements shall EilD:1r�-'`9T BLOCKING EACH TOE be used. PREVENT THE PASSAGE OF SMOKE AND ALL OPENINGS PROTECTED DEVICE 15 OUT OF SERVICE FOR REPA'RS,THE nnyysvy�rf.*"". � - • ';` 2-8d COMMON shear capacities,nailing requirements for structural 'ri'"�"`"'� �•. �y y'iy. DRAWN: iV1H�ivls TO JOIST END NAIL members shall be doubled,or alternate connectors, WITH APPROVED SMOKE BARRIER DOORS Oe LEAKAGE-RATED OPERATES SHALL REMAIN IN THE CLOSED POSJT4c.wr) BLOCKING TO: EACH TOE such as shear plates,shall be used to maintain load path. 2)Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with (SMOKE)DAMPERS. d�• 3-16d COMMON G>0 49 For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. ! SILL OR TOP PLATE BLOCK NAIL g g 1).SWINGING FIRE DOORS SHAL CLOSE FROM FU �' P ITION'• �Y'f'� �" SCALE: NTS LEDGER STRIP EACH FACE 2).When wall sheathing is continuous over connected 4).OPENING PROTECTIVES SHALL$E MAINTTINED IN AN OPERATIVE AND LATCH AUTOMATICALLY.THE DOOR GL t H L �y,��T -"* JOB#: 3-16d COMMON members,the tabulated number of nails shall be permitted 3)For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. $t ?'C? a+h tr' rt �" a TO BEAM JOIST NAIL CONDITION IN ACCORDANCE WITH NFPA 80.FIRE DOORS AND ENOUGH FORCE TO CLOSE AND LATCH THE �y � t` ',+""• to he reduced tot-16d nail per foot. ; "L Januaty 07,2009 JOIST ON LEDGER PER TOE SMOKE BARRIER DOORS SHALL NOT BE BLOCKED OR OBSTRUCTED PARTIALLY OPEN POSITION. > Y 3-8d COMMON k1' TO BEAM JOIST NAIL OR OTHERWISE MADE INOPERABLE.FUSIBLE LINKS SHALL BE qr, 6' •" ,aka? •�' SHEET NUMBER: BAND JOIST PER END REPLACED PROMPTLY WuF4EVER FUSED OR DAMAGED.FIRE DOOR 8).HORIZONTAL OR VERTICAL SLIDING AND ROLLING RED _ R 3-16d COMMON v,�,. Yy. TO JOIST JOIST NAIL ASSEMBLIES SHALL NOT BE MODIFIED. SHALL BE INSPECTED AND TESTED ANNUALLl�tO NFIR BAND JOIST TO PER TOE NAIL PROPER OPERATION AND FULL CLOSURE.A III2-i6d COMMONtEGOR S d"�• p�` _ SILL OR TOP PLATE FOOT SEE NOTE:1 SHALL BE MAINTAINED AND AVA'LABLE TO THE 'e ENFORCEMENT OFFIGAL. I 22h G.eR ? �^ II � I