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HomeMy WebLinkAbout38584-Z Town of Southold Annex 12/3/2014 P.O.Box 1179 - 54375 Main Road ► Southold,New York 11971 1f:Y.CGrxf1��}: CERTIFICATE OF OCCUPANCY No: 37304 Date: 12/3/2014 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 6245 Cox Ln, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 84.-1-32.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2013 pursuant to which Building Permit No. 38584 dated 12/20/2013 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: alteration and addition to an existing commercial building as applied for. The certificate is issued to Corazzini Realty LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A riz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38584 Date: 12/20/2013 Permission is hereby granted to: Corazzini Realty LLC PO BOX 1281 Cutchogue, NY 11935 To: Additions and alterations to an existing commercial building as applied for per Southold Town Planning Board approval. At premises located at: 6245 Cox Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 84.-1-32.1 Pursuant to application dated 11/6/2013 and approved by the Building Inspector. To expire on 6/21/2015. Fees: COMMERCIAL ADDITION/ALTERATION $2,578.00 CO -COMMERCIAL $50.00 Total: $2,628.00 Building Inspecto - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 J Date. New Construction: //� � Old orPre-existing �Building: (check one) Location of Property: tl�2`(�' /eTJ %_4_1) X LN�� �C�`�` q House No. Street / ,y� Hamlet �Owner or Owners of Property: 9(C4fA,4t> y� y ,v Suffolk County Tax Map No 1000, Section Block Lot .J3v?. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ &-3407 Applicant Signature �o��pf SO(/ryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUN TION 1 ST [ ] ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION t FIRE RESISTANT CONSTRUCTION [ ] [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE I �� INSPECTOR ` i sooryo� •�� G C eutom,� TOWN OF SO OLD BUILDI G DEPT. X765-1802 INS -1 O [ ] FOUNDATION IST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ling! Eb::::c N 0 ► �- i DATE - © � C INSPECTOR oF So�jyo S� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: )SPEM075� DATE `�` r INSPECTOR PAMA ROUGH FRAXWQ 8z PLUMING r ►INSUL ATION STATE I&NERGI(CiDDE IlliN r ADDITIONAL COMMNT ��. Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees L Flood Permit Examined 2 U 20 I 8I Storm-Water Assessment Form ontact: y� �fZlS.ZZ' otifc Approved ��� 0,c) 20�� 1W ..6 m Mail to: 0,a>. i>D)l og Disapproved a/c �JT�tr1r�Am—n ll 4 1,�,� BLDG. DEPT. Pho Expiration--W 2 20-S' TOWN OF SOUTHOLD q Building Inspector 5 APPLICATION FOR BUILDING PERMIT Date {(,— �— � , 20 INSTRUCTIONS 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. Signature of appli ant or name,if a corporation) f-2l�_ (Mailing address of applicant) �r�S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6 W m6a, Name of owner of premises—9b �� � (As on the tax roll or latest deed) If applicant is a corporation, signaturr,of duly authorized officer (Na title of corporate officer) Builders License No. 1?::, 374- Plumbers 7LPlumbers License No. Electricians License No. Other Trade's License No. 1. Location of lan o which prqposed work will be done: (a cum I Jq3,� House Number Street Hamlet County Tax Map No. 1000 Section 94 Block 01 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intendgd use and occupancy of proposed construction: a. Existing use and occupancy OE61ia: QJ MA �6hkACE b. Intended use and occupancy MM amaj 6e ODD G 3. Nature of work(check which applicable): New Building Addition LZ Alteration Repair Removal Demolition Other Work { 4. Estimated Cost 15( or) Q Fee (Description) (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. lV 7. Dimensions of exi ting structures, if any: Front (,' Rear (�© Depth Height Qb Number of Stories Dimensions of sarRe structure with alterations oradditions: Front ]CPLO f Rear I Depth Height on, Number of Stories 8. Dimensions of entire new construction: Front Rear �n Depth 7 Height Number of Stories 9. Size of lot: Front Al.-70 to Rear � /&' 95�og Depth 10. Date of Purchase O q"I Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate anyzoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded?YES NO V/Will excess fill be removed from premises?YES NOVI 14. Names of Owner of premises gI C"A>Cb 4-7ZAIlress000 �J465 lel"�DPhone No. W1-734-510 00 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE jEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1/ * 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� I11 A af Wfb Co Kkzz4 Al r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Proms( b5/V—r (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. Sworr�t9,before me this I` day ofPV 20� Notary Public Pf8AN0 Signature of plicant IUSAN No"public,State of NewYbiR No.01875046835 Qualified M Suffolk n„ Commission Expires Jul,5. .'16 PLANNING BOARD MEMAILING ADDRESS: MBERS ��0f SOurQ P.O.Box 1179 Chair DONALD J.WILCENSHI Southold,NY 11971 • �� �l� OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE JAMES H.RICH I II54375 State Route 25 MARTIN H.SIDOR Q AQ (cor.Main Rd.&lyYoungs Ave.)Southold,NY Telephone: 631765-1938 PLANNING BOARD OFFICE Fax:631765-3136 TOWN OF SOUTHOLD N �1 ovember 5, 2013 NOV _ 6 2W Mr. William Kelly BLDG. DEPT. 22355 Cox Lane, Unit#4 Town or SDUTHOLDU Cutchogue, NY 11935 Re: Approval: Site Plan for Richard Corazzini Located at 6245 Cox Lane, ±560' n/e% CR 48 & Cox Lane, Cutchogue SCTM#1000-84-1-32.1 Zoning District: Light Industrial (LI) Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 4, 2013: WHEREAS,this proposed site plan is for a 5,820 sq. ft. addition to an existing 3,150 sq. ft. building for office space and storage on a 6.8 acre parcel in the LI Zoning District; and WHEREAS, on November 10, 2009, William Kelly, agent to the applicant, submitted an application for site plan review; and WHEREAS, on December 8, 2009, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the site plan; and WHEREAS, on November 27, 2012, William Kelly, agent to the applicant, submitted a revised application for site plan review; and WHEREAS, on December 19, 2012, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the site plan; and WHEREAS, on January 23, 2013, William Kelly, agent to.the applicant, submitted a revised application for site plan review proposing a 6,000 sq. ft. building where the original application was for a 2,520 sq. ft. building; and WHEREAS, on January 30, 2013, the Planning Board received the information required to make the application complete and accepted the application for review; and r Richard Corazzini Page Two November 5, 2013 WHEREAS, on February 22, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); and WHEREAS, on March 1, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on March 1, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 8, 2013, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, on March 18, 2013, a public hearing was held and closed; and WHEREAS, on March 21, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on April 18, 2013, the Southold Town Engineer reviewed the above- referenced application and required additional information regarding the proposed drainage schematic pursuant to Chapter 236 for Storm Water Management; and WHEREAS, on May 7, 2013, the Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as lead agency for this Unlisted Action; and WHEREAS, on May 30, 2013, the applicant submitted a copy of the site plan approved and stamped by the Suffolk County Department of Health Services (SCDHS) on May 17, 2012 for"Warehouse and Office Space @ 239 gpd" under Reference Number C10- 09-0008; and WHEREAS, on June 3, 2013, the Planning Board, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 11, 2013, William Kelly, agent to the applicant, submitted another revised application for site plan review proposing to reduce the size of the building from 6,000 sq. ft. to 5,820 sq. ft.; and I Richard Corazzini Page Three November 5. 2013 WHEREAS, on August 23, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the revised application to the Town Engineer and Chief Building Inspector for their comments; and WHEREAS, on September 19, 2013, the Southold Town Engineer reviewed the above- referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on November 4, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on November 1, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed Contractor's Yard as a permitted use in the Light Industrial Zoning District; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with three (3) conditions to the site plan entitled "Corazzini Property", dated October 28, 2008, last revised October 9, 2013, prepared by S.L. Maresca Associates and authorizes the Chairman to endorse the site plan, including the following three (3) plans: 1) Site-1 2) Site-2 3) Site-3 Conditions: Prior to the issuance of a Certificate of Occupancy, the applicant shall: 1. Remove all RCA material from the area beyond the subject property line and allow the area to re-vegetate naturally. 2. Mark the property line in this area using concrete blocks to prevent encroachment in the future. 3. Plantings, including trees, shrubs and other plants (landscaping), as shown on the approved site plan, shall be planted in a growing condition according to accepted horticultural practices and they shall be maintained in a healthy growing condition. In the event that a planting dies or is otherwise destroyed or removed, it shall be replaced by the property owner within six (6) months or during the next planting season for that particular plant material. I Richard Corazzini Page Four November 5, 2013 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so 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. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, r Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map MAILING ADDRESS: PLANNING BOARD MEMBERS *V SOUT�o Southold,Box 1179 11971 DONALD J.WILCENSHI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH MARTIN H.SIDOR Olil'Cnit (cor.Main Southold,NY Youngs Ave.) Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 DEC - 3 2014 Cutchogue, NY 11935 k jL__-___ Re: Approved Site Plan for: Richard Corazzini 6245 Cox Lane, ±550' n/o CR 48 and Cox Lane, Cutchogue SCTM#1000-84-1-32.1 Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made October 8, 2014 and the Work Session held on November 17, 2014. The site is now in conformance with the Approved Site Plan entitled "Corazzini Property", prepared by Steven L. Maresca, dated October 28, 2008 and last revised October 9, 2013. Condition: The Board permits the Applicant to bury all existing overhead utility lines and requires the Applicant to pave the driveway from Cox Lane to the building once they have been buried. This driveway shall be swept at least once a month pursuant to the letter submitted by Richard Corazzini, stamped received by the Planning Board November 17, 2014. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies. Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, t Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer 44 r Scott A. Russell ,fid James A. Richter, R.A. SUPERVISOR a' N Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 v' 2 p � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560p Fax#: (631)-765-9015 MICHAEL.COLLINSOMWN.SOUTHOLD.NY.US '� 1 jAMMA[CHTEROTOWN.SOUFHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) TO. ENGINEERING DEPARTMENT PLEISE MAX TAE FOLLOUK BALD or INF1 MATION.• FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: ❑ Stormwater Management Control Plan APPLICANT: �tuc�r7 e!�P.Q�,� ❑ Completed Chapter 236 Stormwater S.C.T.M. ': Jap -may — C7l- �jZ , Review Checklist PROPERTY ADDRESS _{� � �� LArLL !<s BRIEF PROJECT DESCRIPTION. pP�'Z � 1� 1�He'd.-�''( �'�r Y - „r•�v � t►L�71L� �� V�.�_c.. � i�7 FOR ENGINEERING DEPARTMENT USE ONLY''°'°'°'` Reviewed By: Date. Approved: I Additional Information Required: DATE: CHAPTER 236 APPLICANT: storm�water Review Checklist S.C.T.M.#: - PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.boundaiies b. total site acreage .. c. existing and natural and man-made features on and within 500 feet of the site boundpi y as re aired in§236-17(Q(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads,driveways, / sidewalks drainage hn rovements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring J. location of proposed soil stockpile area(s) k. location of the proposed donslruetion entrancelstaging areas 1. location of the proposed.concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(MgMiredforglan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet-structures(e.g.catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 1 . *pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Southold,NY 11971-0959 _ Cou vi, �.- BUILDING DEPARTME t TOWN OF SOUTHC -j October 29, 2014 Corazzini Realty LLC P.O. Box 1281 Cutchogue, New York 11935 , RE: 6245 Cox Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) _ Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38584-Z Additions/Alterations to Commercial Building P rc _ We , a r,� ISSI If+I. s s »- F-` ys•,' �-� wS.t •Y �iN,„sir :���. ,s• "��r t .,.a .:'"'3 £ .y��>x, w jg ... ., ay: +� �. � m ..rte` r� �. � r..,.�� �i �`• lo, .,, &4 it r ,.w•. qe,r. a z{ a ,,aJ ;{ 6 ,.v,1 S �da r r '"."' .. � '.� d ��-a✓ '' ys".' 4:.. .t. `3s>N .tpr NSk�i� »�$^ st -dl ys,• R, ,: a "i :", ��,,. ,m. 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W :. . � t jj i CORAZZINI SAND Et GRAVEL 62485 COX LANE CUTCHOGUE,TOWN OF SOUTHOLD i -j -j a CO SUFFOLK COUNTY, NEW YORK s TAX MAP NO. 1000-84-01-32.1 Z 0) SUFFOLK COUNTY HEALTH DEPARTMENT PERMIT NO. C10-09-0008 U O o PROPOSED REDESIGNED v PROPERTY OWNER: STONE BLEND DRIVE & PKNG. 10' HIGH LEYLAND CYPRESS RICHARD W. CORAllINI PO BOX 1281 CUTCHOGUE, NY 11935 W W (n W @ 10 a (SEE PAGE SITE-3) ' O.C. ALONG SITE DATA H ZONING CLASSIFICATION LI Q Q Q x Q c J \ NOW OR FORMERLY EAST PROPERTY LINE EXISTING Et PROPOSED USE SAND Ft GRAVEL SUPPLY YARD m ED ED W O a 0 .14 1N ' T FLUGER 565.36 , 1 OUTLINE OF EQ•UIPMN TOTAL AREA OF SITE 6.86 ACRES / 298,965.875Q.FT z Z Z � �O z Z - AREA OF EXISTING BUILDING 3,150 SQ. (1.05%) Z Z Z O Z U_ p e STORAGE AREA I - Y X (1) w N j AREA OF ASPHALT PAVEMENT 1,514 SQ.FT. (0.52%) Z Z Z W Z U) � I W AREA OF PERVIOUS PAVEMENT 21,218 SQ.FT. (7.1%) J CC Q Z Q W m _ g Q J Q O W Q AREA OF CONCRETE WALK 340 SQ.FT. (0.1%) a a- 8- 6 m � _ - ER SUPPL�( L N w -- �° REMAINDER 272,748.87 SQ.FT. (91.2%) i tr OC OC �' C7 \ \ f W W W W W Z - - 2�' BLUE BRA E W--W I F / / N Z7- AREA OF PROPOSED BUILDING 8,970 SQ.FT (3.03%) n- cn (n W a Z -� --0 � \ AREA OF ASPHALT PAVEMENT 726 SQ.FT (0.24%) Q Q Q w < J Z _ M _w __ I 7-� S AREA OF PERVIOUS PAVEMENT 25,463 SQ.FT. (8.5%) 0 Q Z g � - / / R1�2 m AREA OF CONCRETE WALK 340 SQ.FT (0.1%) z 0- N �/ - j / N REMAINDER 263,466.87 SQ.FT (88.13%) g W 1'10 _ - °�' ° cr O ALLOWED - 89 689.74 SQ.FT. OR(30%) W p 0- N 39 1 fO COVERAGE: (BUILDING) Q � _ 1 r� PROPOSED - 8,970 SQ.FT. OR (3.03%) < ; 5P�/ \ o COVERAGE: (LANDSCAPING) 81 i GAG I MINIMUM LANDSCAPED AREA TO BE PROVIDED 74,741.45 SQ.FT. OR (25%) l�� , - _-/ PROPOSED - 5,520 SQ.FT. OR(1.8%) ch co M M N N 04 W w O Cp D MOBILE TRA LER I / l \\ \O�� _ \ RECO / ` _` \� - T T r T T T T \ \ I • / ° \ _ _ / \ PARKING CALCULATIONS rn CO r �_ 00 ofI- _ O CD to T- .- rn c0 OFFICE r O O O r O O o -_$-_-- � PROVIDE 1 PARKING SPACE / 100 SQ.FT. OF BUILDING AREA \ �,� / �P� WAREHOUSE AREA / ;; / OVERHEAD UTIL U / ,,, PROVIDE 1 PARKING SPACE / 1,000 SQ.FT OF BUILDING AREA Z _ AB 5 f' 3 ._e' 12 _ C1P'G� \ (' � OFFICE 630 SQ.FT. 10 1 QP�j ` 0o PARKING REQUIRED 7 SPACES _ 1Q 8 340 5 FT. ♦^ O •r �T -+` 9 1 O ~` WAREHOUSE AREA • V J / \ / 56.2' \�`.c_ ,4,j \ 1 / ��2 \ \ j PARKING REQUIRED 9 SPACES , - Imo- 6 : W = �, A' o I Xi TING MOBILETRAI ER I w Z A y / \ \ O TOTAL PARKING REQUIRED 16 SPACES N 46055'59" E \ ,.�� BE RELOCATED _ g�• / TOTAL PARKING PROVIDED 16 SPACES --- 1 / \£O (INCLUDES 1 HANDICAPPED SPACE) 60. III a 93.14 0 V I TORY 1 1 \ SANITARY DESIGN CALCULATIONS I� EXISTING 1 SING 16 /-� ,�3 / \ 4 ' METAL BUILD 15•' S\ A-A I.ALLOWABLE DENSITY O � �FFE 101.5 �4 D ON SLAB - N o_ Cn 3150 S.F ! y 1 TOTAL QUALIFYING ACREAGE: 6.86 ACRES O I I - aaG �} £ Z HYDROGEOLOGICAL ZONE IV: 600 GPD/ACRE MAX.ALLOWABLE DAILY FLOW r�1 Y ��v \ \ 6.86 ACRES X 600 GPD: 4116 GPD .E N Z co /-✓ TY © / ` \ G �z II.DESIGN CALCULATIONS W O cli = - BULK STORAGE AREAS j� 4 � o _ Q > 0 G �f TOTAL OFFICE AREA= 630 SQ.FT. m \ °° / - o. //� \\ \ ��O TOTAL WAREHOUSE AREA=8520 SQ.FT. O 01A 13 o I I i g / \ \ G NON-MEDICAL OFFICE SPACE@ 0.06 GPD/SQ.F0 CL 630 X 0.06=37.8 GPD w (1) a0 E CA, 1 \ \ \ Cn n ( GENERAL INDUSTRIAL WAREHOUSE SPACE @ 0.04 GPDISQ.FT C: co c6 8340 X 0.04=333.6 GPD 0 \ \ Ile TOTAL DENSITY=371.4 GPD ALLOWABLE DENSITY=4116 Q PROP ED 1 STORY / \ - \\ \ / � \ \ \ \ ` 0 III.SANITARY DESIGN FLOW METALLBUIL GO . SLAB / \/ � \ � 1 / 1.SEPTIC TANK: 371.4 GPD X 2 DAY'S FLOW=752.8 GPD • ,,'' � .l � j U 00 GALLOON4CAIPACID DEPTH SEPTIC TANK J 1 ITY F.F.E 10 .5 8p S.F. \ _ , - / �/ ( � O 2.LEACHING POOL • / Q 371.4 GPD/1.5 GPD/SQ.FT=247.6 SQ.FT. \ PROVIDE MINIMUM 300 SQ. FT.SYSTEM 1 1 \ I f \ \ USE 1 -8'0 X 12'DEEP LEACHING POOL / 00 �� tt° TOTAL CAPACITY=300 SQ.FT. 1 III i _ / / ' \ ` ��o \ 3.MIN.50%EXPANSION POOL \ i '/ /� �\ �� \\ GRAVEL BINS @ 15' FROM EAST PROVIDE FOR 1 -8'0 X 12'DEEP EXPANSION POOL �k ig, , � TOTAL CAPACITY-300 SQ.FT � PROPERTY LINE OR IN LINE DRAINAGE CALCULATIONS(DESIGN FOR 2-RAINFALL IN 1 HOUR) �' �� �0P. ��"• KPIL S� I WITH DUMP ENTRY GATE ) 1-3 EXISTI N�ST J \ w /,.� A. PROPOSED 1 -STORY METAL BUILDING v OF SAND AND RAV CL I � \ � 60 X 97'=5820 SQ. FT. X 1 X 2112=970 CU.FT CAPACITY REQUIRED � � z�' I I \G 970/42.2=:t23 LIN.FT OF 8'0 DRYWELL PROVIDE 2-8'0 X 12'DEEP DRYWELL � c v' C =110133 �� CU. FT PROVIDED �.�S \ ) 1 B. EXISTING 1 -STORY METAL BUILDING �`� `r����• Z O 1 6'` \ / / 3 _J / �` \ \ /I \ 75 X 42'=3150 SQ. FT.X 1 X 2/12=525 CU. FT CAPACITY REQUIRED 525/42.2 LIC 12.44 LIN FT.OF 8'0 DRYWELL LIC T �\ PROVIDE 2-8'0 X 8'DEEP DRYWELLS N O \ l` \\ \\\\\ \\ j / �/ / I I I \ v 1 \ \G =1675 CU. FT PROVIDED / \ \ 1 j 1 THE UNDERSIGNED,PURSUANT TO SOUTHOLD TO'�'�N CODE SEC T I�: N � • EXISZNG STOCKPIL S .� I l 1 I \ 1 \ 1 I I _i / / _ _\ \ \ \ U a W 100-254(n,ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN Z 1 \ ` SA AND GRAVE (P-� ) J I �- - / ( , , / a/moi APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL L`ATED O . \ / �/ /20a ARE ACCEPTED(SEE CONDIT 0,NS ON RESOLUTION). = Q \c;, \ PL RINT NAME w 1 .2g1 Q y SI GD ATURE TITLE DATE O 7 1 APPROVED BY ^�^ �/ ' TOWN OF SOUTHOLD PLANNING BOARD L.i. - ASTERN RED CEDAR @ 7 O-C. ,� - O 25 7 TO 8 TALL E `� (,, \ rn ,(� ,, � Z Z w O N 4' HIGH BERM ALONG SOUTH PROPERTY LINE. \ Cfl CHAIRPERSON SIGNATURE DATE - Q / 1v J "-- '0 NOTE:The approved site development plan shall be valid for a period of eighteen(18) O �/ NO WELLS USED FOR DRINKIING WATER 0 months from the date of approval as per code section 100-255. �� !� i/ / / WITHIN 150 OF PROPERTY LINES SJ Q X CID KEY MAP LEGEND: U Ln O A- 8'0 X 12' DEEP DRYWELLS (SEE PAGE SITE-2) 1 = 1900 1900' 0' 1900' 3800' (� 1 �� �� FoaMEao�o B - 8'� X 8' DEEP DRYWELLS ( ESCENT WALL SCONCES i 1 Oa v'1� C - 26 WATT COMPACT FLUOR C� ION so ABOVE GARAGE DOORS. DARK SKY COMPLIANT (SEE PAGE SITE-3) / Long Island Sound D - 75 WATT DARK SKY COMPLIANT WALL CYLINDER �//-mow BY ENTRANCE (SEE PAGE SITE Duck Pond Pt o Oa - IN FIXTURE SECURITY LIGHT, MOTION SENSING v 0 38 E TW o p F DRAWN BY: LR ��S 2 DARK SKY COMPLIANT (SEE PAGE SITE ,/ (fV 0 S� a 1. - PROPOSED SEPTIC TANK ti DATE: 10.28.08 2. - PROPOSED 8'0 X 12' DEEP SANITARY LEACHING POOL / D O O SCALE: AS NOTE[ 3. - POSITION FOR 8'0 X 12 DEEP SANITARY EXPANSION POOL SITE PLAN W/ IMPROVEMENTS _ 4. EXISTING SANITARY LEACHING POOL TO BE ABANDONED / O PAGE SITE-2 � O SHEET / „ _ (1-4 SEE ) oO i SCALE: 1 - 30 " WATER METER W/ COPPER CONNECTIONS, X - EXISTING 2 ��� �o� 1000-84-01-32.1 „ _ , EXISTING PUBLIC WATER MAIN SCTM# 1 - 30 / ALL SITE DATA FROM A SURVEY BY REDDAN SURVEYING INC., 30' 0f 30' 60' Y - PROPOSED 2" RPZ VALVE IN HOTBOX Hain MEDFORD, NY 04.03.06 REVISED 09.08.06 Z - BRASS CURB STOP W/ EXTENSION TO GRADE TMArrITUCK AP Ps.� OF 3 SHEET TOPOGRAPHY REVISED 10.28.08 SCDHS PERMIT#C10-09-0008 05.17.12 i i 3 Im ,4 i z N U) 0 O q LU� 0: . " PUBLIC WATER SUPPLY � N w 2 � LOCKABLE CAST IRON � � Ld LUO / \ i/ \ COVER TO GRADE W p CL N O� Ir FINISHED GRADE 0 0 0 - 00 m / 8"MIN.TRAFFIC BEARIN SLAB 1'MIN 2'MAX` 2 m m CO ui m d 0 11 r WHERE NECESSARY ,: _._ ----- C'3 C�3 C7 U) U Z 10 -2 I ----- ` °" zzz0Z0 ? 0 i INLET _ 1. Z Z Z = Z u' p CA �� , _ _ 0 f PERMITTED SANITARY SYSTEM- MINIMUM4"OICLASS Z Z Z w Z ZCC 0 U EXP. 1 - 8'0 X 4' L.D. 1200 GALLON SEPTIC TANK ; ; HEAVY DUTYLOCKING2400 SEWER PIPE a o o w CAST IRON COVERS a j a m Cc --- TO GRADE PITCHED Y�"/1' W 5io �:TEST ,. _ _ _ S, 1 8'0 X 12' DEEP LEACHING POOL i FINISHED GRADE J � }' 25' AX. I O � � � W � � Z M / �Q 8"MIN.TRAFFIC BEARING 2 -6-A_X U +, I� U) U) U) Z Z OLE 1 - 8'0 X 12 DEEP EXPANSION POOL '4 ' SLAB MINIMUM cav CHIMNEY civ ? Q ¢ Q w ¢ Q z LU01u, 10 z INLET ----- ------ � 3 MIN. I Q 0 a. cy D / OUTLET w 'x. w cc _ — MINIMUM 4"0 CLASS r a ( Z p w 2400 SEWER PIPE z ~ \ _- `_v MINIMUM 4"0 I I w PITCHED y4"/1' °D SDR 35 PVC PIPE i a 0 m a. OR EQUIV. 6'MINIMUM I BACKFILL WITH Q H / \ •�� _ EXISTING SANITARY TO BE REMOVED a ` -i PITCHED MIN.Ye"/1' PENETRATION _CLEAN SAND 44 NS ° INTO VIRGIN I 3' MIN. ABOVE GROUNDWATER AND GRAVEL AS PER SCDHS REGULATIONS z SAND&GRAVEL TT T T 0) T WW � I N ±691 S F MOBILE TRAILER O N EXISTING N r N r r Q O CO � T .- O O O r O O / T TYPICAL SLAB TOP LEACHING POOL CYLINDRICAL SEPTIC TANK � NO SCALE - SEE PROFILE NO SCALE - SEE PROFILE U) W / o •� C� • ot F- �'? / �' 1- 8'0 X 12' DEEP LEACHING POOL Q / �� / O S 1- 8'0 X 12' DEEP EXPANSION O / U cn / I / �� EXISTING 3150 SF 1 - STORY BUILDING -EDGE of BUILDING � / I `V OCKABLE CAST IRON (n rn � J I / 630 SF OFFICE / 2520 WAREHOUSE) COVERS TO GRADE ACKFILL WITH CLEAN SAND TO MIN. 6' U) .� FIN. FLR. ELEV. 101 .5 INTO VIRGIN SAND & GRAVEL Q � � z \ I / Q► Q� ( GRADE EL. ±100.0 Q c m I.E.97.0 I U 1/ ._ I 1/4"/FT MIN. IT ELEV. 98.0 ,, o 8 /Fo o. I.E.98.0 8'0 X 4 L.D. I ELEV. 97.5 W � ob E \ -✓ I.E.97.6 cu 1200 GALLON I.E.97.11 I _ / N SEPTIC TANK cn I LEACHING I V \ 0 PROPOSED 80 X 8, OR 12, DEEP O ' POOL C — J I0 —� G DRYWELLS FOR ROOF RUNOFF > � O3 0 I oc • MINIMUM 4"0 LU U) I —� 1 CLASS 2400 SEWER PIPE I_ O• \ ELEV. 85.5 IcdI � NO GROUND WATER - 1a \ ENCOUNTERED — PROFILE NO SCALE -- PROPOSED 5820 SF 1 - STORY _ 9"LEADER METAL BUILDING ADDITION TO CONNECTION 24"CAST IRON FRAME&GRATE. EXISTING WAREHOUSE SPACE AT BUILDING CAMPBE1007BOLLFOUNV DEQU L. 30 PSI REIN / -- - _--� — 10076 OR APPROVED EQUAL. CONN 1 REINFORCED - -_ CONCRETE TRAFFIC COVER. _ 6"MASONRY USE#4 REBAR / - ---- FINISHED GRADE ELEV.±100' CHIMNEY @ 4"O.C. EACH WAY �--_ — — __ ---_---�- ENLARGED SAN ITA R LAN - - -- --�- 1 " = 1 0' (DSCALE: z 1— ---_ ---__ E ❑ � El ELEV. DRYWELL ----_ a � ELEV.. 1±98.25 � .. — -- o151 El UJv - - - --- -- -- W -- 9"CORRUGATED POLYETHYLENE --- ---- ---- -- / PIPING(TYP.)VARIOUS LENGT S� 9 ----—------- - - MINIMUM SLOPE '/ APPROVED BY 0 m: INV EL ±97 • O PLANNI BOARD — ERT , � =-- --- -- - ---- /' TOWN OF OUTHOLD — W O --- __ —_-- 8O 12 DATE —-- - -- - - ------ 100 .o _ -----—-------__---------_ E L 100 0 _ - --- 0 --- MIXED SAND, ��Ems` -- -- - - - _-- LOAM&GRAVEL O U Q Y MAP ------ _-- — - --- __--- / 2.0' U --- BROWN SILT O — KE — — Z — I— _ 1" = 1900 - 3 - ------ _-- , 4.0 1900' 0 1900 3800 ------_--- _ o BROWN FINE TO --- / COARSE SAND W/ Long Island Sound -___— 20%GRAVEL SW O > � � s.o NO 8 W Duck Pond Pi: � -- GROUNDWATER PALE BROWN ENCOUNTERED DRAWN BY: LR p v D \ FINE T COARSE SAND BACKFILL MATEERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE RING DATE: 10.28.08 SAND AND GRAVEL(TYP.) W/6 OZ. NON-WOVEN GEOTEXTILE FABRIC SCALE: AS NOTED J SW 23.0' SHEET °8 - SCTM# 1000-84-01-32.1 TEST HOLE TYPICAL DOWNSPOUT AND DRYWELL ALL SITE DATA FROM A SURVEY IBY REDDAN SURVEYING INC., NO WATER ENCOUNTERED SCALE (COMMERCIAL 3�7[Er=2 MEDFORD, NY 04.03.0E6 REVISED 09.08.06 NO TEST HOLE PERFORMED NOT TO SCALE ' TOPOGRAPHY REVISED 10.28.08 BY McDONALD GEOSCIENCE 05.01.09 (M°In SCDHS PERMIT#C1 CD-09-0008 05.17.12 OF 3 SHEET -— - --- LL - J J J J Heath Zenith& Motion Sensing Secuety 3FOOTCANDLES AND BEAM DIAMETERS Light in Rust (HZ-579 8-RS) ON AT 30 ABOVE FLOOR _j U m FIXTURE OPENING J DIA. OF CIRCLE SKU 3299�666 ¢ • � ABOVE FLOOR U " E. MOTION SENSING SECURITY LIGHT ILLUMINATED w 4.0 8 FT.: "IIiM" Praduat[Mails 7 1 FT 13.0 > INCANDESCENT FLOODS X P4 W/ 2 - 120W PAR 38 270 decree OC oC < W 2 2 7 0 10 FT 100 ft.detection range ¢ •� I 9.7 FT. Powder coated rrl�tal fixture En Thumb screw ad[Ltstments m m [n W v ^' 1.3 4.4 12 FT. EnerityStar lkstlad Z_ Z_ Z_ I ` v 12.3 FT. Dark Sky compElartt Z Z Z I 0.9 3.0 14.9 FT. 14 FT'. Extends bulb life by.4 times Z Z Z W •� INCANDESCENT WALL ¢ ¢ � � D. 75 WATT INCAND Dluaibrite a (L � ¢ CL FC FC ' ABOVE GRADE Alertftash CYLINDER 6 75 WATT INCANDESCENT LAMP us+astwol2o watt m.ax Par 38 Ba�ltil+s w w w Z tear warranty 0." 11 n•• W ° 5"!D CYLINDER FIXTURE Un UD Un Z I Rust ¢ ¢ ¢ v C. 26 WATT COMPACT FLUORESCENT WALL SCONCES 15' ABOVE GRADELIGHT DIAGRAM \ z N I FOOTCANDLE VALUES SHOWN Z J W DIAGRAM IS SCHEMATIC PHOTOMETRIC DATA ti±"� (fort mrern••aeoa lobi on troe•ol ; M U I Ieo-Foolo•ndle Qirves LU __72Bvr IkioraaoeM/1700 luetero Mode r G&2000•ENERGY STAR09 .o o tv xo i:) C� � CO Patented Design•IES Full Gatoil Woo >D' . 1 T T fL r to W 30' tl t ffi a 3• Q N C\1 *- Q r. to I 0.1 _ -- . _ o S_ GB-2000 - o Q O Q Q 4Mounted 010' 20' VAN tmhh(20w mmpad r►,ote.R•d bJb ktcMxfedl ri m GIIdeLock moo Frosletl Glass andM 1.ve• tawefliorlieon1117001un en0.5F ar t 7 0 te' 2R' 9U 10' t tl O Uj O - Branmfineh(2dv oon4ec10uoraso.t1bulbndrdGM o S Gr}2000 v; 0 1 O 0 1 0' 20' 30, Gkeelock mount•Fra•ted glee.window WaA Mamrerl tl t5' O 30' 20' Q G LAREBUSTER 2000 �"a�n°u, "DARK SKY"APPROVED AREA LIGHTING FIXTURE xe•a+1a ... COMPACT FLUORESCENT LAMP (1700 LUMENS) (n co 26 WATT SPIRAL WALL - MOUNTED 15'ABOVE GRADEw P Bu } iA.c, naOdll '� Y pp�bnal Ghweeueker" .. waIl/Sdtnq ed•plero xtduded asMount YG9-PMC: 4— Z W 0 � e R A N F o-R b ugmng by Branford www.TheG1&r&5u5tercofn•BBB-)(1(GLAnE f0 --- U m \ Cn o w � o E LAN 0co 00E Incandescent 5-Cylinder Outdoor 0 O _ r Wall Mount 10' Q U n t 10' 20' FMish . Metallic Dimensions(Inches) Catalog No. Bronze White Bleck Goy Umping A B C D P5674 -20 -30 -31 -82 1.75w PAR30, S 7-1/4 8 2-1/2 _ = 65w BR30 TowN OF SOUTHOLD P5674 TOWN pg- SOUTHOLD STA NDARD ROADWAY STONE BLEND f• ` STANDARD AS ROADWAY S TAN S Rht-of-Way Right-of-Way i g r �° mS, -of-Way ht3 Right-of-Way pi g \ 25t Olt SO 0 — 0'+ specificatiom: L ' TOP Item 402,0118501H 4 ; T, - 4-1aluded aluminum.125 wall thickness Bronze finish-specify'20"suffix 1 f Item 402,og83o11M ' r — �xhsting pfaV't BINDER Item 4OW-MCIAOIM d I L i- one piece cylinder •White finish-specify"30"suffix //1 NItem 402.1A8 1011M r >17 h "'�' •Cast aluminum wall bracket .Black finish-specify"31"suffix /1 12' — 6+' 12' 61' _ BASE Item 402.3'IB901M 3 r �-4 •P5674-Down lighting •Metallic Gray finish-specify"82"suffix 25' — O'+ 25 0 Item 4023189011M I o W + •+ 10 a—000 8 �Q g Oll i •Interior finish matches exterior finish n Fe • •• 9•—O•• a..0" 6•—° 5UBBA5E i e top of ppve(ment i Mounting D 1011-0 - -611-0 . ++ 1•-6" Item 11904.1011 I �UL-CUL well location listed-P5674 e 1t-6" 3'-0" 16'-0" ROAD SECTION 32-011 -1+ - •Covers any outlet box lV SIR - U, •Cast mounting bracket K 41R'square z LU ` •Outlet box mounting bracket supplied O ITEM I0403D'I0'!(PULL DEPTH) 16' ROAD SECTION permitting attachment unit wall � � Q Q f DETDETAIL ' with one almost invisiblele set screw i •� �• MEETIN6�RESURFACIN) PAV'T Progress Lighting �,GMedium base porcelain socket with W ) J • ry Cs 1 Post ONrce9 ox South V / ^ 3 CROWN .7 aw••a. L„.1+ (v' , CY11iCal •+. 1 B a ,(typical) 'L • t Spartanburg,South Carolina nickel plated brass screw shell w O i�+•• 1 0 ITEM 10403.0+109 SAW GUTTING ASPHALT 1 CONCRETE k 29304-5704 Rel.1104 IfF li 'L ---- www.progresslighting.com O �.._� ties CONCRETE CURB 4” TOPSOIL TYPE OC SLOP`_ ITEM 1N.T-S. 2801 TOPSOIL TO BE N.TS. SIAPE 1: 3 �- TO �, � WAEL THE ErID or G(nef3 NOT 1l!M TlNb ex15TIN6 GllrIN U.1 EXISTING; THE LA'IOtpg[T AT LOGTATrIr�MS AGING TRAr�G,N O MAX. TO TO BE CLEI►RED GRADE RAKEDSC i Z V) EXISTING i SEEDED SEEDED TM# 1000-84-01-32.1 Z RAKED ALL SITE DATA FROM A SURVEY BY REDDAN SURVEYING INC., 3.06 REVISED 09.08.06 N GRADE j LL 016 2" COMPACTED WEARING COURSE MEDFORD, NY 04.0 N TOPOGRAPHY REVISED 10 5.17.12 V O � n 2 " BINDER COURSE 3/4" sTohE BLEND .28.08 Q FINE GRADE SCDHS PERM IT#C 10-09-0008 0 FIXE GRADE I � O 6" GO!(PAGTED S1►SE COURSE 0 U 3: z EXI� DAM RUN OR OTM KEY M A P U � � Ow• TiErATERF- 3/4" STONE BLEND OR CRUSHED CONCRETE 1" = 1900' NO SCALE 1900' 0 1900' 3800' (\,I 110 SCALE DIAMC Lon Island Sound CD U Prepared and Approved By A P P RO Vid E D 8 Y � -- Prepared and Approved By D1RJ1SrI>AG Reeoereended By: S arlatandant of ligbWSYS � Recomended Ey: Supe ntendent of Hishveys F.R J/ PtANNING� BOARD ��• ' April 20, 1993 15- 4 Duck Pond Pt April 20 1993 1 5- 3 JAi�S A. SBS DATE DRAWN BY: LR i JAMES A• ��M I- e ____,• ��� TOWN OF SiOUTNOLD f S ATE i ARCiiITECT RAYMOND L. JACOB P DATE �'I/�,� �� DATE: 11.28.1 t G 1 ekwl t Cl DRAINAGE SWALE 6l ` ll"�, >, J SCALE: AS NOT DRIVEWAY �2 DRAINAGE SWALE V� _ ,,. , SHEET \ \ \\\\\ \\\ I �\�\\�\\ \\ \\ \ \\ ' - \�\�\�\�\\�\\ \\\\ \ \\\\\\ \\\\�\�\�\�\�\��\�� �� �� �� /� �� /� /� /�\ \ \�\� ` \\�\\�\\�\\�\\�\\�\\��\\��\��\�� � � �� � \�\�� �•/•� � � � � � � � � � � � � oro Lje°l i BLEND SPECS \\ \\\\\\\\ \\\ \\ n (M STONE \\\\\\\ �\\�\i\i\izi�\ii 6 TOPSOIL OVER ii\r\r\r\i\i\\i\\ AS IN CUT ABOVE .�..\..\.��.,\..\.�\..\..\..\r�\r.\r.\i.\r,\i.\i.\r,\i�\l�\\r.\i\.\r\.\i\•\i\.\ \�� \�\ � \• . EL OVER IT wr � ATTITUCK 2GRAVEL (TYPICAL) � � ii\r\i\i\i\ \\ \\ \\ \ \ \ \ \ � i i i i i i i i i i 1 ���fi�d��H1�1� d�1�v� ��'`sV�►AL��S' .�\��\��\��\��\��\��\��\��\�•\��\��\�.\�.\��\��\�\\��\��\��\�\\�\\��\��\��\��\��\��\��\��\��\��\��\��\��\��\�.\��\��\�.\��\� VERTICAL SCALE E)(gGiGERATED OCi � �u2C13 I; -97 5' -i 8' T 8' 8' 8' 6' 14' 8'-7" —}--5'-5" 350o PSI. 24 x 1 Flr'E INSPECTION 1 12" CONCRETE REQUIRED BEFORE SPREAD FOOTING -4' HIGH 24" DIAMETER PIERS W/SWB-s STURDI-WALL BRACKETS OPENING W/3-CONTINUOUS APPROVED AS NOTED ROWS OF #5 REBAR -SW83 STURDI-WALL DRILL- SET BRACKETS W/ 2-5/8" X 16" ANCHOR BOLTS ® DATE: i (�,�.�!'B.P.# 1 -SW80 STIJRDI-WALL DRILL SET BRACKETS W/ X 16" ANCHOR BOLEE`� `�� =� �BY: _ NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SW80 BRACKETS TO BE INSTALLED Obi SIDE-WALL FOUNDATION 58" IN FROM FOLLOWING INSPECTIONS: OUTSIDE OF 4' HIGH GABLE 'oUNDATION Vbl 1 -5/8" X 16" ANCHOR BOLT 1. FOR POURED TWO REQUIRED FOR FOiJRED COI��CRETE 18" IN FROM OUTSIDE OF SIDEWALI_ FOU DAT ION FOR CORNER POSTS 2. ROUGH - FRAM NG & PLUMBING 3. INSULATION SW80 BRACKETS TO BE INSTALLED Al \L! DOOR OPENINGS 48" IN FROM Dot�INAL - CONSTRUCTION MUST E COMPLETE POR C.O. OPENING W/ 1 -5/8" X 16" ANCHOR BOLT IB IN FROM OUTSIDE OF SIDEW�LI ' CONSTRUCTION SHALL MEET THE FOUNDATION REQUIREMENTS OF THE CODES OF NEW o N D YORK STATE. NOT RESPONSIBLE FOR o CO ALL OTHER BRACKETS INSTALLED 18" If FROM OUTSIDE EDGE OF WALL DESIGN OR CONSTRUCTION ERRORS. CO I I GABLE F-`,lG-\ OCCUPA OR DOOR OPENING USE IS - FiJL SW80 BRACKET-i� SW80 BRACKET TIFICATE SIDEWA I_ � � WITHOUT �� SIDEWALL OF OCC CY 5-5/8--) t" Ni:V Y` I . S i h CS 4- I IS GF I _ 10" x 78" 3500 PSI "' RTAi�1' STORM WATER N POURED CONCRETE vrAu- n� �An;s; , gD PURSUANT TO CHAPTE 36 i W/4-CONTINUOUS ROWS OF THE TOWN CODE. OF #`' RE AR 10" FOUND,Ai!; ^ _ J B WALL STOP -- -- g -- -- - - - -�- MI jr : 0' - 0'11 x or��W EXISTING 40X6OXl4 BUILDING/ t�2 ?�.rr r SCALE.: 1/8- 1 J p�IIN i rF O I N D A T IONS DRAWN BY: A L`_i ALL INFORMATION SHC JvN F O 0 f L/L l a v > fel C C REVIEW: PROPERTY OF SHIRK CORAZZfII ASPHALT INC. m J zi 0�E gV� --- N THIS AWING IS H D �- - REVISIONS: POLE BUILDINGS LLC. �7 aures A. Koppenhaver� �.�I P ���Na m THIS DRAWING MAY NOT '$ A <' 0BE REPRODUCED WITHOUT 6245 COX LANE 304 Logan Ave PERMISSION.BUILDER AND CUTCHOUGE, NY 11935Wyomissing , ' LLC '-S OWNER ARE RESPONSIBLE f A 1 9 61 0 DATE:12/17/13 TO VERIFY ALL DIMENSIONS 111 EAST BLACK CREEK EAST EARL, PA 17519 SITE: CORAllINI BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 No 97' - - 5 Z8 7--8 8 8 8 T 6 F 14— —_ 8'-7 5'-5" T- 14' 4' 2-1 4"X14" LVL 2010 NEW YORK STATE BUILDING CODE. a TRUSS CARRIERS O �t O BUILDING USE=STORAGE. 2-2X12 MSR SYP / USE GROUP=S-1. TRUSS CARRIERS O EXPOSURE CATEGORY=C. NEW BUILDING SPECIFICATIONS J_ / j HEIGHT & AREA LIMITATIONS=5B UNPROTECTED. 60' X 97' X 18'4" POST & FRAME GARAGE Q NON—SPEARATED CONSTRUCTION POSTS ATTACHED TO 4' HIGH 10" 3500 PSI POURED 3: (FIRE AREA IS LESS THAN 12,000 SO.FT). CONCRETE WALL W/SW83 STURDI—WALL DRILL SET o 36 X32 X PLYWOOD CUT FOR EACH / 120 MPH WIND LOAD (3 SECOND GUST) BRACKETTS W/2-5/8"x16" ANCHOR BOLTS, EXCEPT co _ WINDOW TO INSTALL FOR HURRICANES STRUCTURE MPH E I SECOND GUST). CORNER & DOOR POSTS W/SW80 BRACKETTS WITH 00 � � STRUCTURE IS DESIGNED FOR A MINIMUM OF 25 LB V) x ,Nps 0 GROUND SNOW LOAD. 1-5/8"X 16" ANCHOR BOLT m N FOOTING SHALL BE A MINIMUM OF 36" DEPTH FOR Oi 3-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR / FROST PROTECTION. EXISTING RESTROOM FACILITIES ARE WITH—IN 500' 2 3-14' X 14' OVERHEAD DOOR FRAMEOUTS (DOORS BY Z NO NEW EMPLYEES BEING ADDED FOR THIS OTHERS) z SLIDING DOOR HEADERS FRAMED LIKE OVERHEADS ALL GABLE POSTS FACILITY. 2A 1-22' X 16' WIDE FRAME SPLIT SLIDING DOOR o - OVERHEAD DOOR WEATHERSTRIP © OF 16X16 DOOR THIS ADDITION WILL NOT USE ELECTRICITY OR EXTEND TO TOP O0: FOSSIL FUELS AT THIS TIME. FUTURE ADDITION OF 2B 1-16' X 16' WIDE FRAME SPLIT SLIDING DOOR W/ R-11 a / OF ROOF TRUSS ELECTRICITY/ HVAC WILL REQUIRE ADDITIONAL PERMITS AND ENERGY CALCULATIONS. 3 INSULATION & Y4" LAUAN BACKER ll ry 8-36"X30" THERMALPANE AWNING WINDOWS 00 o ® —3 PLY 2X8 GLU—LAM POSTS 8' OC (TYP) O � (3 PLY 2X6 POSTS AT PARTITION) o THIS 60'X58' AREA W/ PLASTIC VAPOR BARRIER IN CEILING & WALLS, 2X6 PRESSURE TREATED GROUND CONTACT SKIRT BOARD J O R 9 FIBERGLASS INSULATION IN WALLS, R-38 CELLULOSE INSULATION 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24' OC ui ui 2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS— IN CEILING, 8' HIGH J" T&G PLYWOOD ON WALLS, 29 GAUGE PAINTED o N y (HEADER CAPACITY=1270 PLF; ROOF LOAD=1260 PLF) o m STEEL LINER FROM 8' TO CEILING, 29 GAUGE PAINTED STEEL CEILING CD 2-1j"X11 J" LVL TRUSS CARRIERS010' SPANS— (HEADER CAPACITY=1715 PLF; ROOF LOAD=1260 PLF) Z / 2-1j"X14" LVL TRUSS CARRIERS014' SPANS— (HEADER CAPACITY=1262 PLF; ROOF LOAD=1260 PLF) THIS 60'X58' AREA W/ 1.5/12 PITCH BOTTOM CHORD SCISSOR TRUSSES I� TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS = 15 ®EA.POST (4 PER SPLICE MIN) 4995 SHEAR RATING c� PRE—ENGINEERED ROOF TRUSSES— _ 4/12 PITCH, 48" OC, 30-5-5 LOADING 00 8 ROWS 2X4 BOTTOM CHORD TIES (80" OC) 6 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG) z _ 1 H-10 HURRICANE CLIPS = 26 GA PAINTED STEEL ROOFING & SIDING/ a ui= VA-jjLY ATTACHING 42 6012" EAVE & GABLE OVERHANG W/ VENTP SOFFIT & FASCIA PAINTED STEEL 12" VENTED RIDGEGAP TO NEW 60X100 I 3 BELOW GROUND 10" FOUNDATION FOOTERS POURED BY 1 WALL STOPS AT CUSTOMER / 1 EXISTING BUILDING �„ f 2-1 4"X14" LVL 2-1 X11 LVL \ O TRUSS CARRIERS 1 2-2X12 MSR SYP TI, SS CARRIERS D �' � y TRUSS CARRIERS 1 NOTCHED IN POST — - - •�� �(r9�y� * - 14'— 10'-84' 10'-8" - �i = a=j¢ -- -- 97'- EXISTING 42X6OX14 BUILDING FLOOR PLAN SCALE: 1/8" = 1'O" 6^yn �„ -.M�``♦ _ J FLOOR PLAN DRAWN BY: ALS ALL INFORMATION SHOWN of C_ ON THIS DRAWNG IS THE ZI _n, O� �' REVIEW: PROPERTY OF SHIRK CORAZZINI ASPHALT INC. g James A. KoppenhaVer, P.E.z � ` � ���Ne f REVISIONS: POLE BUILDINGS LLC. THIS DRAWING MAY NOT 6245 COX LANE 304 1-o g a n Ave BE REPRODUCED WITHOUT PERMISSION.BUILDER AND CUTCH G E NY Wyomissing, PA 1 9 61 0 OWNER ARE RESPONSIBLE O 1193 igH ' ff K LLC DATE:12/17/13A </ —TO VERIFY ALL DIMENSIONS 5 111 EAST BLACK CREEK EAST EARL. PA 17519 SITE: CORAZZINI BEFORE CONSTRUCTION �717-445-6888 FAX 717-445-3001 i 12 11 29 GA. PAINTED 4� / / /STHEMEEL MEDIFASCIA I /—/ X co 22 X 16 x R­36x32-Ar RClR FOR FMH 29 GA. PAINTED SPLIT SLIDING WNOOM TU.STALL FOR HURR lNE6 STEEL DOOR Z 14'0" X 14'0" sox 6B III III 4�p�� 14'0" x 14'0" 6" CORNER TRIM " ' • " " • B" J6• !OVERHEAD DOOROVERHEAD DOORE �(DOOR BY OTHERS) (DOOR BY OTHERS11 LIM ♦ .4' HIGH 3500 PSI CONCRETE WALL ° °•. �u 1111111111111111 JA BY OTHERS ° °. BACK SIDEWALL LEFT ENDWALL SCALE: 3/32" = 1'0" 29 GA. PAINTED STEEL SCALE: 3/32" 12" RIDGECAP(VENTED) 12 29 G4 6" PAINTED 4 STEEL RAKE TRIM 6 GA. PAINTED STEEL 412 SCREWDOWN ROOF a PANELS /Z 111111111111111111111111111 29 GA. PAINTED � 1.5 26 GA. PAINTED 12 STEEL MIS, TEEL 8" OVERHEAD } /` WALL PANELS DOOR TRIM /X I�X •B .38 •B"v J6" b".Se" IB".]B" XI TIN 4X6 14 II IN III HERMA PANE ( NERW PANE III HERW ?ANE ERNA PANE j Imo•I��"�111" li"i AWNi cIWIN I i .»,RN;W,N � I I 14'0" X 14'0" 30 °I f �I II SII�i it Ai OVERHEAD DOOR E BASE I (DOOR BY OTHERS) ANGLE /x ii I it II l III71 III .° °.. •°: ° . ,° 44'HI HQPSI CONCRET WALLr °♦ ° . • d • ♦ ' BY O�THERS� r° FRONT SIDEWALL Lll'.,CHT ENDWALLSCALE. 3/32" = 1'0" CLE: 3/32" 1b" Cy,-------_ OF Ne g{ 1116 V E. v ELEVATIONS DRAM BY: ALS ALL INFORMATION SHOWN p � h�hhgot� � L� ON THIS DRAWING IS THE :�E A. ( �n c -1 REVIEW: PROPERTY IN SHIRK CORAZZINI ASPHALT INC. � James A. l\� penhaVel �.L.zl PO�` REVISIONS: POLE BUILDINGS LLC. n pl Q > THIS DRAWING MAY NOT 6245 COX LANE 304 4 Logon � v P BE REPRODUCED WITHOUT ' H PERMISSION.BUILDER AND CUTCHOUGE, NY 11935 J � ' ) LCI W omjssln FIA 19610 A </ ownlER ARE RESPONSIBLE 111 EAST BLACK CREEK EAST EARL., PA .7519 DATE.12/17/13 TO VERIFY ALL DIMENSIONS SITE: CORAZZINI BEFORE CONSTRUCTION 717—445—6888 FAX 717-445-30 1 2X4 ROOF PERLIN BUILDER Li PAINTED RIDGECAP 6 NAILS ROOF 29 GA. PAINTED ��o WALL POST PER TRUSS STEEL ROOFING ^M 29 GA STRUCTURAL 2"WEATETITE TRUSS I PAINTED STEEL 2X4 WALL VENTED OR PAINTED SCREWS RAKE TRIM ��a 3-31 / PERLIN WALL POST &FAE CLOSURETED2X4 GIRT OR PERLIN NAISTRIPS J"X4" GRK CIA &_J,-t 24" ON CENTERTRUSS STRUCTURAL 2X6 HEADERS N 6_ PLICE INTO OTCPOES c SCREWS METAL SIDING m �W Xa D 1"WEATERTITE " OVER GABLE TRUSS w NAILS STRUCTURAL DOORHTRIM C � 00PAINTED SCREWS 2X4 ROOFS9" ON CENTER PERLINS IL 00 POST OVERHEAD ROOF RUSSES DOOR OVERHEAD DOOR SIDING 0 WEATHERSTRIP I #1 SYP GRK STRUCTURAL METAL SIDING & SIDEWALL PERLIN 12" RIDGE CAP TRUSS OVERHEAD DOOR 24" GABLE SCREW TO POST ROOFING FASTENERS DETAIL DETAIL HEADER DETAIL OVERHANG DETAIL Q't CARRIER FASTENER DETAIL SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" =n DESIGN L>_I O WALL POST PAINTED STEEL ROOFING DOOR JAMB 2X4 ROOF PERLIN WALL POST Q) > 29 GA. PAINTED STEEL 6 NAILS METAL > Q PER TRUSS ROOF SIDING 2X6 FACE BOARD ROOFING INSTALLED W/ TRUSS 2X6 TREATED � 2X4 BOTTOM CHORD SCREWS & WASHERS 2}"GALVANIZED SKIRT BOARD PAVING C Q DECK SCREWS /LINE PAINTED PERMANENT LATERAL / FASCIA BRACING (SEE TRUSS ROOF o O _ WG FOR SPACING) OPTIONAL TRUSS J 2X6 SPF 29 GA. PAINTED STEEL BASE TRIM FACE BOARD J CHANNEL 4 NAILS PER FLOOR VENTED V) 2X4 ROOF EACH SIDE \ POST SOFFIT Q In LIN 24" o PAINTED STONE BASUSS E•� TRIM O '- EL CARRIER \�, \ �FF SI 0 FASCIA, 2X6 TIE E >. R-3 INSULATION ON ENTRY DOOR 29 GA PAINTED STEEL VELD BLOCK TRUSS TO TIE BLOCK BASE TRIM 24"EAVE OVERHANG LINE PANEL CEILINGOFFR JAMB DETAIL FASTENER DETAIL DETAIL DETAIL PRE-ENGINEERED ROOF PANELS SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" OWNER TRUSSES 48" OC. PAI 2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM U � I Z M 2X4 SPF DIAGONAL BRACE W 3 PLY 2X8 GLU-LAM FROM RIDGEUNE TO BOTH EAVES Q Z POSTS 8' OC. TYP. PRE-ENGINEERED = Q R-19 FIBERGLASS BATTS INSULATION ROOF TRUSSES Q. J Z 48" OC. 29 GA. PAINTED STEEL LINER WALL BRACING Q (� PANEL ON 2X4'S 2' OC.� REGUIREMENTS. N Lo O 29GA STRUCTURAL OO STEEL SIDING 2X6 WIND UPLIFT TIEDOWN BLOCK = TRANSITION TRIM TRUSS NOTCHED PANE�WITH SCR WE #1 SYP TRUSS CARRIERS INTO POST / N C-4 � 3/4" COX PLYWOOD LINER 2X4 SPF WALL GIRTS 24" OC. 2X4 SPF SIDEWALL GIRTS 24" OC. O V / U 2X6 PRESSURE TREATED SYP SKIRT BOARD WALL BRACING REGUIREMENTS: 29 GA STRUCTURAL STEEL ALL INFORMATION S4 OWN PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE 2-5/8" OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK THROUGHBOLTS POLE BUILDINGS LLC. THIS DRAWING MAY NOT STURDI—WALL SW8 f: / BE REPRODUCED WITHOUT BRACKETT PERMISSION.BUILDER AND GRADE OWNER ARE RESPONSIBLE "X16" ANCHOR BO GRADE — TO VERIFY ALL DIMENSIONS GRADE (BOTTOM 6"-4000 PSI 2 PER SW83 PRESSURE TREATED POSTS ATTACHED TO WALL W/ BEFORE CONSTRUCTION OF SK ARD CONCRETE FLOOR STURDI-WALL BRACKETT SYP GROUND CONTACT STURDI-WALL SW83 BRACK 2X6 SKIRT BOARD W/ 2-�"X16" ANCHOR BOLTS DRAWN BY: ALS REVIEW. 3/4"+STONE BASE '. REVISIONS: /• / _ e e 4. ' 10" X 78" 3500 PSI POURED / /\\/ •° 8 X500 .PSIS 4 K �C." CONCRETE WALL W/4-CONTINUOUS \ / /�\/� a ja '`: POURED CONCRETE. ��1► "r yi ROWS OF #5 REBA i / y\\/\ "'•.' G . FOUNQATIO14 WA4 3500 PSI. 24" X 6" .. COMPACTED %\\%\ • 'CONCRETE SPREAD FOOTING.' 4: . A . Q ti m DATE:12/171/13 SOIL BACKFl j�\\/ �2XSITE: CORAZZINI 3500 PJ \\ \` 2000 PSF NATURAL SOIL/\\ '" ..•7FRAME ' SECTIONSTYPICALFRAME 12" CONCRETE %A/A/ TYPICAL SECTION SPREAD FOOTING /\\/\\ OR ENGINEERED FIL\\\ / #(ENDWALL VIEW) W/3-CONTINUOUSSECTy/ ROWS OF #5 REBAR (SIDEWALSCALE: 1 4" = 1'0" SCALE: 1/4 / \ BUILDING DESIGN NOTES AND DETAILS A4.9 STRUCTURAL DESIGN PARAMETERS ------ I BUILDER um- 0 aI A4.1 EXCAVATION BUILDING USE= STORAGE a a� i STANDARD DEPTH FOR TRENCH FOOTING EXCAVATION IS 46" BELOW GRADE, ALL USE GROUP=S-1 LOOSE FILL IS TO BE REMOVED BEFORE CONCRETE FOOTING IS POURED. EXPOSURE CATEGORY= C ``'V ^ J n A4.2 FOOTINGS AND WALL HEIGHT & AREA LIMITATIONS=5B UNPROTECTED m �`<X FOOTINGS SHALL BE A CONTINUOUS TRENCH FOOTING; 24" WIDE X 12" THICK 3500 OCCUPANCY LOAD=AS PER DESIGN �y ,YU- PSI CONCRETE. FOOTING SHALL BE A MINIMUM OF 36" DEPTH FOR FROST TOTAL NUMBER OF FLOORS= 1 d Go PROTECTION OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST TOTAL FLOOR AREA (SQ FT)=5820 PROTECTION WILL BE FOLLOWED. BUILDING VOLUME (CU FT)=135300 3500 PSI READYMIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED. STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND Qv FOUNDATION WALL IS 10" THICK POURED CONCRETE WALL 48" HIGH. GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. ``'1 A4.3 FRAMING �n SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR @48" BELOW GRADE UNLESS NOTED OTHERWISE. I_LJ o COMPARABLE. 25 PSF(MIN) GROUND SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN �D YELLOW PINE. A4.10 APPLICABLE BUILDING CODES > > 0) TIMBER VALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. 2010 NEW YORK STATE BUILDING CODE (D p D_ ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY A4.11 DESIGN CRITERIA: Q Q 0 o _ SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) .60 ACQ OR CCA MINIMUM AND SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE. DESIGN REFERENCES= AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION) Q .� A4.4 ROOF TRUSSES SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) cn � o ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 1 0 3: TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SOUTHERN BUILDING CODE CONGRESS (SSTD10) SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) OWNER OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 A4.12 WARRANTY NOTES u M & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS I J w PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Q Z WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND II < AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER = J Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. I f3. co X W SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: 0UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN i I Q (� ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 6 m �I A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, I z U) O PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. I NNS ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN L SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: I a F-• LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D I ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC Ij HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS I; G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING 1 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # �„ �„ FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OF 12D NAILS IN 12 STRUCTURAL TIMBER IS 1 PER 2 BOARD WIDTH. TRUSS NOT APPROVED BY A CERTIFIED ENGINEER. ALL !NF_ ua.TloN cwv CARRIER CONNECTION TO POST: 16"x4" GRK RSS STRUCTURAL SCREWS. SCREW l94 TIP!- CRAWNG;S THE P OPERTY OF SHIRK VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, Pa_E BUIL-DINGS LLC. THIS OR.A':a+NG MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35° BE REFRCDUCCD V;1ri-IN T A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED PERMISSic4,,3UILDER AND OVINFR ARF RESPONSIBLE WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED TO VERFY Aa DIMENSIONS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING BEFORE CONSTRUCTION MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED DRAM BY: ALS REVIEDRAMrv:-L-- #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. W r REVISIONS: METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT j EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; °bi� — * DATE:12/17/13 BOTTOM EDGE OF STANDARD ROOFING MATERIALS.. A4.8 CONCRETE FLOOR = a= SITE: coRaz INl ', _. FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. DETAILS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. 14?•'����r����� \ tnN THIS DIG PREPARED FROM COIPUTER INPUT (LOADLS i DINERSIOM) SUMMED BY TRUSS MFR. (2967-- Shirk Pole/Richard Coraz -- Cutchogue. NY - 4511/Carson/60412) Top chord 2x8 SP_S5_Dense_13B •T1, T6 2x8 SP 22SOf-1.9E: 120 mph wind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg, Located Bot chord 2x6 SP 24OOf-2.0E •82, 83 2x6 SP_SS Dense_138: anywlwe in roof, CAT 1, EXP C. wind TC DL-3.0 psr. (rind INC 13L=3.0 Webs 2x4 SPF Stud :1113, 94, 05, 118 2x4 SPF R1/+f2: psf. :Lt Slider 2x6 SP_Y1_133: BLOCK LENGTH - 2.750' :Rt Slider 2x6 SP-11 13B: BLOCK LENGTI1 = 2.750' Hind loads and reactions based on WFRS with additional CILC member design. Lumber grades designated with "138" use design values approved 1/30/2013 ALSC Calculated horizontal deflection is 0.30" due to live load and dine to dead load. (a) continuous lateral bracing, equally spaced on member. In Ileo of structural panels or rigid ceiling use purlins Trusses to be spaced at 48.0" Or, maximum. to laterally brace chords as follows: CHORD SPACINP(IN OC) START(FT) END(FT) Deflection meets L/240 live and U180 total load. Creep increase factor TC 24 -1.88 61.88 for dead load is 1.50. BC 60 0.29 ' 59.71 Apply purlins to any chords above or below fillers Calculated vertical deflection is 0.90" due to live load and 0.43" due at 24" OC unless shoran otherwise above. to dead load at X = 24-3-3. YARNING: Furnish a copy of this DWG to the installation contractor. Truss designed for unbalanced snow load based on Pg-45.00 psf, Ct=1.20, Special care must be taken during handling, shipping and Installation Ce-1.00, CAT I & Pr-30.24 psf. of trusses. See "YARNING" note below. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. SS0712 a 6X80 Mat 6X6 6X6s 6X61P 4X4* (a a) 6X6ft 4X44' 4 (a W3 a) Y4 Y5 (e a) � 4 10- 0-0 4X60 T1 N6 6 4X6$ 0-10-0 0-10-0 Id- 1 � 7' 4X6- 82 5XB(R)IIISS0708-13 T SS0708(C5) H0510 a 5X8(R)III SS0708(C5)= SS0615(C5)- SS0708- 4X6= SS0615(C5) 30-0-0 30-0-0 0-0-0 Over 2 Supports R=5304 U=1670 V-8" (8" win.) R=5304 U=1670 7=8" (B" min.) RL=55B/-556 PLT TYP. 20 Gouge HS,18 Gouge HS, Design Crit: IBC2009/TPI-2007(STD) WAVE FT/RT-.2%(O%)/2(2) 13.0 :1 NY/-/1/-/-/-/F Scale =.125"/Ft. ••Ir1ANING•• 100"FQU49AUMMI IV7r1SUe[71 TC LL 31.5 PSF REF R6687- 71486 •-IAIonaM'• .Yr•.w•7wi&*n all re xa as Twwna owAxilwa 11=IKl ms. Trrrs r.�,1M.•cry..•n r.ra•rlru+. I.,a..,M Marry. —.111M w•r--". —-— Duo trrr.r.,r a..r•...a.r.es 1•.r.•+e,...,.,.r.l...WMA1 —.....,V '413 7► TC OL 5.0 PSF DATE 10/01/13 M."Z.aP..:W P.,wl out'•+.ti lelr'.".rR.li.�irr rwsr.Y.il�v'a�"a.'e~..,.w¢ �-110.eiw eWS1. = W .y11..•.•I-.,ly....sr..,ref.erlrr* DC DL 5.0 PSF DRR6i MOUSM697 12274009 ..r r w.......r u�ad l.•... Iewr...aa...n.ar. ALPINE win a rr.ry a.�...wa,a—,I..(r,exw).-.r .. ..r.w.r•r.w,-,...r.•rw BC LL 0.0 PSF MO-ENG SLS/SLS .ft r.11.r.•••.rl/N.W—res r=rN,+,•••ry..rfl/.rl F.r rr.-rr.r•l-19 M VIZ. It a•r lNbw• .rwr•,....,...+. yrrr.r....u.r,........res••....r.w...r...,..«..,....r.J.— ♦7• •� TOIT.LD. 41.5 PSF SEQM- 354010 Osn....,r r-ar.rwra... a.r..s....r.r rs4 n..a•rrw/.r..rl•nr•. •�.,.,r,i. i1/�7 ZJN.N1MPCMV1..G1.v&1 w, ...»,..r,.,...r, w..•.+.re .tea wr.rrr.q.,. a•,..•.r.. •.,,.d..r. • c�gl4�� DUR.FAC, 1,15 .M "t,s w a.rrol.V ftalo— r.arl/7M 1 4r.7. r.r i• 1.1•r.Rl� r••: Thl•1-••• P. %C*,M063045 ..,...1 .n. ., IM-eft: CPS. .r ..r-...ti:.w,,......rr,..,.mw: SPACING 48.0" JREF- 1Y046697t06 IOC:._r—fMM THIS OUG PREPARED FRD11 COWUrER.Igh1T (LDADS a 01MEYSIOA6) SUMMED BY TRUSS WK. (2967-- Shirk Pole/Richard Coral -- Cutchogue. NY - 45A/Scissor/60412) Top chord 2x10 SP 22SOf-1.9E :T3. T4 2x8 SP 2250f-1.9E: 120 mph Kind, 15.52 rt mean hgt, ASCE 7-05, CLOSED bidg, Located Bot chord 200 SP 2250f-1.9E anywhere in roof, CAT I. EXP C, wind TC DL=3.0 psf, wind 8C DL=3.0 Webs 2x4 SPF Stud :W5. W7 2x4 SPF F1/I2: Psf. :W6 2z6 SP x1_138: Wind loads and reactions based en MFRS with additional CSC member Calculated horizontal deflection is 0.75" due to live load and 0.36" design. due to dead load. -_(a) continuous lateral bracing.equally spaced on elember. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Trusses to be spaced at 48.0" OC maxima. CHORD SPACING(IN OC) START(FT) END(FT)- TC 24 -1.88 61.88 Deflection meets L/240 live acid L/180 total load. Creep increase BC 64 0.15 69.85 rector for deed load is 1.50. Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Calculated vertical deflection is 1.71" due to live load and 0.83" due to dead load ht X IN 30-0-0. MARRING: Furnish a copy of this DING to the Installation contractor. Special care must be taken during handling, shipping and installation of Truss designed for unbalanced snow load based on P945.00 psf, trusses. See "WARNING` rote below. Ct=1.20. Ce-1.00, CAT 1 4 Pf:30.24 psf. SS061 S(R) III 6X6f 6X-6f BXB�4 T3 T4 4 8X8 8X80 4X5 a) 116 (a)(a 4X51 3X4fI15 SXB� a) (e 3X48 10- 0-0 6X6$ SS1319m 6X6 - 1.5 SS0919-1 SS0919im 1.5 H0912(F9) 3X4$ 3X4•- HO912(F9)� H0912(F9)'= H0912(F9)� 1W 1 30-0-0 - 30-0-0 I` 6D-0-0 Over 2 Supports R=5309 U-1595 11=10" (10" min.) R=5309 U=1695 Y=10" (10" min.) RL=703/-7D3 PLT TYP, 20 Gauge HS,18 Gauge HS, Design Crit: IBC2009/TPI-2007(STD) OF WAVE FT/RT-2% C% /2(2) 13.01 •1 NY/-/l/-/-/-/F Scale =.125"/Ft. --e11fl11ae1• 161CAMD Feuu AL4.Wes O VU$Mott --IRDRTW-- rurllM Tags ala m ALL 0=11oa1 I111L1O11a 1113T LLm. G,D TC LL 31.5 PSF REF 86697- 71485 I- a-.--more r"Ibrr•a4.a, -"ft. -1..y ww N•Ims. bnr,..� TC DL S.0 PSF DATE 10/01/ 3 ti...•gr-l...•t•0r.,-mo,so (11.1101-C•.t-w s..•q -1.-wam x....ral...y Ar.•rwy T� S w/ .r•.II.w'rlw V,wt.,wl•1 IN•.,1.-t/w. 1-Y1Iw..gall 0n•1�.rw•I.rl N.a1N/Mr arSl. _ 1LL�7 L.1�•.w,�f rWM••.V1•-,1.-Ir-.-rwrrW.1,••11••Nr.-.•n1 twrN.y w......•.tw.� Psr 0:1-1.M1//.1110-11114. L-tl.-Ww ft,P --a 0~0 I� DL -0' -`- i�lEFrf��7 1121400811-11 r-w 1ra1, 1-01.-wr Val r.el•..Y. 1)r 90.•.• tlw•1.. ` ALPINE 1,v 1.11.1-F...+1..e w 1..cg,roo7 .-1,w..w...�..1.g......1..•1..1. ..,w..a1.. SC LL 0.0 PSF MO-ENG SLS/SLS w.rel l„-11..11•.-1.w t.MI-/.ram"Nov,FIS)R11 i.r M1,I..-11.0.Ml/.lq. sIwr1-1•..1rwa11•rw»..1.r.A.�1.1.-�,1.,......11..f.•.re.rrw..r w.s n1w a r,rw r...m.•Ins-at.11... ► A tic1 •� TOT.LD. 41.5 PSF SEpN- 353983 .-..W left-31 w No.-11. 61to DOWN" i•,ORIPOMM1r e1011A 116 4•-)r0 w a.•r g•a.1111 Ulf wl II I-11e. IMI-e...w,..gwi.of 1>MwN-1.g.-1r••rlq •j11 ��,/.�*� DUR.FAC. 1 .15 r•....-I.I llal.NN1 r.r�.•rt�..yA.. T1.....b•11.y w.,...••.r1...11aw H.ry.arw".1• V u'• Eve Chy,M0 63045 F`t-7-1 M1...lwM1..,iin�a'o~�Ilvr.sliw•�••s~i1�1�i...Ne.a .p�u-..-..1 :`rya +..,st.... Oct:aw.l•4• e SPACING 48.0" JREF- 1VC46697ZOS