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Home My WebLink About38661-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37406 Date: THIS CERTIFIES that the building COMMERCIAL Location of Property: 115 Commerce Dr, Cutchogue, 1/30/2015 1/30/2015 SCTM #: 473889 Sec/Block/Lot: 96.4-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/19/2013 pursuant to which Building Permit No. 38661 dated 3/3/2014 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: COMMERCIAL BUILDING, INCLUDING SELF STORAGE, ACCESSORY OFFICE, CARETAKER'S APARTMENT AND 3RD FLOOR UNCONDITIONED, NON-HABTABLE STORAGE SPACE PER ZBA DECISION #6823 DATED 01-22-2015 and ZBA DECISION #6259 DATED 04-14-2019, AS APPLIED FOR The certificate is issued to 115 Comm. Dr. LLC/2232 Roses Brook Rd F (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12-10-2014 CIO -08-0012 38661 12-22-2014 12-01-2014 Mattituck Plumbing (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38661 Date: 3/3/2014 Permission is hereby granted to: 115 Comm. Dr. LLC/2232 Roses Brook Rd Farm LLC 50 Commerce Dr Cutchoaue. NY 11935 To: construct a new Commercial Building, including self storage, accessory office & caretakers apartment per ZBA & Planning Board approvals as applied for At premises located at: 115 Commerce Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 96.-1-1.2 Pursuant to application dated 12/19/2013 To expire on 9/6/2015. Fees: and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total Building Inspector $10,005.60 $50.00 $10,055.60 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 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 #: 38661 Date: 3/3/2014 Permission is hereby granted to: 115 Comm. Dr. LLC/2232 Roses Brook Rd Farm LLC 50 Commerce Dr Cutchoaue. NY 11935 To: construct a new Commercial Building, including self storage, accessory office & caretakers apartment per ZBA & Planning Board approvals as applied for At premises located at: 115 Commerce Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 96.-1-1.2 Pursuant to application dated 12/19/2013 To expire on 9/6/2015. Fees: and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total Building Inspector $10,005.60 $50.00 $10,055.60 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 . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. New Construction: jLAOld or Pre-existing Building: (check one) Location of Property: 1 / C O Al tV 4-P Ct' Q if 1 l/,tV_ eL,7c /,! oy 6r House No. Street Hamlet Owner or Owners of Property:// /4 /3 A7-/j"/'t'su6�rL— Suffolk County Tax Map No 1000, Section O cf Block a/ Lot /, Z Subdivision /� r✓5 t /A& eA R/L Filed Map. 070/ Lot: 4 a ' Permit No. Date of Permit. Applicant: Health Dept. Approval: C/O' 0 1 Underwriters Approval: Planning Board Approval: Request for: Temr-5-0,- ertificate Fee Submitted: $ Final Certificate: (check one) PLAA1 Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roper.riche rt(-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 2232 Rose Brook Rd Farm LLC Address: 115 Commerce Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 38661 Section: 96 Block: 1 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat 2 -oil Duplec Recpt 60 Ceiling Fixtures 69 HID Fixtures Service 3 ph 400a Hot Water GFCI Recpt 10 Wall Fixtures 18 Smoke Detectors Main Panel A/C Condenser 6 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 6 Range Recpt 2 Fluorescent Fixture 66 Pumps Transformer Appliances 2-dw Dryer Recpt 2-30 Emergency Fixture 13 Time Clocks Disconnect 2-20 Switches 98 Twist Lock Exit Fixtures 13 TVSS Other Equipment: 400a 3-phase underground service, 3 -parking lot pole lights, 1 -electric gate contro 3 -garage door openers, 6 exhaust fans, electrical control panel for self contained elevator (100a disconnect) Notes: Inspector Signature: Date: Dec 1 2014 81 -Cert Electrical Compliance Form.xls • �o��a� S�ryo !o J l�L Telephone (631) 765-1802 P au ffi,4117fiR 44t)9 P.O. Box 1179 Southold, NY 11971-0959 � _ � y i BURDING DEPAR'i MTN'h TOWN OF SOUTHOLD CERTIFICATION Date:— Building Permit No. Owner: % 19 /� f %(Ple/ase print) Plumber: /&4Jv'(t– (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this k Off` day of CQrn 20 �'l Notary Public, S�r�`' �' County � f lumbers Signature) CHELSEA L. CHALONE Notary Public, State of New York Registration #01 CH6287106 Qualified In Suffolk County Cor- ;mission Expires August 5, 2017 l a <o �, • abr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) j REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRtQAl:;jflNAL) DATE ` INSPECTOR 8 C ��OF SOUI�O ,`0 6 fig, • � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / - DATE `/lJ// INSPECTOR -� f4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST Vf--ROUGH PLEIG. Cv/ FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE &CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SCQ �� Of SOUr'yo �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLUMBING [ ] F UNDATCTRAPPING [ ]INSULATION [ FRAMING/ [ ]FINAL [ ] FIREPLACE [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING DATE I ( INSPECTOR vs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N I 7FNDATION IST ROUGH PLUMBING 04" 0 UNDATION 2ND INSULATION U FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: &jp DATE I I I I I 1 11 INSPECTOR 366 pf SOpl�olo rou I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS:- RO PLUMBING [ NSUlAT10N [ ]FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I 1 ELECTRICAL (FINAL) [ ]CAULKING DATE r4f s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: Ad DATE ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING 2 wo RE —INSPECTOR pf SO(/ly� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION :�.�1'► 1 [ ] ROU PLUMBING [ ) ,!PAULATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING INSPECTOR R 65r -,802x5028 SOUTHOLD TOWN FIRE INSPECTOR robed.fisher@town.southold.ny.us mage = ' NOTES ESTABLISHMENT COMMENT i 7 Irl mull, •■ 104KVEWRNFAI Z�t1M .r ff elm gmw "ireNotes a TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? 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. f Trustees 1� Flood Permit Examined 20 i ��'� �� j, Storm -Water Assessment Form DEC 20 2013 Contact: i ink` Approved '� 2C� 1 Mail to: Disapproved a/c —� T Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date W / _,20 ` 3 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. z�a (Signature of applicant or name, ffa corporation) 50 GWHr?11,)ec !1 nRi✓V" (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (�WLILf Y1 Name of owner of premises // 57 Cry c'►ZGE bjt ,iII-G (As on the tax roll or latest deed) If, tic it PNation, sigoApre of duly authorized officer v (Name;ands titie�of coif ora>elofficer) Builders License No, Plumbers License No. Electricians License No. Other Trade's License No. 1. Loga on of land on which 15 Cyll, 01 iepeo ouse Number posed work will be done: c c Street Hamlet o, //-73 5 County Tax Map No. 1000 Section d%� Block 0� Lot 1 !� Subdivision F O U5� /i Z:AQ/eFiled Map No. 16Lot Q� 2. State existing use and occupancy of premises and intended use and ccupancy of proposed construction: a. Existing use and occupancy Cj� o R /f 6� /f1 A/el b. Intended use and occupancy ell Nature of work (check which applicable): New Building Ve5 Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost If dwelling, number of dwelling units If garage, number of cars (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. `j!c91�y96L' flGltplo"d Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front 3 3 Rear / �. Depth Height 3 Number of Storie 9. Size of lot: Front Rear 113 Depth 10. Date of Purchase /�0607Name of Former Owner J /4f if 11. Zone or use district in which premises are situated Rear 12.. Does proposed construction violate any zoning law, ordinance or regulation? YES NO C/ 13. Will lot be re -graded? YES r,NO Will excess fill be removed from premises? YES NO 1,1 14. Names of Owner of premises// 0,0ov Address S,0"k- Phone No. % 3 �,Z17 % Name'',of Architect h SOW/ - /9i Address Phone No 5/6 -C 7/ - 5 C,;2 y' Name of Contractor O CIO NL__5X Address Phone No. 7 1 V - 217 7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO c�J * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RE UIRED. 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) SS: COUNTY OF ) �lk 11 Gy _�1�� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notalry �y6�LNo. 01'SWO of Now York BUG16WW (S)He is the S (Contractor, Agent, Corporate Officer, etc.) G1MWIW M Cullum %RWWn CommlSslon Expkft April 14, 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 t before me th l day of 20 0 Notary Public Signature of Applicant BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider December 16, 2013 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 Southold Town Planning Board Attn: Brian Cummings RE: Martin Kosmynka, ZBA #6259 Dear Brian: C7 DEC 17 213 s1- :ff F-17Ji,;,: j I have reviewed your request for a de minimus determination in the above referenced Board of Appeals decision, along with the related changes proposed in the modified site plan, dated last revised 10/7/13 prepared by Kenneth H. Beckman, LS, labeled Preliminary Site Layout sheet 1 of 1, and the I" and 2°d floor plans labeled A-1, Elevations labeled A-2 dated 10/7/13 prepared by DiGiovanni & Associates Architects. I have determined that your requested modifications are de minimus in nature for the following reasons. 1. The revised site plan and drawings do not propose any changes to the relief of 75+/ - lineal feet for the elevation of the proposed building fronting on Depot Lane, as granted by the. Board in decision #6259.2. The changes will actually improve the circulation on site for fire safety. 3. A 20 square foot increase in the size of the proposed manager's apartment, as called out on the revised site plan, will have no adverse impact and will be in keeping with the Board's intent to limit the size of the apartment. f. The proposed changes do not create any new nonconformity. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter to the Building Department. If you have any questions, please call the office. Sh erel Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector yg49 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider "pG SOCA ANC UIyo� G.�cOl � i0°� ;0UNT i http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 22, 2015 ZBA FILE: 6823 NAME OF APPLICANT: 115 Commerce Drive, LLC / 2232 Roses Brook Farm, LLC PROPERTY LOCATION: 115 Commerce Drive (Depot Lane), Cutchogue, NY SCTM# 1000-96-01-1.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming lot located in the LI zone district. It is improved with a two story metal building. It has 48.56 feet of frontage on Commerce Drive, 513.60 feet along the eastern property line, 173.70 feet on Depot Lane and 440.97 feet along the western property line as shown on the survey prepared by Kenneth H. Beckman, LS, dated October 1, 2008, last revised 11/12/2014. BASIS OF APPLICATION: Request for Variance from Article XV, Section 280-63 (Bulk Schedule) and the Building Inspector's December 1, 2014 Notice of Disapproval based on an application for building permit for construction of an "as built" third floor conditioned space to an existing commercial building, at; 1) more than the code permitted maximum two stories. RELIEF REQUESTED: The applicant requests a variance to maintain the as -built "conditioned space" above the caretakers apartment as a third story where the code permits the maximum of two stories, as shown on the architectural plans prepared by David A. DiGiovanni, R.A., dated 11/11/2013, sheet A-5 Attic Floor Plan and sheet 6 Elevations, and the as -built survey of property by Kenneth H. Beckman, L.S., last dated 11/12/2014 ADDITIONAL INFORMATION: The subject parcel was granted variances in appeal #6259 to permit the construction of a 1, 435 sq. ft. accessory apartment to be used by a watchman/employee of the storage business, for security purposes within the subject public storage building, and to permit the subject storage building to have 75 feet of road frontage on Depot Lane, where the code permits a maximum of 60 feet of frontage. The proposed as -built third story conditioned attic space with stairs was not shown on the approved plans. The applicant/owner testified at the hearing that he would like to use the 3rd story attic space as a habitable home office in association with the as built apartment. The Board of Appeals received comments from the Southold Town Planning Board on Page 2 of 3 —January 22, 2015 ZBA#6823 —115 Commerce Drive, LLC/2232 Roses Brook Farm, LLC SCTM#1000-96-1-1.2 December 26, 2014, indicating that because the as built third story habitable space is entirely within the interior of the as built commercial building, no change to the approved site plan would be needed. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 8, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject space is internal and its use will not change the exterior size or appearance of the building. The existing second story 1,435 sq. ft. watchman's apartment was approved by the Board of Appeals as an accessory residential use to the principle storage business use in an LI Zone district. However, the Board fmds that the `as built' third story expansion of the habitable apartment space is not in keeping with the character of the Light Industrial Zone District. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has other first and second story areas within the subject building in which a conditioned space may be utilized for the purposes proposed for the subject as -built third story conditioned space. 3. Town Law 4267-b(3)(b)(3). The variance requested herein is mathematically substantial, representing 100% relief from the code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this Light Industrial community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the Planning Board has indicted that the as built third story habitable use has no impact on the approved site plan. However, the Board believes that the restrictions to access to this proposed as -built, habitable conditioned space, only through a staircase in one of the bedrooms in the apartment below, will reduce and impede the effectiveness of emergency services rescue efforts to the subject apartment and third story, posing a threat to the health, safety and welfare of occupants of the apartment in this commercial building. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The subject structure is newly constructed and the subject non -conforming as -built third story conditioned space was not submitted by the applicant in the original approved drawings. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief IS NOT the minimum action necessary to enable the applicant to enjoy the benefit of additional habitable space in the subject commercial building while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried, to DENY the relief as applied for, subject to the following condition CONDITION: 1. The subject as -built 3rd story attic space shall be used solely for storage purposes and access to mechanical air handlers and shall be unconditioned and non -habitable. Page 3 of 3 — January 22, 2015 ZBA#6823 —115 Commerce Drive, LLC/2232 Roses Brook Farm, LLC SCTM#1000-96-1-1.2 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was Member Goehringer). This Resolution was duly adopted (4-0). s Leslie Kanes Weisman, Chairperson Approved for filing/ / o) /2015 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR oF so�ryo� �ouNV PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non -Significant April 13, 2009 (Up -dated December 16, 2013) MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7'(State Environmental Quality Review Act) of the Environmental Law.` The Southold Town Planning, Board, as lead agency, has determined that the proposed action described,, below will -not -,have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: ' '-Proposed Site Plan for North Fork Self Storage #2 SCTM#: 1000-96-1-1.2 Zone: LI Location: 115 Commerce Drive, Cutchogue SEQR Status: Type Unlisted (X Conditioned Negative Declaration: Yes No (X) Description of Action: This site plan is for the construction of a 24,505 sq. ft. storage building, including a 1,473 sq. ft. office, and a 1,473 sq. ft. apartment for security on a 47,166 sq. ft. parcel in the Light,lndustrial Zoning District located on the west side of Commerce Drive, approximately 475 feet south from Corporate Road, in Cutchogue. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: SEQRA Negative Declaration Paqe Two December 16, 2013 The parcel is located within the major subdivision of The North Fork Industrial Park created in January of 2005. The parcels to the north, south and east are zoned Light Industrial (LI). The parcel to the west (across Depot Lane) is zoned Agriculture Conservation (AC). Public water is supplied to the area by a Suffolk County Water Authority water main located on Commerce Drive. The proposed use includes a storage building, office and accessory apartment. Potable water is not proposed for the storage building. It is expected that an agreement between the Applicant and the Suffolk County Water Authority will be reached to supply public water to the site. The proposal is expected to use 367.68 gallons of water per day (g.p.d.). Sanitary disposal for the office and accessory apartment uses will be managed by on-site underground sewage leaching systems. Sanitary disposal is not proposed for the storage use. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight '(8) hydrogeologic zones in Nassau and Suffolk Counties. �. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater' Management ZoneIV, which according to Article VI of the' Suffolk County Sanitary`Code, has an allowable flow of 600 gallons per -day (gpd) per acre in areas served by public water. Therefore, the allowable 'nitrogen bearing flow for the overall 1.08 acre site is 650 g.p.d. The;, sanitary design flow is computed using SCDHS manual Standards for (Approval of Plans and Construction for Sewage Disposal Systems for,Other Than Single Family Residences. The manual establishes the design, flow as follows: The proposed application would require 367.68 g.p.d. and, therefore, would conform with Article VI of the Suffolk County Sanitary Code. The proposal includes 24,505 s.f. of buildings and 20,242 s.f. of asphalt for a total area of 44,747 s.f. of impervious area. Run-off is proposed to be contained on site via ten sub -surface dry -wells located under the asphalt area. Calculations for a 2' rainfall have been provided and the drainage system has been designed to accommodate such a rainfall. 2 SEQRA Negative Declaration Page Three December 16, 2013 Topographic elevations on-site range from 40.81 NGVD to 46.33 NGVD. A test hole was established to 17'; groundwater was not encountered. Therefore, the depth to groundwater is not expected to constrain the installation of septic systems on the lot. Further, the proposed action will not adversely affect groundwater quantity or quality provided properly functioning drainage and septic systems are designed and installed. The parcel is cleared, vacant and currently used to store vehicles. No significant removal or destruction of large quantities of vegetation would occur as a result of this action. Correspondingly, no substantial interference with the movement of resident or migratory wildlife species nor impacts to a significant habitat will occur. The Suffolk County. Soil- Survey (1975) identifies parcel soils as Haven Loam (HaA) and Plymouth Loamy Sand (PIB). Haven Loam soils are indicative of outwash plains, level and have slight erosion potential. The soil is well suited for all crops: The soil Plymouth Loamy Sand (PIB) is indicative of outwash plains and is fairly well suited for crops. The potential of erosion is slight. A minimal loss of agricultural soils will result if the action is approved The New York State Parks, Recreation and Historic Preservation National Register Listing In Application (2008) indicates that the parcel is not located within Known historical or archeological areas, coupled with the historicagricultural use,on the parcel the occurrence of historical or archeological resources on site .islow. The proposed action is not expected to impair the ;character or quality of important known historical or archaeological resources. The parcel is vacant; to architectural impacts will occur. The parcel is located 160±feet north of County Route 48, a New York Scenic Byway. To,mitigate impacts to the view shed from the expected build out, the Planning Board required a 100' vegetative buffer on parcels abutting County Route 48 and a 50' vegetative buffer on parcels abutting Depot Lane as a condition of approval of the subdivision. The buffer has been encroached upon, however, the proposed action includes a plan to re -vegetate the area with native plant species. Additionally, the proposal includes a 4' vegetative buffer, including a row of evergreen trees, along the east and west property lines. Therefore, visual impediments to the view -shed will be partially minimized through the vegetative buffers. Due to the location of the lot within the subdivision, proposed use, and existing vegetative buffers, the impacts to County Route 48, the aesthetics of the community or neighborhood character will be minimized through screening. M SEQRA Negative Declaration Page Four December 16, 2013 Based on the above information, no substantial adverse changes in existing air quality, surface water quality or quantity, traffic or noise levels; solid waste production or potential for erosion are expected to occur if the proposed action is implemented as planned. No major change in the use of either the quantity or type of energy is expected to occur. No creation of a hazard to human health is expected to occur. The proposed action will not cause a substantial change in the use, or intensity of use, of land including agricultural, open space or recreational resources, or in its capacity to support existing uses. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Address: Telephone Number: Mark Terry, Principal Planner Planning Board (631) 765-1938 I 4 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR December 17, 2013 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 DEC 18 app BLDG. DEPT. OUTH OLDTOWOF S Re: Approval: North Fork Self Storage #2 Amended 115 Commerce Drive, ±475' s/o Corporate Rd. ,& Commerce.Dr., Cutchogue SCTM#1000-96-1-1.2 Zoning District: Ll Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on December 16, 2013: , WHEREAS, this amended site plan is for the construction of a 24,505 sq. ft. storage building, including a 1,473 sq. ft. office, and a 1,473 sq. ft. apartment for security on a 47,166 sq. ft. parcel in the Light Industrial Zoning District; and WHEREAS, on October 4, 2013, Martin Kosmynka, owner, submitted an amended application for site plan review; and WHEREAS, on October 7, 2013, the Planning Board reviewed the application and found it complete and accepted the application for review; and WHEREAS, on October 16, 2013, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and WHEREAS, on October 16, 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 North Fork Self Storage #2 Amended Page Two December 17,201 3 WHEREAS, on October 20, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on October 20, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on October. 30, 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 WHEROM, $A Member 4, 2013, a public hearing was held and closed; and WHEREAS, on November 14, 2013, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, on December 2, 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 December 2,2013, the applicant submitted a copy of the permit renewal by the Suffolk County Department of Health Services (SCDHS) on September 15, 2012 for 368 gpd under Reference Number C10-08-0012; and WHEREAS, on December 2, 2013, the Southold Town Planning Board determined that all applicablerequirements of the Side Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met with the exception of a SEQRA determination; and l WHEREAS, on December 12, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed public warehousing as a permitted use in the Light Industrial Zoning District; and WHEREAS, on December 13, 2013, the Southold Town Zoning Board of Appeals (ZBA) determined the amended proposal de minimis with regard to the previous ZBA Decision File #6259; 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, pursuant to SEQRA as Lead Agency, hereby makes a determination of non -significance for the proposed action and grants a Negative Declaration; and be it further North Fork Self Storage #2 Amended Page Three December 17, 2013 RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "North Fork Self Storage #2", prepared by Kenneth H. Beckman, L.S., dated October 2008 and last revised, May 14, 2009 and including the following three (3) plans: 1) Sheet 1: Site Plan 2) A-1: 1 stand 2nd Floor Plans 3) A-2: Elevations 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 & Negative Declaration are enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours- e z�,,4.6 a-sa Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map; Town Engineer w/map PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR January 30, 2015 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny. gov Re: Approved Site Plan for North Fork Self Storage #2 (amended) Located at 115 Commerce Drive, on the west side of Commerce Drive, approximately 475 feet south from Corporate Road, in Cutchogue SCTM#1000-96.-1-1.2 Zoning District: LI — Light Industrial Dear Mr. Kosmynka: The Planning Board has found that the requirements of the above -referenced Site Plan have been completed based on the site inspection made December 17, 2014 and the submitted as -built Site Plan prepared by Kenneth H. Beckman, LS, dated October 1, 2008, received by the Planning Department on January 15, 2015. This as -built plan is provided to the Planning Board to illustrate changes to the Approved Site Plan; it does not replace the original Approved Site Plan. The changes are as follows: • Notations referencing 2013 Approved Site Plan • Landscaping of 231 Eastern Red Cedars (sizes vary) • Six (6) striped parking stalls (including two (2) ADA) • "Future Cross Access" locations and constructed Fire Gate Access • Fire Gate/Access to Depot Lane w/ PB conditions on Site Plan The site is now in conformance with the Approved Site Plan entitled "North Fork Self Storage #2", prepared by Kenneth H. Beckman, L.S., dated October 2008, last revised October 7, 2013 and the as -built Site Plan referenced above. 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. North Fork Self Storage #2 Amended P a q e 12 January 30, 2015 Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, 40 Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 -1560 PMCHAELC0LLINSAT0WN.S0UTH0LD.NY.US James A. Richter, R.A. Michael M CQl'JrC$-,(P*. 53095 Main Road - SOUTHOLD, NEW YO 11!! 71 Fax #:. %31), 765 -901 Office of the Engineer Town of Southold - -- STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) To. ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOIiTAC maRMS"or IWRNATrON.• FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: / A0 / - � ❑ Stormwater Management Control Plan APPLICANT. �� s calm Pte 9CA-, 0 )51 UJJ6�" tc ❑ Completed Chapter 236 Stormwater S.C.T.M. *: - 96 -1 - / �11 Review Checidist PROPERTY ADDRESS BRIEF PROJECT DESCRIPTION: ** FOR I RING DEPARTMENT USE ONLY''°�'°� Reviewed Br. Date: 2 l 3 Appr v ❑ Additional Information Required: l ,�'suffatr y • 'E�S.C.T.M. 41 �° . CHAPTER 236 Storm�water Review Checklist DATE: / G APPLICANT: �f1 S #: 606 0 C/a' ' PHYSICAL ADDRESS: 5' co' y`y CLf m"4 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.boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundpry as re' aired in §23647(C)(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 contouis of the site (minimubi 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalks drainage 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 6onstruction entrance/Meng areas 1. location of the proposed..concrOte 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 genpraied by a twainch rainfall 3. Detail drawings (require or lg an =royal) 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 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 REQUESTED BY. Company Name: No.. Im �o��OF SO�ryo� N r �O ��y�DUlili`I,� Telephone (631) 765-11802 Ftou�rogltl wnso ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION (5 - JOBSITE INFORMATION: (*Indicates required information) *Name: "Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: Date: 7 X01 // _ 39( / 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 7 -- (Please -- (Please Circle All That Apply) *Is job ready for inspection: YES NO. ough In CL Final *Do -you need a Temp Certificate- YES NO Ternp Informationi f � needed � t *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connectUn erground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82 -Request for Inspection Form z'� "l 1470 DAA DiGiovanni & Associates 26 preston avenue Architects sea cliff, ny 11579 (516)671 -3624 To Town of Southold 53095 Main Road Southold, NY 11971 LETTER OF TRANSMITTAL DATE 2/13/13 JOB NO. 13-30 ATTENTION Pat Conklin E: North Fork Self Storage 50 Commerce Drive Cutchogue NY WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via Federal Express the following items: ❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ applications copies date No description 3 each. A-0 - A-1, A -4-A-7, signed & sealed 2 each. Rescheck Envelope Compliance Certificate 2 each. Rescheck Compliance Certificate THESE ARE TRANSMITTED as checked below: ❑ for approval ❑ Reviewed ® for your use ❑ Furnish as Corrected ❑ As requested ❑ Revise and Resubmit ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints Remarks Enclosed please find revised plans with corrections as previously submitted via email. Substitute these sheets from the previous ones as discussed. Thank you for your help & contact me with any questions. COPY TO SIGNED: David D1Giovanni RA, aia Conklin, Pat From: David DiGiovanni <daa93@msn.com> Sent: Tuesday, January 21, 2014 7:53 AM To: Conklin, Pat Subject: RE: NFSS Attachments: A-0 Project info sheet.pdf, NFSS 2014 A-1 Site Plan.pdf; NFSS 2014 A-5 2nd Floor Plan.pdf; NFSS 2014 A-6 Elevations.pdf; NFSS 2014 A-7 Schedules.pdf Pat, Please find attached revised drawings per our conversation. We added a note on the schedule about the fire barrier having a smoke tight joint at the underside of the metal roofing. This is in compliance with NY State code section'706:4. Contact me with any additional comments and how many originals you will need to approve the job. Thank You, David DiGiovanni and Associates Architects 26 Preston Avenue Sea Cliff, NY 11579 (516)671-3624 (516)759-7138 fax Daa93@msn.com Agreement for Elevator Installation OJT/ Submitted to: North Fork Self Storage 50 Commerce Drive Cutchogue, NY 11947 (Hereinafter Purchaser) By: ThyssenKrupp Elevator 59 Otis street West Babylon, NY 11704 (631)491-3111 ThyssenKrupp Elevator is pleased to provide the following agreement for the elevator installation at: North Fork Self Storage 50 Commerce Drive Cutchogue, NY Date: January 14, 2014 ThyssenKrupp Elevator Americas Business Unit Agreement for Elevator instaNation DeticrWm of equipment. TYPE OF EQUIPMENT: One (1) ThyssenKrupp Endura A Hydraulic Passenger Elevator CONTROL: TAC 32 CAPACITY: 5000 lbs. SPEED: 80 fpm OPERATION: Simplex selective collective TRAVEL: 10'-0" POWER SUPPLY: 208 V 3Ph 60Hz MACHINE LOCATION: Adjacent at lowest level OPENINGS: Two in-line HOISTWAY FRAMES & DOORS: 4'-0'° x T-0" Side -opening doors and frames finished in Baked Enamel with aluminum sills. CAR ENCLOSURE: Standard ThyssenKrupp TKLP cab interior with the following features: 1. Steel shell cab walls finished in plastic laminate. 2. Standard fluorescent lighting above translucent panels and a baked enamel frame. 3. Brushed Stainless Steel car door. 4. Brushed stainless steel fronts with aluminum sill. 5. Flat Bar stainless steel handrail along rear wall. 6. • One set of cab protection pads. T. Aluminum Diamond plate Finished flooring SIGNALS: SPECIAL FEATURES: Agreement for Elevator Installation. Traditional vandal resistant fixtures consisting of illuminating Stainless steel car and hail pushbuttons, emergency light, and car riding lantern. Handicap features to most current ANSI & ADA code requirements including: 1. ADA -compliant emergency telephone device 3. Phase i and N Fire Service operation, per NYC K4 (2003) Page 2 of 11 Agreement for Elevator Installation 4. Elevator equipment designed for Seismic Zone 2. 5. independent service operation. 6. Hoistway access at top and bottom landing. MINIMUM HOISTWAY SIZE: r-4" wide x 10'-2" deep, with a 41-V pit depth, and 121-V overhead Scope. This Agreement Is intended to cover the complete furnishing and installation of: One (1) ThyssenKnrpp Endura 50A Passenger Hydraulic Elevator Except as specified under "Work not included." All work shall be performed in a workmanlike manner and shad include all work and material as set forth in the drawings and as specified herein. In all cases where a component pmt of the equipment is herein referred to in the singular, it is intended that such reference shall apply to as many such components as are required to complete the Installation. All work shall be performed in accordance with the latest revised edition (as of the date of this proposal) of the United States of America Standard Safety Code for Elevators, Escalators and Dumbwaiters, the National Electrical Code, a ndfor such State and Local Codes as may be applicable. Subsequent to the date of this Agreement, should changes be made in any code, or should rulings by any code enforcement authority extend the application of the code, the work and materials necessary to bring the Installation into compliance with such changes shall be in addition to the contract price. Approximate Lead Times Be advised of the following approximate lead-times associated with this project: Delivery of Equipment to distribution center or jobsite: 2 weeks installation of elevator system: (Afiariwaf t ofpiumA dry hoW way, in machine room, 3 3 Weeks Agreement for Elevator installation. Page 3 of 11 Agreement for Elevator Installation phase power nd verification ofa11preA*WWy woikby others) AdjustmentAl pectlorl(where applicable) from completion of ThyssenKrupp Elevator 2 Weeks inspection checklist Price and terms of payment. ThyssenKrupp Elevator proposes to furnish and install the equipment specified in this proposal for the net sum of Seventy Three Thousand Five Hundred Dollars ($73,500.00), payable as follows: This proposal is based on the following payment terms: Fifty percent (50%) of the contract price will be due and payable within 30 days from the receipt of the subcontract agreement. This initial progress payment will be applied to project management, permits, engineering and shop drawings, submittals, drilling mobilization (if required) and rev material procurement. Material will be ordered once this payment is received and subcontract is fully ratified. Thirty Five percent (35%) shall be due and payable when the material has been received at the ThyssenKrupp Elevator warehouse. Receipt of payment is required prior to mobilization of labor. Ten percent (10%) shall be due and payable monthly as labor is performed. Final payment, including five percent (5%) retention and all change orders shall be paid prior to turnover of the equipment Purchaser acknowledges that the contract price is based upon labor and material prices projected to be in effect when the Purchaser has scheduled ThyssenKrupp Elevator to install the equipment as of the time of contracting. In the event the schedule changes or construction delays postpone installation and/or adjustment of the gator for more than 45 (forty-five) days tater than originally scheduled, the contract price shall be increased by the amount of any actual increase in ThyssenKrupp Elevator's material and/or labor costs resulting from the schedule change or delay. Changes in schedule must be agreed upon in writing by both parties prior to becoming effective. In the event of any default or breach by Purchaser of any provision of this Agreement, the unpaid balance of the purchase price, less the cost of completing the work as estimated by ThyssenKrupp Elevator, shall immediately become payable irrespective of the acceptance by ThyssenKrupp Elevator of notes from Purchaser or extension of time for payment. If there is more than one (1) unit in this contract, final payment shall be made separately as each unit is completed or turned over to Purchaser. ThyssenKrupp Elevator reserves the right to discontinue its work at any time until payments have been made by Purchaser as agreed upon, and satisfactory assurances are meds by Purchaser that subsequent payments will be made as they become due. Non-payment by the Purchaser of any monies due and owing under this Agreement shall result in the accrual of Interest on the delinquent monies at the maximum rate allowable by law in the state of acceptance. ThyssenKrupp Elevator shall be provided with uninterrupted access to the elevator hoist way and machine room areas to perform work between regular IUEC working hours of regular working days, Monday thru Friday, statutory holidays excluded. In the event that overtime, additional work outside of the scope of this agreement, or expedited work is required, it will be performed at the following rates and only after receipt of an executed Change Order: Expedited installation Hourly OT Rate (Up to 100 Team Hours): $290.001 Team Hour Hourly Team Rate for Out of Scope Work during Normal Hours: $290.001 Team Hour Age for Elevator h0allabon. Page 4 of 11 Agreement for Elevator Installation Hourly Team Rate for Out of Scope Work during OT Hours: $580.001 Team Hour Hourly Mechanic Rate for Out of Scope Work Normal Hours: $190.001 Mechanic Hour Hourly Mechanic Rate for Out of Scope Work OT Hours: $380.001 Mechanic Hour Team = One (1) mechanic xW one (1) apprentice Note: Rates are subject to change after March 1, 2014 Hole for Jack unit. When required, the excavation of the elevator cylinder well hole will be based on drilling through soil free from rock, sand, water, building construction members and obstructions. Should obstructions be encountered, ThyssenKrupp Elevator will proceed only after written authorization has been received from the Purchaser. The contract price shall be increased by the amount of additional labor at ThyssenKrupp Elevator 's standard hourly rates, and the actual cost of any additional material plus 15%. A 32"x32" block-out, or as the block-out indicated on ThyssenKrupp Elevator layouts, in the pit floor shall be provided by the Purchaser. Adequate ingress and egress, including ramping, shall be provided for a truck -mounted drill rig. Removal of ail dirt and debris from each hole location shall be by others. Only ThyssenKrupp Elevator standard HDPE or PVC protection system with bottomless corrugated steel casing will be provided for "in -ground" hydraulic jack assemblies. Any required trenching and backfilling for underground piping or dings, and conduit as well as any compaction, grouting, and waterproofing of block-out shall be work by others. Methane barriers or coordinationlaccess are not included and are to be engineered and installed by others. Access shall be provided at no cost to 2" pressurized water supply within 100'-0" of the jack hole location. layout is to be by others when excavation of jack hole is from grade. An OSHA compliant steel safety bearn with a minimum 5,000 pound capacity must be furnished and installed by others 2" below the overhead roof deck as shown on the ThyssenKrupp Elevator shop drawings prior to elevator installation. Purchaser agrees to provide a 4' x 4' opening in the elevator hoistway overhead as required by ThyssenKrupp Elevator. Majntenance service. ThyssenKrupp Elevator shall furnish maintenance service for the period of twelve (12) months on each elevator after the Installation is completed and the elevator has been placed Into operation. Maintenance includes call-backs during normal hours of regular working days (8:00am4:30pm, M -F). Any overtime callbacks will be bird to the customer at ThyssenKrupp Elevator standard overtime setvice rates. Regular maintenance Service shall consist of periodically examining, lubricating, adjusting and cleaning the elevator (s), and, in the sole opinion, H conditions warrant, repairing or replacing elevator components not excluded under this Agreement. Temporary service. There are no provisions for "temporary use" of the elevator(s) prior to completion and acceptance of the complete Installation. Should Purchaser require use of any elevator(s) prior to completion and final acceptance, the Purchaser agrees to sign ThyssenKrupp Elevator's Construction Use Only Agreement, and be bound by the terns and conditions thereof. A copy of this Agreement will be furnished upon written request. Cost for temporary use of an elevator shall be $100per calendar day per hydraulic elevator and $200 per calendar day for each traction elevator for rental use only, excluding personnel to operate. All labor and parts, including callbacks required during the rental use period will be billed at local billing rates. In the event that an elevator must be provided for temporary use, ThyssenKrupp Elevator will require 30 days to perform final adjustments and re- inspection after the elevator has been returned to ThyssenKrupp Elevator with all protection, intercoms and temporary signage removed. This duration does not include any provisions for finish installation or for repairs of same, which shall be addressed Agreement for Elevator dation. Page 5 of 11 Agreement for Elevator installation on a project -by -project basis. Cost for preparation of controls for temporary use, refurbishment due to normal wear and tear, readjustment and re -inspection will be determined on a project by project basis. These costs are based on work performed during normal working hours. Temporary use excludes improper vandalism or misuse. Any required signage, communication devices, elevator operators, and protection are not included. All overtime premiums for repairs during the temporary use period will be billed at our local service billing rates. Acceptance of installation. Upon notice from ThysmKrupp Elevator that the installation of the elevator has been completed, Purchaser will arrange to have present at the installation site a person duly authorized to make the final inspection and to providelexecute a written final acceptance. The date and time that such person will be present at the site shall be as mutually agreed upon, but shall not be more than ten (10) business days after the date of ThyssenKrupp Elevator's notice of completion to Purchaser, unless both parties agree to a certain date thereafter. Such Final Inspection and Certificate of Acceptance shall not be unreasonably delayed or withheld. In the event the elevator fails inspection due to no fault of ThyssenKrupp Elevator, Purchaser agrees to reimburse ThysmKrupp Elevator for any costs associated with additional inspections. We have included provisions for one elevator inspection. In the event that the elevator fails inspection due to work of other trades, ThyssenKrupp Elevator will be compensated by change order prior to scheduling a rewinspection. The cost of each re -inspection shall be $1500 plus a remobilixation fee of $2500. Storage. The Purchaser agrees to provide suitable tractor trailer access and roll -able access from the unloading area to the elevator or escalator hoistways / well ways. The Purchaser agrees to provide a dry and secure area adjacent to the hoist way(s) at the ground level for storage of the elevator equipment and tools within ten (10) business days from receipt at the local ThyssenKrupp Elevator warehouse. Any warranties provided by ThyssenKrupp Elevator for elevator equipment will become null and void if equipment is stored in any manner other than a dry, enclosed building structure. Any relocation of the equipment as directed by the Purchaser after initial delivery wig be at the customer's expense. Purchaser will be required to sign off on the Material Release Form which wiN indicate the requested delivery date of equipment to the site. If Purchaser is not ready to accept delivery of the equipment within tern (10) business days of the agreed upon date, Purchaser will immediately make payments due for equipment and designate some local point where Purchaser will accept delivery. if Purchaser fails to make a location available, ThyssenKrupp Elevator Is authorized to warehouse the equipment at the ThyssenKrupp Elevator warehouse at Purchaser's risk and expense. Purchaser shag reimburse ThyssenKrupp Elevator for all costs due to extra handling and warehousing. Storage beyond ten (10) business days will be assessed at a rate of $300 per week for each elevator, which covers storage and insurance of the elevator equipment and Is payable prior to delivery. Drawings. ThyssenKrupp Elevator standard shop drawings, submittal package, standard owner's manuals and prints will be provided. Deferred approvals, not limited to DSA and OSHPD, are not included. Stamped calculations or details (by professional engineer) are not included. Painting. All exposed metal work furnished by ThysmKrupp Elevator, except as otherwise specified in writing, shall be properly painted atter installation by ThysmKrupp Elevator. Agreement for Elevator Installation. Page 6 of 11 Agreement for Elevator installation Permits, taxes, and licenses. All applicable sales and use taxes, permit fees and licenses imposed upon ThyssenKrupp Elevator as of the date of this proposal are included in the contract price. Purchaser agrees to pay, as an addition to the contract price, the amount of any additional taxes, fees, or other charges exacted from the Purchaser or the ThyssenKrupp Elevator by any law enacted after the date of this proposal. This proposal is made without regard to compliance with any special purchasing andlor manufacturing requirements including, but not limited to, Buy American, Buy America, U.S, Steel, Far Clauses, MBE, WBE, supplier requirements or any similar state or government procurements laws. Should any such requirements be applicable to this project, ThyssenKrupp Elevator reserves the right to modify andlor withdraw this proposal. Acceptance of proposal. Purchaser's acceptance of this Agreement and its approval by an executive officer of ThyssenKrupp Elevator will constitute exclusively and entirely the Agreement. All other prior representations or agreements, whether written or verbal, will be deemed to be merged herein, and no other changes in or additions to this Agreement will be recognized unless made in writing and properly executed by both parties. Should Purchaser's acceptance be in the form of a purchase order or other similar document, the provisions of this Agreement will govern in the event of a conflict. This proposal is hereby accepted in its entirety, and shall constitute the entire Agreement as contemplated by the Purchaser and ThyssenKrupp Elevator. Tide and ownership. ThyssenKrupp Elevator retains tide to all equipment It supplies under this Agreement and a security interest therein, (which, it Is agreed, can be removed without material injury to the real property) until all payments under the terms of this Agreement, Including deferred payments and any extensions thereof, are made. In the event of any default by Purchaser on any payment, or any other provision of this Agreement, ThyssenKrupp Elevator may take immediate possession of the equipment and enter upon the premises where It is located (without legal process) and remove such equipment or portions thereof, irrespective of the manner of Its attachment to the real estate or the sale, mortgage, or lease of the real estate. Pursuant to the Uniform Commercial Code, and at ThyssenKrupp Elevator's request, Purchaser agrees to execute any financial or continuation statements which may be necessary for ThyssenKrupp Elevator to file in public offices in order to perfect ThyssenKrupp Elevator's security interest in such equipment. Warranty. ThyssenKrupp Elevator warrants the equipment installed pursuant to this Agreement against defects in materials and workmanship for a period of one year from the date of Final Acceptance. However, the warranty is contingent on the equipment being installed at the times proposed in this proposal. In the event that the job is delayed for a period greater than six months, the warranty shall be reduced by the amount of the delay. This warranty is in lieu of any other liability for defects. ThysswKrupp Elevator makes no warranty of merchantability and no other warranties which extend beyond the description in this Agreement including any other warranties existing by operation of law. Like any pied of mechanical machinery, this equipment should be periodically inspected, lubricated, and a*#dsd by competent personnel This warranty is not intended to supplant such normal maintenance service and shall not be construed to mean that ThyssenKrupp Elevator will provide free service for periodic examination, lubrication, or adjustment due to normal use beyond that included in this Agreement; nor will ThyssenKrupp Elevator correct, without charge, breakage, maladjustm®nts, or other trouble arising from abuse, misuse, improper or inadequate maintenance, or any other causes beyond its control. in the event of a warranty claim, Purchaser must give ThyssenKrupp Elevator prompt written notice, and provided all payments due under the terms of this Agreement have been made in full, ThyssenKrupp Elevator shall, at its own expense, correct any proven defect by repair or replacement. ThyssenKrupp Elevator will not, under this warranty, reimburse Purchaser for cost of work done by others, nor shall Agreement for Elevator Installation. Page 7 of ii Agreement for Elevator Installation ThyssenKrupp Elevator be responsible for the performance of equipment to which any revisions or alterations have been made by others. Any warranty provided by ThysmKrupp Elevator will become null and void if the elevator equipment is tampered with, maintained, worked on or adjusted by any person(s) other than authorized ThyssenKrupp Elevator company personnel. Work not included. Hoistwav and Machine Room OSHA compliant removable barricades are to be provided by others prior to installation ThyssenKrupp Elevator will replace if removed by ThyssenKrupp Elevator. Barricades must allow clearance for installation of entrance frames and should be located no less than 24" from the exterior face of the hoistway wall. Purchaser agrees to indemnify, defend and hold ThyssenKrupp Elevator harmless for any OSHA citations received as a result of Purchaser's non-compliance with OSHA standards. ThyssenKrupp Elevator shall be provided a dry legal hoistway, properly framed and enclosed, and including a pit of proper depth provided with ladder. This is to include the pit and overhead with ladder, steel safety beam, inspection or access platforms, access doors, sump pump, lights, waterproofing, as required; dewatering of pit(s) and required screening. An OSHA compliant steel safety beam with a minimum 5,000 pound capacity must be furnished and installed by others 2" below the overhead roof deck as shown w the ThysmKrupp Elevator shop drawings prior to elevator installation. Hoist -way shall be square and plumb within 1" from top to bottom of the total hoistway height. If hoistway is outside of this required tolerance, Purchaser shall pay extra for any additional modifications required for a proper installation. Purchaser must provide adequate backing for the elevator guide rails (as shown on the elevator shop drawings). If not, Purchaser will be subject to extra charges due to any additional work required or delay. Provide 75 bevel guards on all projections, recesses or setbacks in excess of 4" in accordance with ASME A17.1. ThyssenKrupp Elevator shall be provided a legal machine room, adequate for the elevator equipment, including floors, trap doors, gratings, foundations, lighting, ventilation sized per the ThyssenKrupp Elevator shop drawings. Machine room temperature to be maintained between 50 and 90 degrees Fahrenheit, with relative humidity less than 95% non -condensing. Maximum wall thickness for elevator door frame is 12.5". Purchaser must specify this thickness on the layout approvals. Elevator entrances shall not have exterior sun exposure. Custom "sun doors" are not provided. All grouting, fire caulking, cutting and removal of walls and floors, patching, coring, penetrations and painting (except as specified) and removal of obstructions required for elevator work are by others. Proper trenchling and backfilling for any underground piping andlor conduit are by others. Any tube steel andlor rail backing, including embeds and weld plates, that may be required by ThyssenKrupp Elevator for rad bracket attachment or guide rail support is to be famished and installed by others flush with the hoist way from pit floor to the top of the overhead to carry the loads of all equipment Guide rails for traction elevators must attach to steel, CMU or concrete, not wood. Support the full width of the hoistway at each landing for anchoring or welding the ThyssenKrupp Elevator sill support shall be furnished and installed by others as detailed on the ThyssenKrupp Elevator layouts. Structural steel door frames with extensions to beam above If required on hoistway sides and sills for freight elevators, including finish painting these items shall be by others. Basementiadjacent traction machines shall be supported by structural foundations with embedded machine bolts as shown on ThyssenKrupp Elevator layouts. Overhead traction machines shall be supported by structural machine room floors with steel embed plates furnished and Installed by others as shown on the ThyssenKrupp Elevator layouts. Beam pockets with bearing plates to support the loads of the overhead machine assembly on Synergy machine roomless applications shall be furnished and installed by others per the ThyssenKrupp Elevator layouts. Rough openings for the entrances shall be no less than what Is delineated on the elevator shop drawings. Purchaser to provide adequate bracing of entrance frames to prevent distortion during wall construction. An OSHA compliant steel safety beam with a minimum 5,000 pound capacity must be furnished and installed by others 2" below the overhead roof deck as shown on the ThyssenKrupp Elevator shop drawings prior to elevator installation. Agreement for Elevator Installation. Page 8 of 11 Agreement for Elevator tnstaNation Purchaser agrees to provide at no cost a crane to hoist elevator equipment as needed, including hydraulic cylinders to be placed In the ground. For a Synergy machine room -less installation, the top of the hoist way shall not be installed until after the hoist machines can be set in place with a crane. For a traditional overhead traction installation, the top of the machine room shall not be installed until after the hoist machines can be set in place with a crane. Access for this Installation shall be free and clear of any obstructions. A forklift for unloading and staging material shall also be provided at no additional cost. For Synergy machine room -less applications, Purchaser shall provide TKE installation crew a work platform in the hoistway at the top landing. The platform shad be constructed to the specification provided to the Purchaser by TKE. UL Suitable connections from the power main to each controller and signal equipment feeders as required, including necessary circuit breakers and fused mainline disconnect switches per NEC will be supplied by others prior to installation and wig have the same characteristics as permanent power. Piping & wiring to controller for mainline power, car lighting, and any other building systems that interface with the elevator controls is by others. (Per N.E.C. Articles 620.22 and 620-51) will also be provided by others. A means to automatically disconnect the main line and the emergency power supply to the elevator prior to the application of water in the elevator machine room will be fumished by the electrical Purchaser if required. Any required hoistway, machine room, pit lighting andlor 110v service outlets shall be by others. Temporary 220v single phase (50 amps) within 50 feet of each hoist way shall be provided by others. The Purchaser will provide a temporary 220 VAC - 30 amps single phase terminal with disconnect for each traction elevator In the machine room(s) at the start of the job for temporary operation of work platform. Purchaser agrees to provide a bonded ground wire, properly sized, from the elevator controller(s) to the primary building Wound. Conduit and wiring for remote panels to the elevator machine room(s) and between panels shall be by others. Remote panels required by local jurisdictions are not included: Sprinkles, smokelheat detectors on each floor, machine room and hoistways, shunt trip devices (not self -resetting) and access panels as may be required are to be furnished and installed by others. Purchaser shall provide a dedicated telephone line monitored 24 hours, as well as normally open dry contacts for smoketheat sensors which shall be terminated by others at a properly marked terminal in the elevator controller. One additional telephone line per group of elevators for diagnostic capability wired to designated controller shall be provided -by others. Emergency power supply including automatic time delay transfer switch and auxiliary contacts with wiring to designated elevator controller shall be provided by others. Electrical cross connections between machine rooms for emergency power are to be provided by others. Any governmentally required safety provisions not directly involved for elevator installation shall be provided by others. Elevator Cab The cab floor shall have a 318" recess and 50 Ib. weight allowance for finish flooring furnished and installed by others. Shaved msponsibNihes. ThysmKrupp Elevator shall not be liable for any loss, damage or delay caused by acts of government, labor trout, strikes, lockouts, fire, explosion, theft, floods, riot, civil commotion, war, malicious mischief, acts of God or any cause beyond its control, and in no event shall ThyssenKrupp Elevator be liable for any damages, nor any consequential, special or contingent Agreement for Elevator Installation. Page 9 of 11 Agreement far Sevatcr InsUllaWn damages. ThyssenKrupp Elevator shall automatically receive an extension of time commensurate with any delay regarding the aforementioned. ThyssenKrupp Elevator complies with provisions of Executive Orders 11246,11375,11758, Section 503 of the Rehabilitation Act of 1993, Vietnam Era Veteran's Readjustment Ad of 1974, 38 U.S.C. 4212 and 41 CFR Chapter 60. ThyssenKrupp Elevator supports Equal Employment Opportunity and Affirmative Actions Compliance programs. Special Comm =. 1. ThyssenKrupp Elevator's performance under this Agreement is contingent upon Purchaser furnishing ThyssenKrupp Elevator with any and all necessary permission or priority required under the terms and conditions of government regulations affecting the acceptance of this Agreement or the manufacture, delivery or installation of the equipment 2. it is agreed that ThyssenKrupp Elevator's personnel shall be given a safe place in which to work and ThysswWmpp Elevator reserves the right to discontinue work in the building whenever, in our sole opinion, this provision is being violated. 3. All work is to be performed during ThyssenKrupp Elevator's regular working hoursiregular working days unless otherwise specified and agreed to in writing by both ThyssenKrupp Elevator and Purchaser. 4. Certificate of Workers' Compensation, Bodily Injury and Property Damage Liability Insurance coverage shall be furnished to Purchaser upon request. 5. Should loss of or damage to our material, tools or work occur at the installation site, Purchaser shall compensate ThyssenKrupp Elevator for such loss, unless such loss or damage results from ThyssenKrupp Elevator's own ads or omissions. 6. If ThyssenKrupp Elevator submits any drawings, illustrations or descriptive matter with this proposal, they are approximate and are submitted only to show the general style and arrangement of equipment being offered. T. in the event ThyssenKrupp Elevator engages a third party to enforce and collect payment due hereunder, either with or without suit, Purchaser agrees to pay all costs thereof together with reasonable attorney's fees. Purchaser does hereby waive trial by jury and does hereby consent to the venue of any proceeding or lawsuit under this Agreement to be in Nassau County, New York. 8. Project schedule shall be mutually agreed upon by both parties in writing before becoming effective. 9. ThyssenKrupp Elevator's participation in controlled insurance programs is expressly conditioned upon review and approval of all controlled insurance program information and documentation prior to enrollment. Any insurance credits, if applicable, will be provided at that time. 10. In no event shall ThysmKrupp Elevator be responsible for liquidated, consequential, indirect incidental, exemplary, and special damages. 11. Dumpsters shall be provided by others at no cost to ThyssenKrupp Elevator for removal of elevator packaging material. Should dumpsters not be provided, disposal of packaging materials shall be by others. Composite cleanup participation is Agreement for Elevator Installation. Page 10 of 11 Agreement for Elevator Installaetion not included. 12. it Is agreed that in the event asbestos material is knowingly or unknowingly removed or disturbed in any manner at the jobsite, you will mond our work place and prior to and during our manning of the job, you will certify that asbestos in the environment does not exceed .01 fibers per cc as tasted by MOSS 7400 In the event our employees or those of our subcontractors are exposed to an asbestos hazard, PCP's, lead or other hazardous substances, you agree to indemnify, defend, and hold us harmless from all damages, claims, stints, expenses, and payments resulting from such exposure. identification, notification, removal and disposal of asbestos containing material, PCP's lead or other hazardous substances are the responsibility of the Purchaser. 13. On site parking will be provided at no additional cost. The rights of ThyssenKrupp Elevator under this Agreement shall be cumulative and the failure on the part of the ThyssanKrupp Elevator to exercise any rights hereunder shall not operate to forfeit or waive any of said rights. Any extension, indulgence or change by ThyssenKrupp Elevator in the method, mode or manner or payment or arty of its other rights shall not be construed as a waive of any of its rights under this Agreement TNYSSENKRUPP EL TOR C RPORATIO North F Self ThyssenKrupp Elevator Approval: By: By: ey: (Sipuhn of ThyaNtKntpp EMramr R+PrN�)WANUM of IndFridwl) Mario Cardaci Title: [ConbW Adininstrators tile] (Pa Tyw ftmo Date: (631)491-3111 ext 3003 Titic- Dats: Date: Agreement for Elevator lnstailatim. Page 11 of 11 COMcheck Software Version 3.9.2 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : North Fork Self Storage Construction Site: Owner/Agent: Designer/Contractor: 50 Commerce Drive North Fort Self Storage DiGiovanni and Assoc Architects Cutchogue, NY 11935 50 Commerce Drive 26 Preston Ave Cutchogue, NY 11935 Sea Cliff, NY 11579 R -Value 631 734-2177 516 671-3624 Perimeter Daa93@msn.com Section 2: General Information Building Location (for weather data): Climate Zone: Building Space Conditioning Type(s): Vertical Glazing / Wall Area Pct.: Activity Type(s) Warehouse Office Suffolk, New York 4a Nonresidential 1% Section 3: Requirements Checklist Floor Area 21449 1470 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: F -I 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. Lj 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Ej 5. 'Other components have supporting documentation for proposed LI -Factors. 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Lj 8. Cargo doors and loading dock doors are weather sealed. Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 1 of 6 Climate -Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Factor U-Factor(a) Perimeter Roof 1: Metal Building, Standing Seam 19336 38.0 40.0 0.016 0.055 Exterior Wall 1: Metal Building Wall 9160 19.0 26.0 0.025 0.084 Window 1: Metal Frame with Thermal Break:Double Pane with 124 --- --- 0.280 0.550 Low -E, Clear, SHGC 0.24 Floor 1: Slab-On-Grade:Unheated, Horizontal with vertical 2 ft. 506 --- 14.0 --- --- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: F -I 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows, doors, and skylights certified as meeting leakage requirements. Lj 3. Component R -values & U -factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Ej 5. 'Other components have supporting documentation for proposed LI -Factors. 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Lj 8. Cargo doors and loading dock doors are weather sealed. Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 1 of 6 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq. ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. LI Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and prZssional jud t, such plans or specifications are in 5go2eiflTrice Mthh this Code. UQ -V1 h 1 Trti�t t 1 Z�j - Title Signature Date Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 2 of 6 6 COMcheck Software Version 3.9.2 8�( Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : North Fork Self Storage Construction Site: 50 Commerce Drive Cutchogue, NY 11935 Owner/Agent: North Fort Self Storage 50 Commerce Drive Cutchogue, NY 11935 631 734-2177 Section 2: Interior Lighting and Power Calculation Designer/Contractor: DiGiovanni and Assoc Architects 26 Preston Ave Sea Cliff, NY 11579 516 671-3624 Daa93@msn.com A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B x C) Warehouse 21449 0.8 17159 Office 1470 1 1470 Total Allowed Watts = 18629 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Warehouse (21449 sq.ft.) LED 1: Other. 3 8 78 624 Linear Fluorescent 1: 48" T8 32W: Electronic: 2 45 64 2880 Office (1470 sq.ft.) `» Linear Fluorescent 2: 48" T8 32W: Electronic: 2 16 64 1024 Total Proposed Watts = 4528 Section 4: Requirements Checklist . <.• �. e. Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 18629 4528 YES Controls, Switching, and Wiring: F-1 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. [-1 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: LJ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. LJ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 3 of 6 4. Independent controls for each space (switch/occupancy sensor). Exceptions: LJ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ri 5. Master switch at entry to hotel/motel guest room. r-1 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. F-1 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: Only one luminaire in space. An occupant -sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 10. Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. 11.Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: D Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Re uirements C ecklist. S 011 1 N - Title Signature Date Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 4 of 6 COMcheck Software Version 3.9.2 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : North Fork Self Storage Exterior Lighting Zone: 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 50 Commerce Drive North Forf Self Storage DiGiovanni and Assoc Architects Cutchogue, NY 11935 50 Commerce Drive 26 Preston Ave Cutchogue, NY 11935 Sea Cliff, NY 11579 631 734-2177 516 671-3624 Daa93@msn.com Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts / Unit (B x C) Parking area 20424 ft2 0.06 Yes 1225 780 Total Tradable Watts* = 1225 780 Total Allowed Watts = 1225 Total Allowed Supplemental Watts** = 600 * Wattage tradeoffs are only allowed between tradable areas/surfaces. ** A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Parking area (20424 ft2): Tradable Wattage LED 1: Other: 6 10 78 780., Total Tradable Proposed Watts = 780 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non -tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes. Controls, Switching, and Wiring: F1 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. ❑ 3. Lighting not designated for dusk -to -dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. i] 4. Lighting designated for dusk -to -dawn operation is controlled by an astronomical time switch or photosensor. F -i 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: Project Title: North Fork Self Storage M Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\cwmcheck 2014.cck Page 5 of 6 ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Reqirements Checklist. �AtDQMIV�t Na e - Title Signatu Date Project Title: North Fork Self Storage Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\comcheck 2014.cck Page 6 of 6 cREScheck Software Version 4.5.0 l�(J Compliance Certificate Project NFSS Caretakers Apartment Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,470 ft2 Glazing Area 15% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Commerence Drive North Fork Self Storage DiGiovanni and Associates Cutchogue, NY 50 Commerence Drive Architects Cutchogue, NY 26 Preston Ave 637 734-2177 Sea Cliff, NY 11579 516 671-3624 Daa93@msn.com Compliance: 46.9% Better Than Code Maximum UA: 145 Your UA: 77 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,470 38.0 40.0 0.014 21 Wall 1: Wood Frame, 16" D.C. Window 1: Wood Frame:Double Pane with Low -E 842 19.0 124 21.0 0.026 19 0.300 37 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 to comply with the mandatory requirements listed in the .;heck�n�eti Checklist. ��`y1►h'k l , I �� — Name - Title Signature Date Project Title: NFSS Caretakers Apartment Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\Caretakers Apt.rck Pagel of 1 cREScheck Software Version 4.5.0 l�(J Compliance Certificate Project NFSS Caretakers Apartment Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: 2010 New York Energy Conservation Suffolk County, New York Single-family New Construction 1,470 ft2 15% 4 (5750 HDD) Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,470 38.0 40.0 0.014 21 Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low -E 842 19.0 124 21.0 0.026 19 0.300 37 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio to comply with the mandatory requirements listed in thKRE"cl ,Schec I spection Checkl'st.OuON)YXINco- Name -Title Signature Date Project Title: NFSS Caretakers Apartment Report date: 01/29/14 Data filename: D:\Drawings\North Fork Self Stor\2013\New Storage Building\Caretakers Apt.rck Pagel of 1 ----------------- I nAttic, 5prinkler, Plan -T C- IAD. 2 1.-0.. r MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC -ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (FLUOROFLEX 1000 T-) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. ROOFING PANELS (FLUOROFLEX 2000 T-) - 0.019" MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM - DIE -FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K -STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4F2Fl 02/12 TYPICAL LUMBER SPECIFICATIONS - 2005 NDS . SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 2 SPF 1313 PSI 2x4 NO. 1 SYP 1850 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO. 2 SPF 1138 PSI 2x6 NO. 1 SYP 1650 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI 2x8 NO. 1 SYP 1500 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1300 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1250 PSI 2x12 2250f MSR SYP 2250 PSI 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x15" GLU-LAM 1650 PSI 5 1/4"x16 1/2" GLU-LAM 2400 PSI 5 1/4"x 19 1 /2" GLU-LAM 2400 PSI BUILDING DESIGN CRITERIA BUILDING CODE 2010 BCNYS USE GROUP R-3 ACCESSORY CONSTRUCTION TYPE VB FLOOR AREA 900 SQ FT MEAN ROOF HEIGHT 16 FT BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 ROOF SNOW LOAD* 13 PSF GROUND SNOW LOAD '20 PSF WIND SPEED (V3s) 120 MPH WIND IMPORTANCE FACTOR 0.87 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 MAXIMUM DESIGN ELEVATION 1000 FT MAIN WINDFORCE RESISTING SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) (MAXIMUM VALUE SHOWN) ZONE 1 E 16.2 PSF ZONE 2E -21.1 PSF ZONE 3E -14.4 PSF ZONE 4E -13.5 PSF ZONE 5E 13.4 PSF ZONE 6E -10.3 PSF ZONE 1 11.8 PSF ZONE 2 -14.7 PSF ZONE 3 -11.0 PSF ZONE 4 -10.1 PSF ZONE 5 9.8 PSF ZONE 6 -7.9 PSF COMPONENT & CLADDING WIND LOADS (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE ELEVATIONS) ZONE 1 11.5,-18.3 PSF ZONE 2 11.5,-31.8 PSF ZONE 3 11.5,47.0 PSF ZONE 4 20.0,-21.6 PSF ZONE 5 20.0,-26.7 PSF * ROOF SNOW LOAD�CALCULATIONS Ps = 0.7xCexIxlPgxCtxCs • Ce = SNOW EXPOSURE FACTOR = 1.0 = IMPORTANCE FACTOR = 0.8 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR = 0.94 Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94 = 12.63 PSF SHEET INDEX , SHEET# DESCRIPTION G1 OF G1 SPECIFICATIONS & SHEET INDEX Sl OF S8 COLUMN PLAN " S2 OF S8 TRUSS PLAN, END RAFTER CONNECTION DETAILS, AND TRUSS TIE DETAILS S3 OF S8 TRUSS DRAWING, PURIN LAYOUT, AND PURLIN DETAILS S4 OF S8 ELEVATIONS S5 OF S8 SIDEWALL SECTION, STILT ISOMETRIC, OHD HEADER SECTION, AND COLUMN SPLICE DETAIL S6 OF S8 ENDWALL SECTION AND SHEAR WALL DETAIL S7 OF S8 CUPOLA DETAILS AND WINDBOURNE DEBRIS DETAILS S8 OF S8 FASTENING SCHEDULE EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE 0.188 ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE 0.078 ACCELERATION (Si) SEISMIC DESIGN CATEGORY B BUILDING CATEGORY (TABLE 1604.5) I SITE CLASS D #B23 LIGHT FRAMED WALLS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL SEISMIC -RESISTING SYSTEM PANELS RATED FOR SHEAR RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR (TRANSVERSE) 500 LBS SEISMIC DESIGN BASE SHEAR 500 LBS (LONGITUDINAL) WIND DESIGN BASE SHEAR (TRANSVERSE) 7550 LBS WIND DESIGN BASE SHEAR (LONGITUDINAL) I - 6550 LBS E-!I,F C. i RAL DO N ', iTH 1.OF� HAS 6EEIN Ah'HOVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY Cot fir L' � WITH ALL CODES OF N CODES NEW YOF,K STATE & T� D T ONS OF AS REQUIRED AND C OWNZBA SOUTN�LDT SOUTNOLD TOWN pIANNIN SBOARD SOUiHOID TOV'JN TRUSTEE !P, AS NOTED DATE:B.P. # FEE. 6� BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATICN - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT In r,!4Pf?4rL'-:R 236 OF THE TOWN CODE. I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LIC D/REGISTERED PROFESSIONAL ENGINE 011 of - co •Qy RONALD L. SJJ JTTON, P.E. � 3� DATE: OG b' \tREG.# I OFFICE.• CUTCHOGUE, NY JOB NO. 128-018139 II N Q 0 U w m 0 z ua D O 0 U U cj) a_ %o cv a M Q. LU m O= Z a/ w V Z O CL Z L1 1 Lu 1 Z 1 1'4'rn ,. -0 l 0 �C. u .�;o F- � U_ J f- Z O O U 5E X O Zm O O 1 1 1 = N w a. N W 8 _l z Q z DRAWN BY.• BUSSMANN DA TE.* 6/7/2012 CHECKED BY.' J. SMITH DA TE.* 06/15/12 REVISED DATE. • ---- REVISED,DATE.• ---- REVISED DATE* --- REVISED DATE.• ---- SCALE.• AS NOTED SHEET NO. G1OFG1 COLUMN PLAN LEGEND ❑ - 3-2x6 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION (] - 3068 MB910 9 -LITE GLASS WITH CROSSBUCK WALKDOOR(S), OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET - (2) 4429 9 -LITE HAYFIELD SLIDING WINDOW(S) Q - (2) 10'-2" x 10'-1" OVERHEAD DOOR(S) (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL - 81 M COLUMN BASE ANCHORS RUN OHD HEADER THRU THIS BAY sQ - 7/16" OSB SHEARWALL LOCATION (SEE DETAILS SHEET S6 OF S8) 120 LF PERIMETER SEAL PACKAGE 16"R - 16" DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. CN CN C�l N I O 7 N�Y 07'-4 1/2" 7'-6" 7'-6" . 7-4 1/2" N V-0" VENTED SIDEWALL OVERHANGS l'-0" NON -VENTED ENDWALL OVERHANGS C? p�1 o I 0 0 0 0 2'-10 1 /2., N N ;o Zo C)" N 2'-10 1/2" COLUMN PLAN ROUGH OPENING SCHEDULE UNIT SYMBOL WIDTH FROM LEGEND HEIGHT j 37 3/4" 81" 1 52 114" 33 5/8" 29 -9 A A L r29.-9 16"R 16"R I16"R 16"R 16"R e S6 22'-4 1/2" < 16"R 16"R > 22'-4 1/2" �r 17'-10 1/2" 16"R 16"R - — - -v 17-10 1/2" - —�- I 0 0 I Zoo :�o 11'-10 1/2" 16"R 16"R > -}— - 11'-10 1/2" - —f - lC T 74 1/2" 16"R 16"R 47 7-4 1/2" - 04 �r I 16"R O 16"R H 16"R O 16"P 0'-0" 16"R %s 16"R 01-01, C C S5 S5 10'-0" 4'-0" 10'-0" C? p�1 o I 0 0 0 0 2'-10 1 /2., N N ;o Zo C)" N 2'-10 1/2" COLUMN PLAN ROUGH OPENING SCHEDULE UNIT SYMBOL WIDTH FROM LEGEND HEIGHT j 37 3/4" 81" 1 52 114" 33 5/8" 2' 8' SCALE: 1' 4' 16' OFFICE.• CUTCHOGUE, NY JOB NO. 128-018139 U ^^ . M %0rl N o. ^ 0 l� W m OZ W V Z O V Z W W Z Z (Lu` o .14 O}M* 1 Q MO o + .,u D ILiVV :] U Lo U_ J F— O H ZO U � a/ O X m zo CDa: C"o-> z uJ 2 N W ON W 8 J z DRAWN BY.• BUSSMANN DATE.6/7/2012 CHECKED BY.' J. SMITH DATE.' 06/15/12 REVISED DA TE., -- REVISED DA TE: ---- REVISED DATE.• ---- REVISED DA TE.- -Ej - v(o• 18. 12- SCALE. AS NOTED SHEET NO. S 1 OF S8 20d R.S. NAIL THR( STRAP IN (3) 1 1/2" R.S. NAILS THROUGH , (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE w r�r��ri�w I w i n.., u. n -- OVERHANG FRAME 2x6 OVERHANG NAILER G END BRACE STRAP /4" R.W. NAILS 2x4 TRUSS TIE TO ENDWALL DETAIL 60d R.S. NA (1) #yx I" IKU-GRIP SCREWS ON PEAK SIDE AND N (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 20 GA. GALVANIZED PURLIN CONNECTOR `— 30'- 2x8 (NO.1 SYP) END RAFTER ASSEMBLY (7) 20d R.S. NAILS DETAIL A SCALE: 1 1/2" = V-0" L 3-2x6 CORNER COLUMN 30'- 2x8 (NO.1 SYP) END RAFTER ASSEMBLY N o _ 7-4 1/2" � 7'-6" 7'-6" N 7-4 1/2" N TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND i - 30'3090 R.C. TRUSSES @ 7'-6" O.C. 2 - 30' END RAFTER ASSEMBLY 3 - 2x4 TRUSS TIES @ 3'-9" O.C. a - 2x6 DIAGONAL END BRACES @ 7'-6" O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 4-20d R.S. NAILS PER CONNECTION 2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL B SCALE: 1 1/2" = V-0" 2' 8' SCALE: 7, 4' 16' J�OFFICE.* CUTCHOGUE, NY JOB NO. 1 28-01 81 39 U N 0. �o a_ Lu m OZ a/ w Z O Z 1171,00 L1 1 1 1 1 Qk z 61Ef' Z W 'o O � 1,0 U U `o WW J Z 0 0 U � X O �J Q c�z W = ly W a Lu 8 _J _1 z Q DRAWN BY.' BUSSMANN DA TE. 6/7/2012 CHECKED BY' J. SMITH DA TE.* 06/15/12 REVISED DA TE.- ---- REVISED DATE. --- REVISED DATE.• -- REVISED DATE.• --- ��u�uwie .t' o1v V V k 44 A• • * •o Z. �•d s 06 . ((s . lZ SCALE. -AS NOTED SHEET NO. S20F S8 60d R.S. NAIL CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN 4" OF ENDS & 6" O.C., STAGGERED SECTION A -A SCALE: 1 1/2" = V-0" i 6-3-0 4 2x10 2x8 (1) #9xl" TRU-GRIP SCREW ON PEAK SIDE AND N (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1 1/2" = V-0" 3' WIDE (ZONE 2 & 3) 2x4 PURLINS @ 23" O.C. A 20 GA. GALVANIZED PURLIN CONNECTOR n 29-9-0 30' R.C. 3090 TRUSS SCALE: 1/2"= V-0" A 2x4 PURLIN © HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC -ES REPORT ESR -1078) 3' WIDE (ZONE 2 & 3) 0- INDICATES PURLINS TO BE FASTENED w/HEADLOK .19" x 6.0" FLATHEAD LAG SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL 30' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2" = V-0" TRUSS SPACING 7-6" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF (I ) pyx I" I KU -GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = V-0" 20 GA. GALVANIZED PURLIN CONNECTOR �11FFICE: CUTCHOGUE, NY JOB NO. 128-018139 VA All 0 U ^^ . M 1� %0 N O� U.1 m o= z gyp/ W z O Z L1 1 W Lu Z � o -•t �.p F- U_ J z O 0 O U � X O Z °° ,� O �f z LU l z N cz W QN W S .J z DRAWN BY.• BUSSMANN DA TE: 6/7/2012 CHECKED BY., J. SMITH DA TE. 06/15/12 REVISED DA TE: -- REVISED DATE: --- REVISED DA TE: ---- REVISED DA TE: -- � V * OCo. �� • (2 SCALE.AS NOTED SHEET NO. S3 OF S8 4E 3.0' WIDE (ZONE 2 & 3) Reference Corner MWFRS 3.0' WIDE (ZONES 2 & 3) 3.0' WIDE 24.0' WIDE (ZONE 4) (ZONE 5) (ZONE 3) (ZONE 2) (ZONE 3) L_ 3.0' WIDE (ZONE 5) 15-0" 15-0" 0 o O `n I O (Y) WEST ELEVATION (ZONE 3) (ZONE 2) (ZONE 3) O I o O 0 15'-6"`n 14'-6" C`7 4 1 24.0' WIDE (ZONE 4) 3.0' WIDE (ZONE 5) , NORTH ELEVATION 3.0' WIDE (ZONE 5) 3.0' WIDE (ZONE 2 & 3) 3.0' WIDE (ZONES 2 & 3) 24.0' WIDE (ZONE 4) 3.0' WIDE (ZONE 5) T# 16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM L3.0' WIDE (ZONE 5) 4'-0" 11 '-0" 15-0" 4 0 o 0 O (Y) VENT -A -RIDGE Q Q 5" O.G. GUTTERS HI -RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM 24.0' WIDE (ZONE 4) 3.0' WIDE 3.0' WIDE (ZONE 5) (ZONE 5) 14'-0" 8'-0" o O bo N _I MO �"/ SOUTH ELEVATION EAST ELEVATION 2' 8' SCALE: 7, 7. 16' �OFFICE- C TCHOGUE , NY JOB NO. 128-018139 Lo U M r%0 N 0% 0 n w m OZ f -j --,00w CZ O r ^ a V Z W z LLJ 'S u .> F— • n J F— z O 0 O U � 0/ o X O zm Q L1 1 2 0 N W w CL 0 N W 8 zQZ DRAWNBY.• BUSSMANN DA TE,* 6/7/2012 CHECKED BY.* J. SMITH DA TE.* 06/15/12 REVISED DATE.' ---- REVISED DA TE.- ---- REVISED DA TE.- -- REVISED DA TE. --- pd' pF N E ley p�`�i y'<��,G• p L. SCG ro'p� 'O10. SCALE. • AS NOTED SHEET NO. S40F S8 0 FLUOROFLEXTm 2000 HI -RIB STEEL @s 2x4 PURLINS @ 23"' O.C. — (NO. 2 SPF) 2x4 BEV. PURLIN WIRE MESH —� FILLER STRIP 2x6 BEV. FASCIA 5" O.G. GUTTERS T#144 & 146 FASCIA TRIM @ 0 SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER Qi (2) 1/2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS Q FLUOROFLEXTM 1000 HI -RIB STEEL 12'-0" GRADE TO HEEL 4'-0" H EADLOK .19" x 6.0" 6 FLATHEAD LAG SCREW 30' 3090 R.C. TRUSS TRUSS IN COLUMN SADDLE LAMINATED COLUMN (3) ROWS 2x4 NAILERS (2100 MSR SPF) is 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING FILLER AT COLUMN LOCATION STRIP T# 167 TRANSITION TRIM 2x6 NOTCHED NAILER >> FLUOROFLEX 1000 HI -RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER iQ T# 167 BASE TRIM r P/: (1) ROW 2x8 TREATED SPLASHBOARD J 18" LOWEST 4" CONCRETE FLOOR* MEMBER CUT-OFF IF FINISH GRADE ----='' ' 81M BASE ANCHOR QQ 4" MINIMUM COMPACTED GRANULAR BASE 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION A SCALE: 1/2" = V-0" 3-2x6 LAMINATED COLUMN 22 NAILS 18 NAILS 40 1 NAILS TOTAL INTERIOR EXTERIOR NAIL KEY 0 0.148" x 4" (20d) NAILS • 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2" = V-0" ;TAINLESS STEEL PER STRAP ....�.,MN 81M BASE ANCHOR FASTENING DETAIL SCALE: 1 1/2" = V-0" (2) 1/2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS (3) 2x6 STUB COLUMN FILLER STRIP 2x6 BLOCK T#124 T#129 2x2 BLOCK T#151 T#154 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) (3) 2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) r O O 0 30' 3090 R.C. TRUSS 2x10 HEADER (NO. 1 SYP) 2-2x12 HEADERS (NO. 1 SYP) O.H.D. ALUMASEAL T#152 10'-3" GRADE TO BOTTOM OF 2x6 BLOCK OHD HEADER SECTION C SCALE: 1" = V-0" STILT ISOMETRIC HEADER NAILING SCHEDULE HEADER MEMBER STUB COLUMN JAMB COLUMN EA. 2x12 8 8 2x10 6 6 NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. 3-2x6 LAMINATED COLUMN 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3) .148" O x 2" STAINLESS NAILS. (12 TOTAL NAILS PER COLUMN) 14 GA. CHANNEL WITH 1/4" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGERED HOLE. 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. OFFICE: CUTCHOGUE, NY JOB NO. 1 28-01 81 39 prA N QI ry O U uim O Iry Z Lu O U M U o U Q_ %0 N a o Q. Lu m O= Z r -t/ w Z O IL Z w w Z .y O F— o U_ F— O 0 U ri/ o X O O 0 w z w w EL N Lu 8 _1 z Z DRAWN BY.BUSSMANN DA TE: 6/7/2012 CHECKED BY. J. SMITH DATE.' 06/15/12 REVISED DA TE. -- REVISED DATE. • ---- REVISED DATE.' ---- REVISED DA TE. -- y�oFNEW !N O `D 11� 3 I l SCALE. • AS NOTED SHEET NO. S50F S8 GABLE T#16 HI-RIB/SC Q 30'- 2xF END RA FLUOROFLEXTm 101 AD[ — , r%/TM nnnn IJI No CTCCI (4) 0.135" x 2 114" R.W. NAILS OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1/2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS 30' 3090 R.C. TRUSS 16"0 ADDITIONAL READY -MIX TO TOP OF 218M STILT (9•'±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1/2" = l'-0" 2x6 OVERHANG NAILER 7/16" OSB 2x4 NAILERS EXTRA NAILERS ADDED - BETWEEN STD. NAILERS (MAX. SPACE TO BE 24") T 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d GUN NAILS. NAILED 3" O.C. LAMINATED COLUMN 2x4 NAILERS 7/16" OSB LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1/2" = V-0" 11 — — —— — — — — — — — — — — — — — r -I — — — — — — — — — — — — — — — — - - — _ - —— - - — — - - —' — — — — — I - -`-------.--------.—: 7 7 -•—•— —•— - - —•— —•— 1 - -1 — — — — — — — — — — — — — — — — — — 7/16" OSB SHEARWALL ELEVATION SCALE: 1/2" = V-0" 2x6 VERTICAL BLOCKS Q COLUMN BETWEEN NAILERS PERIMETER OF OSB SHEETS 0 NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 3" O.C. OSB NAILED TO INTERMEDIATE 0 SUPPORTS W/1-3/4" RING SHANK COIL GUN NAILS SPACED 6" O.C. LAMINATED COLUMN 5/4x6 NAILER (IF PROTECTIVE LINER IS INCLUDED) 2x8 TREATED BASEBOARD OFFICE.• CUTCHOGUE, NY JOB NO. 1 28-01 81 39 p 77) DRAWN BY.' BUSSMANN DATE.' 6/7/2012 CHECKED BY: J. SMITH DA TE: 06/15/12 REVISED DA TE. -- REVISED DA TE. -- REVISED DATE: ---- REVISED DATE.' CSC -ALE.- AS NOTED SHEET NO. S 6 OF S8 , ROOF @ ....................................................................................................... J 6......................................................................................................... UPOLA SIDE /... ........................ .............................................................................. � FRAME .........................................................................................................`� UPOLA BASE FRAME 6l......................................................................................................... J T# 167 I ....../—! ...................................................................................................� 3/4" OSB CUPOLA SUPPORT© 2X4 BEVELED BASE BLOCK@ ............................................................................................ 2x4 CUPOLA BLOCKS �39Q FRAMING CLIP@ CUPOLABASE TRIM1 FLUOROFLEX 1000 HEIGHT OF WINDOW #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2"x4" ROUGH FRAMING. PRE -DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B. SHEATHING IS 1„ TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. WIDTH OF WINDOW; +1.. HEAD FLASHING 7/16” OSB PANEL FINNED WINDOW SILL FLASHING NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. FIN WINDOW SECTION WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW 7/16" OSB PANEL #8 x 3 1/2" WOOD SCREWS @ 10" O.C. FINNED WINDOW WINDOW JAMB FLASHING 2"x4" ROUGH FRAMING FIN WINDOW JAMB DETAIL FIRST ROW 2x4 PURLINS PEAK PURLIN 11 CENTERLINE OF CUPOLA 6" 6" i i I I ®2x4 CUPOL) CUPOLA FRAMING DETAIL SCALE: 1" = l'-0" 3'6 x 3'6 Cupola Non -Functional (2x4 Purlins) TRUSS \MING CLIP KS #8x3 1/2" WOOD SCREWS @ 10" O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE -DRILL HOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. r— HEAD FLASHING "^ '1 1// WOOD SCREWS SPACED OWN ABOVE TO AVOID DOOR LLATION SCREWS /16" OSB PANEL )R JAMB ROUGH FRAMING WALK DOOR JAMB DETAIL OSB PANEL 1S 1" WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WINDBOURNE DEBRIS PROTECTION - WALK DOOR HEAD FLASHING 7/16" OSB PANE DOOR SLAB WALK DOOR SECTION 0 MC E.'UTCHOGUE, NY JOB NO. 128-018139 Z Lu 0 U U DRAWNBY.' BUSSMANN DATE.6/7/2012 CHECKED BY: J. SMITH DATE.' 06/15/12 REVISED DATE.' --- REVISED DATE.' -- REVISED DATE.• ---- REVISED DATE.• -- OG- l6 SCALE.' AS NOTED SHEET NO. S70F S8 ROOF STRUCTURE FASTENING SCHEDULE U O VENT -A -RIDGE TO BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c. Q RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) QQ HI -RIB STEEL TO 2X4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) ® 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS Qs 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE © 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19'x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE (D 30' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2" x 5 1/2" M.BOLTS & (4) 0.177'x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE U ® COLUMN STILT (14 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS OO 81 M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR OK 0 2X8 SPLASHBOARD TO COLUMN X 4'(20d) RING SHANK GALVANIZEDa 77 X 4" (20d) RING SHANK GALVANIZED NAILS TANDARD CONNECTION >> 2x6 NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (1 6d) NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) NAILS @ STANDARD CONNECTION Q 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1-1 /4" ASBESTOS SIDING NAILS 13 2x4 NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION 14 END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (4) 0.177" x 4" (20d) RING SHANK NAILS 0 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE (VERIFY LOCATION) 16 HI -RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 3 SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE �s 7/16" OSB SHEARWALL - Q OSB TO PERIMETER BLOCKS/ FRAMING ' 0.113" xl-3/4" RING SHANK COIL NAILS @ 3" o.c. ® OSB TO INTERMEDIATE FRAMING 0.113" xl-3/4" RING SHANK COIL NAILS @ 6" o.c. 0 BLOCKS TO COLUMNS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3" o.c. (SCREWED ROOF STEEL CUPOLA FASTENING) U ® CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS ® CUPOLA ROOF TO CUPOLA SIDES PRE -FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS OK 0 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL ® CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS @ 6" o.c. ® OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2" (16d) RING SHANK NAILS @ 8" o.c. ® TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4" x 4-1/2" LAG SCREW W/ 114" FLAT WASHER AT EVERY HI -RIB (1'-0" o.c.) ® 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1/2" RING SHANK NAILS CD FRAMING CLIPS TO PURLINS (2) 0.135" x 1-1 /2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1 /2" RING SHANK NAILS IN TOP OF PURLIN PRE -MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135" x 1-1 /2" RING SHANK NAILS PRE -MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS . 1 OFFICE.• CUTCHOGUE, NY JOB NO. 128-018139 j ii DRAWN BY.• BUSSMANN DA TE: 6/7/2012 CHECKED BY., J. SMITH DATE.' 06/15/12 REVISED DATE. • -- REVISED DATE. ---- REVISED DATE. ---- REVISED DA TE: ---- -of NEF;;js_ r 0 _j SCALE.AS NOTED SHEET NO. S80F S8 U SO SO N OK 0 Lu m O= z Lu z CD O V CL Z I L1 1 L1 1 Z z Ld V o �'- .0 O u U =D 12 J O i _0 X Z m a CL 1 LU = N Lu 0 h W 8 � Z Q I DRAWN BY.• BUSSMANN DA TE: 6/7/2012 CHECKED BY., J. SMITH DATE.' 06/15/12 REVISED DATE. • -- REVISED DATE. ---- REVISED DATE. ---- REVISED DA TE: ---- -of NEF;;js_ r 0 _j SCALE.AS NOTED SHEET NO. S80F S8 i 6" REINFORCED Suffolk County Department of Health Services EXPANSION JOINTS CONCRETE APRON 1 1/2- w/ s"xs" s/s NwM Approval for Construction -Other Than Single Family : Pd renceNo.(-10-0•�-1001 Desiganow v` 4-0 " l DRIVEWAY 12" PAVED The a plana have been reviewed for general ormance with Suffolk 20-6' 1 I I Cou ity Department of Health Services standards, relating to water 1 sup Illy and sewage disposal. Regardless of any omissions, SECTION A -A into isistencies or lack of detail, construction is required to be in A act ante with the attached permit conditions and applicable star lards, unless specifically waived by the Department. This approval WIDTH OF PAVEMENT expi s S years from the approv date unless extended renewed. RL 26 EXPANSION JOINT nnr Al Date Reviewer CONTRACTION JOINT'' 1 EXPANSION JOIN T MIN. WI TH 24' MIN. WIDTH 30' r PLAN A C:-U11(_1'iC lC AI1:011 UL. NOT TO SCALE DEPARTMENT APPROVAL 15-0" (FIRE GATES) 16'-0" (ENTRY GATES) DOUBLE SWING GATE CORPORATE ROAD SPECIAL PARAGRAPH FOR MINI -STORAGE FACILITY 00• WHEREAS, THE APPLICANT IS DESIROUS OF CONSTRUCTING A g•'10 COMMERCIAL BUILDING TO BE OCCUPIED AS A MINI -STORAGE off' O FACILITY OF 30.837 SQ. FT., SUCH FACILITY WILL BE USED FOR THE STORAGE OF GOODS ONLY AND SPACE WILL NOT BE I UTILIZED BY ANY EMPLOYEE OR PERSON EXCEPT FOR PLACEMENT I AND REMOVAL OF THE STORED GOODS. THE MINI -STORAGE SPACE SHALL NOT BE USED FOR ANY OTHER PURPOSE. THE MINI -STORAGE FACILITY SHALL NOT CONTAIN A WATER SUPPLY OR A SANITARY SYSTEM (EXCEPT TO SERVE A MANAGERS'S OFFICE OF 1.128 SQ. FT. AND/OR CARETAKER'S APARTMENT OF 1.479 SQ. FT., ETC.,) THE MINI -STORAGE SPACE SHALL BE HEATED ONLY TO THE EXTENT NECESSARY FOR THE PRESERVATION OF STORED GOODS OR PROPERTY. SHOULD THE APPLICANT DESIRE TO CHANGE THE USE OF THIS CE APPLICATION SHALL BE FIRST MADE TO THE T EL 41.0 I FACHING POOL REQ. SIDE WALL - 367.68 G.P.D. + 1.5 G.P.O./SOF. 245.12 S.F. t 6. FE POOLS SAME 7 SPACES TOPSOIL 1000-096-01-0 DRAWN BY: GB/KAK HEAVY u FIRE DISTRICT LOAM(OH) FT. EFFECTIVE DEPTH REQUIRED 245.12 S.F. •f- 25 S,F./V.F• - 9.8 V.F. PARKING SPACES PROVIDED = 5/14/09 CONSULTING PROFESSIONAL: SYSTEM No. - PAVT. AREA = 8400 S.F. x 100% x 2/12 - 1400 cu. FT. D � r Z CAP. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH D w LAO'' SAND do LOADING AREAS PROVIDED = 26 , aZ `D GRAVEL i iceA J (SP) TOTAL PARKING PROVIDED o T.H. DATA } r / J �> TOTAL SPACES PROVIDED = 33 O •% SHEET: 1 OF 1 ROOF ARE A = 1758 S.F. x 100% x SITE RESTRICTED SPA N STANDARDS AT _j { DEPARTMENT FOR APPROVAL UNDER CURRENT DESIG THE TIME OF APPLICATION PRIOR TO TAKING OCCUPANCY OF THE1 n n NO GROUNDWATER ENCOUNTERED RESTRICTED SPACE. THE MAXIMUM PERMISSIBLE DAILY SEWAGE TESTHOLE #2 DISCHARGE FOR THE SITE SHALL NOT EXCEED 650 G.P.D. o A o , COmo• J rn •� 1 ' "EST HOLE AS SHOWN ON MAP OF I OPS 11ORTH FORK INDUSTRIAL PARK AS FILED 1/27/2005 FILE x{11215 U, i u5 of IL MAO NLJU r1wrUoLU H5 H �6US COMPANY IN 2005 AND DRAINAGE WAS INSTALLED AS PROPOSED / F 0 �, KEY MAP O� ENC• p o ,\ SC/'LE: 1" - 600' 06� 0 I I I I o i REMOVE EXIST. SEE PLAN IFOR +* �C• w (_ASPHALT DRIVE GATE STOP) / 'v, 0.1N `L� APPROPRIATE II I I // - ��s Op• `Gi JaP FINAL GRADE CASTING + WHERE -APPLICAB ETE R CHAIN LINK FENCE GATE +,� / Pte,e1�NG v •5� S\GN - �0 U / ..N10E 6 CONCRETE BRICK WITH MORTAR 1 2 P.C. MORTAR do {-� ��/ \N3 �q� - �l x I PROP. CONC. #5 BARS ®6" EACH WAY X47 2) CURBS i +,� �N ,� X39• !s C No 6" PVC ROOF DRAIN {mss �e \ / �4A1 > 427 o • ! SEE PLAN k STRUCTURE +„J dJ \ ' / r 0' Sr N -� f i 12" ADS SCHEDULE FOR MORE INFO. 9' N-12 o t N°' 1 �Q'�•97 * z •b REMOVE dt v SYST. 0.10 n + LO LEAKED) a ' • p. RELOCATE D.W. ,s NT - c 1 !;w EXIST. D.W. 39.7) - o .� :: • N .I (VADA 1 / • • FY �'�2�i .� v+ Un �'' \ STORM .6 °� / Q'� �' F Z `DRAIN 30-0" WIDE SAND do GRAVEL / •REMOVE I dCOLLAR ALL AROUND RELOCATE 40.6 \ _ nD. I / 1 �\ G1\Y'• �� , 53.E ..� t �nf •► •1 I .iL Uj I. I - 4" j .P:• I � / ENCS/ y� \ A� 9 0 �1V0.4 � 1 u Q v jr �� G�� • tt )Lnk . NK f SYST,No.1 DX EL e - P (43.2) 1 s �� v� m �.. \�5� �,�` ��an �,.� ,1° j s E: SRA �E° CALCS: �• � �c0'C�r,J'�C� GROUNDWATER N �. + ..' . .• � \`� P;�k`' 1 j'�0�� `� * ? � ,1 . • •L •• / S� \0�• �• 4 C• N�� 2O. "� gl / s. SYST.No.2/ DING PREA� �, ` �, 1 f �3• �G f ., �� `. 'L2��, N DRYWELL / a9 1 • g i 9 \ ° 1.01 - 9 5'Z• Ort °, D.W. EL �0 " V "I►' (43.2) + P' �. 1 �� 15.E 5a,V��\`�•�p�� .,•r I �� 1-1/2", 1-1/2 ASPHALT 77 71� Co I 90 09 / / REMOVE / _ I , _ _ _. _� -- _... - l 0.3 • / / _ EXIST. Q.W. _ cal . - ,.,--" �- =- "`.'-"""` `- - *° 3 ° a . �+ 9 - -- - -- - - - - P As s� n 4 e °BINDER COURSE° ° . 4 RCA BAS COURSE +,. M1N� +,Os i `p / SYST.No.9 Q�°� +��°� *. D.W. EL , I W ----- } `ROP• �0 9 F fE1,• � �y3-0� Ql � • (43,2) 6Q N/ STABILIZED, COMPACTED SOIL gam, �. , - 5'��• ` PROPOSED PLANTING TYPICAL SECTION -ASPHALT PAVEMENT \ ? I SYMBOL COMMON NAME BOTANICAL NAME QUANTITY TC 41.74 / \ EXIST. �_��q• R * 0 1 EASTERN WHITE PINE (PINUS STROBUS) 15 CRADE REMOVE \ /a�PS �� li' ? , -'" EXIST. D.W. 'D .,� 1, PARKING FINAL O Ql •el 3 SO) m HIGHBUSH BLUEBERRY (VACCINIUM CERYMBOSUM) 16 '- " ' GRADE REMOVE I \ EXIST. D.W.-S SYST.N . • i ��" mel Q G GRATE ,� G f7 P� \ Q � S°J 0.6( .( •� ' \ ,D.W. EL ✓ 0 (43.2) " .6 s� 16 DfiR AI N AGE CALCULATIONS �I STEM N o. 1 PAVT. AREA = 1585 S.F. x 100% x 2/12 = 264 CU. FT. GRASS AREA = 253 S.F. x 10% x 2/12 = 4 CU. FT. ROOF AREA = 1205 S.F. x 100% x 2/12 = 201 CU. FT. TOTAL REQ. CAP. = 469 CU. FT. USE. 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. SY; EM No. 2 PAVT. AREA = 1585 S.F. x 100% x 2/12 = 264 CU. FT. GRASS AREA = 253 S.F. x 10% x 2/12 = 4 CU. FT. ROOF, AREA - 1710 S.F. x 100% x 2/12 285 CU, FT. TOTAL REQ. CAP. = 553 CU. FT. USE 1-8' DIA. 14 V.FT. - 591 CU. FT. ACT. CAP. ;,TEM No. _3 • PAVT. AREA = 1585 S.F. x 100% x 2/12 = 264 CU. FT. GRASS AREA = 253 S.F. x 10% x 2/12 = 4 CU. FT. ROOF AREA = 2320 S.F. x 100% x 2/12 = 387 CU. FT., • TOIAL REQ. CAP. = 655 CU. FT. _ USE 1-10' DIA. 10 V.FT. = 684 CU. FT. ACT. CAP. SY'TEM No. 4 . PAVT. AREA 2000 S.F. x 100% x 2/12 = 333 CU. FT. ROOF AREA - 3225 S.F. x 100% x 2/12 = 54 CU. FT, TOTAL REQ. CAP. = 387 CU. FT. USE' 1-8' DIA. 10 V.FT. = 422 CU. FT. ACT. CAP. SYSTEM No. 5 PAVT. AREA = 2356 S.F. x 100% x 2/12 = 393 CU. FT. .GRASS AREA = 5080 S.F. x 10% x 2/12 = 85 CU. FT. TOTAL REQ. CAP. - 478 CU. FT. US(:;1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. YSTEM No. 6 PA`(� AREA = 1345 S.F. x 100% x 2/12 = 224 CU. FT. GRASS AREA = 212 S.F. x 10% x 2/12 = 4 CU. FT. TAIL AA 00 00% x 2/12 = 250 CU. FT. TOTAL RE CAP.4 8 CU USE 1-8' DIA. 11 V-1-1. = OU/ uu. r i. rev,. vr., o� SYST.No. . Q,W1 EL . 1 ��NG (�'� N° rL �� (� INKBERRY (ILEX GLAE1f�A "COMPACTA") 1 r' •_ , a' • • (43.2) ADJACENT +� 6 G�,P\t� 1yP i r�� ;, - . • ' rPAVEMENT Pit t 4'�I CJPC ( 7 LOADING AREAS (•� e' 7" 6MVO REPLACE CURB DETAIL ROLLE ASPH. CURB DETAIL 1 O ® 1 ® ® AI LINK FENCE m LEGEND MEET® 1 ®1 1 ® I HEREBY CERTIFY THAT THE WATER SUPPLY(S) / PATH OF 13RADE O CA 1 ® 1 ® G DISPOSAL SYSTEMS FOR THIS / I OVERHANG NO ES THAT HAVE �'� _ �� 1 ® 1 ® PROPOSED LANDSCAPING AND/OR SEWAGE SYSTEM(S) / TRE ,� , _ - Q ® ® 1 PROJECT WERE 'DESIGNED BY ME OR UNDER MY PATH OF BEEN REMOVED FROM - -- - THE 50 FOOT BUFFER AREA TO BE REGRADED � ® 1O 'W' PROPOSED WALL LIGHTS DIRECTION. BASED UPON A CAREFUL AND LEFT FRONT AREA WLL BE REPLANTED AND REVEGETATED SO,� %71R\ -o-� PROPOSED SIGNS THOROUGH STUDY OF THE SOIL, SITE AND y �F--- WITH MATURE TREES BACK TO NATURAL BUFFER BUFFER . �; �� \� GROUNDWATER CONDF ON ALL LOTS, AS I PROPOSED CON C. FILLED BOLLARD PROPOSED CON QMH ESUFFOLK COUNTY \\ BUFFER REVEGETATION I T 0 EXIST. CONC. FILLED BOLLARD PARTMENT� 1iT CES CONSTRUCTION SANITARY CALCULATIONS ESTIMATE OF QUANTITIES G. P. ST DARD ECT. Ails DATE. ? I SANITA COBBLESTONE CURBING NONE �T PROP. TRANSFORMER PAD 't% �h"jy,1•K,� `� �f)• u q / l � /Nc MSN •`�' Rqo� 1 11 nESI�N Flow 1 I _ US - I- LL AREA OF SITE 1.0828 ACRES CONCRETE CURBING NONE ARTICLE 6 ZONE DESIGNATION = IV ASPHALT PAVING 22,723 SQ. FT. �D PROP. DUMPSTER SIGNED \ BER�� ALLOWABLE FLOW PER ACRE = 600 G.P.D. WALKS 356 S.F. ^ PATH OF DENSITY - 1.0828 AC'S x 600 G.P.D. - 650 G.P.D. TOTAL ALLOWABLE .�.�� RIGHT REAR FENCING SEE LIN. FT. PRELIMINARY SIT FL!%�� WHEEL DRYWELLS SEE DRAINAGE CALCS. 6 DESIGN FLOW A OFFICE SPACE 1128 ROOM x PT. 7 SOF.. 67.68 G.P.D. PARKING REQUIREMENTS 3 BEDROOM APT. 1479 S.F. = 300 G.P.D. NORTH FORK SELF STORAGE # 6 5' 28' TURNING RADIUS DETAIL ' TOTAL REQ. CAP. - 367.68 G.P.D. OFFICE SPACE = 1128 S.F. _ 100 = 11 SPACES SITUATED AT N.T.S. SEPTIC TANK REQ. CAP. = 367.68 G.P.D. x 2 DAY FLOW = 735.36 G.P.D. WATCHMANS QUARTERS = 1 SPACE REQUIRED'CUTCHOGUE PROVIDE 1-8' DA. 4' LIQUID DEPTH - 1200 GAL. CAP. MINI STORAGE SPACE(INCL. BASMT.) = 30,837 S.F. -- 1000 = 3- SPAS. TOTAL SPACES REQURED = 4.5 SPACES TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 7 PAVT. AREA - 1345 S.F. x 100% x 2/12 - 224 CU. AREA = 212 S.F. x 10% x 2/12 - 4 CU. FT. FT. I FACHING POOL REQ. SIDE WALL - 367.68 G.P.D. + 1.5 G.P.O./SOF. 245.12 S.F. ' 6. FE POOLS SAME 7 SPACES S.C.T.M. 1000-096-01-0 DRAWN BY: GB/KAK 10 FIRE DISTRICT GRASS ROOF AREA = 1424 S.F. x 100% x 2/12 - 237 CU. FT. EFFECTIVE DEPTH REQUIRED 245.12 S.F. •f- 25 S,F./V.F• - 9.8 V.F. PARKING SPACES PROVIDED = 5/14/09 CONSULTING PROFESSIONAL: SYSTEM No. - PAVT. AREA = 8400 S.F. x 100% x 2/12 - 1400 cu. FT. TOTAL REQ. CAP. = 465 CU. FT. ACT. CAP. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH ( 5 }� ' r r'` I DATE: OCTOBER 2008 LOADING AREAS PROVIDED = 26 S_ ROBERT MILLER. AIA CHECKED BY: KHB OCT 0 5 2009 USE EXISTING 10' DIA. 12 V.FT. = 821 CU. FT. TOTAL PARKING PROVIDED SITE DATA } r / TOTAL SPACES PROVIDED = 33 SPACES SHEET: 1 OF 1 ROOF ARE A = 1758 S.F. x 100% x EXISTING ZONNG � LI � �' '' '-.�,•!-:• -, _ DRAWING: B61 6564 ✓� NOTES. No. 608-11809 f TOTAL REQ. CAP. = 1726 CU. FT. 1814 MIDDLE COUNTRY ROAD SERVICES SYSTEM No, 8 PAVT. AREA = 1345 S.F. x 100% x 2/12 = 224 CU. S.F. 10% 2/12 = 4 CU. FT. FT. AREA OF SITE FLOOR AREA OF BUILDINGS INCL. OFFICE & APT. 47,166 S.F. 11,758 S.F. THIS PROPERTY ALSO KNOWN AS LOT 2 ON ,� SUITE D RIDGE, N.Y. 11961 USE SUFE. CO. HEALTH OFFICE OF WASTEWATER MGT. 1• GRASS AREA = 212 x x ROOF AREA = 1156 S.F. x 100% x 2/12 = 193 CU. FT. . TOTAL AREA OF BLDGS INCL. BASMT., OFFICE & APT, 33,795 S.F. MAP OF NORTH FORK INDUSTRIAL PARK. TOTAL REQ. CAP. = 421 CU. FT. PERCENT OF LOT OCCUPANCY 24.9% 2. THERE SHALL BE NO ACCESS TO DEPOT LAN!_. PREPARED BY: PREPARED FOR: USE 1-8' DIA. 4 V.FT. = 169 CU. FT. ACT. CAP. 525 CU. FT. AREA OF LANDSCAPING 3,827 S.F. OR 7 3. MINI STORAGE BUILDINGS DO NOT CONTAIN KENNETH H. BECKMAN, L.S. 115 COMMERCE DRIVE LLC PLUS SURPLUS FROM SYSTEM 7 = AREA OF BUFFERS 17.6 8,324 S.F. OR 17.6% POTABLE WATER OR SANITARY FACILITIES. SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE SYSTEM No•_9_ PAVT. AREA = 1345 S.F. x 100% x 2/12 = 224 CU. FT. TOTAL CLEARED AREA AFTER REVEGETATION 38,842 S.F. 22,723 S.F. OR 48.2% 4• THERE ARE NO WELLS WITHIN 150' OF SYSTEM. 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. GRASS AREA - 212 S.F. x 10% x 2/12 - 4 CU. FT. 100% 2/12 = 152 Cu. FT. AREA OF PACING SCHOOL DIST°ICT MATTITUCK 5. PROPOSED SANITARY ALL SITE LIGHTING TO BE TURNED OFF BY I-; SUITE D ROOF AREA = 914 S.F. x x TOTAL REQ. CAP. = 380 cu. FT. POSTAL DISTF!CT CUTCHOGUE 10 PM DAILY THAc �`�'j`�-- ' ._ EXISTINGn-' "c) RIDGE, N.Y. '11961 USE 1-8' DIA. 10 V.FT. = 442 CU. FT. ACT. CAP. WATER DISTRICT S. C.W.A. 6. FE POOLS SAME SIZE & EFFECTIVE DEP ��SR'; /'� `=Y`i } SCALE: 1 =20 REVISIONS: DRAWN BY: GB/KAK 10 FIRE DISTRICT CUTCHOGUE ' _ �' REV. 5/14/09 SYSTEM No. - PAVT. AREA = 8400 S.F. x 100% x 2/12 - 1400 cu. FT. TOTAL PARKING REQUIRED 43 SPACES OWNER: MARTY KOSMYNKA ( 5 }� ' r r'` I DATE: OCTOBER 2008 REV. REV. 7/8/09 809-12060 8/21/09 B09-12060 CHECKED BY: KHB GRASS AREA = 2000 S.F. x 10% x 2/12 = 2/12 = 33 CU. FT. 293 CU. FT. TOTAL PARKING PROVIDED 33 SPACES P.O. BOX 1270 } r / SHEET: 1 OF 1 ROOF ARE A = 1758 S.F. x 100% x EXISTING ZONNG � LI � �' '' '-.�,•!-:• -, _ DRAWING: B61 6564 JOB No. 608-11809 TOTAL REQ. CAP. = 1726 CU. FT. MINI STORAGE CUTCHOGUE, N.Y. "cr z EXISTING 10' DIA 12 V FT = 2463 CU. FT. ACT. CAP. USE 61�110' 9�F SITE pp0 O Oho, KEY MAP SCALE: 1" = 600' SUFFOLK COUNTY DEPIARTMENT of HMTH SERVICES APPROVAL OF CONSTRUCTED WORKS Date K'C 2 2 2014 H. .1., NO -C 10 - b 001 y The -amlN, diepes.t 4- supplyfaerfft f Iow nn t~;f w,: zn irg3Wed andler cert�s� �` bey : s;1:t or other agendas and fmmd to be satisfactory. 'emeJ �,__ Wafter J. Hi bK . Office of Wastewater Management CORPORATE ROAD � po ,ti off° � 1 v n yn CERTIFIED TO: 44 Or NEiv yo CD H. gFc 9� a W V N i� Q THE EXIS&CtW OF WAY AND/OR EASE7NE/V75 OF RECORD /F ANY, NOT SHOWN ARE NOT O GUARANTEED. ^ UNAUTHORIZED AL7ERA770N OR ADDITION W TO THIS SURVEY IS A V/OLA77ON OF Q SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE r*1 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UTFON LISTED HEREON, AND -N 70 THE ASSIGNEES OF THE LENDING INS7I- TU770N, GUARANTEES ARE NOT TRANSFERABLE. OD QC r DEC262014 ASBUILT SURVEY BLDG DEPT. TOWN OF SOUTHOLD LOT N o. 2 MAP OF NORTH FORK INDUSTRIAL PARK FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT CUTCHOGUE� SOUTHOLD REC; EIV SUFFOLK COUNTY��q NEW YORK q co DWG. No. BB1-6564 Qi,._. -__- .... -•.. SUFFOLK COUNTY TAX MAP C DIST. 1000 SECT. 096 BLOCK 01 LOT 1.2 I s FINAL SURVEY 11/12/2014 B14-16333 ADD DRAINAGE & WALL 5/30/2014 B14-15985 ADD WATER & SANITARY LOCATIONS 5/20/2014 FOUNDATION LOCATION 4/15/2014 B14-15863 SCALE: 1" = 20' DATE: OCT. 01, 2008 JOB No. 808-11742 Surveying and Land Planning 1814 Middle Country Road Suite D Ridge, N.Y. 11961 (613) 345-9427 FAX (631) 345-9429 SGP O CO SITE G4 �p0 O�� FA PCO 0;1 G KEY MAP SCALE: 1" - 600' pr 1At-W yo CO THE EX/ST?N 159�wIaG4 %5�bF WAY AND/OR EASEMENTS -OF RECORD 11" ANY, NOT SHOW ARE NOT GUARANTEED. UNAUTHORIZED AL7ERA77ON OR ADD17ION 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. W N N Z Q J 0 W a COPIES OF 7HIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR OHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF 70 THE 771LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LIS7ED HEREON, AND 3 Til 7HE ASSIGNEES OF 7HE LENDING INS77- 77J770N, GUARAN7EES ARE NOT TRANSFERABLE: 0 !) oCK)M Z ASBUILT SURVEY LOT No. 2 MAP OF NORTH FORK INDUSTRIAL PARK FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT CUTCHOGUE D E_i r�` 0_W E SOUTHOLD I! JAN 15 2015 SUFFOLK COUN NEW YORK BLDG DEFT. DWG. No. BBl-6564 TOW*.': OF SGUTKLD REBAR & CAP m' 0 CORPORATE ROAD 0 0 azto W J O O • I 0 w ;0 0 Ln 0 CC ! r j 6 RED CEDARS REBAR r 10' HT. FN�N & CAP P 0 to O.6 000 LOT No. 1 REo) LEA CANT 38 RED CEDARS .p (vA 48" HT. 70 G� RAISED ��• Q I CONC. RE PAD cRv L.P. C • pSs s :::: • • o S.T. 33RED CEDARS PGGES o O L.P. Q z o OR o 48,E H T. EL. 40.41 KEYp AC RE CA 0 BOLLARD ^) N � I SpNP� 10' DIA. w L.P. w C' N P KING 12 V.F EL. 43.19 r-(TYP.) 0' o PPR 130.4 :_:. FENCE (0� 8' DIA. l• n :: ' • G. 6 C L\NK 14.8 V.FT. • ... �N COVERED '� cn -• F� •� „ HP ENTRY R.( MEQ P\�z.o o BOLLARD • o� o RAISED 2$•45.20 L.P.20'� AGo I f CONC. EL. 40.41 • �\-• `� x PAD (0 8' DIA. 189.1 F •F' 1 p' v-�uRE pF P Pte. 14.8 V.FT. 3. T �CROsss tiooE LpPO�NG W F��SS ��n 12 RED CEDARS / xFNC. PGCE a,, r o COVERED a �� Po�SS 4-96" HT. 1 8 RED CEDARS o Z °' N E L.P 40.41 ' ENTRY 26 P c) 9 O P ...:•.= O 2 6' HT. PLANTED(O 18' DIA. N G IN BUFFER AREA 13.8 V.FT. CRY ME �o `� 115.0' N 2 S�Bv\LD\N�3 4 L.P. �_ I _ NGE . EL. EL. 40.41 REBAR__ GPRR .F • &CAP BOLLARD D0 8' DIA. S F (TYP.) 46•S' COVERED 48 RHD. CEDARS { x....:..... \ ENTRY N ` N15,ro LP. • - •... 1� 60 1 L.P. W EL. 40.41 (O� EL 40.41 \ 8' DIA. :: . . 8' DIA.(07.2 V.FT. TC 41.74 70 �13.8 V.FT. \ `/ : :. • G� _ - :::::.: X -= 2 S� \LD\ND 0 L.P. PLANTING NOTE: z : 8 �4. 1 �:•:::-='-� • �L. ELS 40.41 6 ••••••• F -� 10 DIA. A TOTAL OF 231 RED CEDARS WERE PLANTED Q..... �, ` 12 V.FT. ON THIS SITE, SIZES AS NOTED ON PLAN. 0 COVERED ENTRY BOLLARD NOTE: =z= 5g•2 (TYP.)THIS AS -BUILT SITE PLAN IS FOR THE PURPOSE LO GPRP cr` OF ILLUSTRATING APPROVED CHANGES TO THE ORIGINAL Z r p00Rs cp- APPROVED SITE PALN WITH APPROVAL STAMP DATED L.P. EL. 40.41 12/17/13 REMAINS IN EFFECT FOR ALL OTHER DETAILS 8' DIA. THAT ARE NOT SPECIFICALLY NOTED AS A CHANGE ON 15.3 V.FT. L.P. THIS AS -BUILT SITE PLAN. } EL 40.41 (0 ' t (0� 8' DIA. . 3 gR�SN� 15.8 V.FT. •o6'j V1o. �0� NOTE: �p�- 16 1,0 RPS THE SOUTHOLD TOWN PLANNING BOARD HEREBY CONSENTS TO V .. _. G �� S P� REVISE THE EXISTING SITE PLAN APPROVAL TO PROVIDE FOR AN 50 RED CEDARS G0� _ N� ' N EMERGENCY ACCESS TO DEPOT LANE WITH THE FOLLOWING 12"-24" HT. 2 CJPGP CONDITIONS: 1. NO EXISTING TREES MAY BE REMOVED 1N THE CREATION OF • ' THIS ACCESS; LOT No. 2' L'P' 2. THE EMERGENCY ACCESS SHALL BE NO MORE THAN 15' WIDE; 52 RED CEDARS 3. THE BASE OF THE EMERGENCY ACCESS SHALL BE CAPABLE 47,166 S. F." •• 48" HT. OF SUPPORTING > 70,000 LBS.; (1.083 ACRES) 4. THE EMERGENCY ACCESS IS TO BE COVERED IN TOPSOIL AND -o PLANTED WITH GRASS IMMEDIATELY; ' 7-As9t�A 5. A CRASH GATE FOR EMERGENCY VEHICLES IS TO BE INSTALLED IMMEDIATELY, AND SHALL BE LOCKED/SECURED AT ALL TIMES. THIS. ACCESS SHALL BE USED ONLY FOR EMERGENCY PURPOSES. P O G ANY OTHER USE OF THIS ACCESS WILL CONSTITUTE A VIOLATION OF THE CONDITIONS OF SITE PLAN APPROV AL 6. THE EMERGENCY ACCESS AND CRASH GATE AREA SHALL BE KEPT FREE AND CLEAR AT ALL TIMES: 7. THE 15' WIDE ACCESS IS TO BE REPLANTED WITH APPROVED VEGETATION AND TREES AT SUCH TIME AS EITHER SCTM#10001000-96-1-1.3 OR 96-1-1.1 ADJACENT PARCELS ARE DEVELOPED WITH CROSS ACCESS FOR EMERGENCY VEHICLES. 41. 0 4. 0I0 0 .p TC 4A i KENNETH H. BECKMAN. L.S. Surveying and Land Planning 1814 Middle Country Road SUFFOLK COUNTY TAX MAP Suite D DIST. 1000 UPDATE PER TOWN OF SOUTHOLD COMMENTS 1/14/2014 B15-16466 Ridge, N.Y. 11961 SECT. BLOCK 096 01 FINAL SURVEY 11/12/2014 B14-16333 ADD DRAINAGE & WALL 5/30/2014 B14-15985 (613) 345-9427 LOT 1.2 ADD WATER & SANITARY LOCATIONS -.5/20/2014 FAX (631) 345-9429 FOUNDATION LOCATION 4/15/2014 B14-'(5863 SCALE: 1" = 20' DATE: OCT. 01, 2008 JOB No B08-11742 ASBUILT SURVEY LOT No. 2 MAP OF NORTH FORK INDUSTRIAL PARK FILED JANUARY 27, 2005 FILE No. 11215 SITUATED AT CUTCHOGUE D E_i r�` 0_W E SOUTHOLD I! JAN 15 2015 SUFFOLK COUN NEW YORK BLDG DEFT. DWG. No. BBl-6564 TOW*.': OF SGUTKLD REBAR & CAP m' 0 CORPORATE ROAD 0 0 azto W J O O • I 0 w ;0 0 Ln 0 CC ! r j 6 RED CEDARS REBAR r 10' HT. FN�N & CAP P 0 to O.6 000 LOT No. 1 REo) LEA CANT 38 RED CEDARS .p (vA 48" HT. 70 G� RAISED ��• Q I CONC. RE PAD cRv L.P. C • pSs s :::: • • o S.T. 33RED CEDARS PGGES o O L.P. Q z o OR o 48,E H T. EL. 40.41 KEYp AC RE CA 0 BOLLARD ^) N � I SpNP� 10' DIA. w L.P. w C' N P KING 12 V.F EL. 43.19 r-(TYP.) 0' o PPR 130.4 :_:. FENCE (0� 8' DIA. l• n :: ' • G. 6 C L\NK 14.8 V.FT. • ... �N COVERED '� cn -• F� •� „ HP ENTRY R.( MEQ P\�z.o o BOLLARD • o� o RAISED 2$•45.20 L.P.20'� AGo I f CONC. EL. 40.41 • �\-• `� x PAD (0 8' DIA. 189.1 F •F' 1 p' v-�uRE pF P Pte. 14.8 V.FT. 3. T �CROsss tiooE LpPO�NG W F��SS ��n 12 RED CEDARS / xFNC. PGCE a,, r o COVERED a �� Po�SS 4-96" HT. 1 8 RED CEDARS o Z °' N E L.P 40.41 ' ENTRY 26 P c) 9 O P ...:•.= O 2 6' HT. PLANTED(O 18' DIA. N G IN BUFFER AREA 13.8 V.FT. CRY ME �o `� 115.0' N 2 S�Bv\LD\N�3 4 L.P. �_ I _ NGE . EL. EL. 40.41 REBAR__ GPRR .F • &CAP BOLLARD D0 8' DIA. S F (TYP.) 46•S' COVERED 48 RHD. CEDARS { x....:..... \ ENTRY N ` N15,ro LP. • - •... 1� 60 1 L.P. W EL. 40.41 (O� EL 40.41 \ 8' DIA. :: . . 8' DIA.(07.2 V.FT. TC 41.74 70 �13.8 V.FT. \ `/ : :. • G� _ - :::::.: X -= 2 S� \LD\ND 0 L.P. PLANTING NOTE: z : 8 �4. 1 �:•:::-='-� • �L. ELS 40.41 6 ••••••• F -� 10 DIA. A TOTAL OF 231 RED CEDARS WERE PLANTED Q..... �, ` 12 V.FT. ON THIS SITE, SIZES AS NOTED ON PLAN. 0 COVERED ENTRY BOLLARD NOTE: =z= 5g•2 (TYP.)THIS AS -BUILT SITE PLAN IS FOR THE PURPOSE LO GPRP cr` OF ILLUSTRATING APPROVED CHANGES TO THE ORIGINAL Z r p00Rs cp- APPROVED SITE PALN WITH APPROVAL STAMP DATED L.P. EL. 40.41 12/17/13 REMAINS IN EFFECT FOR ALL OTHER DETAILS 8' DIA. THAT ARE NOT SPECIFICALLY NOTED AS A CHANGE ON 15.3 V.FT. L.P. THIS AS -BUILT SITE PLAN. } EL 40.41 (0 ' t (0� 8' DIA. . 3 gR�SN� 15.8 V.FT. •o6'j V1o. �0� NOTE: �p�- 16 1,0 RPS THE SOUTHOLD TOWN PLANNING BOARD HEREBY CONSENTS TO V .. _. G �� S P� REVISE THE EXISTING SITE PLAN APPROVAL TO PROVIDE FOR AN 50 RED CEDARS G0� _ N� ' N EMERGENCY ACCESS TO DEPOT LANE WITH THE FOLLOWING 12"-24" HT. 2 CJPGP CONDITIONS: 1. NO EXISTING TREES MAY BE REMOVED 1N THE CREATION OF • ' THIS ACCESS; LOT No. 2' L'P' 2. THE EMERGENCY ACCESS SHALL BE NO MORE THAN 15' WIDE; 52 RED CEDARS 3. THE BASE OF THE EMERGENCY ACCESS SHALL BE CAPABLE 47,166 S. F." •• 48" HT. OF SUPPORTING > 70,000 LBS.; (1.083 ACRES) 4. THE EMERGENCY ACCESS IS TO BE COVERED IN TOPSOIL AND -o PLANTED WITH GRASS IMMEDIATELY; ' 7-As9t�A 5. A CRASH GATE FOR EMERGENCY VEHICLES IS TO BE INSTALLED IMMEDIATELY, AND SHALL BE LOCKED/SECURED AT ALL TIMES. THIS. ACCESS SHALL BE USED ONLY FOR EMERGENCY PURPOSES. P O G ANY OTHER USE OF THIS ACCESS WILL CONSTITUTE A VIOLATION OF THE CONDITIONS OF SITE PLAN APPROV AL 6. THE EMERGENCY ACCESS AND CRASH GATE AREA SHALL BE KEPT FREE AND CLEAR AT ALL TIMES: 7. THE 15' WIDE ACCESS IS TO BE REPLANTED WITH APPROVED VEGETATION AND TREES AT SUCH TIME AS EITHER SCTM#10001000-96-1-1.3 OR 96-1-1.1 ADJACENT PARCELS ARE DEVELOPED WITH CROSS ACCESS FOR EMERGENCY VEHICLES. 41. 0 4. 0I0 0 .p TC 4A i KENNETH H. BECKMAN. L.S. Surveying and Land Planning 1814 Middle Country Road SUFFOLK COUNTY TAX MAP Suite D DIST. 1000 UPDATE PER TOWN OF SOUTHOLD COMMENTS 1/14/2014 B15-16466 Ridge, N.Y. 11961 SECT. BLOCK 096 01 FINAL SURVEY 11/12/2014 B14-16333 ADD DRAINAGE & WALL 5/30/2014 B14-15985 (613) 345-9427 LOT 1.2 ADD WATER & SANITARY LOCATIONS -.5/20/2014 FAX (631) 345-9429 FOUNDATION LOCATION 4/15/2014 B14-'(5863 SCALE: 1" = 20' DATE: OCT. 01, 2008 JOB No B08-11742 FIRST FLOOR PLAN I SCALE: 1/8"=1'-0" I I ATTIC FLOOR PLAN , i , `J SCALE. 1/811`-0' , 1. 1 1 a 4 I i SECOND FLOOR PLAN SCALE: 1/8"=1'-0" LEGEND SYM. Q71' DESCRIPTION SHEET NO. FPml 23 FIRELITE 5P355 ADDRESS. DESIGN BY: MCHAEL F. NOBBLED, AlA DRAWN BY: BJK PHOTOELECTRIC SMOKE P pETEC70R 0 5 ND350 194° ApDRESS, FIXED TEMP NEAT DETECTOR 0 11 FIRELITE BCx12LX ADDRESS. SMOKE DETECTORS MANUAL PULL BOX 0 i SPRINKLER WATER S S 5 5 FLOW CONTACT 5 S S S SPRINKLER TAMPER S 5 S S CONTACT UJNEELOCK ADDRESS. � 4 57ROBE ANN 24vDC 71-471—R IUNEELOCK COMB ADDRESS. � 10 MORN/STROBE ANN 24YDC R WEATHERPROOF IUNEELOCK I COMB ADDRESS. HORN/57RO15E WP ANN 24VDC R UID ADDRESSABLEI FAGf' i 2� pC� NNUN I ANN -00 FIREL17E REMOTE ANNUNCIATOR rE1 6 MMF300 ADDRESS. HVAC SAN 5NU7pOUJN RELAY SPRINKLER BALL lU/ � STROBE LIGHT HORN STROBE H H WP H H H STROBE ONLY H H H Uyy ADDRESSABLE REMOTE RA ,4FAC P' NNUNGIATOR SPRINKLER B BELL MSg050 UD BATT (I) _ BATT (2) _ 110 VOLT 12 VOLT 12 VOLT 61�ND RJ31X w T WATER TAMPER TELEPHONE RJ31 X SLOW GONTAGT LINES GONTAGT TYPICAL HEI5HT FOR PULL BOX 4 HORW5TROBE ANNUNCIATOR 5GALE: 1/4" = 1'-0" MANUAL PROJECT NO. 14-090 PULL BOX SHEET NO. FPml DF___0 DESIGN BY: MCHAEL F. NOBBLED, AlA DRAWN BY: BJK P PP P P P P P HEAT DETECTORS 3H-0-0-0 PHOTOELEGTRIG SMOKE DETECTORS S S 5 5 S S S 5 5 5 5 S S S 5 S 5 S S S FAN SHUTDOWN RELAY 71-471—R R R R FACP RISER DIAGRAM DIE C E WE fli DEC 2 3 2014 IB BLDG. DEPT. TOWN OF SHTHOM ,ENSPIRE Design Group, PLLC Fire Alarm Architect ENSPIRE DESIGN GROUP, PLLC 1650 SYCAMORE AVENUE, SUITE 19 BOHEMIA NEW YORK, 11716 Phone: 631-471-9500 Fax: 631-471-9510 MICHAEL F. MORBILLO, AIA — Principal New York State License #25202 Architect Of Record DIGIOVANNI & ASSOCIATES ARCHITECTS 26 PRESTON AVENUE SEA CLIFF, NY 11579 TEL: (516) 671-3624 FIRE ALARM CONTRACTOR ALL STAR ELECTRONIC SYSTEMS INC. 602 WHISKEY ROAD RIDGE, NY 11961 NYS LIC# 12000008402 (631) 474-2896 These drawings and all documents prepared by the Architect are Instruments of the Architect's service, and are to remain the property of the Architect. The designs contained herein are intended for the specific location indicated and are not to be used at any other locations without the express written consent of the Architect. It is a violation of the law for any person, unless acting under the authority of the Architect, to alter these documents in any way. These documents are copyrighted and their use shall be limited to the construction of this project, once only. The Architectural Works Copyright Protection Act, adopted by Congress In 1990 and incorporated into the United States Copyright Act of 1976 (Title 17, U.S. Code, sections 101 and 102) provides potentially very severe penalties for infringement, including criminal penalties. These documents may not be used for any other purpose. General Notes No. Date Revision Description SEAL-* ARch'i co \ � \o. 0257 AO \F Orr Nti� PROJECT TITLE: FIRE ALARM PLAN FOR NORTH '--'F,, 0 R K AGE,- 11'' -to COMMERCE DRIVE CUTCHOGUE, NY 11935 TITLE EET:45 / tw FIRE AL RM PLAN PROJECT NO. 14-090 SHEET NO. FPml DATE: 07-31-14 DESIGN BY: MCHAEL F. NOBBLED, AlA DRAWN BY: BJK CHECKED BY: MFM SCALE: AS NOTED I 15t Floor Sprinkler, Plan i n 2nd Floor Sprinkler Plan -� Caretakers Apartment I/8" ■ t' -O" in SPRINKLER NOTES 1. THE INSTALLATION, COMPONENTS, SIZING, SPACING, LOCATION, CLEARANCES, POSITION AND TYPE OF SYSTEM SHALL CONFORM TO NFPA BOARD. 2. ONLY APPROVED MATERIALS WILL BE USED. 3. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SYSTEM SHALL CONFORM TO NYS CODES AND LOCAL JURISDICTION 4. SPRINKLERS WILL BE PROTECTED AGAINST FREEZING AND INJURY. 5. INSPECTION AND TESTS OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN NFPA BOARD. 6. THE OCCUPANCY OF THE AREAS TO BE SPRINKLED IN ACCORDANCE WITH SHALL BE THOSE SPECIFIED ON THE PLANS PER NFPA BOARD. 7. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED PER NFPA BOARD. 8. PIPING SPEC I FICATIO�.IS, SYSTEM TEST CONNECTION, PROTECTION AGAINST CORROSION, DAMAGE, FITTINGS, VALVES, HANGERS, SPRINKLERS GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA BOARD. 9. PIPE SCHEDULE SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA BOARD. 10. STOCK OF EXTRA SPRINKLERS WILL BE FURNISHED AS PER NFPA BOARD (REQUIRED FOR EACH TEMPERATURE RATING). 11. SPRINKLER ALARM WILL BE IN ACCORDANCE WITH NFPA BOARD 12. SPACING, LOCATION AND POSITION OF SPRINKLERS WILL BE IN ACCORDANCE WITH NFPA BOARD 13. ALL CONCEALED SPACES EXCEEDING 6" IN WIDTH OR DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL WILL BE SPRINKLED. 14. ALL PIPE PASSING THROUGH WALLS SHOULD BE FIRE STOPPED. 15. THERE IS NO PILED HIGH STORAGE. 16. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA BOARD. 17, PROVIDE DEPT. OF WATER SUPPLY LETTER WITH FLOW TEST DATA. 18. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA BOARD. 19. DRAINAGE TO CONFORM TO NFPA BOARD. 20. HYDRAULICALLY DESIGNED SPRINKLER SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA BOARD. 21. A ONE PIECE REDUCING FITTING SHALL BE USED WHEREVER A CHANGE IS MADE IN THE SIZE OF PIPE. 22. ALL VALVES ON CONNECTIONS TO WATER SUPPLIES AND IN SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S. & Y. OR APPROVED INDICATOR TYPE. 23. DRAIN VALVES k1l) TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA BOARD, 24. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED. SPRINKLER PIPING SHOULD BE SUPPORTED BY ROUND WROUGHT IRON U -TYPE OR APPROVED ADJUSTABLE HANGERS 25. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTIONS CONSISTING OF .A CAPPED 4" NIPPLE ON THE END OF A CROSS MAIN AS PER NFPA BOARD. 26. SPRINKLER HEADIS SHALL BE AN APPROVED TYPE AS PER NFPA BOARD. 27. TEMPERATURE RATING SHALL COMPLY WITH NFPA BOARD. 28. PROVIDE 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR. 29. 1" TO 10" MINIMUM CLEARANCE OF SPRINKLER DEFLECTION TO CEILING. 30. SPRINKLER SYSTIEM COMPLIES WITH NFPA #13-1969 AS MODIFIED BY NYS CODES AND LOCAL. JURISDICTION 31. DRY SYSTEMS SHALL BE IN ACCORDANCE. 32. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS BEING APPROVED OR IN ACCOR- DANCE WITH APPLICABLE CODES. SPRINKLER HEAD SCHEDULE FIRE SPRINKLER TYPE, MWE AND MODEL QTY. REMARKS: RELIABLE MODEL "F1 RES 58 CCP" CONCEALED USE ONLY SPECIFIED MAKE/TYPE OF FAST RESPONSE 155 DEG., 1/2" ORIFICE, 1/2 NPT, K=5.8 29 SPRINKLERS SHUT OFF VALVE r TEST "T" (CAPPED) DRAIN CONNECTION 41/_'AC'O.v vA,yr ruA,A,rn ,A, nnr►, 1-1/2" RISER- WATER SUPPLY FOR FIRE SPRINKLER HEADS REDUCER "T" WITH PRESSURE GAUGE (CPVC MAY START AT THIS POINT) 1-1/4 x 1-1/2 x 3/4 (USE 3/4 TO 3/8 REDUCER PRESSURE GAUGE) 10" SPRINKLER BEL MINIMUM REQUIRED PRESSURE COORDINATE LOCATION 1AT GAUGE 49 PSI WITH ARCHITECT FLOW SW'TCH CHECK VALVE 3/4" BALL VALVE FOR DOMESTIC REDUCER "T" WATER LINE (First Floor) 1-1/2 x 1-1/2 x 3/4 M DRAIN 3urru 't -o I VVLR rnvrn ivr OF PIPE 1-112" CURB VALVE PROPOSED 1- " DCV WATTS model 007 BACKFLOW PREY NTER WITH WATTS GATE VALVES 1-1/2" WATER 'IETER NOTE: THESE PLANS ARE HYDRAULICALLY DESIGNED. PIPE SIZE MUST BE AS SHOWN. 1DETAIL SPRINKLER SPECIFICATIONS 1. ALL SPRINKLER HEADS TO BE 155 'F UNLESS OTHERWISE NOTED AS FOLLOWS: 1= FOR 212 'F ' 2= FOR 286'F 3= FOR 165'F 2. ENTIRE BUILDING TO BE PROPERLY HEATED, IN ALL AREAS PROTECTED BY WET SYSTEMS. 3. BUILDING AND ITS' CONTENTS TO BE CLASSIFIED AS RESIDENTIAL _ NFPA # 131). 4. PIPE TO BE CPVC, BLAZEMASTER, OR COPPER TUBING PRESSURE RATED FOR FIRE SPRINKLER APPLICATION, IN ACCORDANCE WITH NFPA #13D. 5. ALL FITTINGS TO BE CPVC, BLAZEMASTER, OR COPPER IN ACCORDANCE WITH NFPA #13D. 6. ALL HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA #13D AND TO BE OF A TYPE AS INDICATED ON THE DRAWINGS. 7. ALL EQUIPMENT USED SHALL BE LISTED FOR THE INTENDED APPLICATION. 8. SYSTEMS SHALL BE HYDROSTATICALLY TESTED TO 150 PSI FOR A PERIOD OF NO LESS THAN 2 HRS, AND BE WITNESSED BY OWNER, OR HIS REPRESENTATIVE AND THE LOCAL AUTHORITY. t 9. COPY OF CONTRACTOR'S MATERIAL AND TEST CERTIFICATE SHALL BE SUBMITTED TO THE LOCAL AUTHORITY AND OWNER OR ITS REPRESENTATIVES. 10. SCOPE OF WORK IS LIMITED TO FURNISHING AND INSTALLING, IN THE PIPES OF VALVES, SUCH ELECTRICAL ITEMS AS, TAMPER, FLOW, PRESSURE SWITCHES. ALL ELECTRICAL CONNECTIONS AND WIRING, AS WELL AS DETERMINATION OF THEIR FUNCTION WITHIN THE BUILDING ALARM SYSTEM IS BY OTHERS. 11. THERE IS NO WELDING ASSOCIATED WITH THIS INSTALLATION. 12. ALL UNDERGROUND PIPE WHETHER EXISTING OR NEW IS TO BE IN ACCORDANCE WITH NFPA #24, LATEST EDITION. - 13. ENTIRE INSTALLATION TO CONFORM WITH ALL APPLICABLE STANDARDS OF NFPA#13D, NEW YORK STATE BUILDING CODE, AND LOCAL AUTHORITY HAVING JURISDICTION. 14. ALL SIGNS AS PER NFPA & NCFM ARE PROVIDED AND INSTALLED AS REQUIRED. NT5 of DAA SPRINKLER LEGEND SYMBOL DESCRIPTION •" , i VERTICAL SIDEWALL SPRINKLER HEAD - SHUT OFF VALVE r TEST "T" (CAPPED) DRAIN CONNECTION 41/_'AC'O.v vA,yr ruA,A,rn ,A, nnr►, 1-1/2" RISER- WATER SUPPLY FOR FIRE SPRINKLER HEADS REDUCER "T" WITH PRESSURE GAUGE (CPVC MAY START AT THIS POINT) 1-1/4 x 1-1/2 x 3/4 (USE 3/4 TO 3/8 REDUCER PRESSURE GAUGE) 10" SPRINKLER BEL MINIMUM REQUIRED PRESSURE COORDINATE LOCATION 1AT GAUGE 49 PSI WITH ARCHITECT FLOW SW'TCH CHECK VALVE 3/4" BALL VALVE FOR DOMESTIC REDUCER "T" WATER LINE (First Floor) 1-1/2 x 1-1/2 x 3/4 M DRAIN 3urru 't -o I VVLR rnvrn ivr OF PIPE 1-112" CURB VALVE PROPOSED 1- " DCV WATTS model 007 BACKFLOW PREY NTER WITH WATTS GATE VALVES 1-1/2" WATER 'IETER NOTE: THESE PLANS ARE HYDRAULICALLY DESIGNED. PIPE SIZE MUST BE AS SHOWN. 1DETAIL SPRINKLER SPECIFICATIONS 1. ALL SPRINKLER HEADS TO BE 155 'F UNLESS OTHERWISE NOTED AS FOLLOWS: 1= FOR 212 'F ' 2= FOR 286'F 3= FOR 165'F 2. ENTIRE BUILDING TO BE PROPERLY HEATED, IN ALL AREAS PROTECTED BY WET SYSTEMS. 3. BUILDING AND ITS' CONTENTS TO BE CLASSIFIED AS RESIDENTIAL _ NFPA # 131). 4. PIPE TO BE CPVC, BLAZEMASTER, OR COPPER TUBING PRESSURE RATED FOR FIRE SPRINKLER APPLICATION, IN ACCORDANCE WITH NFPA #13D. 5. ALL FITTINGS TO BE CPVC, BLAZEMASTER, OR COPPER IN ACCORDANCE WITH NFPA #13D. 6. ALL HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA #13D AND TO BE OF A TYPE AS INDICATED ON THE DRAWINGS. 7. ALL EQUIPMENT USED SHALL BE LISTED FOR THE INTENDED APPLICATION. 8. SYSTEMS SHALL BE HYDROSTATICALLY TESTED TO 150 PSI FOR A PERIOD OF NO LESS THAN 2 HRS, AND BE WITNESSED BY OWNER, OR HIS REPRESENTATIVE AND THE LOCAL AUTHORITY. t 9. COPY OF CONTRACTOR'S MATERIAL AND TEST CERTIFICATE SHALL BE SUBMITTED TO THE LOCAL AUTHORITY AND OWNER OR ITS REPRESENTATIVES. 10. SCOPE OF WORK IS LIMITED TO FURNISHING AND INSTALLING, IN THE PIPES OF VALVES, SUCH ELECTRICAL ITEMS AS, TAMPER, FLOW, PRESSURE SWITCHES. ALL ELECTRICAL CONNECTIONS AND WIRING, AS WELL AS DETERMINATION OF THEIR FUNCTION WITHIN THE BUILDING ALARM SYSTEM IS BY OTHERS. 11. THERE IS NO WELDING ASSOCIATED WITH THIS INSTALLATION. 12. ALL UNDERGROUND PIPE WHETHER EXISTING OR NEW IS TO BE IN ACCORDANCE WITH NFPA #24, LATEST EDITION. - 13. ENTIRE INSTALLATION TO CONFORM WITH ALL APPLICABLE STANDARDS OF NFPA#13D, NEW YORK STATE BUILDING CODE, AND LOCAL AUTHORITY HAVING JURISDICTION. 14. ALL SIGNS AS PER NFPA & NCFM ARE PROVIDED AND INSTALLED AS REQUIRED. NT5 of DAA SPRINKLER LEGEND SYMBOL DESCRIPTION •" PENDENT SPRINKLER HEAD THRU HUNG CEILING i VERTICAL SIDEWALL SPRINKLER HEAD - UPRIGHT TYPE SPRINKLER HEAD IN PIPE. •' BRASS SPRINKLER HEAD IN PENDANT POSITION •-• -- CURB VALVE SERVICE VALVE ---- CHECK VALVE -- INSPECTOR'S TEST "T" DRAIN VALVE --"=-Q PIPE UP/DOWN FEED 0 EXISTING SPRINKLER HEAD OR 1" DROP PIECE -------- PROPOSED SPRINKLER PIPING -"- 4-"-"^ SPRINKLER PIPE HANGER AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR OS & Y VALVE --�- WATER METER SHUT OFF VALVE r TEST "T" (CAPPED) DRAIN CONNECTION 41/_'AC'O.v vA,yr ruA,A,rn ,A, nnr►, 1-1/2" RISER- WATER SUPPLY FOR FIRE SPRINKLER HEADS REDUCER "T" WITH PRESSURE GAUGE (CPVC MAY START AT THIS POINT) 1-1/4 x 1-1/2 x 3/4 (USE 3/4 TO 3/8 REDUCER PRESSURE GAUGE) 10" SPRINKLER BEL MINIMUM REQUIRED PRESSURE COORDINATE LOCATION 1AT GAUGE 49 PSI WITH ARCHITECT FLOW SW'TCH CHECK VALVE 3/4" BALL VALVE FOR DOMESTIC REDUCER "T" WATER LINE (First Floor) 1-1/2 x 1-1/2 x 3/4 M DRAIN 3urru 't -o I VVLR rnvrn ivr OF PIPE 1-112" CURB VALVE PROPOSED 1- " DCV WATTS model 007 BACKFLOW PREY NTER WITH WATTS GATE VALVES 1-1/2" WATER 'IETER NOTE: THESE PLANS ARE HYDRAULICALLY DESIGNED. PIPE SIZE MUST BE AS SHOWN. 1DETAIL SPRINKLER SPECIFICATIONS 1. ALL SPRINKLER HEADS TO BE 155 'F UNLESS OTHERWISE NOTED AS FOLLOWS: 1= FOR 212 'F ' 2= FOR 286'F 3= FOR 165'F 2. ENTIRE BUILDING TO BE PROPERLY HEATED, IN ALL AREAS PROTECTED BY WET SYSTEMS. 3. BUILDING AND ITS' CONTENTS TO BE CLASSIFIED AS RESIDENTIAL _ NFPA # 131). 4. PIPE TO BE CPVC, BLAZEMASTER, OR COPPER TUBING PRESSURE RATED FOR FIRE SPRINKLER APPLICATION, IN ACCORDANCE WITH NFPA #13D. 5. ALL FITTINGS TO BE CPVC, BLAZEMASTER, OR COPPER IN ACCORDANCE WITH NFPA #13D. 6. ALL HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA #13D AND TO BE OF A TYPE AS INDICATED ON THE DRAWINGS. 7. ALL EQUIPMENT USED SHALL BE LISTED FOR THE INTENDED APPLICATION. 8. SYSTEMS SHALL BE HYDROSTATICALLY TESTED TO 150 PSI FOR A PERIOD OF NO LESS THAN 2 HRS, AND BE WITNESSED BY OWNER, OR HIS REPRESENTATIVE AND THE LOCAL AUTHORITY. t 9. COPY OF CONTRACTOR'S MATERIAL AND TEST CERTIFICATE SHALL BE SUBMITTED TO THE LOCAL AUTHORITY AND OWNER OR ITS REPRESENTATIVES. 10. SCOPE OF WORK IS LIMITED TO FURNISHING AND INSTALLING, IN THE PIPES OF VALVES, SUCH ELECTRICAL ITEMS AS, TAMPER, FLOW, PRESSURE SWITCHES. ALL ELECTRICAL CONNECTIONS AND WIRING, AS WELL AS DETERMINATION OF THEIR FUNCTION WITHIN THE BUILDING ALARM SYSTEM IS BY OTHERS. 11. THERE IS NO WELDING ASSOCIATED WITH THIS INSTALLATION. 12. ALL UNDERGROUND PIPE WHETHER EXISTING OR NEW IS TO BE IN ACCORDANCE WITH NFPA #24, LATEST EDITION. - 13. ENTIRE INSTALLATION TO CONFORM WITH ALL APPLICABLE STANDARDS OF NFPA#13D, NEW YORK STATE BUILDING CODE, AND LOCAL AUTHORITY HAVING JURISDICTION. 14. ALL SIGNS AS PER NFPA & NCFM ARE PROVIDED AND INSTALLED AS REQUIRED. NT5 of DAA DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 13-30 RV.: GIstFq� APV ID q. 9 /co 9y � n � y 155JJED REV'1510N5 THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. North Fork Self Storage 50 Commerce Drive Cutchogue, NY SPRINKLER FLAN5 NOTE5 I$ DETAIL5 3/24/2014 S P 1 DATE A5 NOTED 5CALI! I of 2 DRAWN BY JVB CHECKED BY dd DAA0 0 0 DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 �J-3O RFG�S DAVj� �F9 �y5 ti 9 m as o CD oqK y 155,UE0 R E V 1 5 1 0 N 5 THESE PLANS ARE AN IN5TR11MENT OF SERVICE AND ARE THE PROPERTY OF THE ARCH]TECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPON51BLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. North Fork Self Storage 50 Commerce Drive Cutchogue, NY SPRINKLER DETAILS 3/24/3014 SP=2 DATA A5 NOTED SCALE OF DRAM B( .NB kmEcKecl BY dd - I V I I I l i l l l i i I I III #4 REINFORCING BAR CONTINUOUS FOOTING WIDTH (SEE SPECS) FROST WALL DETAIL (W/ NOTCH) 5 @ RECESSED ENTRY ELEVATOR PIT DESIGN GENERAL FOUNDATION NOTES FOUNDATION SPECIFICATIONS 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. HOWEVER, 3,000 PSI IS PREFERRED. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. UP ALL REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND CORNERS. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT ALL SIDE AND END UPS. NOTE: WELDED WIRE FABRIC IS USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL POLYETHYLENE WITH JOINTS UPPED NOT LESS THAN 6 INCHES. 6. STRUCTURAL ANCHORS SHALL BE POWERS WEDGE BOLT + SCREW ANCHORS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES. 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK, OR AN APPROVED EQUIVALENT. 9. FOR INSULATED FOUNDATIONS: INSULATION SHALL BE 2 INCHES OF EXTRUDED POLYSTYRENE ASTM C578 TYPE VII OR EQUIVALENT. MINIMUM ALLOWABLE BEARING CAPACITY OF 2,800 psf. FOUNDATION DESIGN NOTES: 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS. GENERAL FOUNDATION NOTES: 1. NOTCH SHALL BE LEVEL WITH NO PITCH. 2. FOUNDATION MUST BE SQUARE AND LEVEL 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE BUILDING SYSTEMS COLUMN GRID SHOWN ON THE FOUNDATION PLAN. NOTE TRACHTE BUILDING SYSTEMS, INC. IS ONLY RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. ' FOUNDATION' LEGEND PAVING OR FINISHED GRADE •'' FREE DRAINING �•j INORGANIC GRANULAR FILL EARTH SLAB THICKNESS 4" WEDGE BOLT (INTERIOR) x 4" 2 WEDGE BOLT (EXTERIOR) 8» X 2" 2 GRADE BEAM SPECS BEAM DEPTH 1'-0" BEAM WIDTH (2) #4 REBARS CONTINUOUS FROST WALL SPECS FROST DEPTH 3' — 0 " FOOTING HEIGHT 8 ), WALL WIDTH 8» FOOTING WIDTH IIL 2' — 0 " WALL HEIGHT (SEE SPECS) FOOTING HEIGHT (SEE SPECS) VAPOR BARRIER 7" OFFSET FROM NEAREST STRUCTURAL LINE W-10" SLOPED NOTCH WIDTH 7" OFFSET FROM NEAREST STRUCTURAL LINE WELDED WIRE(2) #4 REINFORCING BAR FABRIC 1" CONTINUOUS SLAB THICKNESS V-0( ; •'�_ _ (SEE LEGEND) r 4" FILL •3" CLEAR CLEAR = —I I —I I ,—,_I —1 �-1 I— I I , � , I � _I —I —I I— I I �:,.-::� ;•:, � •� '• -=I —I — FE 11= — — = I =� _—I I I-1 I—► I I=III-I , III—III=I I =1 1=1 11= =1—f-I-1=1�' - 8" = I I— 1=III- I ' � k ' I -I 11= I — Ifi 1=$" I V I I I I I I I I � 11; , I— I —11 I — 0 SLAB DETAIL,r- @ RECESSED ENTRY #4 REINFORCING BAR WEDGEBOLT CONTINUOUS WELDED WIRE FABRIC VAPOR BARRIER 5j" 4" SLAB THICKNESS CLEAR (SEE LEGEND) • : " �" 4" FILL •" ,; • 1= I I=1 I =1 I /�µREINFORCING . f• 7f #4 #4 2'-0" 0 * SLOPE CONCRETE TO r REBAR CONT. — ` 'ICAL ALL AROUND INSIDE OF NOTCH 51-0" 5" -- I _ : — =- 4" FILL BARRIER WEDGEBOLTVAPOR 3'-10" PITCH DISTANCE I IEI I = I I ,, '' '' :: , ..• .�• •�; w• :t �•.,�. :, • .• {,:. WELDED WIRE =1 =1 I=1I 1= I I=1 I =1 I =1 I=1 II- •` FABRIC 1" 9" #4 -REINFORCING BAR SLAB THICKNESS SLAB THICKNESS —III CONTINUOUS (SEE LEGEND) (SEE LEGEND) : ': :.' WALL •} — =1 I =1 I =d I 1—I I= I— I I " 4" `f WIDTH _ _ • t I I AR AROUND 4" FILL (SEE SPECS) : • .: ..: DEPTH �'r• .;'• .. CLEA 1'-4" - I V I I I l i l l l i i I I III #4 REINFORCING BAR CONTINUOUS FOOTING WIDTH (SEE SPECS) FROST WALL DETAIL (W/ NOTCH) 5 @ RECESSED ENTRY ELEVATOR PIT DESIGN GENERAL FOUNDATION NOTES FOUNDATION SPECIFICATIONS 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. HOWEVER, 3,000 PSI IS PREFERRED. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. UP ALL REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND CORNERS. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT ALL SIDE AND END UPS. NOTE: WELDED WIRE FABRIC IS USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL POLYETHYLENE WITH JOINTS UPPED NOT LESS THAN 6 INCHES. 6. STRUCTURAL ANCHORS SHALL BE POWERS WEDGE BOLT + SCREW ANCHORS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES. 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK, OR AN APPROVED EQUIVALENT. 9. FOR INSULATED FOUNDATIONS: INSULATION SHALL BE 2 INCHES OF EXTRUDED POLYSTYRENE ASTM C578 TYPE VII OR EQUIVALENT. MINIMUM ALLOWABLE BEARING CAPACITY OF 2,800 psf. FOUNDATION DESIGN NOTES: 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS. GENERAL FOUNDATION NOTES: 1. NOTCH SHALL BE LEVEL WITH NO PITCH. 2. FOUNDATION MUST BE SQUARE AND LEVEL 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE BUILDING SYSTEMS COLUMN GRID SHOWN ON THE FOUNDATION PLAN. NOTE TRACHTE BUILDING SYSTEMS, INC. IS ONLY RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. ' FOUNDATION' LEGEND PAVING OR FINISHED GRADE •'' FREE DRAINING �•j INORGANIC GRANULAR FILL EARTH SLAB THICKNESS 4" WEDGE BOLT (INTERIOR) x 4" 2 WEDGE BOLT (EXTERIOR) 8» X 2" 2 GRADE BEAM SPECS BEAM DEPTH 1'-0" BEAM WIDTH (2) #4 REBARS CONTINUOUS FROST WALL SPECS FROST DEPTH 3' — 0 " FOOTING HEIGHT 8 ), WALL WIDTH 8» FOOTING WIDTH IIL 2' — 0 " WALL HEIGHT (SEE SPECS) FOOTING HEIGHT (SEE SPECS) VAPOR BARRIER 7" OFFSET FROM NEAREST STRUCTURAL LINE W-10" SLOPED NOTCH WIDTH 7" OFFSET FROM NEAREST STRUCTURAL LINE WELDED WIRE(2) #4 REINFORCING BAR FABRIC 1" CONTINUOUS SLAB THICKNESS V-0( ; •'�_ _ (SEE LEGEND) r 4" FILL •3" CLEAR CLEAR = —I I —I I ,—,_I —1 �-1 I— I I , � , I � _I —I —I I— I I �:,.-::� ;•:, � •� '• -=I —I — FE 11= — — = I =� _—I I I-1 I—► I I=III-I , III—III=I I =1 1=1 11= =1—f-I-1=1�' - 8" = I I— 1=III- I ' � k ' I -I 11= I — Ifi 1=$" I V I I I I I I I I � 11; , I— I —11 I — 0 SLAB DETAIL,r- @ RECESSED ENTRY #4 REINFORCING BAR WEDGEBOLT CONTINUOUS WELDED WIRE FABRIC VAPOR BARRIER 5j" 4" SLAB THICKNESS CLEAR (SEE LEGEND) • : " �" 4" FILL •" ,; • 1= I I=1 I =1 I /�µREINFORCING . f• 7f #4 #4 2'-0" 0 FABRIC REBAR CONT. — ' ;• 'ICAL ALL AROUND I. : - �' ::..:,. •;' .,. ' :: 4" FILL I _ : — =- 4" FILL HORIZ. ® 12"OC `•� �' ~ III : t �' I =1 11= I IEI I = I I ,, '' '' :: , ..• .�• •�; w• :t �•.,�. :, • .• {,:. I I=1 I =1 =1 I=1I 1= I I=1 I =1 I =1 I=1 II- •` I IE1 I I=I I I= I MI 11= E1 I 1= FROST . ''. -I —III TYPICAL ELEVATOR =1 DEPTH : ': :.' WALL •} — =1 I =1 I =d I 1—I I= I— I I (SEE SPECS) `f WIDTH _ _ • t I I _ _ I —� I I I AROUND ;''• (SEE SPECS) : • .: DEPTH �'r• .;'• .. rU a . .c 10 #4 REINFORCING '.. , .. BAR, 16" LENGTH ' �`• .s' N I I 0 16" O.C. (SEE SPECS)I— N —I — 0 - I V I I I l i l l l i i I I III #4 REINFORCING BAR CONTINUOUS FOOTING WIDTH (SEE SPECS) FROST WALL DETAIL (W/ NOTCH) 5 @ RECESSED ENTRY ELEVATOR PIT DESIGN GENERAL FOUNDATION NOTES FOUNDATION SPECIFICATIONS 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. HOWEVER, 3,000 PSI IS PREFERRED. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. UP ALL REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND CORNERS. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT ALL SIDE AND END UPS. NOTE: WELDED WIRE FABRIC IS USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL POLYETHYLENE WITH JOINTS UPPED NOT LESS THAN 6 INCHES. 6. STRUCTURAL ANCHORS SHALL BE POWERS WEDGE BOLT + SCREW ANCHORS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES. 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON-STRUCTURAL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 8. FREE DRAINING GRANULAR FILL SHALL BE A NON FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF COURSE SAND, CRUSHED ROCK, OR AN APPROVED EQUIVALENT. 9. FOR INSULATED FOUNDATIONS: INSULATION SHALL BE 2 INCHES OF EXTRUDED POLYSTYRENE ASTM C578 TYPE VII OR EQUIVALENT. MINIMUM ALLOWABLE BEARING CAPACITY OF 2,800 psf. FOUNDATION DESIGN NOTES: 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL CONDITIONS. GENERAL FOUNDATION NOTES: 1. NOTCH SHALL BE LEVEL WITH NO PITCH. 2. FOUNDATION MUST BE SQUARE AND LEVEL 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE BUILDING SYSTEMS COLUMN GRID SHOWN ON THE FOUNDATION PLAN. NOTE TRACHTE BUILDING SYSTEMS, INC. IS ONLY RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. ' FOUNDATION' LEGEND PAVING OR FINISHED GRADE •'' FREE DRAINING �•j INORGANIC GRANULAR FILL EARTH SLAB THICKNESS 4" WEDGE BOLT (INTERIOR) x 4" 2 WEDGE BOLT (EXTERIOR) 8» X 2" 2 GRADE BEAM SPECS BEAM DEPTH 1'-0" BEAM WIDTH (2) #4 REBARS CONTINUOUS FROST WALL SPECS FROST DEPTH 3' — 0 " FOOTING HEIGHT 8 ), WALL WIDTH 8» FOOTING WIDTH IIL 2' — 0 " WALL HEIGHT (SEE SPECS) FOOTING HEIGHT (SEE SPECS) VAPOR BARRIER 7" OFFSET FROM NEAREST STRUCTURAL LINE W-10" SLOPED NOTCH WIDTH 7" OFFSET FROM NEAREST STRUCTURAL LINE WELDED WIRE(2) #4 REINFORCING BAR FABRIC 1" CONTINUOUS SLAB THICKNESS V-0( ; •'�_ _ (SEE LEGEND) r 4" FILL •3" CLEAR CLEAR = —I I —I I ,—,_I —1 �-1 I— I I , � , I � _I —I —I I— I I �:,.-::� ;•:, � •� '• -=I —I — FE 11= — — = I =� _—I I I-1 I—► I I=III-I , III—III=I I =1 1=1 11= =1—f-I-1=1�' - 8" = I I— 1=III- I ' � k ' I -I 11= I — Ifi 1=$" I V I I I I I I I I � 11; , I— I —11 I — 0 SLAB DETAIL,r- @ RECESSED ENTRY #4 REINFORCING BAR WEDGEBOLT CONTINUOUS WELDED WIRE FABRIC VAPOR BARRIER 5j" 4" SLAB THICKNESS CLEAR (SEE LEGEND) • : " �" 4" FILL •" ,; • 1= I I=1 I =1 I /�µREINFORCING . f• 7f #4 #4 2'-0" 0 #4 DOWELS 0 12 -OC 0 I iV 10" SEE FOUNDATION PLAN N 0 Z U 0 Q W W cn 11 00 10" WELDED WIRE FABRIC REBAR CONT. — ' ;• 'ICAL ALL AROUND I. : - �' ::..:,. •;' .,. ' :: 4" FILL I _ : — =- 4" FILL HORIZ. ® 12"OC III ,, '' '' :: , ..• .�• •�; w• :t �•.,�. :, • .• {,:. VERT. ® 12"OC II- _ III—I ••• ••T• ••".>��.•�, —III TYPICAL ELEVATOR PIT DETAIL FROST 'r"- ,; WALL k133N��4' 3 —III—I r • I I—III J — — AROUND U4 co #4 DOWELS 0 12 -OC 0 I iV 10" SEE FOUNDATION PLAN N 0 Z U 0 Q W W cn 11 00 10" WELDED WIRE FABRIC VAPOR BARRIER F i SLAB THICKNESS (SEE LEGEND) $,. ::..:,. •;' .,. ' :: 4" FILL BAR, 16" LENGTH — =- 4" FILL III ,, '' '' :: , ..• .�• •�; w• :t �•.,�. :, • .• {,:. II- II- _ s•.ti�. ;. ',<' III= 4 TYPICAL ELEVATOR PIT DETAIL FROST 'r"- ,; WALL k133N��4' 3 ~— • I I—III 6" TYP. ALL — — AROUND U4 co #4 REINFORCING BAR. 0 9' O.C., BOTH DIFiECT10Ns I I I I I=� BOPENI Is?DES FNG_ COORDINATE HOLE IN SLAB W/ELEV. MFR. Date •°•�� — BAR, 16" LENGTH — =- 4" FILL III ,, '' '' :: , ..• .�• •�; w• :t �•.,�. :, • .• {,:. #4 REINFORCING BAR. 0 9' O.C., BOTH DIFiECT10Ns I I I I I=� BOPENI Is?DES FNG_ COORDINATE HOLE IN SLAB W/ELEV. MFR. CONTINUOUS FOOTING WIDTH (SEE SPECS) FROST WALL DETAIL, NO NOTCH DIMENSION VARIES 2j -MIN. WEDGEBOLT DIMENSION VARIES 2j -MIN. FOUNDATION EDGE �. D A WEDGE BOLT LOCATION, CORNER, I I I I I FE I i=1 11=� " I —I 11-1 I I=1 I I—I 11=1 I I—III—I �' " ' I —III—III—III—III- ' ' 3 CLEAR 3 CLEAR rid rid ine ine 2 SLAB, INTERIOR 3 SLAB, INTERIOR �r�r�Wv APR 9 2014 1 FIDG �. TOT!', 0r ;JUTf�00 GRADE BEAM SECTION GRADE BEAM SECTION WEDGEBOLT ' D rid i DIMENSION VARIES ine 5"MIN. t WEDGEBOLT DIMENSION VARIES 2j"MIN. FOUNDATION EDGE T B WEDGE BOLT LOCATION, EXTERIOR FOUNDATION EDGE ._ =1 , 11= 1=1 I =1 II-III IIII (IIII WEDGE BOLT ANCHOR TO BE ERECTOR INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR BOLTS. MINIMUM EMBEDMENT DEPTH = (WEDGE BOLT LENGTH) + J". WEDGE BOLT, SECTION, FOUNDATION EDGE c�ciaclne, BY Date •°•�� — BAR, 16" LENGTH • - II- II- _ I 0,6" O.C. 4 TYPICAL ELEVATOR PIT DETAIL FROST 'r"- ,; WALL k133N��4' 3 SJ�\ U4 co DEPTH �'r• .;'• WIDTH rU a . .c 10 O 00 Q) �o Q01 n� N (SEE SPECS) _ =`` (SEE SPECS)I— N Z, L C W Z QL 0 lz Q O N Q OU Q� Q L J Q 3 m t •U LLJ .2 c F— _ 3 k al 3 LO 3 O N -O to O , Q e o d, p 4 •�? ,00 O O 11— — I I— — I — 0 VAPOR VAPOR BARRIER �',",,; :.•: : I I=III=1 =1 1= = 11.4 BEAM BARRIER (6) #4 BARS 4,-0" WELDED WIRE L , OO •:,:, O .4d REINFORCING CONTINUOUS WIDTH z WELDED WIRE FABRIC 8" O.C. BOTH WAYS FABRIC zU z a P' O W O E --4Z �wxo (SEE LEGEND) 0z A o 4 � 4 0 Paq E- q) az �0 w = o _ __= a FOOTING � Do to 4/1/14 Drawn by SDD SLAB THICKNESS — 1/8" = 1'-0 — • ! -I —I—I Order No. I— —� I HEIGHT (SEE SPECS) GRA DE BEAM SLAB THICKNESS (SEE LEGEND) :' :. (SEE LEGEND) —III—_III—_III—_ — DEPTH: D , : : .�. 1 —0 .L,,•: .r. { 4" FILL (SEE LEGEND) ,.• r==.�� , ;.:.:..• • i ,,� 4 FILL — 3•., " =_�—_-— — `'___—� — CLEAR —I I— I I— I =I —I I = _ I _—I I_-1 I — —i I— I I— _ L :,; • .. .r: f —I I —I i —I III I I I I 4 REINFORCING BAR I I i I '�• I — I — I I I — -- CONTINUOUS FOOTING WIDTH (SEE SPECS) FROST WALL DETAIL, NO NOTCH DIMENSION VARIES 2j -MIN. WEDGEBOLT DIMENSION VARIES 2j -MIN. FOUNDATION EDGE �. D A WEDGE BOLT LOCATION, CORNER, I I I I I FE I i=1 11=� " I —I 11-1 I I=1 I I—I 11=1 I I—III—I �' " ' I —III—III—III—III- ' ' 3 CLEAR 3 CLEAR rid rid ine ine 2 SLAB, INTERIOR 3 SLAB, INTERIOR �r�r�Wv APR 9 2014 1 FIDG �. TOT!', 0r ;JUTf�00 GRADE BEAM SECTION GRADE BEAM SECTION WEDGEBOLT ' D rid i DIMENSION VARIES ine 5"MIN. t WEDGEBOLT DIMENSION VARIES 2j"MIN. FOUNDATION EDGE T B WEDGE BOLT LOCATION, EXTERIOR FOUNDATION EDGE ._ =1 , 11= 1=1 I =1 II-III IIII (IIII WEDGE BOLT ANCHOR TO BE ERECTOR INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR BOLTS. MINIMUM EMBEDMENT DEPTH = (WEDGE BOLT LENGTH) + J". WEDGE BOLT, SECTION, FOUNDATION EDGE c�ciaclne, BY Date k133N��4' 3 SJ�\ U4 co O rU a . .c 10 O 00 Q) �o Q01 n� N oo 3,.o N Z, L C W Z QL 0 lz Q O N Q OU Q� Q L J Q 3 m •U LLJ .2 c F— _ 3 k al 3 LO 3 O N -O to O , Q e o d, p 4 •�? ,00 O O •i 0 W 11.4 W E1 OO A O .4d z zU z a P' O W O E --4Z �wxo 0z A o 4 � 4 0 Paq E- q) az �0 w o a � Do to 4/1/14 Drawn by SDD Scale 1/8" = 1'-0 Plan No. 44926 Order No. Sheet No. B1 FOUNDATION PLAN for MINI STORAGE BUILDING "A" oc�iicrnnr DY Date LLtCJOw •2 1" /� co �O (P o O c4 U o n°° UT Ld F ii v .c � .Er) C) U vi CI- 3 a a Q) ° Z _ �. a �, (j, J Q •�.. .� a a m ° Calo o� c'n W I— C U O` C _ o °' fi O W �4 waE- - OO E- 0 �3 z z z a rao0 0 wwxc N ul z ah�0 z Ox h az�� O.w 0 AZI Q) Dote 4/1/14 Drawn by SDD Scole 1/8" = 1'-0 Plan No. 44926 Order No. Sheet No. B2 e ' OR TH FORK S S, T O.IX A'.G E," • t tc or Comimerce rive Cu ogue, New.Y' i C ENERAL NOTE - 5U I L N6 CODE ANA-LY515 PROJECT D°I RECTORY BUILDING CODE ANALYSIS C L I E N T Gross Building Area North Fork 5e l f 5torage GENERAL NOTES 151:9 High 5toroge = 35783 50 ue, � Self 5toroge =8,g33 G%1 NY II I�i35 Drive I. Gontroctor, shall verify all dimensions and conditions In Feld and report any discreponcles to Architect before Commencing Office = 1,4'10 g 2. All construction and materials to be in oCCordonce with New York State BuildingGode and all local codes and 2nd Floor, self 5toroge = S,g33 � (&51)'134-21'1'1 Fax (&51)'134-21'18 regulations - Caretakers Apt = 1,4'10 oA`CI 3. Plumbing must be, in accordance with New York State codes. Provide copper, water, lines with performed Fittings. All Total -Building Area = 24,38 _ underground soil lines to be cast iron. Chapter 3 - 11se k Occupancy Classification 4. All electrical work shall Comply with New York Board of Fire Underwriters requoement5. Electrical contractor shall submit 302.1 Classification P PROJECT L CATION � A R G H I T E G T ct certificate from above ogenGy. Table Required separation between occupancies q 5: These Plans comply with New York State Energy Conservation Construction Code, 50-2.5.2 5-1 - B 3 hr, separation required Pi6iovarri and ASSOG. Arc I_ Iitec t5 6. Contro&tor shall verily location of all vtility lines, and report to architect any condition not consistent with drawings 5-I - R 3 hr, separation required 3 hour, separation provided .2& F �E �• 1. Drawings are not to be scaled, use dimensions only. Each Contractor, shall be held responsible For, his work, and 3li Storage Group 5 r`e5tOn Avenue Sao VV, NY 1151"1 discrepancies shall be called to the architects attention. Business B - AccessoryDEPOT LANE DEroT office 8. Plans, details, and elevations shown indicate intent and duality level. Provide all supports, bridging, blocking, and Resid R-3 - Caretakers Apartment ��re c0nnectlons as required G 4 y (5I Com) C�i l -3F�24 FAX (5� Com) �5�i -7138 311.2 Moderate Hazarra d Stoge roup 5-I Chapter 5 - General Building Height d Areas E mail Poog3@m5n.GOm , 10. Sprinkler ControCtor, to File as required in order to obtain approval from the local jurisdiction for all required work 503 General Height t Area limitations Il. Plumbing Contractor, to File as required in order, to obtain approval from the local jurisdiction for all required work Table Allowable height I building areas 12. Mechanical Controctor, to file as required in order, to obtain approval from the local jurisdiction For, all required work • 503 Type25 5-1 occ = 17,500 sF and 3 stories 13. Electrical Contractor, to File asuired in order, to obtain approval from the local jurisdiction for all uired work Actual area = 12,516 ond2 floors req. PP � �. 14. Fire Alarm Contractor to File as required in order, to obtain approval From the local jurisdiction for 12,516 < 1"1,500 Therefore OK all required Work Type 51o/Oce R-3 and B = '1,000 sf ond2715ty 15. Contro&tor, to obtain all permits for construction and obtain all required inspections and sign-oFF?s as required by local 1,410 < '7,000 Therefore OK authorities 2 SITE LOL.AT I ON PLAN 16: All Footis n to be on undisturbed soil (2 ton Min . con ) and Shall be 4000 ibcrete Chapter 6 -Types of Construction A -I g • � l; 602.2 Type I d 11 -N0n-Combustible�- • 11- All slabs on grade to be on -2 ton min, soil Table 601 Fire Resistance Ratings `\ 11. Contractor, should submit Certificates of Insurance's prior, to commencement of any work (Liability, workmen's Type i15 - 0 hour, rating For all components •: t compensation, builders risk and fine insurance). Table 602 Fire Resistance rating for exterior walls based on flee 20. Doors to have Commercial rade levered hardware as monuFoctured b SChia e D series arta deli n vol. separation oilstone g y g SP g Type IIB and 5b const greater than °10', and less than 30' 21. All handicap facilities, closers, etc: Shall conform to the latest ADA and ANSI standards. = 0 hour, rating required For, 5-1, R, and B occupancy M. Elevator, to be - 5,000 lb. Hydroulic,, 125 FPM as manufactured by OTIS or approved equal- 0 20'-0" minimum separation provided, Therefore OK ` rovide, shop drawings. Elevator, to be supplied with oil tank heater, baked enamel or, plastic' lam cab wall finish, I Corr•plete et of removable rotection blankets, Baked enamel steel Coiling, Fluorescent fighting, ca eted Floor - Chapter - Fire Resistance Rated Construction,:•, p 9Carpeted X04 Exterior, walls CV -0" x 1,,- 0" HM doors with baked enamel Finish (2 speed), Stainless steel handrails, Alum sill, Door, edge prate -;tion �•� iO4.8 Allowable area of openings shall not exceed values per, evice, Electronic detection device, Hall bell and lanterns (up and down), Position indicator, in each car Flush mounter' I` table '104.8 elephone box with rough wiring, Position indicators and ground Floor Emergency alarm bell, Provide, I ueor complete Table Fire, separotton Distance = 20' - 25' - no limit I maintenance and service, and Filing,approval, permit and sin off local authorities. Von -104.11 Parapets shall be provided For walls of buildings _ o pp p g by Exception I -The walls are not required to be Fire u 25.5ecurity cameras to be, selected under Seperote, Contract (NIG). resistance rated per, table 602 because of fire " Y Spdistance. I 'o(b FIRE BARRIERS - used to separation of single occupancy into / ""``"'-" '•%" CONCRETE NOTES fire areas X06.3.5 Separation of fire areas � .,•�,..�....•aN.M., I. All concrete Shall conform to all requirements of the AGI 318 and NY State Building code. Fire resistance ratings per, 302.3.3 x20.45W1! p H • .•CMN LNClpC. 110}11 f 2. Before excavation, contractor, shall verily location of utilities lines. '706.4 openings ,� 0 a e 3. All Foundation, 9 on slabs s Footin , rode, and walls Shall be, stone concrete having imote Compressive strength of Protected per -'114 -► ' "a'u" w""" -► s s 9 g on vltP g '114 3 Hour, wall requires 3 hour, door, • �1 4000 Si ®28 da s. Von y ' p y X0-1 Shaft enclosures 00 4. All reinforcement shall Conform to ASTM A-615' grade 60, welded wire fabric - Shall Conform to ASTM A185. "10'1.4 Fire resistance rating - Shaft enclosures Including/ ! 5: The Contractor Shall verify all dimensions and locations of all slots, pipe sleeves, inserts, eta, 05 required by other exit enclosures shall have a Fire resistance rating 1 a / �j// � J ♦ i trades prior, to ConCrete pour- of 2 hours for buildings 4 + stories and I hour, for buildings 0 ov ru ace a' w--uw Y • less than 4 stories r.y.+ • • „o x x 6: The following minimum ConCrete, Cover Shall be provided For, reinforcing bars: J r I and 2 hour, provided M with earth alter form removal 2' Cir 19 1. All new Column and wall Footings, and slabs on grade shall bear, on virgin or, compacted soil having a minimum 2 ton Chapter, q - Fire Protections Systems Q bearing capacity, qo3 Sprinkler 5ystems 6. Saw Cut control joints in Concrete slab. Not to exceed qOO sf max. 803-2.50) Group 5-1 occupancy exceeding 12,000 sf/floor, OR 24,000 sf total area sprinkler, system required 1•1400 Fire partition provided max area = 8,6133 sf y STRUCTURAL STEEL Total 5-1 Area = 8,0133 + 8,g33 + 3583 = 21,4401 !iI r � � F " 21,44q < 24,0000 { f I. All structural steel work shall conForm to AISG Structural steel For, buildin s, and NY State Buildin code. Therefore 5prinklewr, 59stem Not Req" d / )- n1 (7 "1 AS NOTCI) 9 9 I 8032.'7 Req'd in R occupancy - provided ! frw ° '-' 2. All steed beams, lintels, plates, etC., shall be, A50 steel having a minimum yield point of 50,000 psi, Von qO� Fire Alarm a Detectin 5ystems ,lad" PLUMBiNG,. ` 3. All Field Connections are yielded. Not ro 'd g = • •/r 3 B.P. #� ALL'PLUPJIBING WASTE \ 4. Minimum angle, thickness Shall be 3/8", and the minimum weld shall be, ?". q „� & WATER LINES NEED '��• 5: Anchor bolts, base plates, or, bearing plates shall be loCoted and built into Connection work, preset by templates or, Chapter, 10 -Means of Egress r aC BY TESTING BEFC�E COV ;R'•'�G similar, methods. Table Maximum Floor Arca Allowance per, Occupant .-ate" �L;UILD ,�G DEPARTMENT AT 6 Contractor, to submit she drowin s For, review rior, to fabrication. 1003222 500 sF/occupant - Warehouse P 9 P 100 sf/ Occu Business 8 IN' E IPM FOR THE0�� _. 1. All Connections of new steel to new steel shall be, bolted or, welded Connections. All connection bolts shall be, minimum 3/4" p ► �� NG INSPECTIONS: �_ l , er - , diameter, A325 Friction t e. Table 2E Egress - Resid i T PLUMBER CERTIFICATION '�. yP r U � ION REQUIRED �,� ^� R. • . , • g ,,;'POURED CONCRETE ON LEAD CONTENT BEFORE ,5. All welding must be done by licensed welders ouepted in 10&01 jurisdiCtion, too32.3 o2"/occupant - ons door, = 180 - / Actual max persons per, 3'-O" door, - 13 • �?;;C� - FRAMING, PLUMBING, CERTIFICATE OF OCCUPANCY q. All steed shall be shop painted. ' P USE IN. q < 180 Therefore OK r, FING, ELECTRICAL &CAULKING _ x Table, Travel Distance INA•____ N;ULATION SOLDER U CONCRETE BLOCK WALLS 4015.1 200' max travel distance without a sprinkler, system INAL - CONSTRUCTION & ELECTRICAL SUPPLY S STEM CANNOT Actual max travel distance = 80' Therefore OK ST BE COMPLETE FOR C C. ' EAD. ' 1. All mase walls shall be built from light Height Concrete, hollow units &rode N, T c I or, 11 with a minimum Compr, Table Gomidor, fire resistance ratings For, 5 occupancy with 'vJ EXCEE 2/10 OF ---a io L CJ I 'r L �ONSTP,UCTION SHALL MEET THE strength at east 2;000 psi g g yP p 1016.1 less than 30 occupants -Orating required I ✓ i ')-JIREMENTS OF THE CODES OF NEW i �- 2. Mortar for masonry walls Shall be Type M or, 5 having a minimum Compressive strength of 1,500 psi and Conform to the IS max persons per, floor, Therefore No roting_provided ONSIBLE FOR -`FIRE JN§�ECTION 1004.3.2.3 Dead ends - 20' maximum if more than one exit is required A-1 + DESIGN ORQ� P+STRUCTION ERRORS. NOTE: i�FQUI ^f EDISEFORI requirements of ASTM -210.20' Max PROVIDED OFFICE and CARETAKERS APARTMENT _ 3. All new masonry walls Shall be einlorced with horizontal DUR-O-WAL Trusses Standard Glass, Mill TO 5E FULLY 5PRINKLERED. TO ESE FILED OPENING Galvanized as speciFied in ASTM A 641. The horizontal reinforcement shall be, located at every other, Coarse of masonry Chapter II -Special occupancies - �� UNDER SEPARATE APPLOCATI'ON units unless otherwise noted. I 1108 5per lol Occupancies 4. Provide intregal waterproofing in masonry and mortar, as monul- By &race Masonry Products Ing (see 6enerol Notes) 1108.3 Self storage Facilities 60 total units require 5% Accessible units accessible units required 50+ provided REV 1 5 1 0 N 5 J a B" ' DO NOT PROCEED WITH. FRAMING UNTIL SURVEY, , _-/ �G�gTEREO,99 OF FOLLI�'DATI. I y �� o��,TloN �t THESE PLANS ARE AN INSTRUMENT OF SERVICE AND Q P\O A'/HA-S' L�, j, AP f-i0VED.• , •' 0 � SITE PLAN ARE THE PROPERTY OF THE ARGHITEGT-DAA.-- L INFRINGEMENTS HILL BE PROSECUTED- D R A IN N Z n CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS Nort For e torageN� � V i G i ova n n i & 26 preston avenue D A T E AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR Associates sea cliff, ny 11579 FIELD FIT AND QUANTITY OF HORK. NO ALLOWANCE L2/4/2013 SHALL BE MADE ON BEHALF OF THE CONTRACTORH E G E O'cN O�� (516) 671 - 3624 FOR AERROR OR NE6LECT ON HIS PART. Commerce Drive Cutchogue, New York Ew NY Architects fax(516) 759 - 7138 5 r- A L E A=O A5 NOTED 1 or- 12r - ---- - -------- - ---- - a k N 2804520" E 0.5 0.3'N _/ k FNG. gym' k J U 14 k 2� / 0 U � ��1� w HIGH I STORY PORTIC OCCUPANCY GROUP 5-1 J9 / >N U -CONST GLA55.2b 3555 sF k (Q / U� Ar %0 \ / 10 } oQ PNC. O.2'N e SITE FLAN F t - 1 y r ro FIRE DIV151 6' e.HAIN LINK FENCE 4' WIDE PLANTING BUFFER 2 STORY 5TORA(5E EWILD /2 STORY SELF STORAGE PORTION% OCCUPANCY GROUP 5-1 /C,ON5T CLA55-2b / /S,g93 sF PER FLOOR = 11,866 / /6RO55 BUILDING AREA / /13,822 sF Ist FLOOR / 10.405 sF_2nd FLOOR .24,221 sF TOTAL AREA X//// RE DIVISION S SPACES r �OBPNK Pyp,N'f1NG �FpER 4' WIDB 6' GNP�N �1N� FENCE SHRUBS SHALL BE PLANTED SLIGHTLY ABOVE ADJACENT GRADE 4" MIN. LAYER OF SHREDDED PINE MULCH PULVERIZED SOIL BACKFILL. SEE NOTE. ROOTBALL BUILDING FACADE OR WALL NOTE: All Plants - Prepored BoakFill: 5 Parts topsoil, I part pellets or packets OF tirne release Fertilizer, quantity o/p manufacturers instructions contractor, to submit sample and literature on fertilizer, prior, to use 3'-4' CEDAR TREES a 4'-0" o% X\\N\ \ \ \ 2 STORY PORTION CONST GLASS 5b (SPRINKLEREC OFFICE (Ist FLOOR) OGG GP B - 1410 sf WATCHMEN'S QUARTERS (2nd FLOOR) OCG GP R-3 - 1410 of r 5'-4" HIGH CEDAR TREES m 4'-O" o% (TYP). I I NORTH FORK self storage _ PHONE (631) 734-2177 ' PAINTED CARVED WOOD SIGN W/ INDIRECT ILLUMINATION WALL SION DETAIL A-2 1/4" ■ 1'-0" PAINTED CARVED WOOD NORTH FORK SIGN W/ INDIRECT Oelf Storage ILLUMINATION (631) 734-2177 -' cQR,00Rq �� Ro,4p 5 SPACE S REINFORCED BLACK RUBBER HOSE W EXIST. n t( ASPHALT N / GALVANIZED AIRCRAFT GRADE �.. DRIVEWAY O V GUYING GABLE - SIZED AS NOTED BELOW (3 REGIRED - 120' APART) PLANT MATERIAL L15T MK NAME SIZE ROOT REMARKS , x 8'-0" PINE STAKES GROUND SIGN (24 sf MAX) W/ PLACED AS SHOWN IN PLAN PLACED ORNAMENTAIL TREES + + X3.60 N f1/ PP Thundercloud Cherry 21/2-3 BIB Full Head A O EU Russian Olive i-8' BI B Full Heod D' H15H EASTERN RED BASE TREE SHALL BE PLANTEEDD SLIGHTLY A50VE SEEDED ARE CEDARS (TYP fort) ADJACENT FINISH GRADE CONIFERS D� REMOVE ALL TWINE 4 STRAPS 4 JV Eastern Red Cedor, 6'-7' BIB Full t0 Base GUT BURLAP FROM TOP V 1/5 OF ROOTBALL SHRUBS 3" SHREDDED BD Buddleia 3-4"" BIB PINE MULCH ICG Compact Inkberry 2=1' 54B VAC: Voccinium Gory. Blueberry 2 B45 EDGE OF ROUGHEN L TREE PIT INSTALLATION PRIOR TO INSTLATION OF TREE MULCH RING PERENNIALS MD Montauk Daisy 1901 Cont ;V white R5 'Block Eye Susan 1901 Cont 15" O/c gold 50D 3" HIGH 501E SAUCER ABT Silver, mound ll 901 Cont 15" o% e SOD LSP 6o ftother 1901 Cont 15" o%_— — — EXISTING —III—I � I—I I I S I—_� undisturbed VINES Ord ESPALIERS _ IM IMI ode I Ed I I— �ubg�de JP Blue PociFic Juniper 18-24" Cont 2 % '-6" o III=III: PULVERIZED 501L BACKFILL GROUND GONERS I I—III—III — — + I PART FERTILIZER (5-10-5) E6 Emerald Gaiety Enunymus 15 -IS" Cont IS" O/c —I RIR I I=I I=I I III—III: PARTS TOPSOIL 11 la I—. LS Creeping Lii turf 1901 Cont 12" o/6 —I I I—IIIIiii—I 6" MIN. I—I I—I Cont JB Blue Star Juniper 13-15N IS" o% b" MIN I I—I I I—I I I—I — ____ —I i I—III—I i I I I —' _ _ _ _—I—III—III TO BEUTILIZED FOR —I I I-1 I I—I I I=1 I I—I 11—I I I—I I I-1 I I—I 11-11 I—I I I— TREES 10" IN HEIGHT -1 I I—III—� 11=1 I I—I 11— I I=1 I—III—� 11=� I—I 11—I I AND UNDER a k N 2804520" E 0.5 0.3'N _/ k FNG. gym' k J U 14 k 2� / 0 U � ��1� w HIGH I STORY PORTIC OCCUPANCY GROUP 5-1 J9 / >N U -CONST GLA55.2b 3555 sF k (Q / U� Ar %0 \ / 10 } oQ PNC. O.2'N e SITE FLAN F t - 1 y r ro FIRE DIV151 6' e.HAIN LINK FENCE 4' WIDE PLANTING BUFFER 2 STORY 5TORA(5E EWILD /2 STORY SELF STORAGE PORTION% OCCUPANCY GROUP 5-1 /C,ON5T CLA55-2b / /S,g93 sF PER FLOOR = 11,866 / /6RO55 BUILDING AREA / /13,822 sF Ist FLOOR / 10.405 sF_2nd FLOOR .24,221 sF TOTAL AREA X//// RE DIVISION S SPACES r �OBPNK Pyp,N'f1NG �FpER 4' WIDB 6' GNP�N �1N� FENCE SHRUBS SHALL BE PLANTED SLIGHTLY ABOVE ADJACENT GRADE 4" MIN. LAYER OF SHREDDED PINE MULCH PULVERIZED SOIL BACKFILL. SEE NOTE. ROOTBALL BUILDING FACADE OR WALL NOTE: All Plants - Prepored BoakFill: 5 Parts topsoil, I part pellets or packets OF tirne release Fertilizer, quantity o/p manufacturers instructions contractor, to submit sample and literature on fertilizer, prior, to use 3'-4' CEDAR TREES a 4'-0" o% X\\N\ \ \ \ 2 STORY PORTION CONST GLASS 5b (SPRINKLEREC OFFICE (Ist FLOOR) OGG GP B - 1410 sf WATCHMEN'S QUARTERS (2nd FLOOR) OCG GP R-3 - 1410 of r 5'-4" HIGH CEDAR TREES m 4'-O" o% (TYP). I I NORTH FORK self storage _ PHONE (631) 734-2177 ' PAINTED CARVED WOOD SIGN W/ INDIRECT ILLUMINATION WALL SION DETAIL A-2 1/4" ■ 1'-0" PAINTED CARVED WOOD NORTH FORK SIGN W/ INDIRECT Oelf Storage ILLUMINATION (631) 734-2177 -' cQR,00Rq �� Ro,4p O � � 0 + (D+ ,„ v + I - z 5 SPACE S W EXIST. n t( ASPHALT w F. �.. DRIVEWAY O PROP05ED FREESTANDING , 0\ GROUND SIGN (24 sf MAX) W/ INDIRECT ILLUMINATION MAX + + X3.60 N f1/ HT = 4'-O)44�0.CIT A O D' H15H EASTERN RED SEEDED ARE CEDARS (TYP fort) D� W SECURITY KEYPAD 8' H16H EASTERN RED CEDAR (TYP for 5) T V �J IG r0- .p O � � 0 + (D+ ,„ v + I - z 5 SPACE S EXIST. O � � 0 + (D+ ,„ v + I - z EXIST. t( ASPHALT 1L1 �.. DRIVEWAY O + + X3.60 _ pNG- A O D' H15H EASTERN RED CEDARS (TYP fort) D� SECURITY KEYPAD NO T GATE OPERATOR r0- .p 4 FREE STANDING SION DETAIL A 1/4" = 1'-0" JOB w REVISIONS �G\STEFR? 15-50 '40 A. o, THESE PLANS ARE AN INSTRUMENT OF SERVICE AND O BOG ARE THE PROPERTY OF THE ARCHITECT.Nort Fo e to' rage ) n INFRIN6EMENTS WILL BE PROSECUTED. D Rw N N z -r CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 6g AND, DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE ANEW YC)P� SHALL BE MADE ON BEHALF OF THE CONTRACTOR h E G K E FOR ANY ERROR OR NEGLECT ON HIS PART. Commerce Drive Cutchogue, New York TC 4�. �4 .�C► SITE I KEY MAP scALE. I. " eoo' i DAA, ° ° SITE PLAN Di G i ova n n i& 26 preston avenue D A T E Associates sea cliff, ny 11579 11/11/2013 ,' •(516) 671 - 3624 i Architects fax(516) 759 - 7138 5 G A L E / A5 NOTED I of 8 / FOUN[7)AT I ON FLAN 1/8" = 1'-0" GENERAL NOTES I. ALL WORK PERTAINING TO SHEETING, BRACING, SUPPORT OF ADJOINING LOTS AND SIDEWALKS, PLACEMENT OF FOUNDATION CONCRETE ON SOIL SUBGRADE 15 SUBJECT TO SPECIAL INSPECTION DESIGN FOR 5HEETING t BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL INSPECTION i PAID BY THE CONTRACTOR. 2. PROPER NOTICES SHALL BE 61VEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE: 'BEFORE ANY WORK 15 COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION, ALL PE;25ON5 RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 HOURS PRIOR TO SUCH COMMENCEMENT.' 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH THE NY5 BUILDING CODE+ "NO FOUNDATION OF EARTHWORK F!RMIT SHALL BE ISSUED -UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING LOTS, i3UILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED FOUNDATION WORK OR EARTHWORK OPERATIONS." 4. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEA5T24 HOURS WRITTEN NOTICE 514ALL DE GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PCRMIT HAS BEEN 155UED. 5. ALL WORK PERFORMED IN CONNECTION WITH SHEETING, BRACING, EXCAVATION SHALL ADHERE TO THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE, REGULATIONS OF THE NEW YORK STATE DEPARTMENT OF (LABOR AND OSHA. b. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION, THE ADJOINING PROPERTIES, AND 5TREET5 SHALL BE V15UALLY SURVEYED BY THE CONTRACTOR, SUITABLY MARKED WITH PERMANENT MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF DETERMINING CONSTRUCTION -RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECONSTRUCTION DAMAGE CONDITION SURVEY OF THE ADJOINING PROPERTIE5 SHALL BE MADE IN WRITT'N AND PICTORIAL FORM, AND TWO COPIES SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE. ti REV 151ON5 1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE ELEVATION OF THE WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED 50 AS TO PREVENT DISTRESS TO ADJOINING STRUCTURES. 6. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE %30RADE OF THE EXCAVATION, ANY AND ALL BRACING AND BLOCKING, AT THE COMMENCEMENT OF EACH SHIFT, TO A55URE INTEGRITY, PRIOR TO PERMITTING WORKMEN TO WORK WITHIN ANY EXCAVATED AREA. q. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING SYSTEM 15 TO BE UTILIZED, THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBGRADE CONDITIONS PRIOR TO START OF WORK. THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS (PER REQUEST OF OWNERS). UPON COMPLETION OF EXCAVATION. CONCRETE BLOCK WALLS I. All masonry walls shall be built from concrete hollow units Erode N, Type I or, II with a minimum compressive strength at least -2,000 psi 2. Mortar, for masonry walls shall be Type 5 having a minimum compressive strength of 1,500 psi and conform to the requirements of ASTM -210. 3. All new masonry walls 6 to l2 Inches thick shall be reinforced with horizontal WR--O-NAL Trusses Standard Class, Mill 6olvonized as speufied In ASTM A 641. The horizontal reinforcement shall be located at every other, coarse of masonry units unless otherwise noted. 4. Provide Intregal waterproofing In masonry and mortar, as manuf. Ery Grace Masonry Products In 5: Provide "Dry Block' integral masonry water, proofing per, manufacturer's instructions by &roc- Masonry products. Exterior Tupicol Allconcrete block. Submitcu domentation. (� Provide "Dry Block" mortar, admixture r manufacturer's instructions by Grace Masonry produ Submit documentation. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS ANP DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. FOUNDATION NOTES I. ALL FOOTINGS ARE TO REST ON SOIL HAVING A MIN. SAFE BEARING CAPACITY OF 3 TONS PER SQUARE FOOT. 2. ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED, AND PIIERS SHALL BE ADDED, REDUCED OR INCREASED IN HEIGHT, ALL AS APPROVED BY THE ENGINEER, WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER OR HIGHER ELEVATION THAN SHOWN ON THE PLANS. 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER, THAN ((VERTICAL) TO-2(HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS. b. THE DESIGN OF THE FOUNDATION 15 BASED ON SOIL INVESTIGATION. CONCRETE NOTES I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (AGI) 318 2011. 2. ALL CONCRETE, EXCEPT A5 SPECIFICALLY NOTED ON PLANS, SHALL BE LIGHT WEIGHT OR STONE CONCRETE HAVINOAN ULTIMATE COMPRESSIVE STRENGTH AS L15TED BELOW: -FOOTINGS, FOUNDATION PIERS, FOUNDATION MAT. 4000 P51 NORMAL WEIGHT -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT -SLAB ON GROUND 6500 PSI NORMAL WEIGHT (4000 OFFICE) -FLOOR SLABS 3500 P51 LIGHT WEIGHT 3. REINFORCING FOR REINFORCED CONCRETE ELEMENT5,,UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615, GRADE 60, AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 PSI. 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615, GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 PSI. 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE 5'TRENGTH OF '10,000 PSI. b. MINIMUM REINFORCEMENT PROTECTION, UNLESS OTHERWISE SHOWN, SHALL BE 3/4" FOR SLABS AND INTERIOR FACES OF WALLS, 1-1/2' FOR BEAMS AND GIRDER5,2" FOR EXTERIOR FACES OF WALLS, 3" FOR FOOTINGS AND OTHER STRUCTURAL CONCRETE DEP051TED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED `' PRELIMINARY TEST (PER NYCBC) HAVE BEEN MADE AND APPROVED. 1. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION �s JOINTS, SUCH A5 DAYS END POUR JOINTS, SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXP05E AGGREGATE FOR CHEMICAL BOND. WET THOROUGHLY AND SLUSH JOINT WITH 1.2 MORTAR, 1/2'THICK, NOT MORE THAN 5 MINUTES BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 5. ALL OPENINGS IN FOUNDATION WALLS, VNLE55 OTHERWISE SHOWN, SHALL HAVE (2) Ob BARS ADDITIONAL ON ALL 51DE5 AND SHALL EXTEND -'-b' BEYOND EDGE5 OF OPENINGS. q. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT -IN -WORK, SLEEVES, OPENINGS, INSERTS, ETC. A5 REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. 10. ALL RE -BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER ACI CODE. II. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL (LATEST EDITION). 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCE550RIE5 AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CR51 'MANUAL OF STANDARD PRACTICE' (LATEST EDITION). 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4' UNLE55 A HIGH RANGE WATER -REDUCING ADMIXTURE 15 U5EP. THE SLUMP OF WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 6'. 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 6 PERCENT. 15. COARSE AGGREGATE 51ZE SHALL BE NO. 51 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DE516N5 FOR REVIEW BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE ALL STRENGTH DATA NECE55ARY TO SHOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FIELD EXPERIENCE METHOD. 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THICKNE55 SHOWN ON THE PRAWINC75 ON VAPOR BARRIER. 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNE55 OF 6 MIL5 (.006), FREE OF PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ALL JOINTS SHALL BE LAPPED 12' AND TAPED. 16. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL 5LA55 ON GROUND. COMPACT (IF REQUIRED) FILL TO q5% OF MAXIMUM DENSITY IN CONFORMANCE TO A5TM 015571-bbT. MATERIAL SHALL CONSIST OF HARD, DURABLE PARTICLES, FREE OF ORGANIC MATTER, RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE SHALL BE2% 10% TO bO% BY WE16HT RETAINED ON THE #10 SIEVE, LE55 THAN 40% BY WEIGHT PASSING THE No.60 SIEVE, AND NOT MORE THAN 10% WEIGHT PASSING THE No200 SIEVE. Iq. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN 5LA55 ON GROUND SHALL BE LIMITED TO ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE ONE-THIRD THE THICKNE55 OF THE SLAB. 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT t INSERTS. North Fork Self Storage Commerce Drive Cutchogue, New York JOB • 50 p ARCy� 2 DRAWN �� ) 11 H E G K E 10 Of SPECIAL INSPECTIONS I. PRIOR TO BEGINNING ANY WORK, THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED PROFESSIONAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS AS REQUIRED BY NYS BC. QUALIFICATIONS SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH SIMILAR WORK. 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: A. CONCRETE CA5T-IN-PLACE BC 1104.4 B. SOIL - 51TE PREPARATION BC 1104.1.1 C. 501L - INVESTIGATIONS (BORIN6/TEST PITS) BG 1104.1.4 D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BC 1104.101 E. CONCRETE TEST CYLINDERS. BC 10105.6 F. CONCRETE DE5I6N MIX BC 10105.3 3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTIONS ARE NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE SITE PERSONALLY OR SEND A PERSON UNDER HIS OR HER DIRECT SUPERVISION. 4. THE SPECIAL INSPECTION ENGINEER, SHALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH INCLUDES THE FOLLOWING INFORMATION: (1) ADDRESS OF THE PREMISES, JOB NUMBER, CONTRACTOR'S NAME AND ADDRESS, (11) DATE AND TIME OF EACH INSPECTION INCLUDING A. NAMES OF PER50NNEL WHO INSPECTED THE SITE, AND B. ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. 2) ANTICIPATED FIELD CONDITIONS; 3) PROPER EXECUTION OF THE WORK; 4) GOOD ENGINEERING PRACTICE; 5) SAFE JOB-51TE CONDITIONS, b) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY REASON. (111) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HIS OR HER OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION SITE. b. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES 1. UPON REQUEST OF THE DEPARTMENT OF BUILDINGS, THE SPECIAL INSPECTION ENGINEER SHALL MAKE AVAILABLE DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OBIEDIN65 DAA DiGiovanni & Associates Architects 11 °n o I FOUNNDATION PLAN 26 preston avenue D A T E sea cliff, ny 11579 12/4/2013 (516) 671 - 3624 fax(516) 759 - 7138 5 G A L E A=2 A5 NOTED 3 OF: 12 I // 01 SEE PLAN 01 k3 EDGE BAR #4 012" ELEVATOR DWL'5 SHAFT DWL'S x —x—x— —x— --------- ` ------------- —x— x—x J x4 m12" E.F. - w d D ®ted 7EVELJATORCOMPACTEDwY=PT SOIL Cl-1 6" 10" 2'-0" o ' 00 11 • —" — �5 B12" IL _j SUMP PIT . / / E.W. (TOP d BOTT) 1 BEYOND L------ E.W. TOP d BOTT. 74 n SECTION ,0 ELEV. PIT i!2" • r -o• REFER TO PARTITION SCHEDULE I INTERIOR PARTITION bxb W2.OxW2D W.W.F NOW #4 RE -BAR x 4'-0" 0 12' O.G. T/ SLAB ON GRADE x x x « x x . EQUAL •, ' • ► ' ' EQUAL TIN 6 . MIN. VAPOR BARRIER COMPACTED 501L� -2 -0" 04 RE -BAR B 12" O.G. 4" GRAVEL FILL NT5 n TYPICAL HAUNCH DETAIL U_ t= J 0 TYPICAL WALL STEPPED FOOTING DETAIL R E V 1 5 1 0 N 5 TC K NT5 t C tr WALL BEYOND T.O.5LAB EL. VARIES LINE OF ASPHALT PAVING (PITCH A5 SHOWN) bxb IAIW042.0 W.W.F. PITCH 1/4" t. ASPHALT PAVING - u � x x - QA d T.O. WALL 2" R1510 INSUL. %4 BAR 5 m 12"0. ° EACH Y / EACH FACE cn d ° • d dd #5 5TL RE -BARS CONT. q a- o ° ° Z ° d MIN: SECTION ® ENTRY DOORS 1' RIGID INSUL. LINE OF ASPHALT T.0.5LAB EL. +0'-0" PAVING (PITCH A5 SHOWN) bxb W2.OxW2.0 W.W.F. ASPHALT PAVING ^x x x_x dl T.O. WALL � � d 2" RIGID INSUL. 164 °4 BARS B 12° O.G. zo O EACH WAY / EACH FACE m 6' ° d d da #5 5TL RE-BAR5 CONT. d o a q °ke— ° u d d M 2'-0" MIN. SECTION EXTERIOR WALL HORIZ. REINFORG. TO RUN THRU JOINT UNINTERRUPTED 2 IL2" h � F-- WATERSTOP ~ CONT. NOTE: I. PLACE CONCRETE WALL5 IN ALTERNATE SECTIONS NOT TO EXCEED 50.0 FEET IN LENGTH CORNER INTERSECTION CONSTR. JOINT TYPICAL CONCRETE FOUNDATION WALL DETAILS I 2- #5xb'-0" LONG SPLICE 'G° _2'-0" MINIMUM AT EACH CORNER " " WHICHEVER 15 GREATER I- EACH FACE I �jw �7— OPENING z Q o • N � 1/2 NUMBER OF BARS INTERRUPTED BY OPENING BARS INTERRUPTED PLUS ONE TYPICAL ON BY OPENING EACH FACE OF OPENING TYPICAL DETAIL OF OPENING IN CONCRETE WALLS THESE PLANS ARE AN INSTRUMENT OF SERVICE ANCA ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS ANG DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD PIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. bxb W2.OxW2.0 104.1' (UON) SLAB•ORADE I GONTINUOU5 WALL FEINFORGEMENT #3 012" STIRRUPS x3 ®12" TIES 8- #6 VERT, #3 5TI 5. VI OPTION 1 OPTION IF, TYPICAL PIER REINFORCEMENT DETAIL 1 1/2" SLAB REGE55 m O.K DOORS (SEE PLAN - TYPJ T.0.5LAB EL. +0'-0' LINE OF ASPHALT I'-0" PAVING (PITCH A5 5HOWN) bxb W2.OxW2.O'W.W.F. — .1 \�, IPITC SPHALT PAVING x x_x vn T.O. WALL 2" RIGID INSUL. a d q %4 BARS a IT O.G. EACH WAY / EACH FACE cn ° d ° • d , ° a #5 5% RE -BAR 5 CONT. o d o a 2'-0° MIN. SECTION .0 ROL.L.V1 DOOR JOBB Nort F o S e tora e 13-✓�/ p,RC1iIT DRAWN LU � O Y ' 869 a0 Commerce Drive Cutchogue, New York H E G K E `STATE Of 2'-0" X. A5 REQ 2'-0" X_ A5 REQ' LIt 6 ELEVATOR PIT PLAN .-2 1/4" : 1'-0" DiGiovanni & Associates Architects FOOTING SCHEDULE SOIL BEARING GAPAGITY=I T517. MARK SIZE DEPTH BOTT. REINF. EA. WAY PIER SIZE (SEE DETAU PLAN F3.5 3'-Wx3'-b" _24" 4-#4 2'-0" x 2"-0" F4.0 4'-0"x4'-0" _24" 5-#4 2'-0" x 2"-0" F5.0 5'-0"x5'-0" 24" 5-#4 2'-0" x 2"-0" an FOUNDATION DETAILS oa 26 preston avenue D A T E sea cliff, ny 11579 12/4/2013 (516) 671 - 3624 fax(516) 759 - 7138 SCALE A5 NOTED 4 OF 12 i T r ■ • ° , ° ■ 1le), • 1 ■ I le)'-er ° 1fol-er Ile)'-e)" I le)' -e),214 - W Q Q O 3 BEARING WALL CENTERLINE (TYP) u Q b b z0 3 10x30 10x50 10x50 10x30 10x50 10x30 10x50 - UP 8 '7R as -' BREAK RM ' '✓ '� ■� 6 STAIR � .1 '' I ® A ■ O h 4 1 N _ IgR I I O O EX LT COUNTER EX LT — CFFIGE T x 4' GONG 5 AB SPANNING BEARI G WALL ON METAL GK (TYP) FROM E ABO p�p p STOR ® 3 0 ■' - O �— o ■' 0" 3 HOUR s" GONG � wM,-er Imo° Ln x BLOCK FIREWALL ry x x — p 015PLAY AREA ®r,x O ' Ib (IM� ' x 161 LUSH -BATHROOMHG - 3 HOUR 8" CONG BLOCK FIREWALL HG SEE — x b/A-'i FOR O INFO X LINE OF METAL • AWNING ABOVE A O (simmilor) ryLn O O O ■4�6- x xAX4 I 0 �FmEX LTry GOPY/F15g POST ROLL IN 5H ON 'R 3 E ll 5 51M-2 HR 1 w w J ' �y EX LT ■1 EX LT-G� w o LN LU HtooG kn 77q Lr iey-er LL ry O • PI(D Y c ATO EX LT 5 SIMS HR 51MI HR 5 E HIGH STORAGE o 0— m NrvR� © lox 3,583 sf — IO x 10 Z b b b II O - -, 5 x 14 10 x Ib ■ O1 10 x IS MA(HINEA)TILITY H O 4 STORAGE ROOM 10 x.20 x 10 x-22 - — 1 _ 10 x-25 5. 4 L10 x -2l FD a- ■1 ' LIFT 10 x.29 m Q EX, LT , 5 SIM.2 HR 10 x 31 - H 5 O 8 LL -y'T i •1 ' IJP 3 STAIR #1Ig 3 EX LT 3 I Do I 1 14'-W . Y -8 ° WOOD FRAME GON5T 1410 sF 9'-0' LONG SPAN TRU55 GON5T 1 :Q O Q Q METAL 5TANDIN5 METAL STANDING NOTE: SEAM ROOFIN5 SEAM ROOFING • (GLASS B MIN) 'Z' PURLINS (TYP) (GLASS B MIN) 1. ALL PARTITIONS TO BE TYPE lO WN (TYPJ w -2. ALL OFFICE/APARTMENT PARTITIONS TO BE TYPE �UON (TYP) F I RST FLOOR PLAN THA'" i FLASHING A-2 13,886 sf I/8" = I' -O" •z• PURLINS (TYP) SMOKE TIGHT JOINT SMOKE TIGHT JOINT ft 5" GONG. BLOCK b' GONG. BLOCK 01.6-3) f METAL FRAMING NLG -3) ASSEMBLY UL x 007 A55EMBLY JJL x 1K107 x STRAPPING 3 HOUR RATED 3 HOUR RATED 2 METAL FRAMING I WOOD TRUSSES � 1 2 TOP OF FIRE NALL Gond A 3 TOP OF FIRE NALL Gond 8 A-2 C HIGH STORAGE/5ELF STORAGE 1/2"= I' -O" 0 SELF STORAGE/OFFICE/APARTMENT I/2" = P -O" JOB 0 REVISIONS - 13-30 PEGIS RFO 0 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND D A• O 15t FLOOR PLAN 0 0 ARE THE PROPERTY OF THE ARCHITECT.O For Seora DRAWN /�� DAA INFRINGEMENTS WILL BE PROSECUTED: • CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS = < -4 1. QiGiovanni & 26 preston avenue DAT E AND DIMENSIONS AND SHALL'BE RESPONSIBLE FOR FIELD FIT AND QWANTITYOFPORK. NOALLOWANCE �js9 Associates slra cliff, ny 11579 11/11/2013 BE SHALL MADE ON BEHALF OP THE CONTRACTOR H E G K E (516) 671 3624 A=4 FOR ANY ERROR OR NEGLECT ON HIS PART. Commerce Drive Cutchogue, New York Fw YORK Architects fax(516) 759 - 7138 5 G A L E A5 NOTED 5 OF 8 I i I • - - -- - - --- - I I ' m Q i I n ■ 1 1 O -0 • - „ n - , 1 n ■ 1 ■ A 1 ■ 1 ■ 1 N 1 1 N 1 1 N 1 1 N 1 I 1_ ' 1 1_ 1 je)1_ 1 1_ M 1 101-01 ■ 1 101-0" _ n 1 1_ 11 ■ 1 1 p 1- 11 _ Q p 3 v Q 3 6 6 I OII I Q Q D ----- ----- E------ Z:,7 10x30 10x30 10x30 10x30 10x50 10x50 10x50 10x30 10x30 10x30 EX TTAIR 10 x25 1 q pN _G�CG.1 g KITCHEN 2 •� - 1n1_41 - POST x E BEDROOM 5T1JOY ly R DOETO c' O IX O ME L SPANDREL BETW N BEARING WALL (T P) — - - I I - o -z= I • 4 R DSGE 0 x �� I O L „ O (2) 1 'S/4” x 14" L RIDGE .� •1 11 In O 3 H R 8 GONG I 1 BL K FIREWALL xl R pN' BAT LIVING/DINING RM. — ® 1 " o o 3 HOUR GONG 8 BLOC FIREWALL - 1 11 1 11 1 II 1 O1 ML Rg/D E 11 O LINE OF ME AL 1 _ o AWNING BE OW 4-9--A" N4' -AN _ N 1 p - o 0 0 0 o `o q � 2" x 1011 3 x EX LT _ 5 SIM2 HR EX LT-+ _ ---- \ O ® I " OG - H '� , 0,5'4'— x H xPRS° OPEi� BELOW-� •1 O E ATO I ro HyM'n.i 5 51M2 HR 40 x q — — — — — —•'—q— — — 011 H 10 x II P05T T LINE OF FLAT b RIDGE b ' x ROOF PORTION 10 x 14 A-1 ABOVE 10 x I6 1 I 10 X-20 H 4 10 x22 / 10 x-25 I i - - 10 X-21 • 1 �O LIFT 10x21 Sn I 5 51M 2 HR 10 x 31 H I I � 1 10 x 33 j 1 DN EX LT v Q I ' iqR EX LTI q p I STAIR xl Ir I q b I 3 I I 3 1 p _ 11 1 ■ _8 WOOD FRAME CONST 1410 sf 150'-0" n n " 1 1 V < [0 < Q Q QD « NOTE: I. ALL PARTITIONS TO BE TYPE ID JJON (TYPJ I S E G O �i C) FLOOR L O O R F I A I 31_0" 1 2. ALL OFFICE/APARTMENT PARTITIONS I +� AWNINt TO BE TYPE UON (NPj A 10,402 sf I/8" = I' -O" it FROM RODS. • II MR im I I I 0 . I - I I FLAT ROOF FLAT ROCF I m< I �< i 2 ROOF FLAN a P' 10,402 sf I/16" = I' -O" 10 El • R E V I S I O N S ✓'✓�/ PEGISTER�O I � 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND PN 1D A. O 9DAA -2nd FLOOR P L� A I `� ARE THE PROPERTY OF THE ARCHITECT.Nort F o e tor e D R w N O C0��2 INFRINGEMENTS WILL BE PROSECUTED. co D m D i G i ova n n i& CONTRACTOR SHALL VERIFY ALL FIELD WNDITION5 �� y 26 preston avenue DATE AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR �8 FIELD PIT AND QUANTITY OF MRK. NO ALLOWANCE Associates sea cliff, ny 11579 11/11/2013 SHALL BE MADE ON BEHALF OF THE CONTRACTOR - FOR ANY ERROR OR NEGLECT ON H15 PART. H E G K E � YO Architects fax6) 671 - 3624 A=5 Commerce Drive Cutcho ue New York (516) 759 - 7138 5 G A L E g • A5 NOTED 26 of 8 METAL TRIM a KNOOV45 METAL 5TANDINO SEAM ROOFING (TYPJ METAL 510IN6 (TYP) �I�I!!� SII ---------- �'� IN min 0 1 'Ellin's - - - - - - - - - - - - - - - - Poo EAI -"r ELEVATION 1/51, = 11-01' METAL 5TANDINO SEAM ROOFING (TYPJ METAL TRIM 6 KNOOV45 METAL 510IN& (TYP) METAL STANDING SEAM ROOFING (TYP) TO PLATE CN Tr TO -2rFLR EL +I '-8" �j 11 1 TO Ist FLC TO Ist FLR DATUM EL. DA'rUM EL +0'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - i -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — VINYL 510IN5 (TYP) METAL LEADERS 1 -15 WATT WALL PACK LIGHTING 20'-0" X20' -O" METAL ROLL UP GUTTERS a t40' -O" O.G. FIXTURE (TYP) DOOR (FIANL SIZE TO BE DETERMINED TYP) (TYP) NEST ELEVATION ROOF REII)R� 0 - HORIZONTAL VINYL SIDING CULTURED - STONE CAP P, E \/ 1 5 1 0 N 5 ---_CULTURE0 STONE BASE TO Ist FLOOR DATUM EL. +0'-0" L- - - - - - - I :: I ------ I ------- F VINYL 510INO (TYP) DECORATIVE LIGHTING FIXTURE SET IN CANOPY (TYP) NORTH ELEVATION 640) 1/9511 = 11-01; THESE PLANS ARE AN INSTRUMENT OF SERVICE AND, ARE THE PROPERTY OF THE ARCHITECT. INFRIN&EMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND, SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. FIXTURE (TYP) D`0-0R(F'1`ANL SIZE 'T 0"B' -E 'DETERMINED TYP) SOUTH ELEVATION �'A - 6) I/all = 11-011 JOB of Mora ore VRAWN P OlLt Fo-1U �3_� Commerce Drive Cutchogue, New York DiGiovanni & Associates Architects " 0 El I ELEVATIONS 26 preston avenue 0 A T E sea cliff, ny 11579 (516) 671 - 3624 11/11/2013 fax(516) 759 - 7138 SCALE A5 NOTED -2 of 8 D 0 0 5 G H E D J L E TAO DOOR 51ZE THK D 0 0 R FRAME 5ADDLE HDWR DOOR STOP RATING REMARKS TYPE MAT'L 1 3'-811 X 1'-0" --- G MTL --- -- I 3'-0 1/2" 4'-5 31811 INTERIOR ROLL -UP 2 8'-O" x 1'-0" -- G MTL. --- -- I E 3'-0 1/2" INTERIOR ROLL -UP 3 T-0" x 1'-0" --- G MTL. --- -- I PROVIDE 67RILLE5 MOISTURE RE515TANT GYP. BD. INTERIOR ROLL -UP 4 3'-0" x 1'-0" --- B HM HM ALUM 5 IN BATHROOMS W/ GEMENTITIOU5 PROVIDE OL05ER , INSULATED METAL 5 3'-0" x 1'-0" --- B HM HM -- 2 0 1 1/2 HR FP5G 6 3'-8" X 1'-0" 15/411 D HM HM ALUM q * PROVIDE GLO5ER 1 4'-0" x 1'-0" 15/411 D HM HM ALUM q PROVIDE CLO5ER (51MILIAR TO D ) 8 31-0" x 1'-0" 15/411 A HM HM -- 5 q 3'-0" x 1'-0" 1 314" A HM HM --- 1 3 HR FP5G 10 20'-0" X -20'-O" --- G MTL MTL --- 6 ELEGTRIG OPERATED II &'-0" x V-0" --- G MTL MTL --- I EXTERIOR ROLL -UP 2 3'-011 x 1'-0" 1 314" A HM HM ALUM 1 PROVIDE GL05ER , INSULATED METAL IE 1NEATHERSTRIPING 13 31-011 x 1'-0" 1 3/4" A HM HM AL• )M 5 * PROVIDE OL05ER , INSULATED METAL d WEATHERSTRIPING 14 (2) 3'-0" x 1'-011 1 3/4" G 56 WD WOOD ALUM 4 PROVIDE GL05ER & WEATHER5TRIPINO 15 3'-0" x 11-0" 1514" A 56 WD WOOD --- 1 PROVIDE H/G GL05ER I6 3'-0" x 1'-0" 1 314" A 50 WD' WOOD MARBLE 10 11 31-0" x 1'-0" 1 314" A 5G WD WOOD -- 5 lb 2'-0" X 6-8" 1 31811 A WOOD WOOD -- 2 Iq 2'-6" X 0 -8" 151511 L WOOD WOOD -- 10 W/0 CLOSER 20 (2) 2'-0" X 6'-8" 1 3/8" F ' WOOD WOOD -- 2 21 2'-4" X 6'-8°' 1318" A WOOD WOOD MARBLE 10 W/0 G105ER 22 2'-6" X 6'-8°' 1 318" E WOOD WOOD -- 3 23 2'-0" X 6-8" 1318" E WOOD WOOD -- 3 —--- /---=-311 VTRL------- — —VTR — --- —311 VTR T----- ROOF ------------------------------- ------- — --- I T --� — -211 I I /2 I I/2" I/2"' -1/2" ( I I I I KIT.I I SINK I WB WG I I . WG NM 1 I DW SH WER ° TT FLOOR -211 211 41 1 1/2' 2' 211 2" 411 1 1/211 2 11 211 411 2 11 211 -211 411 _ 501 L STACK 'I 1 1/2" T,1/211 51 NK 4" 501L STACK I KIT. WB I2" WB 1211 II 1/2" WG WG } 5" FA I FIRST 3" 2" 1 1/2" 1 1/2" 5H WER ---------- -------------- --- ------ — --- -- 411 2 311 4" 4 41 411 4" Hardware/Door Notes: Type I - Interior roll up - 22 gauge corrugated galvanized steel with slide lock, padlock provisions and two IiFt handles. Polypropylene wear strip, IS gauge galvanized guides, 12 gauge support brackets and spring ten5ioner with extruded aluminum bottom bar and weatherstripping. (color as selected)) Type 2 - Provide levered hardware - both side always unlocked. Type 3 - Bi -fold track and hardware w/ pulls. Type 4 - Deodbolt locking hardware, locked and unlocked with key From either side and locking levered lotch5et. (Push bar - arch pull outside) Type 5 - Provide levered hardware - entry with key only, inside always unlocked. Type 6 - Electric operated insulated roll up door. Provide goly. guides $ weather stripping (typ) Type I - Provide levered hardware locked a unlocked w/ key from either side. Type 8 - Insulated exterior roll up - 22 gauge corrugated galvanized steel with slide lock, padlock provisions and two lift handles. Polypropylene wear strip, lb gauge galvanized guide5,12 gouge support brackets and spring ten5ioner with extruded aluminum bottom bar and weatherstripping. (color as selected)) Type q Provide levered hardware 8 electric strike - operated from keypad on exterior - interior always unlocked Type 10 - Provide levered hardware privacy locked w/ emergency release outside - provide h/c closer. I y " 55 GRAB BARS (TYPJ - a. 41_011 . 1 O h - TOILET dJ ' 4'-8" I 5 r H.G. TOILET AS MANUF. BY KOHLER I / OR APPROVEDAl- EQUAL (TYP.) 0 O n TOILET ROOM PLAN NAFOK.ArP1•'D QATNFipOM 1/4' • 1'-0' n H/G TOILET PLAN a ELEVATIONS O ry 10" X 10" HIRED \ VISION PANES TYPE A TYPE 5 � DOOR TYPES NT5 DOOR TYPES 1/4" = 1'-O" 1/2"(0 55 3RAB BARS - 'ROVIDE SOLID 3LOGKING (TYP) PAPER .DER (L�5)EEVAT10N HAND"17 DATHROOM 1/4' • 1'-0' TYPE G ELECTRIC OPERATED ROLL VP DOOR WINDOW 5GHEDULE MK R.O. OPERATION ANDERSON MODEL REMARKS WIDTH HEIGHT A 5'-O 3/8" 5'-O 3/8'1 FIXED P 5050 PROVIDE 67RILLE5 B 5'-3 1/4" 4'-5 3/8" CASEMENT GX245 PROVIDE GRILLES G 3'-0 1/2" 4'-5 31811 CASEMENT CXWI45 PROVIDE GRILLES P 4'-0 1/2" 5'-O 5/8" FIXED P 4050 PROVIDE GRILLE5 E 3'-0 1/2" 4'-5 3/8" CASEMENT GXWI45 PROVIDE 67RILLE5 F 4'-q" 4'-5 3/8" CASEMENT CK245 PROVIDE 67RILLE5 MOISTURE RE515TANT GYP. BD. INTERIOR EA. 51DE - FULL HT. PROVIDE BURGLAR BAR5 IN BATHROOMS W/ GEMENTITIOU5 F 2'-O" x 3'-0" MIRROR IN 55 FRAME PL COUNTERTOP and 4" BAGKSPLASH with DROP IN LAV Ond LEVERED FAUCET TO COMPLY TO I 0 55 CURRENT ADA STANDARDS OR AB BARS - 3'_O" AS MANUF. BY KOHLER OR PROVIDE SOLID cit APPROVED EQ. BLOCKING (TYP) H.G. TOILET AS MANUF.BY KOHLER OR APPROVED O O EQUAL (TYP.) ry o ry nELEVATION HANDIGAPFW TOILET ROOM 1/4. I'-0' T TYPE D -IPERED ASS VISION NEL �11 111 i V II TYPE E TYPE F WALL TYPES 4.1 A-7 NTS CONNECT TO 4" HOUSE TRAP SANITARY SYSTEM PLUMBING RISER DIAGRAM NT5 R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND, tora ARE THE PROPERTY OF THE ARGHITEGT. INFRINGEMENTS WILL BE PROSECUTED. .North Fork Self S e CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 9 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE a SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. Commerce Drive Cutchogue, New York JOB it I5-30 DRAWN HECKE DAA DiGiovanni & Associates Architects TYPE 6 CLEAR TEMP. GLASS PULL 1 8" GONG BLOCK PROVIDE DUR-O-NAL EVERY OTHER COURSE - PROVIDE UL 0-3 PAINTED METAL SIDING OR 'a BLOCK CLASSIFICATION N/ VINYL OVER TYVEK HOUSE MIN. IY4" THICKNESS W/2 WRAP ON Y2" GDX PLYWOOD GORES. PROVIDE SMOKE TIGHT SHEATHING ON -2" X 6" WOOD JOINT AT STANDING SEAM STUDS a 1b" O.G. N/ ROOFING (TYP) 5/8" GYP. BD. d R-Iq BATT. INSUL. O5 3 HR. RATED 6 ULA 1JgOl ® SAME AS 0 EXCEPT SAME A5 *6 EXCEPT PROVIDE Ya METAL PROVIDE CULTURED STONE FURRING IS 5/8" GYP. BD. ON GEMENT STUCCO a BASE FINISH (OFFICE/APARTMENT SIDE) a I 10 SGHEPULES m 26 preston avenue D A T E sea cliff, ny 11579 11/11/2013 (516) 671 - 3624 fax(516) 759 - 7138 SG A LEI A=7 A5 NOTED OF 8 I NT5 PAINTED METAL PANELS 2" x 4" WD STUDS a 16" O.G. PAINTED METAL SIDING OVER PAINTED METAL PANELS ON GALV. METAL STUDS 5/811 GYP. BD. EA. SIDE - 3 5/e" METAL STUDS ®I6" O.G. W/ (CORRIDOR SIDE TO q' -O" A.F.F) G � I SIDE ONLY (FINISH PROVIDE ACOUSTIC BATT. /8 s 11 1 GYP. BD. d R-15 BATT. INSUL. 3 5/8" METAL 5TJD5 a W' O.G. W/ CORRIDOR SIDE) TO ll INSUL a BATHROOMS. PROVIDE d GALV. METAL PANELS a 5/8" TYPE "X" GYP. BD. MOISTURE RE515TANT GYP. BD. INTERIOR EA. 51DE - FULL HT. PROVIDE BURGLAR BAR5 IN BATHROOMS W/ GEMENTITIOU5 ® 8" O.G. TO DECK ABOVE 0 BD. TO 6'-0" AFF 0 5HOWER5 0 ® IHR. RATED 0 1JLIll 11422 WALL TYPES 4.1 A-7 NTS CONNECT TO 4" HOUSE TRAP SANITARY SYSTEM PLUMBING RISER DIAGRAM NT5 R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND, tora ARE THE PROPERTY OF THE ARGHITEGT. INFRINGEMENTS WILL BE PROSECUTED. .North Fork Self S e CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 9 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE a SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. Commerce Drive Cutchogue, New York JOB it I5-30 DRAWN HECKE DAA DiGiovanni & Associates Architects TYPE 6 CLEAR TEMP. GLASS PULL 1 8" GONG BLOCK PROVIDE DUR-O-NAL EVERY OTHER COURSE - PROVIDE UL 0-3 PAINTED METAL SIDING OR 'a BLOCK CLASSIFICATION N/ VINYL OVER TYVEK HOUSE MIN. IY4" THICKNESS W/2 WRAP ON Y2" GDX PLYWOOD GORES. PROVIDE SMOKE TIGHT SHEATHING ON -2" X 6" WOOD JOINT AT STANDING SEAM STUDS a 1b" O.G. N/ ROOFING (TYP) 5/8" GYP. BD. d R-Iq BATT. INSUL. O5 3 HR. RATED 6 ULA 1JgOl ® SAME AS 0 EXCEPT SAME A5 *6 EXCEPT PROVIDE Ya METAL PROVIDE CULTURED STONE FURRING IS 5/8" GYP. BD. ON GEMENT STUCCO a BASE FINISH (OFFICE/APARTMENT SIDE) a I 10 SGHEPULES m 26 preston avenue D A T E sea cliff, ny 11579 11/11/2013 (516) 671 - 3624 fax(516) 759 - 7138 SG A LEI A=7 A5 NOTED OF 8 I ISt FLOOR P METAL RA ABOVE TRE 5 (TYP BOD STAIR No I PLANS 1 -2nd FLOOR I I/7" It r,TFFI PIPE R?AII 1 1/2"0 STEEL WARDRAIL (TYP BETWEEN STAIR RUNS) ABOVE TREAD d N051 NG 1 112" 0 METALRAILING a 5'-0" ABOVE TREAD a N051NO (TYP. BOTH SIDES PROVIDE 1'-0" HANDRAIL EXTENSION m TOP t BOTT. OF ALL STAIR RUNS 11/2"0 STEEL 1 Ill" 0 METALRAILING m GUARDRAIL (TYP 3'-0" ABOVE TREAD a BUILT NUP ROOFING OVER METAL DECK BETWEEN STAIR RUNS) N051NG (TYP. BOTH SIDES (OR AS SELECTED) 3'-b" ABOVE TREAD 4 PROVIDE 1'-0" HANDRAIL NOSING I._0.. EXTENSION 0 TOP d BOTT. OF ALL STAIR RUNS CRICKET METAL STANDING SEAM GONG. FILLED STEEL ROOFING OVER STL PURLINS LU ~ PAN LANDING T a - t . • SUPPORT L " (TYPJ ' TO PLATE GONG. FILLED STEEL EL. t20'-0" PAN STAIRS `CORC. FILLED STEEL PAN LANDING RAILIN& DETAILS 1/4" = 1'-0" I I I I I "1" St a II" _ '7'-4" I 3 3 1 ® O I I T DN IqR �I UP ISR r r , 4 VP IqR 5 �O I �o " it = N 5'-I" it ®II" = 8'- 3'-b" a 11 E� - 3 8 `q 1 11/2" 0 METAL RAILING 0 — ; 1 1/2" 0 METAL RAILING o I Z' 10" ABOVE TREAD ® I .2'-10" ABOVE TREAD m I — — � NOSING (TYP BOTH SIDES) � i N051NO (TYP BOTH 51DE5) I 5T R O V4000 STAIR with WOOD HANDRAIL — — WOOD STAIR with WOOD HANDRAIL II 6-7-10" ABOVE TREAD 6 NOSING I . m-7-10"ABOVE TREAD D NOSING — 1 I I — I I I I PROVIDE I LAYER 5/8" TYPE X — LL- ! GYP BD ON g" METAL FURRING ® Ib' of TO JUNDER51DE OF STAIR I� 7' ON If3R t 1 I 4 1 I 1 1 5"_4„ i 15t FLOOR -2nd FLOOR 2 STAIR No 2 PLANS A-8 1/4" = 1'-0 " R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT Of' SERVICE AND, ARE THE PROPERTY OF THE ARCHITECT. IfRIN&EMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ANP SHALL BE RESPONSIBLE FOR FIELD FIT ANG QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. - SUPPORT L (TYPJ GONG. FILLED STEEL PAN STAIRS IL2" = I'-0" North Fork Self Storage Commerce Drive Cutchogue, New York JOB M 13-30 DRAWN H E 0 < E COI TO 2nd FLR SLAB EL. +10'-8" W GONG BLOCK ENCLOSURE (2 HOUR RATED) TO Ist FLR SLAB DATUM EL. +0'-0" ALUM COPING ON TREATED WOOD BLOCKING ANCHOR BOLTED TO GONG BLOCK. FILL TOP -2 COUR5E5 50LID (TYP) THRU WALL COUNTER FLASHING with BASE FLASHING and BUILT UP ROOFING (OR A5 SELECTED) 1�1 LINE OF ROOF BEYOND ISI I< 10" CONCRETE BLOCK WALL >I with CUR O WALL TE5 EVERY IWI OTHER COARSE (TYP BTWN ELEVATOR and LIFT SHAFTS) I" -'I 5000 Ib. HYDRAULIC ELEVATOR LIFT SHAFT ELEV. GUIDE SLEEVES SET IN MASONRY WALL PER ELEV. REOUIREMENT5 TO BE COORDINATED W/ ELEV. CONTRACTOR m . 4 ELEVATOR SECTION A-8 1/4" = 1'-O" METAL STANDING SEAM ROOF ON STL PURLINS LL —111-11 I -III -III -III -111E111 -111 -111 -111 -111 -111 -111 -111 -111 -111 -III -111 -111 -III -111=11 _ _ .III -111-111-111 5 TYFIC-AL 8 DAA DiGiovanni & Associates Architects STAIR SECTION 1/4" = 1'-0" an STAIR PLANS cc SEGTION and DETAILS 26 preston avenue D AT E sea cliff, ny 11579 i L2/4/2013 (516) 671 - 3624 A=8 fax(516) 759 - 7138 .5 G A L E A5 NOTED q of SMOKE TIGHT JOINT • (TYP) -' I Y"0 METAL RAILING ® 2'-10" � ABOVE TREAD ®NOSING (TYP BOTH SIDES OF STAIR) GONG. SLAB ON MTL. DECK tL in CL• TO 2nd FLR SLAB EL +10'-8" Ilk Z ' GONG. FILLED STEEL �- PAN STAIR d LANDING 5" GONG BLOCK CONSTRUCTION (TYP) ' IG. SLAB ON GRADE TO Ist FLR SLAB DATUM EL. +0'-0" LL —111-11 I -III -III -III -111E111 -111 -111 -111 -111 -111 -111 -111 -111 -111 -III -111 -111 -III -111=11 _ _ .III -111-111-111 5 TYFIC-AL 8 DAA DiGiovanni & Associates Architects STAIR SECTION 1/4" = 1'-0" an STAIR PLANS cc SEGTION and DETAILS 26 preston avenue D AT E sea cliff, ny 11579 i L2/4/2013 (516) 671 - 3624 A=8 fax(516) 759 - 7138 .5 G A L E A5 NOTED q of I SECTION 5 - 5 1/4" = 1'-0 " r ROOF CONSTRUCTION METAL STANDING SEAM ROOFING on 15# BLDG PAPER PROVIDE ICE and WATER SHIELD a ROOF EDGE, and VALLEY55KTLITE5 and a VALLEYS over, 9" COX PLYWOOD SHEATHIN3 on 2x ROOF RAFTERS a 16" o% with r-35 BATT INSUL a SLOPED CEILINGS EAVE CONSTRUCTION METAL FASCIA with VENTED METAL BEAD BOARD SOFFITS. PROVIDE ALUM LEADERS and OUTTER5 CEILING CON5TRJX TION 2x CEILIN5 .JOISTS a 16" o% with 12" r-35 BATT IN5UL and l" GYP BD FINISH. EXTERIOR WALL CON5TRUCTION VINYL SIDING (SEE ELEVATIONS) over, TYVEK HOUSE WRAP ON I" PLYWOOD SHEATHING on 2" x 6" WOOD STUDS a 16' o/c with 6" R-Iq FOIL FACED BATT INSUL and 3" GYP BO. PROVIDE CULTURED STONE over, CEMENT STUCCO with OALV METAL LATH os SHOWN ON ELEVATIONS INTERIOR WALL CON5TR OTION 2" x 4" WOOD 5TU05 0 I6" o% with" GYP BO. BOTH SIDES. PROVIDE ACOUSTIC BATT INSUL a BATHROOMS FLOOR CONSTRUCTION 2x WOOD FLOOR TRU55E5 (SEE PLAN) with a" T and O PLYWWOD SUB FLOOR and I" GYP BD CEILING. PROVIDE a, - BATT IN5UL (R--25) FOUNDATION CONSTRUCTION 12" CONC WALLS ON -2'-O"" x 1'-0" HIGH FOOTINGS with (3) #5 BARS CONTINUOUS BOTTOM and #4 BARS 24" o%. (SEE DETAILS) PROVIDE 9" ANCHOR BOLTS a 46" o% and 1'-0" FROM CORNERS. PROVIDE 4" GONG SLAB with b xb W2.q x2.q WWM with on 6 MIL POLY VB. with 2" RIGID INSUL ,� SECTION G - G R E V 1 5 1 0 N 5 1/4" = 1'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND, ARE THE PROPERTY OF THE ARCHITECT. INFRIN6EMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. North Fork Self Storage Commerce Drive Cutchogue, New York ROOF CON5TRUGTION METAL 5TANDIN(5 SEAM ROOFING METAL PURLINS with R-38 BATT IN5UL EAVE CONSTRUCTION METAL FASCIA with METAL SOFFITS. PROVIDE ALUM LEADERS and GUTTERS CEILING 6ON5TRUCTION 2 x 4 ACOUSTIC TILE CEILIN5 IN SUSPENSION SYSTEM (CORRIDORS ONLY) EXTERIOR WALL CONSTRUCTION METAL SIDING (SEE ELEVATIONS) ON &ALV METAL FRAMING with 6" R-Iq INSUL INTERIOR WALL CONSTRUCTION METAL FRAMING WITH METAL PARTITION PANELS TO 5'-8" oFF. PROVIDE BURGLAR BARS BETWEEN UNIT5 (OR WIRE MESH CLOS) FLOOR CON5TRUGTION 4" GONG SLAB ON &ALV METAL DECK SPANNING BETWEEN BEARING WALL (10'-0" O/C) FOUNDATION CONSTRUCTION 12" GONG WALLS ON 2'-0"" x 1'-0" HIGH FOOTING5 with (3) #5 BARS CONTINUOUS BOTTOM and #4 BARS 24" o%. (SEE DETAILS) PROVIDE i.- ANCHOR "ANCHOR BOLTS a 46" o% and 1'-0" FROM CORNERS. PROVIDE 5" GONG SLAB with 6 xb W2.q x 2A MM with on 6 MIL POLY VB. with 2" RIGID INSUL JOB M 13-30 DRAWN HECK E D i G i ova n n i& Associates 26 Preston avenue sea cliff, ny 11579 Architects (516) 671 - 3624 fax(516) 759 - 7138 BUILDING SECTIONS DATE 12/4/2013 _ 5GALE ' A9 A5 NOTED 10 of 12 I ROOF F RAM I NO PLAN Bl GI DI EI A B I I I I PO 2 L 49'-0" I I I - I I SECOND FLOOR F A-11 REV 1 5 ION 5 RAM I NO PLAN 3/32" r 1'-0" THESE PLANS ARE AN IN5TRUMENT OF SERVICE ANP ARE THC PROPERTY OF THE ARCHITECT. INFRINSEMENTS WILL BE PROSECUTED. CONTRACTOR 514ALL VERIFY ALL FIELD CONDITIONS AND, DIMENSIONS AND, SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON His PART. North Fork Self Storage Commerce Drive Cutchogue; New York JOB ■ 13-30 DRAWN HECKE 19 DiGiovanni & Associates Architects GENERAL NOTES: CODE BUILDING CODE OF NEW YORK STATE O"1 1 1 43'-0" I SNOW EXPOSURE CATEGORY B SNOW IMPORTANCE FACTOR I WIND VELOCITY 120 mph WIND EXPO50RE CATEGORY B WIND IMPORTANCE FACTOR I " SEISMIC 'USE GROUP iq0'-0" SPECTRAL RESPONSE ACCELERATION (5) 5' 0.240 SPECTRAL RESPONSE ACCELERATION (5) 1 0.073 SPECTRAL RESPONSE ACCELERATION (5 ) 1 40'-0' ° 14' 11giq'-b" SITE CLASS D SEISMIC, DESIGN CATE60RY B _2-L6x4x3/8 -2-Lbx4xi/2-L6x4x112 NOTES: 10'-0" PLACE 4' LE6 HORIZONTAL 10'-0" Z. 10'-0" 10'-0" 3. 10'-0" 10'-0" 10'-0" ONLY WHERE NOT OTHERWISE INDICATED 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I I I I I I 1 P77 I oi - I I I 7 �O SJ - - - - - - - - _ r'2) i■b HOR In - - - - - l TY h'f I 4' x 6' POST I - �- I FROM RIDGE v , IL L (}`- LU `- Ib HDR 0 0 0 0 0 0 0 0 �TYP 0 0 e O O - - '• ® 0 O ® ® 0 ® ® 0 2 -z - z 0 � � •z n z -z• -I 14 mar �� W -7 cri -7W tV -7 N -7 -7 1� N -7 w Q1 �� POST S3� w o -a:-- _ 1 - t4 -� (� N -� `fl N `fl N -� -`O N -� N -� ^� � `fl - 1 `O ^� IV ^� `O .ry `fl ^� `fl -. .� `fl .� `fl _ O • ° w a• 0- IL 0- d 2 -� -� o �i 0 0 0 0 0 0 0 0 0 0 O OO =s� -"y �"� 1= ary -sy (TYP �;- v I EL W 10 JI4 (TYP 10 JI4 (TYP) 10 JI4 10 JI4 (TYP) 10 JI4 (TYP) 10 JI4 (TYP) 10 Ji4 (TYP) 10 JI4 (TYP) 10 .1114 (TYP) 10 JI4 (TYP) 10 Ji4 (TYP) 10 JI4 (TYP) 10 14 (TYP) 10 JI4 (TYP) W _ _ _ W 11 ■■■■■■ ■■■■■ ■■■ ■■■■ ■■■ ■■■■ ■■■■ ■■■■ ■■■ ■■■■ ■■■■ ■■■■ ■■■■ ■■■■ ■■■■ ■■■oBooms! ■■■■ ■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■ ■■■■■■ ■■■■■■ o- Z FL d Z Z � LINE 0 FLAT _� '_- - - - OF 10 - �- 8 iv. 8 ABOVE - `r - - zQ w z _ I I I w I W 0 I N � w I N _ W w I� w I � I I I I NOTES: 1 '� 1. TOP OF 10'-5' ONCRETE SLAB ELEVATION +10'-5- o o- >s W" o I I I I I -2. TOP OF EARING WALL ELEVATION 5" BELOW T P OF CONCRETE U. -� -- 3. INDICATES DIRECTION OF SPAN OF METAL DECK. N r . I 1 1 1 1 1 1 4. i INDICATES BEARING WALLS Q W I I I I I I I 5. ■■■■■ INDICATES STEEL HEADERS kn LU I 6.--- INDICATES LONG SPAN BUILT UP TRUSSES • •- -• --• -•- - . -•- . . -•1 � I I I I 1 I I I 1 I I II 1 I HOOD BANE CONST (1,41 5F) 5q' -O" LONG SPAN TRU55 CONST 150'-0" SELF 5TOARGE CONSTRUCTION 8" -24q'-O" SECOND FLOOR F A-11 REV 1 5 ION 5 RAM I NO PLAN 3/32" r 1'-0" THESE PLANS ARE AN IN5TRUMENT OF SERVICE ANP ARE THC PROPERTY OF THE ARCHITECT. INFRINSEMENTS WILL BE PROSECUTED. CONTRACTOR 514ALL VERIFY ALL FIELD CONDITIONS AND, DIMENSIONS AND, SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON His PART. North Fork Self Storage Commerce Drive Cutchogue; New York JOB ■ 13-30 DRAWN HECKE 19 DiGiovanni & Associates Architects GENERAL NOTES: CODE BUILDING CODE OF NEW YORK STATE CONSTRUCTION TYPE TYPE 213 / 515 WALL THICKNESS 115E GROUP MODERATE HAZARD STORA6E, 5-I, B, R3 GROUND SNOW LOAD 45 psf SNOW EXPOSURE CATEGORY B SNOW IMPORTANCE FACTOR I WIND VELOCITY 120 mph WIND EXPO50RE CATEGORY B WIND IMPORTANCE FACTOR I " SEISMIC 'USE GROUP I SPECTRAL RESPONSE ACCELERATION (5) 5' 0.240 SPECTRAL RESPONSE ACCELERATION (5) 1 0.073 SPECTRAL RESPONSE ACCELERATION (5 ) DS 0.256 SPECTRAL RESPONSE ACCELERATION (5 ) DI 0.111 SITE CLASS D SEISMIC, DESIGN CATE60RY B STEEL NOTES: 1• All structural steel work shall conform to AISC speclFicotlons OF structural steel For, building, latest edition, os amended to date. 2. All steel beams to be A-50 steel having o minimum Meld point of 50,000 P51 unless Otherwise Indicated on plan, sections or, detolls. 3. Shop connections welded or, high strength bolted. Field connections high strength bolted unless otherwise shown. All welded connections shall develop the Full strength of the member. 4. Bolt steel shall conform to the Following ASTM designation latest edition: A-325 higgh strength bolts. Welding electrodes to be American Welding Society A 5.1 E-10 series. 5. All bolts shall be minimum 3/4" diameter, A-325 high-strength bolts, open holes 13/16" diameter, unless otherwise noted. 6 Vicar connection design: for non -composite beam use the reaction caused N the uniform load required to stress the outer, fibers Flo = 0.6'1 Fy, and For, composite beams use 1.5 times the aforementioned reaction. i. All welding to be done by welders licensed by the State Of New York. 8. The frame shall be carried up true and plumb, and temporaml bracing shall be introduced wherever necessary to take care of all Loads to which the 5tructurol may be subjected including equipment and the operation OF some. Such bracing shall be the responsibility OF the steel contractor, and shall be IeFt In place a long as required for safety. q. Provide ail re ulred plates, gussets, stiffeners, bolts, beam Filler, lintels, bolsters etc... whether shown on the drawing or, not for connections, slab edge supports mechanlcol equipment support, piping support, etc..... 10. All steel is to be erected with natural camber, up unless otherwise noted: keep end of cantilevers up. H. Shop drawings shall be submitted and opproved prior, to fobricotlon or, erecting on work, ail in accordance with the specifications. if. Shop drawings shall be submitted and approved prior to fabrication or erecting on work, all in accordance with the 5peciFtcattons. 12. BUILDING SYSTEM MANUFACTURER SHALL PROVIDE 516NED AND SEALED STRUCTURAL DRAWINGS TO BE SUMMITRED TO THE TOWN OF SOUTHOLD FOR APPROVAL. 13. FABRICATION PRAWINC75 INCLUDING COLUMN DESING AND REACTIONS SHALL BE 51,15MITTED TO ARCHITECT FOR REVIEW AND COORDINATION PRIOR TO FABRICATION AND FOUNDATION START. LIGHT GAGE METAL NOTES: I. All steel For, studs, tracks, etc.. to comply with Gold Formed Steel Design Manual Pant V "Specification For vasicin of Gold Formed Steel Structural Members" by American Iron Steel Design Institut6 (A15G). • 2. All light gagesteel ti noted hove o minimum 16 gage and yield point of 50 ksi unles's O i 3. All welding to conform to American Welding Society (AWS) for welding sheet steal instr•uctures V1.5. METAL DECK: 1' Metal deck shall be os shown on Floor, or, roof plans. Metal deck conform to ASTM A611 or, A5TM A653, galvanizing shall conform to the requirements of A5TM A653. 2. Metal deck and lap splices shall be welded to support steel to provide minimum shear, capacity of 450 PLF. 3. Metal deck units shall have minimum bearing oF� inches and shall be Fastened N ARG puddle welding at least 5/5" in diameter, using welding washers of approximatelyy 12 In, on center. Side lops arc to be welded of a maximum spacing of 36" on center. 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759 - 7138 FRAM I NO PLANS AND NOTES DATE 11/11/2013 SCALE A=1 1 A5 NOTED q of Q L005E LINTEL SCHEDULE FOR MASONRY WALLS WALL THICKNESS UNDER 4'-0' OPN6. 4'-0' TO 6'-0" OPN6. 6'-0' TO 6'-0' OPN6. 4' 1- 140 1/24/16 1- L4x3 1/3016 6' 1- L5x3 11124/16 ' i- L5x5x3/& I- LBxbxT/16 8' -2- 11.444/I6 -2- 1.434/6 -2- 164 I/2x3/8 NOTES: 1. ' - PLACE 5' LEG HORIZONTAL -2. ADD I AN5LE FOR EACH ADDITIONAL 4' OF WALL 3. PROVIDE b' BEARIN6 AT EACH END 4. L005E LINTEL SCHEDULE TO BE V5ED ONLY WHERE NOT OTHERWISE INDICATED 10' _2-L6x4x3/8 -2-Lbx4xi/2-L6x4x112 NOTES: I. PLACE 4' LE6 HORIZONTAL Z. PROVIDE I' -O' BEARING AT EA. END 3. LOOSE LINTEL SCHEDULE TO BE USED ONLY WHERE NOT OTHERWISE INDICATED 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759 - 7138 FRAM I NO PLANS AND NOTES DATE 11/11/2013 SCALE A=1 1 A5 NOTED q of Q f A B G D E F G H I J K L M N O P 10'-0' 10'-0' 10'-0" 10'-0' 10'-0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1, 10'-0" 1, 10'-0" 1, 10'-0" 10'-0" • i I II 1 I I I 11 I I I I I I i 1 I 1 I I I I I I I I I I I I � nD/10 G/1CCIT s� FIRST FLOOR PLAN A B G D E F G H I J K L M N O P I 1 I I I I I I I I 1 I I I I I 10'-0" 10'-0" 10'-0' 10'-0" 10'-0" 10'-0n 10'-0" 10'-0" 10'-0n 10'-0n 10'-0" 10'-0" 10'-0n 10'-0" 10'-0" I I I 1 I I I 1 I I i 1 I I I I R E V 15 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPON515LE FOR FIELD PIT AND QUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. North, Fork. Self Storage Commerce Drive Cutchogue New York JOB N 13-30 LAPPS ED A y<E Df C / y; O� DRAWN CATALO5 NO. Q� Jia o� LEP15 MOUNTING REMARKS z TYPE tea_ X81 HEGICE LIGHT FIXTURE SCHEDULE LAPPS SYMBOL MANUFAC'A1RER CATALO5 NO. DIMENSIONS LEP15 MOUNTING REMARKS NO. TYPE H.E. WILLIAMS 5065-524-23206- RWKAI25-OG-120 -24" x 45' -2 32 WATT -TB PRISMATIC, ACRYLIC CEILING RECESSED ELECTRONIC BALLAST. H E. WILLIAMS 506 -525 -Or,- RMKAO5-OG- �4' x 4B' 1 32 WATT -T8 PRISMATIC ACRYLICGEILM6 RECESSED ELECTRONIC BALLAST AND EMERGENCY EM/B'10-120 BATTERY PACK TO OPERATE ONE LAMP. H.E. WILLIAMS 506-522-2310CUW RWK&J25-OG-120 -24' x-24' -2 31 WATT -T8 -6U PRISMATIC, KJMR CEILING RECESSED ELECTRONIC, BALLAST. 5OG-522-310GUW H.E. WILLIAMS RKAO5-OG- -24x,24"4' x4' 31 WATT-TB-bU PRISMATIC AGRYL CEILM6 RECESSED ELECTRONIC, BALLAST AND EMER6ENGY EM/B'TO-120 13ATTER. PACK TO OPERATE OPE LAMP. EX LT -1� DUAL LITE SCSRWE q I/8'H x II 3/4"W _ L16HT - CEILING SELF CONTAINED BATTERY PACK, 51NOLE EMITTING DIODES FACE, DIRECTIONAL ARROWS AS PER PLAN EX LT DUAL LITE 56DR ^a q 1/8'H x II 3/4"W _ L16HT_ EMITTING DIODE CEILING SELF CONTAINED BATTERY PACK, DOUBLE FACE, DIRECTIONAL ARROW5 AS PER PLAN DllAL LITE LM56D 3/4'H x�6 I/4'W 6 VOLT - WALL SELF CONTAINED BATTERY PACK, WHITE 12 WATT HOUSING, SIO MIN. OPERATION 58T O RAB LIGHTING - '76 WATT - CEILING BAYLED '18W HIGH BAY FIXTURES PORGELAM LAMP HOLDER NV 15 WATT O - 15 WATT - CEILING LAMP I WIRE GUIDE. J 75 WATT WALL ANCTION BOX (WALL MOUNTED) VERIFY MOUNTIN5 HT. (TYP1 O CEILING RECESSED DOWN L16HT WITH LED LAMPS I TRIM 1 DiGiovanni & Associates Architects i C o REFLEGTED GE I L I NC PLANS 26 preston avenue DATE sea cliff, ny 11579 12/4/2013 (516) 671 - 3624 A=1 2 fax(516) 759 - 7138 5r -ALE A5 NOTEOr 12 OF 2 I I ROOF RAFTER. SEE FRAMING PLANS. COLLAR TIE. SEE FRAMING PLANS. SECURE COLLAR TIE W/ (5) SD NAILS d WITH (2)y" DIA. THRU BOLTS WITH IIUT 8 WASHER. COLLAR TIE DETAIL SCAM 1'91'-0' MODEL NO. MEMBER, SIZE FASTENERS UPLIFT AVG. ULT. TO RAFTERS TO PLATES HOP -2 2X 6 -IOD X V -IOD X IY 201 MATERIAL: IS GAUGE. FINISH: HOP2-GALVANIZED OR Z -MAX; H0174-0ALVANIZED. J NAILING 5GHEDllLE # OF COMMON NAIL 5PAGIN5 JOINT DESCRIPTION NAILS ROOF FRAMING X 4 CONTINUOUS LATERAL RAFTER TO TOP PLATE (TOE -NAILED) 3 -SD PER RAFTER BRACE 0 6' D.G. CEILING JOIST TO TOP PLATE (TOE -NAILED) 3 -SD PER JOIST CEILING JOIST TO PARALLEL RAFTER (FAGS -NAILED 5-16D EACH LAP ROOF RAFTERS 2 -IOD NAILS CEILING JDIST LAPS OVER PARTITIONS (FAG= -NAILED) 5-16D EACH LAP Y2" X 30"20 GA STRAP TRUSS OR CEILING (4) SD NAILS ® RAFTERS I JOIST (4) SD NAILS 0 STUD 10-5D NAILS (2) 2 X 4 TOP PLATES GABLE END TRU55 MODE MEMBER SIZE FASTENERS NO. W RIDGE CARRING EACH PER STUD 2 X 4 BLOCK NAILED USE ALL SPECIFIED FASTENERS. TO EACH BRACE WITH ON END OF RIDGE-U5E OPTIONAL DIAMOND HOLES ON HRG22 AND HRC42 TO MEMBER CLIP HRG22 13(6 XOR 164100 X !Ys 2 -IOD X tY PER SUPPORT 3/4" WIDE - W/ FASTENERS AS PER _ =- =-=�� COLLAR TIE TO RAFTER (FACE -NAILED) 3 -IOD PER TIE END 2-150 EACH END RIM BOARD TO RAFTER (END -NAILED) -2-I&D EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE -NAILED) 2-I6D 1 PER FOOT MATERIAL: HRC22 TOP PLATES AT INTERSECTIONS (FA�,E-NAILED) 4 -I&D JOINTS -EA. 51DE EXTERIOR STUD WALL 5D COOLER FINISH: GALVANIZED STUD TO 57UP (FACE -NAILED) 2-I6D 24" O.G. -,,�H•URRICANE STRAP DETAIL __.41 / SCALE. 1"91'-0' NAILS a 10" O.G. 20 GAGE STRAP HEADER TO HEADER (FACE -NAILED) I60 Ib" O.G. 0 EDGES INSTALLATION: TOP OR BOTTOM PLATE TO STUD (END -NAILED) 1-I60 PER STUD 2 X 4 BLOCK NAILED USE ALL SPECIFIED FASTENERS. TO EACH BRACE WITH ON END OF RIDGE-U5E OPTIONAL DIAMOND HOLES ON HRG22 AND HRC42 TO BOTTOM PLATE TO FLOOR JOIST, BAND JOIST,12 -2-160 PER FOOT 4-I00 NAILS SECURE THE HRC. BEND FACE FLANGES ON HR= BACK FLUSH WITH RIDGE AND END J015T OR BLOCKING (FACE -NAILED) 2-8D PER SUPPORT 10-50 NAILS COMPLETE NAILING. - W/ FASTENERS AS PER _ =- =-=�� 3 FLOOR FRAMINO HR= ON FACE OF RIDGE -ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. 6YP5UM BOARD DOUBLE BEVEL -CUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. PER SUPPORT J015T'TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 3 ENDWALL STUDS THE HRG MAY BE SLOPED TO 45" WITH NO REDUTION IN LOADS. 5D COOLER NAILS � 7" O.G. 4 -SD PER JOIST �s/* BRIDGING TO JOIST (TOE -NAILED) 2 -SD EACH END - TIE. BLOCKING TO JOIST (TOE -NAILED) 2 -SD EACH END GE I L I NC BRAGS @CABLE ENDWALL HIP RI DCE CONNECTOR DETAIL LBLOCKINO TO EDGER ST P TO BEAMLL OR (FAGE-NAILEDP PLATE ) NAILED) 5-160 3-I6D EACH EACH JOIST K 3 JOIST ON LEDGER TO BEAM (TOE -NAILED) 3 -SD PER JOIST SGALE� I'el'-O" BAND J015T TO JOIST (END -NAILED) 3-I60 I PER JOIST 2ND FLOOR WALL BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-160 PER FOOT PROVIDE I y4" X20 GAGE ROOF SHEATH I NO STRAP W/ (4) SD COMMON '1" EDGE/10" FIELD STRUCTURAL PANELS SD 6" EDGE/12" FIELD, OIMEN51ONAIL WOOD OR NAILS IN EACH END MICRO LAM BEAM SEE x PER TABLE 325 I" X 6" OR I" X 5" INSTALLATION: USE ALL SPECIFIED FASTENERS. ATTACH HGP TO DOUBLE TOP PLATES; BIRDSMOUTH ONT REQUIRED FOR TABLE LOADS. INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE SLOPED TO 450 . 5 HIP ��NR PLATE DETAIL RI DOE STRAP DETAI L SCALE � 0 PROVIDE LSTA 30 5TRAP-� AS MRF'D BY "SIMPSON' OR EQUAL -32" O.G. PROVIDE L5TA 30 STRAP SECURE W/ (5) SD NAILS AS MRF'D BY "SIMPSON" a TOP 8 BOT. (4) EACH SIDE OR EQUAL -32" O.G. SECURE W/ (8) SD NAILS 0 TOP 8 BOT. (4) EACH SIDE LTP4 II • II ' II Iia II L� I" II�C.,CLLf11NCCJ•U=) 1"1'CVJCCi I Vf''1 I t'� DIMENSIONS FASTENERS G 20 MP UE, NY 320 MPH B DIAGONAL BOARD SHEATHING L 2EXPOSURE: SCAM I'■I'-O' RIDGE VENT NO. OF - -- = -- FRAMING PLANS. - PROVIDE #LU526 i" X b" OR I" X 8" 2-8D PER SUPPORT DIA. - W/ FASTENERS AS PER _ =- =-=�� 3 MTL. JOIST HANGER I" X 10" OR WIDER 3-8D PER SUPPORT _ MANU. SPECS BYb:� 3 CEILING OR FLOOR - BY SIMPSON STRONG - SIMP50N 5TRONG -TIE. �s/* SD 3"EDGE/ 6' FIELD JOISTS. SEE FRAMING - TIE. I' PROVIDE I!4" X-20 GAGE GYPSUM WALLBOARD 5D COOLERS PLANS. (SEE DETAIL #3 FOR CONNECTION REOUIREMENT5) C E I L I NO SHEA T H I N G STRAP W/ (2) SD COMMON LATERALS SHEAR PER TABLE 3.3A HARDBOARD SD N/A PLATE CONNECTION WALL A55EMBLY TO FOUNDATION NAILS IN EACH END PARTICLEBOARD PANELS '• . SECURE J015T5 TO a . GYPSUM WALLBOARD 5D COOLERS '1" EDGE/10" FIELD a 16" O.G. I y4" X 20 GAGE STRAP GIRDER OR HEADER WITH SEE ELEVATIONS FOR LOCATIONS x PER TABLE 325 I" X 6" OR I" X 5" 2-5D PER SUPPORT • OLT OR HOLT BEAM ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE I"X 10" OR WIDER3-SD W A L L 5 H E A T H I N G JOISTS TO FLUSH WOOD OR MICROLAM GIRDER 5TRAFFINO HANGER A5 MFTRV. BY ROOF RAFTERS. 51MP50N STRONG TIE 8 INSTALLATION: USE ALL SPECIFIED FASTENERS. ATTACH HGP TO DOUBLE TOP PLATES; BIRDSMOUTH ONT REQUIRED FOR TABLE LOADS. INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE SLOPED TO 450 . 5 HIP ��NR PLATE DETAIL RI DOE STRAP DETAI L SCALE � 0 PROVIDE LSTA 30 5TRAP-� AS MRF'D BY "SIMPSON' OR EQUAL -32" O.G. PROVIDE L5TA 30 STRAP SECURE W/ (5) SD NAILS AS MRF'D BY "SIMPSON" a TOP 8 BOT. (4) EACH SIDE OR EQUAL -32" O.G. SECURE W/ (8) SD NAILS 0 TOP 8 BOT. (4) EACH SIDE LTP4 II • II ' II Iia II L� ' q FLR, TO FLR STRAP DETAI 10 WALL TO FOUNDATION STRAP DET SGALEI'I'-O' SCALE, I'■ I' -O' NEW EXTERIOR KAiLL EXISTING FLOOR J015T :°� INSTALL FOUNDATION ANCHOR #FJA •o AS MFR'D BY 'SIMPSON' OR EQUAL SEE ELEVATIONS FOR LOCATIONS p (2) Y2' EXP. BOLTS m EXISTING II GONG. FOUNDATION WALL IIS ` • II 4- -EXISTING CONCRETE FON. WALL MODEL NO. I" II�C.,CLLf11NCCJ•U=) 1"1'CVJCCi I Vf''1 I t'� DIMENSIONS FASTENERS G 20 MP UE, NY 320 MPH B I � DECK AND FO5T STRAP DETAIL L 2EXPOSURE: SCAM I'■I'-O' (DEPTH AND BEAM NO. OF PROVIDE #LTSI2 STRAP STRUCTURAL PANELS gD b" EDGE/12" FIELD B HANGER TO MATCH THAT DIA. - W/ FASTENERS AS PER PLYWOOD PANELS 3 3 II°Yb OF J015T5) 15/8" _ MANU. SPECS BYb:� 3 1 FIELD ' SIMP50N 5TRONG -TIE. �s/* SD 3"EDGE/ 6' FIELD o' INSTALL COLUMN BASE #LC544 AS MFR'D BY 'SIMP5ON' OR EQUAL WALL TO WALL CONNECTION 5GREW5 GYPSUM WALLBOARD 5D COOLERS 1" EDGE/10" FIELD (SEE DETAIL #3 FOR CONNECTION REOUIREMENT5) 4a I IUPLIFT a U LATERALS SHEAR PER TABLE 3.3A HARDBOARD SD N/A PLATE CONNECTION WALL A55EMBLY TO FOUNDATION CONNECTION PARTICLEBOARD PANELS 8D (SEE MANUFACTURER) a . UPLIFT PER TABLE 3.45 (PROVIDE (3) #8D COMMON NAILS a EACH END OF DIAGONAL BOARD SHEATHING I y4" X 20 GAGE STRAP SEE ELEVATIONS FOR LOCATIONS x PER TABLE 325 I" X 6" OR I" X 5" 2-5D PER SUPPORT WITHIN 5'-0" OF ALL CORNERS AND 6-0" O.G. AT ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE I"X 10" OR WIDER3-SD PER SUPPORT JOISTS TO FLUSH WOOD OR MICROLAM GIRDER 5TRAFFINO DETAIL @ CANTILEVER 6 3'-0" O.G. 8 FLOOR SHEATH I N G SCALES I"r1'-O" SCAM I'mI'-O' I STRUCTURAL PANELS - - I" OR LE55 av 6" EDGE/l2" FIELD GREATER THAN I" IOD 6" EDGE/6" FIELD NEW EXTERIOR WALL :' DIAGONAL BOARD SHEATHING - NEW EXTERIOR WALL I" X b" OR I" X 8" 2-50 PER SUPPORT _ - 4 X 4 WOOD P05T I" X 10" OR WIDER 3 -SD PER SUPPORT -NEW FLOOR J015T - INSTALL #BG4 A5 MFR'O I NAILING REQUIREMENTS AR': BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. PROVIDE LSTA 30 STRAP BY '51 MP'OR EQUAL IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, A5 MRF'O BY "SIMPSON' •o• SECURE W/ 2-I60 NAILS NAILING REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE OR EQUAL -32" O.G. INSTALL A5 MFR'D CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE •USED TO MAINTAIN THE LOAD PATH. SECURE W/ (5) SD NAILS '' 'OR 0 TOP 8 BOT. (4) IEAGH SIDE BY SIMP50NOR EQUAL -2 WHEN WAWLL 5HEATHIN5 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED # OF BEGURE W/ L2 -16D NAILS NAILS SHALL BE PERMITTED TO BE REDUCED TO I -I&D NAIL PER FOOT. NEW GONG. SLAB U 4 3 CORROSION RE515TANT 11 GUAGE ROOFING NAILS AND 16 GUAGE 5TAPLE5 ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENT5 ° I ° CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA 4 II • GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE 5HEILD GROUND II NEW CONCRETE SNOW DESIGN FR05T LINE OE515N UNDERLAYMENT FLOOD 11 FDN. WALL GONG. PIER SEE PLANS LOAD PEED (MPH CRITERIA EATHERIN DEPTH TERMITE DECAY TEMP REQUIRED HAZARD: - NEW CONCRETE v ° 11 FOR 51ZE 45 P5F 120 MPH G SEVERE 3'-4' M TO H 5 TO M ill, YES FON. WALL a a H 1 GH W I ND ANALYS 1 5: ' q FLR, TO FLR STRAP DETAI 10 WALL TO FOUNDATION STRAP DET SGALEI'I'-O' SCALE, I'■ I' -O' NEW EXTERIOR KAiLL EXISTING FLOOR J015T :°� INSTALL FOUNDATION ANCHOR #FJA •o AS MFR'D BY 'SIMPSON' OR EQUAL SEE ELEVATIONS FOR LOCATIONS p (2) Y2' EXP. BOLTS m EXISTING II GONG. FOUNDATION WALL IIS ` • II 4- -EXISTING CONCRETE FON. WALL MODEL NO. I" II�C.,CLLf11NCCJ•U=) 1"1'CVJCCi I Vf''1 I t'� DIMENSIONS FASTENERS G 20 MP UE, NY 320 MPH B I � DECK AND FO5T STRAP DETAIL L 2EXPOSURE: SCAM I'■I'-O' ANCHOR NO. OF GA.P7, I'll -O" , H B q DIA. SIMP50N 505 PH05-5053 14 3 II°Yb 278, 15/8" 5/8 Y4 X 3 WOOD UPLIFT = 421# PER TABLE 3.3 • ' 2 -IOD X ly O' EACH R.R. 8 G.J. CONNECTION TO TOP PLATES (TOE -NAILED) o' INSTALL COLUMN BASE #LC544 AS MFR'D BY 'SIMP5ON' OR EQUAL WALL TO WALL CONNECTION 5GREW5 •a e II WALL TO FOUNDATION STRAP DET SCALE: 1--1'-0- CT �1 c CI ° CI -2-I&D COMMON -141 FOR HOLDOWN5, PER A5TM TEST STANDARDS, ANCHOR BOLT NAILS ®Ib" O.C.41 NUTS SHOULD BE FINGER -TIGHT PLU5Ys TOY2 TURN WITH MATERIAL: PHD5-5D53 ° A WRENCH, WITH CONSIDERATION GIVEN TO P0551BLE FINISH. GALVANIZED 0 1 FUTURE WOOD SHRINKAGE. ' CARE 5HOULD BETAKEN INSTALLATION: TO NOT OVER -TORQUE THE NUT. USE ALL SPECIFIED FASTENERS. PLACE THE PHD OVER THE ANCHOR BOLT. I INSTALL 51MP50N'5 CODE -RECOGNIZED 5D54 X.3 WODD SCREWS, WHICH A E� PROVIDED WITH THE HOLDOWN. (LAG SCREWS WILL NOT ACHIEVE THE SAME LOPIDj FOR AN IMPROVED CONNECTION, USE A STEEL NYLON LOCKING NUT OR THREAD ADHESIVE ON THE ANCHOR BOLT. a. SEE 55TB ANCHOR BOLTS, PAGE I8, FOR ANCHORAGE OPTIONS. THE OE516N ENGINEER MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RE515T THE , TENSION LOAD FOR A SPECIFIC JOB. ANCHORAGE LENGTH SHOULD TAKE THE BEARING PLATE HEIGHT OF ]%" INTO ACCOUNT, TO ENSURE ADEQUATE LENGTH OF THREADS TO ENGAGE THE NUT. FOR 3X SILL PLATES V5E 55TBL. TO TIE DOUBLE 2X MEMBERS TOGTHER, DE5I5NER MUST DETERMINE THE FASTENERS REQUIRED TO BIND MEMBERS TO ACT A5 ONE UNIT WITHOUT 5PLITTING THE WOOD. EXI5TINO FOUNDATION STRAP DETAIL 14 CORNER STUD HOLDDOWN DETAIL SCALE, I"■1'-0' SGALE� I'■I'-O' COLUMN 5TRAF DETAIL SCALE, I' ■ l' -O' 1 DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 13-30 DAR ph is�__ NEt 1 155UED 0 REV 151ON5 THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE j PR.05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND GUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. North Fork Self Storage 50 Commerce Drive Cutchogue, NY STRAPPING DETAILS 12/4/2013 D A T E A=1 A5 NOTED SCALE 13 OF 13 PRAM BY jb 1 CHECKED CY dd I" II�C.,CLLf11NCCJ•U=) 1"1'CVJCCi I Vf''1 I t'� LOCATION: WIND ZONE: G 20 MP UE, NY 320 MPH B I � DECK AND FO5T STRAP DETAIL L 2EXPOSURE: SCAM I'■I'-O' MEAN ROOF HEIGHT: 24'46" ROOF SPAN: I'll -O" DE5IGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL CHAPTER 3 PRESCRIPTIVE DESIGN ROOF RAFTER/TRJ55 TO TOP PLATE CONNECTION (PRESCRIPTIVE DESIGN) 4 X 4 WDOD POST UPLIFT = 421# PER TABLE 3.3 • ' LATERAL 8 SHEAR PER TABLE 5AA (PROVIDE (3) #BD COMMON NAILS O' EACH R.R. 8 G.J. CONNECTION TO TOP PLATES (TOE -NAILED) o' INSTALL COLUMN BASE #LC544 AS MFR'D BY 'SIMP5ON' OR EQUAL WALL TO WALL CONNECTION - SECURE N112 -I&D NAILS (PRESCRIPTIVE DESIGN) ='555# PER TABLE 3.3A (SEE DETAIL #3 FOR CONNECTION REOUIREMENT5) 4a I IUPLIFT a U LATERALS SHEAR PER TABLE 3.3A (PROVIDE (3) #I6D COMMON NAIL PER STUD TO PLATE CONNECTION WALL A55EMBLY TO FOUNDATION CONNECTION GONG. PIER SEE PLANS FOR SIZE (PRESCRIPTIVE DESIGN) a . UPLIFT PER TABLE 3.45 (PROVIDE (3) #8D COMMON NAILS a EACH END OF I y4" X 20 GAGE STRAP SEE ELEVATIONS FOR LOCATIONS PER TABLE 325 (PROVIDE %" DIA. ANCHOR BOLTS a b' -D" O.G. WITHIN 5'-0" OF ALL CORNERS AND 6-0" O.G. AT ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE LATERAL 8 SHEAR PER TABLE 32A PROVIDE 5/8" DIA ANCHOR BOLTS 6 3'-0" O.G. COLUMN 5TRAF DETAIL SCALE, I' ■ l' -O' 1 DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 13-30 DAR ph is�__ NEt 1 155UED 0 REV 151ON5 THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE j PR.05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND GUANTITY OF WORK. NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. North Fork Self Storage 50 Commerce Drive Cutchogue, NY STRAPPING DETAILS 12/4/2013 D A T E A=1 A5 NOTED SCALE 13 OF 13 PRAM BY jb 1 CHECKED CY dd