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Home My WebLink About37346-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/11/2013 No: 36194 Date: 4/11/2013 THIS CERTIFIES that the building COMMERCIAL Location of Property: 1270 CR 48, Southold, SCTM #: 473889 Sec/Block/Lot: 69.-3-3 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/8/2012 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of'the applicable provisions of thc law. The occupancy for Lot No. filed in this ofllced dated 37346 dated 7/6/2012 which this certificate is issued is: commercial warehouse with solar panels and office as applied for per Zoning Board of Appeal # 6526, dated 1/19/12. The certificate is issued to Home Rescue Solutions Ltd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/15/13 C 10-11-0008 3/25/13 37346 1/23/13 and 2/7/13 +ooGeorge Berr~ Jr e at~e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37346 Date: 7/6/2012 Permission is hereby granted to: Home Rescue Solutions Ltd CIO Rosicki, Rosicki & Assoc 51 E Bethpage Rd Plainview, NY 11803 To: construct a new commercial warehouse with solar panels and office as applied for per Planning Board and Zoning Board of Appeals approvals. At premises located at: 1270 CR 48, Southold SCTM # 473889 Sec/Block/Lot # 69.-3-3 Pursuant to application dated To expire on 1/5/2014. Fees: 6/8/2012 and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - BUSINESSES Total: $2,642.40 $50.00 $2,692.40 ~ding~/n~ OWN 0 SOUTHOLD BUILDING DEPARTMENT 765-1802 ^PmC^TION Foa CeaTInCATE OF 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: ~, &,AX~x.~'¢ ~2~ 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 instalIation from Board of Fire Underwriters. 4. Sw, ora statement from plumber eaaifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commomial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliatme'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 ¢~mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmir~g pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of. Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: 'cheek one) Street Hamlet Unde~t~ Appm~l: House No. · OwnerorOwnersofPmperty: . ~OfvX Suffolk Copnty Tax Map No 1000, Section 8ubdivision 5q C, Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ ,t~"0 60 Dd. t~, vt- Date of Permit. Filed Map. Lot: Applicant:. '~Oh t'l Final Certificate: / (cheek one) 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 ro~er.richert(~,town.southold.n¥.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Sparkling Point LLC Address: 1270 County Rd 48 City: Southold St: NY Zip: 11971 3uilding P~mit #: 37346 Section: 69 Blcck: 3 Lo~: 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 ~ Besement ~ Service Only ~ Commedcel Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single R~cpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lcck Other Equipment: 200a underground service, 1-exhaust fan Ceiling Fixtures ~]r ~~ HID Fixtures W all Fixtures [41 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixture Pumps Emergency Fixtures ~ Time Clocks Exit Fixtures 131 TVSS Inspector Signature: Date: Jan 23 2013 Electdcal_Ce~tificate.xls 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 rorer .richert(~,town.southold ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Home Rescue Solutions ~,ddress: 1270 DR 48 City: Southold St: NY Zip: 11971 ~uilding Permit ¢~: 37346 Section: 69 BlOCk: 3 LOt: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: GreenLogic License No: 43858-me SITE DETNLS office Use Only Residential ~ Indcor ~ Basement ~ Service Only ~ Commerical Outdoor I st Fl(or Pool New Renovation 2nd Floor Hat Tub Addition Survey Attic Garage Service 1 ph U Heat Service 3 ph ~ Hot Water Main Panel NC Condenser Sub Panel NC Blower Transformer Appliances Disconnect Switches Other Equipment: INVENTORY GFCl Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock Ceiling Fixtures ~~ ~ HID Fixtures Wall Fixtures M Smoke Dot6otors Recessed Fixtures CO Dotestors Fluorescent Fixture Pumps Emergency Fixtures Time Clocks Exit Fixtures I I TVSS PHOTOVOLTAIC SYSTEM-23.04 kw, to include, 96 Canadian Solar 235w panels 2-Fronims 11.4 inverters Notes: Inspector Signature: Date: Feb 7 2013 Elect dcal_Certificate( 1 ).xls Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971~959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ~"q~0. 1~"12o~3 Building Permit No. Owner: (please print) J (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 /5~ day of f~- 3 , 20 ],~ V1Og L. LOPER Notary Public, State of Nm York No. O1L06070081 Oufified in ~uffolk C_~unty ~ Notary Public, ~County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [~ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) REMARKS: DATE 2 - ~---(~ -'- /.~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING [ FIREPLACE & CHIMNEY [ FIRE RESISTANT CONSTRUCTION [ ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL(~OUGH) [ ]ELECTRICAL(FINAL) REMARKS: ~(-.-~-~-~ ~.-~--., , ;.;, .. r ~ Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering corn Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com Janua~ 30,2013 Town of Southold Building Depar[ment 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Home Rescue Solutions (Sparkling Pointe) 1270 County Road 48 Southold, NY 11971 Section: 69 Block: 3 Lot: 3 I have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [//]'FOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR TOWN OF SOUT76HsO.1L8DoB2UILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~.~.~.~ [ ] ~)UNDAT~-~)'~ [ ] INSULATION ¢~'~ [,/']~FRAMIN~ ]FINAL ~[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~./~_~ [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION ~ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ~ REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION FOUNDATION 1ST [,~"ROUGH PLBG. ] F~ATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ~ REMAR~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR~.~SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~'~]'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: '~-~ ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU/C~PLBG. [ ] FOUNDATION 2ND [ j,~INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EI.)KCTRICAL (FINAL) REMARKS.- / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ] FOUNDATION 2ND ~)~~STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE~INSPECTOR~~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] R/~GH PLBG. [ ]/INSULATION [~/~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL [ ] ELECTRICAL (FINAL) REMARKS: DATE ? !~-~!/~ I ;PECTOR J~, ~ R Fisher 63~-76~-~o2x5o28 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page -~ NOTES ~~ ESTABLISHMEN~y.,~¢5 ~lkJ~-7~ s/b/I (~¢/-.i~-_~ DATE COMMENT / FireNotes S A M U E L S & S T E E L M A N October 23, 2012 Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: Sparkling Pointe Warehouse 1270 County Road 48 Southold, NY 11971 SCTM #1000-69-3-3 Building Permit # 37346 Dear Building Inspector, This letter is to certify that the poured concrete footings including all rebars were constructed in accordance with our drawings and details as approved for the Building Permit. Sincerely, Samuel~'and Steelrrian Architects ," ~ 2012 S A M U E L S & S T E E L M A N October 23, 2012 Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: Sparkling Pointe Warehouse 1270 County Road 48 Southold, NY 11971 SCTM #1000-69-3-3 Building Permit # 37346 Dear Building Inspector, This letter acknowledges changes in the insulation in the attic from batt insulation to closed cell, spray foam insulation at the underside of the roof. The R-value of the insulation meet the all requirements of the NY State Energy Code. Sincerely), Samuel~/and Ste,elmf~T~ Architects Nancy Stee~,han, R.A. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork. net PERMIT NO. /.5 Approve~ ~ ,20_ ,/2--- Disapproved a/e BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey ~__.______~eptic Form ~~"~-~ nn ~ i-~-'~I~.Y.S.D.E.~. - B 2012 c Phone: 7~-~ Building n~pector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 !7_- 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, andfliegulations, and to admit authorized inspectors on premises and in building for necessary inspections. / ~ / / - (Sign~of applic~t or n~e, if a co~omtion) (Mailing address of applicant) ' ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises .~tYr% ~OE-~'-~lO¢lOn~b (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2_7o House Number Street Hamlet County Tax Map No. 1000 Section ~ Block O'~ Lot Subdivision Filed Map No._ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Oolq~. b. Intended use and occupancy (l)~r~Jqot~-~.~ tO//~cqro ~a!2~l~_~ ' I 3. Nature of work (check which applicable): New Building )( Addition Repair Removal Demolition Other Work 4. Estimated Cost'~ 5. If dwelling, number of dwelling units. If garage, number of cars Alteration Fee (Description) (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. {~c~Caola~C~J 7. Dimensions of existing structures, if any: Front -- Rear Height. -- Number of Stories 9. Size of lot: Front Dimensions of same structure with alterations or additions: Front --- Rear Depth. -- Height -- Number of Stories -- Dimensions of entire new construction: Front ~5t~t~ Rear ,~ I Depth I ~ Height .~-'-~Z," Number of Stories ~ 10. Date of Purchase ~,/.4/?~t;~ ~1 Name of Former O~er 11. Zone or use district in which premises are situated ~-- - ~-tc~¼& ~l~l~,,~2r*-I,~l I 12. Does proposed construction violate any zoning law, ordinance or regulation? YES )~ NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES __NO X 14. Names of Owner of premises~il~ddress~ .Phone No. ~ Name of Architect ~"~-mt~.)'~ JE~-,'~-)n,~.~--, Address~l~ala~/~Phone No 7'~a4 Name of Contractor ~-/~w'[~n', ,]~t,I IM~t'~ Address ~Phone No. 7/o,~ - · biT 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO )4 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES__ NO .X * 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) tn" .~.SS: COUNTY ~k/(~0..~ ,~91~ 4/',- being duly sworn, deposes and says that (s)he is the applicant (lqame of!41dividual signing contract) above named, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 7 ' day of 'flJA...i.._ 20_1 > Quulified in Suffolk County (~tmi~lon ~'; :;es May 7~/ 5 ~ ~ of Applicant BOARE~ MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 1197t http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTI-IOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19, 2012 ZBA FILE: 6526 NAME OF APPLICANT: Threshold Blue, LLC (Sparkling Pointe) PROPERTY LOCATION: 1270 County Road 48 (aka North Road) Southold, NY 1000-69-3-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 23,2011 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: 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 43,642sq. ft. lot, in a LI zoned district, it is unimproved. The property has 78 feet on CR 48, 593.03 feet along the easterly property line, 554.21 feet along the westerly property line and 79.15' along the southern property line (LIP.R), as shown on the survey dated 7/25/11 prepared by Hands on Surveying. BASIS OF APPLICATION: Request for Variances from Article XV Code Section 280-63 (Bulk Schedule) and the Building Inspector's October 21, 2011 Notice of Disapproval based on an application for building permit to construct new commercial warehouse at; 1) less than the code required minimum side yard setback of 20 feet, 2) less than the code required minimum combined side yard setback of 40 feet. RELIEF REQUESTED: The applicant proposes to construct a 5,808 sq. ft. warehouse with an office, having a single side yard setback at 10 feet where the code requires 20 feet and a combined total side yards of 30 feet where the code requires 40 feet. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Southold Planning Board. In a Memo dated December 29, 2011, the Planning Board stated that, the Planning Board generally has no objections to the variance if mitigating solutions are taken. The Planning Board recommends the applicant decrease the width of the proposed warehouse by 2 feet and increase the east side yard setback to 22 feet to accommodate emergency vehicle access and mitigate the close proximity of the AC zone district to the east. The applicant was asked to bring the proposal into more conformity with the code and provide a single and separate search to confirm lot recognition. On January 6, 2012, Applicant's agent submitted a single and separate search confirming lot recognition and a revised site plan dated 1/5/2012 prepared by Samuels & Steelman, Architects, conforming to the recommendation of the Planning Board. A letter was received from an adjoining property owner in support of the application. Page 2 of 3- Januar~ 19,2012 ZBA Fileg6526 - Sparkling Pointe FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2012, 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 §267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is zoned light industrial and the warehouse is a permitted use in the zone. The increased side yard setback on the east side of the property abuts an AC zone property that is owned by Suffolk County Water Authority and is used to supply water. The warehouse is proposed 294 feet from the front property line to minimize visual impact from the street. 2. Town Law .~267-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 warehouse proposed use is to house cases of wine. The applicant could construct a building that is long and narrow, with conforming side yard setbacks. However, a 36 foot wide, 154 feet long building would not be feasible due to a required 15 foot turning radius for a forklift. 3. Town Law Sec. 267-b(3)(b){3'b The variance granted herein is substantial, based on present code requirements. The side yard variance requested represents a 50% reduction, and a 25% reduction in combined side yards. However, the applicant submitted a revised site plan mitigating the concerns of the Planning Board and due to the width of the property the alternative relief provides the best layout of the warehouse. 4. Town Law §267-b{3)(b)(4). No evidence has been submitted to suggest that a variance in this LI zoned district will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed warehouse is a low impact use. All drainage will be contained on site as per town code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created, the applicant pumhased the property 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 ofpumhase. 6. Town Law §267-b. Grant of alternate relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a commercial warehouse, while preserving and protecting the character of the neighborhood and the health, safety and welfare of this LI industrial district.. 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 Goehringer, seconded by Member Homing, and duly carried, to DEN~, the application as applied for, and; GRANT~ Alternative Relief as shown on the revised site plan dated 1/5/2012 prepared by Samuels & Steelman, Architects. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 - Januaiw.. 19. 2012 ZBA File#6526- Sparkling Pointe CTM: 1000~-69-3-3 Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dinizio, Horning. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing ./ /~ /2012 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNE i'H L. EDWARDS JAMES t4. RIClt III MARTIN tL SID()R PLANNING BOARD OFFICE TOWN OF SOUTItOLD MAILING ADDRESS: P.O. Box 1179 $outhold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave) ,qouthold, NY Telephone: 631 765-1938 Fax: 631 765-3136 June 5,2012 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Approval: Site Plan for Sparkling Pointe Winery Warehouse Located at 1270 CR 48, +274' east of Ackerly Pond Road & CR 48, Southold SCTM#1000-69-3-3 Zoning District: Light Industrial (LI) Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on June 4, 2012: WHEREAS, this site plan application is for a proposed 44' x 120' warehouse, for employee use only, with a 16' x 18' accessory office and bathroom on a 1.002 acre parcel in a Light Industrial Zoning District on Old North Road, Southold. Four parking stalls are proposed and an asphalt driveway; and WHEREAS, the applicant submitted an application for site plan review on November 29, 2011; and WHEREAS, at a Work Session held on December 19,2011, the Planning Board accepted the application for review; and WHEREAS, on January 11,2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 19, 2012, the Southold Town Architectural Review Committee reviewed the application and the plans were revised to the satisfaction of the Planning Board; and Sparklin.R Pointe Warehouse PaRe Two June 5, 2012 WHEREAS, on January 19, 2012, the Southold Town Zoning Board of Appeals reviewed the application and request for variances, whereby granting the "alternative relief' as shown on the revised plan, dated January 5, 2012, prepared by Samuels & Steelman, Architects; and WHEREAS, on January 26, 2012, the Southold Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on January 28, 2012, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on February 23, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended that the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on February 27, 2012, the Southold Town Engineer reviewed the above- referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on April 9, 2012, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) has determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, Part 617.5 (c) (3); and WHEREAS, on May 7, 2012, a public hearing was held and closed by the Planning Board for the above-referenced site plan; and WHEREAS; on May 30, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the Light Industrial Zoning District; and WHEREAS, at a Work Session held on June 4, 2012, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 - Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "A New Warehouse Building for Sparkling Pointe Winery", prepared by Nancy L. Steelman, R.A., November 23,2011 and last revised May 3, 2012 and authorizes the Chairman to endorse the site plan. Sparkling Pointe Warehouse Paqe Three June 5, 2012 Please 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. 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. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. 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. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. W~'t~enski Chairman Encl. CC: Building Dept. w/map Town Engineer w/map APR t 0 2013 ND & GRAVEL, INC_ .. 35180 Route 48 · P.O. Box 608 · Peconic, NY 11958 ' Office (631) 734-6800 · FAX (631) 734-2318 February 27, 2013 Southold Town Engineering Department James A. Richter, RA Southold Town Hall 53095 Main Rd. P.O. Box 1179 Sonthold, NY 11971 Re: Conformance to SWPPP requirementS for Sparkling Pointe Warehouse Between 7/20/12 and 11/19/12, Latham Sand and Gravel performed the excavation work required for the construction of the Sparkling Pointe Warehouse located on the Old North Road, Southo. ld. The work was done in conformance with the approved site plan dated 6/5/12. Temporary erosion control hay bales were installed and removed upon completion. Seven drywells including 3~8'x8' and 4~10'x7' were installed as per plan with proper grates and roof drainage piping. The soil conditions will provide acceptable percolation for the drainage s~uctures. A septic system was also installed in accordance with SCI-ID specifications. Yours truly, y ., John D. Hocker, P.E. Vice President · Precast Cesspools" Gravel * Fill · Topsoil · Excavating and Land Development Marine Construction * Dredging · COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS GILBERT ANDERSON, P.E. COMMISSIONER CR # 48 Project Name: Applicant Name: Nancy Steelman, Architect Project Location: Southold SCTM # 1000-69-03-3 Date: 3/13/12 APPROVED DISAPPROVED APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Since this proposed development is not adjacent to a County maintained road and is subsequ~ under our jurisdiction, a permit from this Department is not required. By: William Hillman, P. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY / AFFIRMATWE ACTION EMPLOYER · YAPHANK, N.Y. 11980 · (631) 8524 335 YAPHANK AVENUE FAX (631) 8524 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Ch~ir WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR April 10, 2013 Ms. Nancy Steelman 25235 Main Road Cutchogue, NY 11935 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: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re; Proposed Site Plan for Sparkling Pointe Warehouse Located at 1270 CR 48, +/-274' e/o Ackerly Pond Rd, Southold SCTM#1000-69-3-3 Zoning District: Light Industrial (LI) Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made February 20, 2013 and the submitted affidavit by John D. Hocker, P.E., dated February 27, 2013. The site is now in conformance with the approved site plan entitled "A New Warehouse Building for Sparkling Pointe Winery", prepared by Nancy L. Steelman, R.A., dated November 3, 2012, last revised May 3, 2012. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald O. Wilcenski Chairman CC~ Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) ~ro~ ~: Brief I an~or Gromd ~: ~ ~ &~o~ ""':Jul. tz, o.'.:~ Will this Pm~ct D~tu~ five (5) or M~ ~ at ~ ~y One Time During t~ Proposed ~el~ffi ? Y~ No a. ~ ~e ~pli~nt have a Qual~ Ir~r On ~ ~ff To ~u~ the R~uired I~ons ? Y~ ~o Ins~c~ns will Occur and ~r What Pe~ of Time ? Yes No c. Does the SWPPP Adequately Mena~ AIl Tem~ra~ ~ and/or Pe~ent Soil S~balt~ ~sures ?Y~ No d. Does the SWPPP Adequately Id~ a Complete ~ e, Does the SWPPP i~i~te A~al Site S~cific ~ f. Has the ~pli~nt Submla~ a Comple~d DEC N~ Of I n~t and SWPPP Accep~n~ Form ~r Re~ ~ ~ ~ of ~a¢~ W~: ~. ~ ~ ~y, ~d, ~ F~W~nd..) by ~ T~ of ~hold ? Yes No STAq~ OF NEWYORK, c . ~F7 COU~ OF .~.~ ........ SS ~d ~at he/she ~s ~e ...... ~~f~ ................................................................................................. Owner ~d/or rep~sen~five of ~e Owner or O~e~, ~d is duly au~orized ~ perfo~ or have perforated ~e s~d work ~d to ~e ~d file ~s ~pli~on; ~at ~1 smtemen~ con.ned in ~is applicafon ~e ~e to ~e best of~s ~owle~e ~d ~ef; m~d · at fl~e work ~11 ~ ~ffo~ed m ~e m~mer set fo~ ~ ~e appficafion filed he~fl~. Sworn to before mc ~s; - .', ....................... .~ ................ ally of.~.--~a~i.L~..: ............ e b,c: .............. SWPPP Assessment FORM: 03-12 SPARKLING POINTE WAREHOUSE PROJECT DESCRIPTION: Development activities for this project will consist of the construction of a new Warehouse building along with all associated site work. The site work will include: removal of trees and brush as indicated on plans, grading from the road to the Southern portion of the proposed building; installation of the proposed drainage structures and septic system; and installation of underground piping from the building gutters and downspouts to the new drainage structures; installing of underground electric lines from the utility pole at the road to the new warehouse building; installing of a new underground water line and RPZ valve from the public water main under the road to the new warehouse building; installing of a new geothermal heat pump system with electric backup; installation of a new driveway, as shown on plans, crushed stone base for the construction phase of the project, finished asphalt suface for the post construction phase of the project; installing of new landscaping plants and lawns. All improvements are to conform to State, County and local standards and specifications. P.O. Bo~ 1179 . ~ooutheM. NY 11 g7 I..095'9 BUn ~ING DEPAWi'M~qT 'tOWN OF 80fJTl-lO~.n Tde~mne (68z) 765-180~ APPLICATION FOR ELECTRICAL INSPECTION BY: Name: Date: *Name: *J~ddres$: · *Cross Street: Pem~it No.: Tax Map District: JOBSITE INFORMATION: (*Indicates required information) *BRIEF DESCRIPTION OF WORK (Please Pllnt Clearly) Lot.: *Is.job re~ly for Inspe~ion: *Do you need a Temp Ce~iF~ate: Temp 'lnfonnaUon {If needed) · Rough In ' Final 100 150 20O ~00 35O 40O , Other Re-conne~ Underground Number c~ Melx~m Change of ~oe Overtmad Town Hall Annex 54375 Ma. in Road P.O. Box 1179 Southold, NY 11971-0959 Telephone {631) 765-1802 · ax (631) 76 - 5 ro.qer, nchert(~,~own.so 5u~5o(~. ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: *Name: *Address: *Cross Street: ~)~ *Phone No.: Pe~it No.: Tax Map District: 1000 Section: (*Indicates required information) Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Tamp Certificate: Final Tamp Information (If needed] *Service Size: (/1Ph'ase~/) 3Phase 100 150 ~ 300 350 400 Other *New Service: Re-connect U~.~ergroun~-~ Number of Meters/Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 25235 Main Road, Cutchogue NY 11935 (631) 734 6405 Fax (631) 734 6407 To: Mr. Mike Verity Chief Building Inspector From: Nancy Steelman Address:Town of Southold Date: June 27, 2012 Town Annex CC: Southold, NY 11971 Re: Sparkling Pointe Warehouse [] Urgent x Fe.r Review [] Please Comment [] Please Reply Mike, Please find the following: One(1 ) Revised Construction Documents with the following information: 1. Fire Extinquishers - Sht #3 2. Access to Mechanical Room - Sht ~4 3. Emergency Light at Exit signs as originally shown on Sht~8 4. Vertical Grab Bar with relocated window - Sht ~4 5. Structural Design criteria - Sh~ S-1 Revised Energy Calculation - 2010 NY Energy Conservation Construction Code Version 3.9.1 Door Specification/Schedule Please call if you have any questions. Nancy Steelman JUN 2 7 2012 S A M U E L S & S T E E L M A N Building Code Section: 302 311.3 Sparkling Pointe Warehouse Building Code Requirements from the "Building Code of New York State" Effective August 2010 June 7, 2012 OCCUPANCY CLASSIFICATION Main occupancy: S-2 Low Hazard Storage, Beverages; up to and including 12 percent alcoholic content 508.3.1 ACCESSORY USE AREAS Any other accessory use area shall not be required to be separated by a fire barrier, provided the accessory use occupies an area not more than 10 percent of the area of the story in which it is located and does not exceed the tabular values in Table 503 for the allowable height or area for such use. B Business Group Office Area< 10% 508.3.2 NONSEPARATED USES Each portion of the building shall be individually classified as to use. The required type of construction for the building shall be determined by applying the height and area limitation for each of the applicable occupancies to the entire building. The most restrictive of construction, so determined, shall apply to the entire building. All other code requirements shall apply to each portion of the building based on the use of that space except that the most restrictive application provisions of Section 403 and Chapter 9 (see below) shall apply to these nonseparated uses. Fire Separations are not required bet~veen uses~ev~cept as required by other provisions. 503 1004.1 1015.1 GENERAL HEIGHT AND AREA LIMITATIONS Table 503, Group S-2 non-sprinklered Allowable Height: 2 Stories Allowable Area: 13,500 sf Type V-B construction Most restrictive group: S-2, 2 Story, 13,5000 sf Building Area: 5,568 SF DESIGN OCCUPANT LOAD S-2 Low Hazard Storage: 500 sf/occupant, gross area 5568sf/500sf = 11.136 occupants EXIT OR EXIT ACCESS DOORWAYS REQUIRED. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The occupant load of the space exceeds the values in Table 1015.1. 2. The common path of egress travel exceeds the limitations of Section 1014.3. 3. Where required by Sections 1015.3, 1015.4 and 1015.5. TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS: OCCUPANCY: S: MAXIMUM OCCUPANT LOAD:30/75' Travel Distance S-2 Storage - one means of egress required if under 30 occupants, 12 occupants, two means of egress is required due to exceeding the travel distance. 2901 PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES Occupancy S-2 Low hazard storage PLUMBING FIXTURE CALCULATIONS S-2 LH Storage: Total Occupants: 12 1 WC per 100 1 LAV per 100 1 WC 1 LAV Total Provided: 1 WC & 1LAV 1 Unisex (Employees only,less than 15) 2902.2(2) Separat facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or less 25235 Main Road, Cutchogue NY 11935 (631) 734 6405 Fax (631) 734 6407 To: Mike Verity From: Nancy Steelman Address:Building Department Date: July 6, 2012 Town of Southold CC: Re: Sparkling Pointe Warehouse [] Urgent x For Review [] Please Comment n Please Reply 1, 3 sets of Construction Documents with revisions Please call if you have any questions. Nancy Steelman S A M U E L S & S T E E L M A N July 9, 2012 Mr. Michael Verity, Building Department Town of Southold 53095 Main Road Southold, NY 11971 Re: Sparkling Pointe Warehouse 1270 County Road 48 Southold, NY 11971 SCTM #1000-69-3-3 Dear Mike, The proposed Ladder to the Mechanical Room on the Second Floor will meet the NY State Mechanical Code for permanent Ladders. Specfically section 306.5 1-7. If you have any questions, please do not hesitate to call. Sincerely, Samuel, C'and Stee~tn,an Architects /: / Town Hall Annex 54375 Main Road P.O. Box 1179 Soulhold, NY I 1971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 20, 2013 John Bertani 1380 Oaklawn Dr Southold NY 11971 Re: Sparkling Pointe, 1270 CR 48, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: ** Note: Certification by an Architect or Engineer for Stormwater Runoff Compliance, see enclosed inspection ticket dated 2/8/13. J ~*~Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) __ A fee of $50.00. ~// Final Health Department Approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) ~/ Final Planning Board Approval. (Planning # 765-1938) ~Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37346 - Commercial Warehouse Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 11, 2013 John Bertani 1380 Oaklawn Dr Southold, NY 11971 RE: Sparkling Pointe, 1270 CR 48, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Please submit certification for the Solar Panels along with $50.00. __ Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. t'~ Final Health Department Approval. ~ Plumbers Solder Certificate. (All permits involvin9 plumbin9 after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) ('~Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37346- Solar Panel Amendment to Commercial Warehouse C GREENLOGIC ENERGY March 19, 2013 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 37346 Home Rescue Solutions 1270 CR 48, Southold To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Home Rescue Solutions' solar electric system, which we installed at 1270 CR48, Southold. Please arrange to send them the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Barbara Casciotta Senior Account Manager GreenLogic LLC 631-771-5152 Ext. 117 MAR 2 0 2013 ~77 77} 4330 F~x:~777714B~© SOUTHAMPTON 42b (}ciur/ty Rd 39A Soutl'ar~]pto[h NY 11968 ROSLYN HEIGHTS 200S Servce Rd, Roe,yin HeighF,, NY Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com May 16, 2012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Home Rescue Solutions (Sparkling Pointe) 1270 County Road 48 Southold, NY 11971 Engineering Consulting Ph: 631-986-0000 Fax: 631-382-8236 engineer@pacificoengineering.com I have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A mean roof height 16 ft pitch 4 1/4 in/12 roof rafter 2x6 rafter spacing 24 in OC Reflected roof rafter span 6.6 ft Table R802.5.1 (1) max 10.8 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, point GEOGRAPHIC DESIGN Category Snow Load Speed, 3 prier30 per CRITERIA pg sec gust, ASCE 7, Ioad,pUll°Utlb Fastener type mph psf Roof Section A C 20 120 59 1269 5/16" dia screw, 4-1/2" length, 2 per Professional Engineer SURFACE 1 LAYOUT *Always double check measurements LayoutGreenL°gic' LLC -Approved 9623'04kWcanadian Solar 240w Panel Dimension =64.5"x38.7" ,~,~ Array Length = 1238.4" Home Rescue Solutions UniRac Sunframe (Sparkling Pointe) Azimuth = TaD° Array Height = 198" 1270 County Road 48 Pitch = TBDo Surface Dimensions =132'x30' Southold, NY 11971 Scale 1/16"= 1.0' Magic # = 65.25" ISSUES / SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT ~ Canadian Solar 240w A) Attachment type and count: 74 Standoffs. · Attachment Point UniRac Sunframe '~~ B) Rail type and count: UniRac Sun frame I t 2x4" Douglas FirTruss 24" On Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 5-1-12 LOGIC ;URFACE 1ATrACHMENTS *Always double check measurements GreenLogic, LLC- Approved !23.04kW Panel Dimension =64.5"x38.7" Layout 96 Canadian Solar 240w Array Length = 1238.4" Home Rescue Solutions UniRac Sunframe Array Height = 198" (Sparkling Pointe) Azimuth = TBD° Surface Dimensions =132'x30' 1270 County Road 48 Pitch = TBD° Magic ~ = 65.25" Southold, NY 11971 Scale 1/16"= 1.0' ' /2// PROJECT COMPONENT COUNT ~ Canadian Solar240w A) AEachment ~pe and count: 74 Standoffs. ~ Affachment Point B) Rail type and count: UniRac Sunframe UniRac Sunframe ~ ~ 2x4" Douglas Fir Truss 24" On Ralph Pacifico Professional Engineer Center NYS Li~ 066182 NJ Li~ 249E047~300 Layout Created By: MVP Date: 5-1-12 LOGIC DRAWING NUMBER: p~ E~PC 3 OF 4 SURFACE 1 STRINGING 4X8 on SMA SB8000TLUS-10 (3) *Always double check measurements GreenLogic, LLC - Approved 23.04kW Panel Dimension =64.5"x38.7" Layout 96 Canadian Solar 240w Array Length = 1238.4" Home Rescue Solutions UniRac Sunframe Array Height = 198" (Sparkling Pointe) Azimuth = TBD° Surface Dimensions =132'x30' Southold, NY 11971 Scale 1/16" = 1.0' ISSUES / SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT r~ canadian Solar 240w A) Attachment type and count: 74 Standoffs. · Attachment Point B) Rail type and count: UniRac Sunframe ~-~ UniRac Sunframe t t 2x4" Douglas Fir Truss 24" On Ralph Pacifico Professional En~lineer Center NYS Lic8 066182 NJ Lic~ 249E04744300 Layout Created By: MVP Date: 5-1-12 LOGIC EL~MINATING THE COST OF ENERGY ,JOB MATERIAL LIST Material List UniRac 4" Drk Standoffs 5/16"x4.5" SS Lag Bolts 5/16" Stainless Steel Washers Oatey :~2920 Flashin§ 74 148 148 74 Rail Material List Otv. DRAWING NUMBER: 4 OF 4 MATERIAL LIST *Always double check measurements. ~:~~ GreenLogic, LLC - Approved 23.04kW Layout 96 Canadian Solar 240w Panel Dimension = 64.5"x38.7" Home Rescue Solutions UniRac Sunframe Array Length = 1238.4" (Sparkling Pointe) Azimuth = TBD° Array Height = . 1270 County Road 48 Pitch = TBD° Surface Dimensions = Southold, NY 11971 Scale 3/16" = 1.0' Magic # = 65.25" PROJECTOOMPONENTCOUNT ]~-C~I Canadian Solar 240w A) Attachment type and count: · Attachment Point -- UniRac Sunframe B) Rail type and count: UniRac Sunframe I I 2x4" Douglas Fir Truss 24" On Center Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 5-1-12 NYS Lic~066182 NJ Lic~249E04744300 Project: Sparkling Pointe Warehouse DOORS Provide all doors as shown on Plans and in Schedule. Handle, store, fit, hang, prepare for finishing and finish as per manufacturers directions. OVERHEAD DOORS Provide Insulated 24ga galzanized steel rolling overhead door by the OVERHEAD DOOR CORPORATION (or approved equal) Stormtite Series 625 "face of wall mounted" of sizes note on FLOOR PLAN. Provide all required hardware. INTERIOR AND EXTERIOR METAL DOORS Provide commercial grade flush steel doors and frames by "Benchmark" manufactured by Therma Tru,lnc. All exterior door to have "Accessible" Thresholds. Prepare doors and frames to receive hardware. Shop prime all units. Provide 20-gauge steel doors of elevation and swing shown. Set doors accurately in frames, within clearances specified in SDI-100. Provide 16-gauge steel frames with mitered and welded corners. Place frames prior to construction_.._.___~ of enclosing walls and ceilings. ~ ~-~ ~ DOOR # SIZE (w x h) UNIT NOT 1 3' x 7'-0" 400 Ext. D~2~V~eatherstrip-Exit 2 3' x 7'-0" Int. Dr. 3 3' x 7'-0" Int. Dr. 4 3' x 7'-0" Int. Dr. 5 14'x14-0"' O.H door 6 3' x 7'-0" Ext. Dr/VVeatherstrip-Exit 7 3' x 5'-6" Mech. Rm - Verify ht 8 3' x 7'-0" Ext. Dr/VVeatherstrip-Exit 9 3' x 7'-0" Int. Dr. 10 10'x10' O.H door 11 10'x10' O.H door12 12 3' x 7'-0" Ext. DrNVeatherstrip~Exit FINISH HARDWARE (Allowance) GENERAL - Provide finish hardware by Schlage or approved equal on all doors, including: hinges, lock cylinders and keys, latch sets, bolts, weatherstripping for exterior doors. HARDWARE SCHEDULE EXIT DOORS: Panic hardware bar INTERIOR DOORS: ADA compliant levers COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Construction Site: 1270 County Road 48 Southold, NY 11971 Section 1: Project Information Project Type: New Construction Projec{ Tit~e: Sparkling Pointe Warehouse Owner/Agent: Home Rescue Solutions c/o Sparkling Poinle 39750 County Road 48 Southold, NY 11971 631-765-0200 Section 2: General Information DesignedContractor: Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Nancy@Sam uelsandSteelman.com Building Location (for weather data): Suffolk, New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing / Wall Area Pct.: 2% Activity Type,s) Floor Area Warehouse 6072 Section 3: Requirements Checklist Climate-Specific Requirements: Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1: Attic Roof with Wood Joists 5568 30,0 7,0 0.027 0.027 Extedor Wall 1: Wood-Framed, 16" o.c. 737 33.0 2.2 0.043 0.059 Window 1: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 4 ...... 0.310 0.400 0.29, PF 0.08 Window 2: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 4 ...... 0.310 0.400 0.29, PF 0.09 Window 3: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 4 ..... 0.310 0.400 0.29, PF 0A0 Window 4: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 10 ...... 0.310 0.400 0.29, PF 0.06 Window 5: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 10 ..... 0.310 0.400 0.29, PF 0.06 Window 6: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 10 ..... 0.310 0.400 0.29, PF 0.07 Door 1: Insulated Metal, Swinging 26 ...... 0.650 0.700 Door 2: Insulated Metal, Non-Swinging 196 ...... 0.650 0.500 Exterior Wall 2: Wood-Framed, 16" o.c. 1808 33.0 2,2 0.043 0,059 Window 7: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 13 ...... 0.310 0.400 0.29, PF 4.90 Door 3: Insulated Melal, Swinging 26 ..... 0650 0.700 Door 4: insulated Metal, Swinging 26 ...... 0.650 0.700 Exterior Wall 3: Wood-Framed, 16" oc. 737 33~0 2.2 0.043 0.059 Project Ti0e: Sparkling Pointe Warehouse Report date: 06/26/12 Data fllename: \\Samuels-server~officg\Common autocad files~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 1 of 9 Door 5: Insulated Metal, Non-Swinging 117 ...... 0.650 0.500 Door 6: Insulated Metal, Swinging 26 ...... 0.650 0.700 Extedor Wall 4: Wood-Framed, 16" D.C. 1808 33.0 2.2 0.043 0.089 Window 8: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 13 ...... 0310 0.400 0.29, PF 008 Window 9: Vinyl Frame:Double Pane with Low-E, Clear, SHGC 13 ...... 0.310 0.400 0.29, PF 0.08 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1. Ali joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installafion instructions. [] 2. Windows, doom, and skylights certified as meeting leakage requirements, [] 3. Component R-values & U-factors labeled as certified, F3 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels, [] 5 'Other' components have supporting documentation for proposed U-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. [] 8. Cargo doors and loading dock doom are weather sealed, [] 9. Recessed lighting fixtures installed in the building envelope are Type lC 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. ff. in area, [] Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doom, [] 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 submi0ed with this permit application. The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Cede requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. [Wr oh~ens s~ oRnea ig ijSut~ rgemde nde, s~ ug cn hP r[~ ;)~f~ sS si( ~ n.~ ;lehda;~tl ~c~ ~ e, dr; ;~ cedi gmn;ida tnhiS p~ge ~i~eCY aedree' a fte~Ct~?g that to the best of his/her knowledge, belief, and / Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \\Samuels-server\office\Common autocad files~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 2 of 9 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information ProJect Type: New Construction Project Title: Sparkling Pointe Warehouse Construction Site: Owner/Agent: 1270 County Road 48 Home Rescue Solutions Southold, NY 11971 c/o Sparkling Pointe 39750 County Road 48 Southold, NY 11971 631-765-0200 Designer/Contractor: Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Nancy@SamuelsandSteelman.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (fl2) Watts / fl2 (B x C) Warehouse 6072 0.8 4858 Total Allowed Watts = 4868 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID: Description i Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. Warehouse (6072 sq~ff.) Linear Fluorescent 1: 96" T8 ES 60W / Electronic 2 11 60 660 Linear Fluorescent 2: Other / Electronic 2 6 32 192 Totar Proposed Watts = 852 Section 4: Requirements Checklist Lighting Wattage: [] 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 4858 852 YES Controls, Switching, and Wiring: ~1 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertica~ fenestration. [] 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: [] Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ~1 Daylight spaces enclosed by wal~s or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ~{ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: [] Areas designated as secudty or emergency areas that must be continuously i~luminated. Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \\Samuels-server~office\Common autocad files~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 3 of 9 [] Lighting in stairways or corridors that are element~ of the means of egress. E] 5. Master switch at entry to hotel/motel guest room. [] 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. [] 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 shutoffcontrol in buildings larger than 5,000 sq.ft Exceptions: [] Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. I~ 10.Photocell/astronomical time switch on extedor lights Exceptions; [] Lighting intended for 24 hour use. [] 11.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts), Exceptions: [] Electronic high-frequency ballasts; Lurninaires on emergency cimuits 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 3.9.1 and to comply with the mandatory requirements in the R equi re me nts Checklist /~/~.~' / /'~]__ l~am~--Title I .... /.~natur~ ~'-- Da* '/ Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \\Samuels-server\office\Common autocad tiles~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 4 of 9 COMcheck Software Version 3.9.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Construction Site: 1270 County Road 48 Southold, NY 11971 Project Type: New Construction Project Title: Sparkling Pointe Warehouse Exterior Lighting Zone: 2 (Light industrial area with limited nighttime use) Owner/Agent: Home Rescue Solutions c/o Sparkling Pointe 39750 County Road 48 Soutbold, NY 11971 631-765-0200 Designer/Contractor: Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 N ancy@SamuelsandSteelman.cem Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior ArealSudace Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts I Unit (B x C) Main entry 5 fi of door width 20 Yes 100 370 Other door (not main entry) I fl of door width 20 Yes 20 80 Other door (not main entry) 1 fi of door width 20 Yes 20 80 Total Tradable Watts* = 140 530 Total Allowed Watts = 140 Total Allowed Supplemental Watts** = 600 * Wattage tradeofrs are only allowed between tradable areas/surfaces, ** A supplemental allowance equal to 600 watt~ 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 I Lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main e~ (~ft of door width) Tradable Wattage HID 1: Metal Halide 70W / Standard I 3 70 210 Compact Fluorescent 1: BIAX 80W / Electronic 1 2 60 160 Othe~ (~t ~a h ~hf~'~')i~l ft of~kfth) Tradabl~ wattage Compact Fluorescent 2: BIAX 80W / Electronic 1 I 80 80 Otfietd~ (~ai~ ~fi~)('i ft ~ d~Or ~th); Tradable Wattage Compact Fluorescent 3: BIAX 80W / Electronic 1 I 80 80 Section 4: Requirements Checklist Total Tradable Proposed Wafts = 530 Lighting Wattage: 1. Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tredable areas/surfaces, total proposed watts must be less than or equal to total allowed watts, Compliance: Passes using supplemental allowance watts. Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \\Samuels-server\office\Common autocad files~ACTIVE PROJECTS~SP Warehouse\Energy Calculations\Sparking Pointa Warehouse-REVISED.cck Page 5 of 9 Controls, Switching, and Wiring: [] 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting, D 3. Lighting not designated for dusk-to*dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch~ [] 4 Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. [] 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: [] 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 Slatement: 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 Ve~.~on 3.9.1 and ~:~comply with the mandatory requirements in the / ~/ Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \\Samuels-server\office~Common autocad flles~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 6 of 9 COMcheck Software Version 3.9.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Construction Site: 1270 County Road 48 Southold, NY 11971 Section 1: Project Information Project Type: New Construction Project Title: Sparkling Pointe Warehouse Owner/Agent: Home Rescue Solutions c/o Sparkling Pointe 39750 County Road 48 Southold, NY 11971 631-765-0200 DesignedContractor: Samuels and Steelman Architects 25235 Main Road Cutchogue, NY 11935 631-734-6405 Nancy@SamuelsandSteelman.com Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Section 3: Mechanical Systems List Ciuantity System Type & Description 1 HVAC System 1 (Multiple-Zone): Groundwater Source Heat Pump Heating Mode: Capacity = 6550 kBtu/h, Cooling Mode: Capacity = 5449 kBtu/h,, Air Economizer 1 Water Heater 1: Electric Instantaneous Water Heater, Capacity: 0 gallons w/Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: [] 1, Minimum one temperature control device per zone [] 2 Integrated economizer is required for this location and system, [] 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. [] 4. Systems serving more than one zone must be VAV systems [] 5. Dual-duct VAV mixing boxes installed to minimize mixing [] 6. Controls capable of resetting supply air temp (SAT) by 25% of SAT-room temp difference Exception(s): [-I Systems that prevent reheating, recooling or mixing of heated and cooled supply air [] Seventy five percent of the energy for reheating is from site-recovered or site solar energy sources. [] Zones with peak supply air quantities of 300 cfm (142 Lis) or less. [] 7. VAV fans with static pressure sensors are placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure. If placement results in the sensor being located downstream of major duct splits, multiple sensors are installed in each major branch, Exception(s): [] Systems with DDC of individual zone boxes reporting to the central control panel and reset of static pressure setpoint based on the zone requiring the most pressure. [] 8. Systems with DDC of individual zone boxes reporting to the central control panel has static pressure setpoint reset based on the zone requiring the most pressure, Requirements Specific To: Water Heater 1: [] 1. Water heating equipment meets minimum efficiency requirements: No efficiency requirements for electric instantaneous water heater. Project Title: Sparkling Pointa Warehouse Report date: 06/26/12 Data filename: \\Samuels-server~office\Common autocad flles~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 7 of 9 [] 2 All piping in circulating system insulated [] 3. Automatic time control of heat tapes and recimulating systems present [] 4 Controls will shut off operation of cimulating pump between water heater/boiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): I~ Standby equipment automatically off when primary system is operating [] Multiple unils controlled to sequence operation as a function of load [] 2. Minimum one temperature control device per system [] 3. Minimum one humidity control device par installed humidification/dehumidification system [] 4. Load calculations per ASHRAE/ACCA Standard 183. [] 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2ohour occupant override, 10-hour backup Exception(s): ~1 Continuously operating zones [] 2 kW demand or less, submit calculations [] 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum [] 7 R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts end the building extedor when ducts are part of a building assembly Except/on(s): [] Ducts located within equipment ~1 Ducts with interior and exterior temperature difference not exceeding 15°F. [] 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [] 9. Ducts sealed - longitudinal seams on dgid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Except/on(s): [] Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches wg. pressure classification [] 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in, Chilled water/refrigerant/brine pipe insulation: 1.5 in, for pipes <=1.5 in. and 1 5 in. for pipes >1.5 in, Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in for pipes >1.5 in. Exception(s): [] Piping within HVAC equipment. [] Fluid temperatures between 55 and 105°F, [] Fluid not heated or cooled with renewable energy [] Piping within room fan-ceil (with AHRI440 rating) and unit ventilators (with AHRI840 rating), [] Runouts <4 fl in length. [] 11.Operation and maintenance manual provided to building owner [] 12.Balancing devices provided in accordance with IMC (2006) 603.17 [] 13. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 It2. in spaces >500 fi2) and served by systems with any one of 1 ) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm, Exception(s): [] Systems with heat recovery. [] Multiple-zone systems without DDC of individual zones communicating with a central control panel. [] Systems with a design outdoor airflow less than 1200 cfm, [] Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. [] 14.Motorized. automatic shutoff dampers required on exhaust and outdoor air supply openings Except/on(s): [] Gravity dampers acceptable in buildings <3 stories [] Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlecked with fan [] 15.Automatic controls for fi.eeze protection systems present [] 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fi.action or specifically exempted Exception(s): [] Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. [] Systems serving spaces that are heated and not cooled to less than 60°F Project Title: Sparkling Pointe Warehouse Repod date: 06/26/12 Data filename: \\Samuels-server\office\Common autocad files~ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Points Warehouse-REVISED.cck Page 8 of 9 [] Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. [] Heating systems in climates with less than 3600 HDD. [] Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. [] Systems requiring dehumidification that employ energy recovery in series with the cooling coil, [] Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separale make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room setpeint temperature, c) cooled to no lower than 3=F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the buiiding plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMchec Version 39.1 and to comply with the mandatory requirements in the Requirements Checklist. ~//~ l.~--~.~- ~:~/Z~//~... Section 6: Post Construction Compliance Statement [] HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner [] HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor [] Wdtten HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed Pdncipel Mechanical Designer-Name Signature Date Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename: \~Samuels-server\office~Common autocad files\ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 9 of 9 LIPA 4~ ELE~TI~I~ LINE ' -~1,,I) "B" FO~ ADDITIONAL I ~ ~PPOL~ ~OUN~ ~ TOILET ~OM / 18'x1¢' . P~OPO~ ~ t (D~ "A" I / NO i ~, EXICT. ~LL LOOATION~ I / / % ~ '~ "a" SITE DATA. SCTM # 1000-69-03-3 P~OPERTY: 1270 COUNTY RD 48 ADDRESS SOUTHOLD, NEW YORK 11971 OWNER: THRESHOLD BLUE, LLC cio SPARKLING POINTE 39750 COUNTY ROAD 48 ,. SOUTHOLD, NY 11971 SITE. 43,642 SQ. FT. = 1.002 ACRES ZbNING: LI - LIGHT INDUSTRIAL ~OVEI~GE: ALLOWABLE: 30% OR t309~.8 SF , PROPOS£D:t3.8% or 8808 SF LANDSCAP~ . OOVERAGE. REQUIRED: .25'/o ~R 10,910 SF , PROPOSED. 57.4~ OR 25,074 SF SURVEYOR: HANDS ON SURVEYING 26 SILVER BROOK DRIVE FLANDERS, NY 11901 . LICENSE # 050363 ~ DATED: JULY 5, 2011 ILOCATION MAP PARKING CALCULATIONS " WAREHOUSE AREA 5,520 SF I SPACE / 1000 SF 5.5 SPACES OFFICE AREA 288 SF t SPACE/100 SF. 2.88 SPACES PARKING REQUIRED 8. 4 SPACES or 9 SPACES PARKING PROVIDED - 4 SPACES INCLUDING 1 H.C. SPACE PARKING LAND BANKED: 5 SPACES I~ (¢- , J "a" SITE PLAN APPROVAL SANITARY SYSTEM APPROVAl IREVISIONS DEC. 18, 2011 DRIVEWAY LOC. PARKING 2012 I< I~ "'" ~ ~ ~ /::: DRAWN BY: UT CHECKED BY: NS DATE: NOVEMBER 23~ 2011 SCALE: 1 "=40'-0" SHEET TITLE: OVERALL SITE PLAN SHEET NO: 1 J ! DEC. 18, 2011 I DRIVEWAY LOC. . / -- ~ I PARK,NO ! MAR, t4, 20t2 I MAR. 28, 2012 f- ~R/~E LINE ELEVATION 20.5 FT. ELECiAIC. LI~ J/ ~ , ~1 MIN. 2 MAX. , ~1' MIN. 2' MAX. I / SEPTIC PROFILE-WAREHOUS~ , :: ~; ~ ;' ,...s., LLON ST ~ ~ ~ a L. ~ ~ ~ (~ "A" I. ALLOWABLE DENSITY ~ BITE DENSITY CALCU~TION J 1, WAREHOUSE (0.04 GPDISF) .04 GPD X 5520 SF = 220.8 GPD J (D~ "A" TOTAL BITE DENSITY FLOW = 238.08 GPD J ' ~ ~ROUND WATER EL: 3F PROJECT ~OT OVER OEN81~ J ~ I I ~PICAL LEACHING POOL DETAIl .... : N.T.S. SEPTIC SYSTEM 1. o.o. CONe. 5L~ I ON ~E I I .04 GPD X 5520 SF = 220.8 GPD ~ 5TO~ENETASTiN~ I IONLYI I 0.06 GPD X 288 SF = 17.28 GPD NO~, ._ j j SEWAGEFLOW =238.08GPD / *' ~ ~' Il I IlL SANITARY SYSTEM REQUIREMENT: II / D~INAG E CALC U~TIONS.' t lSEPTIC TANK (ST):238.08 GPD x 2 DAY FLOW = 476.16 GAL l USE MINIMUM:1200 GAL SEPTIC TANK (8 FT D~ x 4 FT LD) 2.L~CHING POOL~ ( LP ): 238.08 / 1.5 S.F./GPD = 158.72 S.F. ROOF STRUCTURE USE MINIMUM (1 - 10 FT. DIA. X 10 FT. HT.) I DRYWELL AREA x ~INFALL x RUNO~FFACTOR EFFECTIVE DEPTH (1 "t0FT. DIA. Xg.67FT. HT.)=303.63S.F. CRUSHING PAD - LOADING AR~ - PARKING AR~ DRY WELL AREA x ~INFALL x RUNOFF FACTOR (DW)"A" 6,206SFx (~t2FT.) x 1.0 =I035CU. FT. I ROOF STRUCTURE, CRUSHING PAD, LOADING & PARKING AREAS TEST H OLE "~GEoscMARKMcDONALD / LO~D I H~ - TOTAL .mua~D: ~,0~3 cu. ~T. + ~,035 CU. FT. = 2,~ CU. FT. USE: (4) 10' DIAMETER x 7' HIGH POOL IENCE (4) t0' X 7' STORM D~IN RING = 1916 CU. FT. TEST HOLE DATA (1113111) EL: 20.0' USE: (4) 10' DIAMETER SOLID WALL DOMES ~ FI. DARK BROWN LOAM OL l (o~ (p~ I,A,I (4) 10' SOLID WALL DOMES = 434 CU. FT. D~WN BY: NS & PROVIDED REQUIRED UT 2350 CU. FT. > 2t28 CU. FT.J CHECKED BY: NS 2.5 FT, BROWN SILT ML ENTRY DRIVEWAY PALE BROWN FINE SP B / J DRYWELL AREA x ~INFALL RUNOFF TO MEDIUM SAND -- DATE: / X FACTOR (DW)"B" 6,097SFx (~12FT.) x 1.0 =1017CU. FT. / SCALE: USE: (3) 8' DIAMETER x 8' HIGH POOL ~ ~ EL: 3.4~ ~ AS_HO~ F~ (3) 8' X 8' STORM D~IN RING = 1013 CU. FT. ~ ~ATER~PA~ BROWN FINE SP ~ SHEET TITLE. - ~I~T. ~T~TION USE: (3) 8' DIAMETER SOLID WALL DOMES 17 FT TO MEDIUM SAND (3) 8' SOLID WALL DOMES = 162 CU. FT. / .ROWOED~EemRED PARTIAL .~SCU.~T. > ~o~;cu.~. SITE PLAN PARTIAL ENLARGED SITE PLAN SCALE: t'=20'-0" of Health, Approval for Construction-Other T]mn Single Famfl - SANITARY SYSTEM APPROVAL & DETAILS/ 3ALCULATIONI SHEET NO: 2 GENERA L STORMWATER POLLUTIO PREVENTIO N NOTE S LAND NOIN OR FORMERLY LA4~IN LA~IN DI, N "B" - ¢'x~' 5UFFOL~ COUN~ DT IN¢ UTILI~ along w~th all associated site wo~. The site work will include: removal of bees and brash.as indicated ~ LINE ~ 24FT ~IDE on plans, grading from the mad to the ~outhem podion of the proposed building; i~s~allat,on of the AC~E~, NE~ proposed drainage structures and sepbc system; and installabon.of unde~mund p~p~ng from the ~ ~ / ~U~IN~ build,nc guffers and downspouts to the new drainage structures; ,nstalling .of unde~mund ele~dc ~ - U~.OU~ ~ ~ON~ I ~Tl~ /~ lines from the utility pole at the mad to the new warehouse building; instalhng of a new underground water line and RPZ valve Eom the public water main under the mad lo ~he new warehouse b~ilding; ~LEC I ~(~ LINE FINI~~T ~A~IN~ AFaR ~~N~OI_ HEADU~: ins~lling of a new geothermal heat pump system with electdc backup; ~nstallation et a new dnveway, ~RHANENT 5TORH GON5 ~ ~GTION ~ ~SED HAY BALE5 ~ SILT as shown on plans, crashed ytone base for the cynstmction phase of the project, tin,shed asphalt ~ ~ bR ~NOFF ~ ~ SEE DETAIL suface for the post constmcbon phase of the plied; installing of new lands~ping plants and lawns. ~ON I KOL All improvements are to confo~ to State, County and Io~1 standa~s U~E~OUN~ ~ 5HRU~5; SPIRAEA, I LEX-5~" HT, and specifi~tions. ~gg5 ~ITH . ~ ~OUN~OVERS: JUNIPERU5 eAST I~ON ~lb~ +22.0 g~ "~" - GENE~L SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE L~N AT ~R~E ~PIC~ ~ ~ --TOTAL A~A OF DIS~ANCE: 1. Installation of erosion control measures (silt fence ba~em) B4,520 2. Removal of trees and brash . T~ +21.0 'UN~E~OUN~ ELE~IC LINE 3. Grading, from the rea( to the Southern po~ion of the proposed building D~ - e'xe' -UNDERDROUND ~A~R LI~ 4. Installation of the d~lnage stm~ures and septic system % PE~HANENT 5. Installation of the dnveway, c~sh~d ~tone base for t~e construction phase of the proje~ J ~ON~TION ~NOFF CONSOL IHEA~U~: 6. Installatio~ of underground electnc lines from the utih~ pole at the mad 5TA~IN~ A~A ~OPOSED UNDE~ROUND ~OPT x ~OFT D~Y~LL~ (51ZE~ ~O~ A 7. Constm~ion of the Warehous~ building . STORM ~R ~a O~ ~INFALL "D~ A" ~ "~h B") TO 8. Ins~llation of underground piping fro~ guttem and downspouts to the drainage statures ~NOFF O~ ~TO~ ~AIN 9. Ins~lmati~n of the underground water hne and RPZ valve to the new warehouse buddmg OON I AOL --~O~EY STORM BUILDIN~ 5~G~RE AND ALL 10. Installab. on of the geothermal heat pump system ~ASU~, ~R ~NO~ PA~ 11. Inslallabon of the new dnve~ay, finished asphalt s~a~ P~OPO~ED HA~ ~ON ~ mOL ~A~: 'F +21.~ '~ "B" - ~'x~' 12. Installation of new landscaping plants, lawns and automatic i~gation system ~ALE5 ~ ~ILT ~PO~E~ HA~ ~HPO~ 13. Removal of the tempora~ erosion ~ntml measures FENCE DU~IN~ ~0,~ ~E~ ~ ~ILT ~IE~ ~N~F ~ ~XI~TIN~ ~ON5 ~ ~TION ~ FEN~ DU~IN~ ~ON ~ ~OL ~A~; ~ SITE DATA CONS, ~TION DEE ~OPODED HAY ~AL~ ~ ~F, ~T~I~ Sit~ Acme Area: 1.002 DETAIL ~ I 51LT F~OE Sod Classifi~tion: See test hole ~pTj~/ DETAIL~ ~HOVED FROH 511 ~,. Receiving Watem: None ~H ~INA~E 5~J~5. 150 NEICH~IN~ In ac~an~ with t~e provisions of the Town of S~uthold, chapter 236, sto~ water management ~ . ~ A - IO'x~' FILL~PTIG~MOVE~M:FROM and erosion and ~ediment ~ntrol measures including, but not limited to, the following shall D~IVE~: be employed during ~nstm~i~n: . ~ ~ G~ OF other approved moans) and shall remain undistu~od. L~ ~ ~ B. Clea~g and Gm~.ing shall be scheduled so as to minimize the extent of exposed areas ~N~. ~ FO~ME~O~OS~i ~NF~NG~5 J' 5U~FAOIN~P~IO~ and t? length of hme that alas are exposed. A maximum of 0.8 acme shall be distu~ed at ~O~KSI -A~A OF BUIL~IN(= one ~]me. Graded and stdpp~d alas shall be kept stabilized through t~e use of tempomw 5H~B5= SPIREA,. 5~JP TOPSOIL ~O~N see&nc as required. Seed m~xtums shall be in accordance with the so~l convemation se~ice ILEX-Be" HT, - ~OVE TOP~O~L F~O~ ~1~ e~UN~GOVERS, ~[~ BUILDIN¢ ~RIHE~R recommendations. C. Bare soils shall ~e seeded within 14 days of exposure, unless constBmion will begin within 'T¢ ~1~,.~ JUNIPEr5 21 days as seam,s are completed, or if constmciton on an ama is suspended, the ama shall ~ A - IO'x~' [ ~NOH FO~ FOUHDATION (~" :DEEP 24" ~IDE, be seeded immediately. . .... OFFIGE FILL - BA¢~ FILLEP A~AINST a. Seed preparation - scan~ so~l ~f compared, remove debds and obshc~les such as *TOILET FOOTIN~ AN~ FOUNDATION roots and stumps. NO ~U~A~ ~oM 0 "A" b. SoilAmendments ATERD ILL I&'xl~' LAN~ NO~ 1. Lime to ph 6.0 SUFFOLK GOUNT~ ~ATE~ 2. Fe~il~ze wi~ 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ff.) I HPAOTED PROPOSED AUTHO~I~ c. Seed M~xtures +2o.5 ~A~HOUSE 1. Temporaw seedlings ~O~OT BUILDIN¢ "A" a. Ryegrass (annual or perennial) ~ 30 lbs. per acm (0.7 lbs per 1,000 sq. ff.) 44'xl20' b. Ce~ifled "Aroostook" winter ~e (cereal we) ~ 100 lbs. per acre ~,~20 ~ (2.5 lbs per 1 ,~00 sq. fl.) use winter ~e E seeding in O~ober/November. .PERHA~NT 2. Pe~anent seedhngs - See ~nds~ping plans ~NOFF OON~OL ~EA~: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. P~OPOSED UNDErgrOUND Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance p~ior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local made. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. $. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of. soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion conlrol measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, clea,ing of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operetor/contrector is required to maintain copies of the SWPPP & General Permit on site at all times. General Permit shall be posted at all times. ~. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. L. The contractor must complete the construction sequence schedule in the report with start and end dates. PITC, H PITC, H LAINN +lq'.q DIN "A" - lO'x-/' +lq."t DIN "A" - lO'x-/' SEE DETAILO PARTIAL ENLARGED SITE PLAN SCALE: 1'=20'-0" NO 5Uf FACE EXIST. VEGETATION -~'I'G~MAIN The contractor will report any required modifications to the SWPPP necessitated by field conditions or 3onstruction activities to the Engineer/Architect for revision of the SWPPP where appropriate. DR¥INELL5 (51ZED FOR A ~,AINFALL "DH A" ~ "DH B") TO STORE RAIN FROM BUILDING 5'T'P, UGTUR. E ON SITE RUNOFF CON i ~OL MEASURE: PROPOSED HA'r' BALE5 ~ SILT FENGE DURING CONS ~ RUCTION SEE DETAIL REVISIO SITE DATA PROPERTY: 1270 COUNTY RD 48 ADDRESS SOUTHOLD, NEW YORK 11971 OWNER: HOME RESCUE SOLUTIONS c/o SPARKLING POINTE 39750 COUNTY ROAD 48 SOUTHOLD, NY 1197t SITE: 43,642 SQ. FT. = 1.002 ACRES ZONING: LI - LIGHT INDUSTRIAL LOT . COVERAGE. ALLOWABLE: 30% OR 13092.6 SF PROPOSED:13.3% or 5808 SF LANDSCAPE COVERAGE: REQUIRED: 25% OR t0,910 SF PROPOSED: 57.4% OR 25,074 SF SURVEYOR: HANDS ON SURVEYING 26 SILVER BROOK DRIVE F .DE.S..Y11901 LUl LICENSE # 050363 DATED: JULY 5, 2011 LOCATION MAPI ! T~"~'I' U~'"~/~ BY MARK McDONALD II-OI n~[..,- GEOSCIENCE ~ SOUTHOLD, NEW YOR~ Nu o~c 11971 TEST HOLE DATA (1113111) EL: 20.0' I PALE BROWN FINE SP 16.6 ~ EL: 3.,4" 17 FT TO MEDIUM SAND DRAINAGE CALCULATIONS: ROOF STRUCTURE DRYWELL AREA x RAINFALL x RUNOFF FACTOI (DW) "A'" 6,555 SF x (2112 FT.) x 1.0 = 1093 CU. F CRUSHING PAD - LOADING AREA - PARKIN AREA DRYWELL AREA x RAINFALL x RUNOFF FACTOI (DW)"A" 6,206SFx (2112 FT.) x 1.0 =1035CU. I ROOF STRUCTURE~ CRUSHING PADr LOADING & PARKING AREAS TOTAL REQUIRED: 1,093 CU. FT. + 1,035 CU. FT. = 2,128 CU. FT. USE: (4) 10' DIAMETER x 7' HIGH POOL (4) 10' X 7' STORM DRAIN RING = 1916 CU. FT. USE: (4) 10' DIAMETER SOLID WALL DOMES (4) 10' SOLID WALL DOMES = 434 CU. FT. PROVIDED REQUIRED 2350 CU. FT. > 2128 CU. FT. ENTRY DRIVEWAY DRYWELL AREA x RAINFALL x RUNOFF FACTOr (DW)"B" 6,097SFx (2112 FT.) x 1.0 =I017CU. F' USE: (3) 8' DIAMETER x 8' HIGH POOL (3) 8' X 8' STORM DRAIN RING = 1013 CU. FT. USE: (3) 8' DIAMETER SOLID WALL DOMES (3) 8' SOLID WALL DOMES = 162 CU. FT. PROVIDED REQUIRED 1175 CU. FT. > 1017 CU. FT. -""""'"" "- ' OVERALL PLAN SITE ~;~ ~ ~ SCALE: 1'=~'~" - ROSlON & SEDIMENT CONTROL DETAILS TOWN SWPPP APPROVAL NO: DRAWN BY: UT CHECKED BY: NS DATE: JUNE 8, 2012 SCALE: 1"=40'-0" SHEET TITLE: SWPPP SITE PLAN DETAILS & NOTES SHEET NO: SWPPP 1 CERTIFIED TO' HOME RESCUE SOLUTIONS,L/M/TED OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PARAMOUNT LAND, INC. f~°Lll-OOS§glR JOB NO.: 2011-148 MAP NO.: REV. TITLE CO. CERT 7/25/1 LOC.' FOUNDATION 8/21/12 LICENSE NO ' 050363 AUG 2 7 2012 HANDS ON SURVEYIN% 26 SILVER BROOK DRIVE FLANDERS, NEW YORK LOT AREA: 43,642 SQ FT = 1 002 ACRES ELEVATIONS HEREON REFER TO APPROX MSL DATUM AND ARE THE RESULT OF AC TUAL FIELD MEASUREMENTS 20 10 0 SURVEY OF DESCRIBED PROPERTY SITUATE A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TM. DIS~ 1000 SEC. 6g BLK. 03 LOT3 20 40 O0 80 100 120 140 SCALE: 1" = 40' DATE. JUL, Y5, 2011 160 180 CERTIFIED TO: HOME RESCUE SOLUTIONS, L/M/TED OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PARAMOUNTLAND, INC. #PL11-oosgg'IR JOB NO.: 2011-148 MAP NO: FILED: REVISION: REV. TITLE CO. CERT 7/25/I I LOC. FOUNDATION 8121/12 LICENSE NO.: 050383 HANDS ON SURVEYING 25 SILVER BROOK DRIVE FL,~NDERS, NEW YORK LOT AREA: 43,642 SQ.FT. = 1 002 ACRES ELEVATIONS HEREON REFER TO APPROX MSL DA TUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS SURVEY OF DESCRIBED PROPERTY SITUATE A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S C.T.M. DIST 1000 SEC. 60 BLK. 03 LOT 3 20 10 0 20 40 00 80 100 120 140 SCALE' 1" =40' DATE:JUL, Y5, 201I 180 180 O/rico of Waslewater Management BEGINNING A T THE NORTHWEST CORNER OF SUBJECT PROPERTY AND RUNNING THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE WES TERLY PROPERTY UNE, S55~$2'00'E 2797iTFEET THENCE N 34° I4' 35"E IO. O0' TO THE NhV/CORNER OF BUILDING. (POINT OF BEGINNING) THENCE N 34D 14' 35" E 44.2 FEET TO THE N/E/ CORNER OF BUILDING THENCE S 55~ 51' 41" E 137.8 FEET TO THE S/E/CORNER OF BUILDING THENCE S 34" 14' 35' W 44.2' TO THE S/WI CORNER OF BUILDING THENCE N 55~ 51' 41" E 137. 6 FEET TO THE N/E/ CORNER OF BUILDING TO THE POINT OF BEGINNING, CERTIFIED TO: HOME RESCUE SOLUTIONS,LIMITED OLD REPUBLIC NATIONAL TITLE INSURANCE CO PARAMOUNTLAND,/NC #PL11-OOSggIR JOB NO.; 2011-148 MAP NO.- FILED: REVISION' REV. TITLE CO. CERT 7/25/11 LOC. FOUNDATION 6/21/12 ~DD BUILDING LOCA T/ON DESCRIPTION FINAL SURVEY FOR NEALTH AND TOWN LICENSE NO.: 050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE FLANDERS, NEW YORK '~ TEL. (031)-389-8312- FAX.(631)-300.8313 MARTIN D. HAND L S LOT AREA: 43,042 SQ.F~ = 1,002ACRES ELEVATIONS HEREON REFER TO APPROX MSL DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS SANITARY DIMENSIONS COR C1 C2 ST CPI CP2 A 73 132' 184'-6" 204L0'' 216' SANITARY DIMENSIONS AS RECEIVED FROM INSTALLER WA TER SERVICE LINE AS RECEIVED FROM BUILDER UNDERGROUND ELECTRIC LINE AS RECEIVED FROM BUILDER 20 10 0 SURVEY OF DESCRIBED PROPERTY SITUATE A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S,C.'FM DIS'L IO00SEC. 69BLK 03LOT3 20 40 50 80 I00 120 140 SCALE: 1" = 40' DATE: JUL, Y 5, 2011 I60 I60 LAND NOI~ OP. FOP. PfEP. L¥ 5UFFOLK~ d, OUNTY SITE DATA APPROVED AS NOTED FOLLOWING INSPECTIONS: t FOUNDATION - ~/O REQUIRED FOR POURED CONCRETE 2, ROUGH- FRAMING, PLUMSING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL 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. NJ. C.,ON~RU~'II~I ~ MEET THE REQUIflEMENT8 0F file C00E8 OF NEW YORK b~'ATE. UTILITY POL~ LIPA PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TEETING BEFORE COVERING OPENING ~ i SCTM # 1000-69-03..3 --- ADDRESSSOUT.OLD,.EWYORK.971 ~~ OWNER: HOME RESCUE SOLUTIONS cio SPARKLING POINTE 'UN~ER~ROUND ELEC, ~ ~IC, LINE LINE COMPLY WITH ALL CODES OF' NEW YORK STATE & TOWN CODES AS REQU~D AND CONDITIONS OF PLUMBERCERTIFICA~FION ,,~,, FOR ADDITIONAL ~ ~T~ ~L~DC~ENTB~ORE ~ INFORMATION . / ~ CERnFI~TE ~CU~ANCY ~~B SUPPL Y SYS~ CABOT ELE~AL OCCUPANCY OR USE IS UN WFUL WITHOUT CERTIFICATE ~ ~ ~ I ~ u~v OF OCCUPANCY I RETNN GTORM WATER ~ PURSUANT TO CHAPTER ~lI .~ Pf~.OPOSED OF THE TOWN CODE, 5ANITAf~¥ FP. ANCE5 DO\ROKSI Ot=PIGE LAND NOW Ot~. SUFFOLK C, OUNTY AUTHOt~ITY NOTE: EXIST. I~ELL LOGATIONO AI~E NOT DE~E~,HII~ED DUE TO 5C,1,~ E, EC, UR, ITY 22' AREA SITE: ZONING: LOT COVERAGE: LANDSCAPE COVERAGE: SURVEYOR: 39750 COUNTY ROAD 48 SOUTHOLD, NY 11971 43,642 SQ. FT. = t.002 ACRES LI - LIGHT INDUSTRIAL ALLOWABLE: 30% OR 13092.6 SF PROPOSED:13.3% or 5808 SF REQUIRED: 25% OR 10,910 SF PROPOSED: 57.4% OR 25,074 SF HANDS ON SURVEYING 26 SILVER BROOK DRIVE FLANDERS, NY 11901 LICENSE # 050363 DATED: JULY 5, 2011 LOCATION MAP -- SITE PARKING CALCULATIONS 5,520 SF 5.5 SPACES WAREHOUSE AREA 1 SPACE / 1000 SF OFFICE AREA 1 SPACEI100 SF 288 SF 2.88 SPACES PARKING REQUIRED - 8. 4 SPACES or 9 SPACES PARKING PROVIDED - 4 SPACES INCLUDING 1 H.C. SPACE PARKING LAND BANKED: 5 SPACES CONSTRUCTION SET REVISIONS DEC. 18, 2011 DRIVEWAY LOC. PARKING MAR. 14, 2012 SCHD o 0 D~WN BY: UT CHECKED BY: NS DATE: June 8, 2012 SCALE: J"=40'-0" SHEET TITLE: OVE~LL SITE PLAN SHEET NO: EC~UAL ~UAL ~, ~, ~,-,~--~---~-~--DEt=TIC' 5¥5TE~1 ~ (I) I~OO ~ ~1~ TANK, ~ :~" I - PA~KIN~ A~EA ~FTPlAx4FTLD (I) lO~ FT. DIA. X [0' Pt. ~AOHIN~ Pool (I) Io' ~T ~IA x IO FT HT E~ANSION POOL H.O. PA~KING 51~N GONG. ~LAE~ "A 44' &O' EXIST. VEr~ETATION PARTIAL ENLARGED SITE PLAN SCALE: 1'=20'-0" /, / OL OOL E+lq.D,u I IE +¢~2'J [ HI~ ~ 5'-o". ~'-o" . ' ~ ~,~ ~ ~.4 ~T ~,~ SEPTIC PROFILE - WAREHOUSE ~ ~ OUTLI LINE ~[ j~F~ii (N.T.S.) ~ [] ~ ~ j SEPTIC TANK- 12oo GALLON ~ !~c~ N.T.S. SEPTIC SYSTEM I SANITARY CALCULATIONS I. ALLOWABLE DENSITY I~IA. ~ES HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER ~m:~ HIGHEST EXPECTD GROUND WA~R EL TYPICAL LEACHING POOL DETAIL ,.T.s. SEPTIC SYSTEM DRAINAGE CALCULATIONS: ROOF STRUCTURE DRYWELL AREA x RAINFALL x RUNOFF FACTOR (DW)"A" 6,555SFx (2112FT.) x 1.0 =1093CU. FT. CRUSHING PAD - LOADING AREA - PARKING AREA DRYWELL AREA x RAINFALL x RUNOFF FACTOR (DW)'A" 6,206SFx (2112FT.) x 1.0 =1035CU. FT. ROOF STRUCTURE, CRUSHING PAD, LOADING & PARKING AREAS TOTAL REQUIRED: 1,093 CU. FT, + 1,035 CU. FT. = 2,128 CU. FT. USE: (4) 10' DIAMETER x 7' HIGH POOL (4) t0' X 7' STORM DRAIN RING = 1916 CU. FT. USE: (4) 10' DIAMETER SOLID WALL DOMES (4) 10' SOLID WALL DOMES = 434 CU. FT. PROVIDED REQUIRED 2350 CU. FT· > 2128 CU. FT. ALLOWABLE DENSITY: 1.002 Acres x 600 GPD. = 601.2 GPD, SITE DENSITY CALCULATION 1. WAREHOUSE (0.04 GPD/SF) .04 GPD X 5520 SF = 220.8 GPD 2. OFFICE SPACE (0.06 GPDISF) 0.06 GPD X 288 SF = 17.28 GPD TOTAL SITE DENSITY FLOW = 238.08 GPD PROJECT NOT OVER DENSITY 0. SANITARY DESIGN SEWAGE DESIGN FLOW: 1. WAREHOUSE (0.04 GPDISF) .04 GPD X 5520 SF = 220.8 GPD 2. OFFICE SPACE (0.06 GPDISF) 0.06 GPD X 288 SF--- 17.28 GPD SEWAGE FLOW = 238.08 GPD TOTAL SITE SEWAGE FLOW~ III. SANITARY SYSTEM REQUIREMENTS SEPTIC SYSTEM - 238.08 GPD 1.SEPTIC TANK (ST).238.08~' GPD x 2 DAY FLOW = 476.16 GAL USE MINIMUM:1200 GAL .S, EPTIC TANK (8 FT DIA x 4 FT LD) 2.LEACHING POOLS ( LP ). 238.081 1.5 S.FJGPD = 158.72 S.F. USE MINIMUM (1 - 10 FT. DIA. X 10 FT. HT.) EFFECTIVE DEPTH ( 1 - 10 FT. DIA. X 9.67 FT. HT.) = 303.63 S,F. PLUS 50% EXPANSION (EXP): I - 10 FT DIA x 10 FT HT ENTRY DRIVEWAY DRYWELL AREA x RAINFALL x RUNOFF FACTOR (DW)"B" 6,097SFx (2112FT.) x 1.0 =lOI?CU. FT. USE: (3) 8' DIAMETER x 8' HIGH POOL {3) 8' X 8' STORM DRAIN RING = 1013 CU. FT. USE: (3) 8' DIAMETER SOLID WALL DOMES (3) 8' SOLID WALL DOMES = 162 CU· FT, PROVIDED REQUIRED 1175 CU. FT. > 1017 CU. FT. 1FT. ~~ ~"VEN 2.5 F' T I'HRU RC~ ' I 12" MINIHUH. TEST HOLE .Y MA.. McDO.ALD - GEOSCIENCE NO SCALE SOUTHOLD, NEW YORK 11971 TEST HOLE DATA { 1113111) EL: 20.0' DARK BROWN LOAM OL BROWN SILT ML PALE BROWN FINE SP ~, TO MEDIUM SAND - I 1?PT EL: 3.4' --~A~'R IN PALE BROWN FINE SP TO MEDIUM SAND PLUMBING RISER DIAGRAM NTS CONSTRUCTION SET REVISIONS DEC. 18, 2011 DRIVEWAY LOC. PARKING MAR. 14, 20t2 SCHD MAR. 28, 2012 SCHD SHEET TITLE: PARTIAL SITE PLAN & DETAILS/ ~ALCULATION~ SHEET NO: 2 lO' pOURE~ C, OHO. ~=/;~H FOUNDATION PLAN SCALE: 118" [] 1'-0" ROOF PLAN SCALE: tl8" = 1'-0" F / AT I:~t~=lC,~ AffiP-A/LOAI~4~ ~ ~..,~: ~-IT # ~ / / / / / / / / / / / / / / / / / / / / Of= ~.AB) ~ET ON (~) P~OVIDE~ HDU II-S12¢2.5 ~II"IP~ON HOLD FIRST FLOOR PLAN SCALE: 118" = 1'-0" CONSTRUCTION SET REVISIONS 0 D~WN BY: NS CHECKED BY: NS DATE: JUNE 8, 2012 SHEET TITLE: FLOOR P~N ROOF PLAN FOUNDATION P~N SHEET NO: I~'-O'l 15'-I" ~ "q'"" ~" 'h4;:C..HANI CAL 'P.,,OOh4 AREA ~ 3/4" F'LY'I,'~20~2 ~=L '- % AT ~=LOOR, AN~2 JCJ~4,,L~ ,, ~ &" CONG. NOTE: ALL WINDOWS ARE "INTEGRITY' - ALL ULTREX SERIES BY MARVIN WINDOW &DOOR CO. IFAWN2616 IFA~26t6 IFAWN2616 IFCA2640 IFCA,A,A,A,A,A,A,A,A,A~_ IFCA2640 ~ 12x2~ 14' H ~ 14']~ E~ IT ~,TL COL PARTIAL FLOOR_ PLAN at MECHANICAL RM PARTIAL FLOOR PLAN at OFFICE AREA SCALE: 1/4" = t' -0" ~ / 'PfPIGAL IX4 C,A~IN.~ -- / / / / P__XPOSED F'[JJI,,fSIN~ TO ESE IN,SULATED TO Pt~:::rI'EGT A~AINST C, ONTAGT PARTIAL PLAN AT TOILET ROOM INTERIOR ELEV. "A" INTERIOR ELEV. "B" INTERIOR ELEV. "C"INTERIOR ELEV. "'D" SCALE: 112" = 1'-0" CONSTRUCTION SET REVISIONS )~i~OJwEi~Byf''1108 NS NS ;)ATE: JUNE 8, 2012 SCALE: 114" = 1' - 0" SHEET TITLE: ENLARGED FLOOR PLANS 3HEET NO: 4 REVISIONS amc NORTH ELEVATION "0**"* EAST ELEVATION SCALE: 118" = 1'~" SOUTH ELEVATION SCALE: 118" = 1'~" WEST ELEVATION SCALE: 1/8" = 1'~" 1.2 .4- W12x2e "x 4" STL. PLATE 5"x 5" xYd' RTL, COLUMN ~ECTION ~ ~ W 12x35GIRDER 2-% A30 BOLT8 ~-3~"x~ x~ STL ANGLE BEAM SEAT ~IAL MOMENT CONNECTION DETAIL ENLARGED NORTH ELEVATION SCALE: 114" · 1'-6" V4 X 4 CONSTRUCTION SET DRAWN BY: NS CHECKED BY: NS DATE: JUNE 8, 2012 SCALE:AS NOTED SHEET TITLE: BUILDING ELEVATIONS SHEETNO: LINER Af~EA 5F~I~.~y FOA~I INSUt. ATI~ R--VALtI~ · Iv~'TAL, LINI~ P~IEL ~ 2.-I~ ~ TY W L E TION SCALE: 314" = t' -~" ROO~IN~ PI~.T Off I~q ~' PL.Y~;~ IR-Iq E (~-,T ~:X~Ia~,AllC~I HAY BE P~ I.OADIN~ ~ IN E At~EA LINER E TI ATTIC,, DPA~E OFFICE VINYL ON I~IN~ PI~ i4/~T.~,, ~ (NOT IN C, ONI'R~T) 6' OG EAt4.1 HAY (~I' 2" ~ 50'TTOH OF ~-A~) SET 13N CONSTRUCTION SET < n,' 3ATE: JUNE 8, 2012 SCALE: 1/4" = 1' - 0" SHEET TITLE: BUILDING SECTIONS "A" & 'B' & WALL SECTION SHEET NO: 6 A~I'!~4.T ~HIN~Ill ~ ON ~ I~PIN~ FP.1LT ~ I~ ~" PLYIqOOD (~ BUILDING SECTION C, OVEle. ED LOADIN~ AREA l/e"'xlE~" ~ ~OLT~, AT 24" O/G, FAE, I'I~E~ TO ~1II vi/ · ' · . ''. ' '.' . ' ~ ." ' ~"O~EA~H~AY(~ET2"~OTTO~ ~L LI~=RPAF~L- ~THICKENED SLAB DETAIL ~ · I~I~TI5 DETAIL at FDN WALL/CONC. S~B DETAIL at FDN WALL/CONC. SLAB 121 :P~IHIN' SCALE: 314" = 1'~" SCALE: 3/4" = 1'~" (~DETAIL at PIER SCALE: 314" = 1'-0" (~DETAIL at PIER/CONC. SLAB (~)DETAIL at FDN WALL/CONC. SLAB SCALE: 314" = 1l-0'' ~B.E..T.~A,.I.,L_ at CONC. SLAB EDGE SCALE: 3/4 = CONSTRUCTION SET 1108 NS 3ATE: JUNE 8, 2012 SCALE: 1/4" = 1' - 0" SHEET TITLE: BUILDING SECTION & DETAILS SHEET NO: 7 ~@= ' ! _~ ELECTRICAL LEGEND I ~ ..... ---- ..... ---- ..... ---- ...... ---- ~ ~u~x ~E~r^~,- I~ ~l e~U~ F~LT IN~OR O~LET ~ HIgH HAT PIX~ ~v HIgH HAT ~1~ LO~ ~ ~ ~- ~ ~ mi ~ ~M ~ I J I ~ ~RFACE H~ 5POT LIGHT ~0~ ~ ~ ~TO~ EXH~ST FAN ~ EXHAUST FAN ~I~T EHE;'<~ENC¥ LI~HTIN(~ CAS~. 5TOWAGE At~,EA EXIT ~I~N PV EHI~I~ENC¥ LI~HTIN~ PART_JAL ENLARGED FIRST FLOOR PLAN SCALE: 1/4" - 1' 0" I ~E~HANI~AL ~OOH C,O'v'EP. ED LOA~IN~ PARTIAL ENLARGED ATTIC PLAN SCALE: 1/4" = t'-0" OFFICE LOADIN~ AREA SASE 5TO~ ~EXII A~EA ,~ENEP-.,AL / FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" CONSTRUCTION SET CHECKED BY: JUNE 8, 2012 SCALE: 1/8"=1'-0" SHEET TITLE: ELECTRIC LAYOUT SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS F:O~ ~ALL OPENIN® Pt~.OTEGTION OFI20 I~PH ~-~EC, ONI2 ~IN~ ~IJ~T~ ( ~AXI~Uh4 IvIEAN ~OOt: HEI®HT: SHUTTER ASSEMBLY N.T.E. FOR PANEL 5PANE, 0 c 4'0 ~IDE 5PAN 25/52" APA 5PAN-f~.ATED 45/24 5HEATHIN~ ~f~ADE f='LYP~OD (OV~AP A~OU~ O~NIN~5 4") A~A~NIN~ 5~U~L PAN~L, ~lOxE" (~/~EH~) ~ALVINIZEO AL~NATI~ ~AE~N~ PO~ 5HUT~ TO BUIL~IN~, MA~NIN~ ~OLT ~ 12" SECTION I/4" THICK SHUTTER N.T.5. FOR PANEL SPANS: 4' OR ~fllDER SPAN WINDOWS - GLAZED OPENING PRO'r~TION IS REOUIRED FOR ALL ~LAZED AREAS. IN ACGOP. DANCE PtlTN LA~E MISSILE GON~TO~ ~A~ US~ ~00~ 5T~GTU~AL PANEL5 PAN'L5 TO BE P~UT TO FIT 0~ HA~D~ ~VID~D. ~A~5 TO ~E DEEI~N~ TO ALIGN ~ITH ~INDO~ 3A~ PO~T5 HEADE~ * DILL P~A~. PANELS TO BE HA NTAINBD ON SI~. LABEL LO~ATION5 ON ~AOH PANEL. HIP ~OF5 io°~ e (~o o io°~ ~<,45O COMPONENT AND CLADDING PRESSURE ZONES 51HPSON H2 HUR~IGAN~ HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH NAILING SCHEDULE SIZED FOR GOI'4t'4ON NAILS JOISt TO GILL OR ~IRDER IDP. ID&IN~, TO JOIST ~OLE PLA~ tO JOIST O~ ~D TO ~LE P~ ~OU~LE TOP P~ TO tOP ~IH ~OISt TO tOP PIA~ tOP PLA~5, ~P5 ~ IN~GtlON5 ~ONT. ~, G~ILIN~ ~Ol~ TO PLA~ CONT[~ ~ER TO ~EILIN~ dolB~, LAP5 ~EILIN~ JOIST TO PA~LLEL COLLAR TIE TO RJ~PTER JACK R~APTER TO HIP ROOP RAP]gK TO 2X RID6E BN ~IOIST TO BA~ ~I~T b~ ~IP 5UBFLOOR, ~OP, ~LL 5~A~IN¢ B-~:l (TOENAIL) 2-~d (TOENAIL TO EAC, H END) I~d e lb" OG (PAGt~ NAIL) 2-1&d ~1~ I~ ~ 24" OG ~AG~ ~IL) I~D ~ le"OC ~AC~ ~IM ~d ~ I~"0~ (TOENAIL) 2-1&d ~=ACE NAIL) ~-ed (TOE. IL) 4-~d ~0~1~ D-16d HIN. ~E~I~ 5-1&d MIN. ~1~ 5-~d ~O~AIL) 20D ~ 52"0¢ ~ENAIL ON ~051~ 51~E5 2-1~D (TOE~I~ ¢~ e~"~ ~eB, e 12" IN~E~DIA~ TO ~SEE SEC, TION 25,0,~.10.4.1, TABLE 250E,.10.4.1 NOTES USE/OCCUPANCY CLASSIFICATION PRINfA~¥ OCCUPANCY: 5TO.AcE (5-2 LOA HAZAt~.Z; HEIGHT OD'-O" I~AXII~UH FIRE AREA 5-2 LO~ HAZAP42 ~TO~E - ID,~O0 ~F tDUILDIN~ Af~EA: 55&,D 5F HEIGHT: ONE 5TORY TYPE OF CONSTRUCTION GON'VENTIONAL LIGHT FRANI~ HOOP C, ON~'~,UCTION - 5~ DESIGN CRITERIA: DE~I~N IN AGGO~-PANCE I~IITH NY STATE BUILDIN~ CODE ~R. OUND 5NOP, I LOAD - 20 PEF. I/~,IND SPEED - 120 f,4PH ~EATH~IN~ - 5~VE~E FRO~T LINE DEPTH - 5~" GENERAL NOTES I. ,~d..L WORK NIA'I'~RIAL, AND EOUIPt,4ENT SHALL BE IN A~GOt:~2ANC, E I,~IITH THE NEt,'t YORK STATE UNIPORNf BUIL~IN~ C, ODE, AN~ THE NEPI YORK STATE C, ONBER~/ATION C,O~E, ANP LOCAL AUTHORITIES. 2. ALL GONG~ETE E~ALL ~ 5TONE A~,~R/-'~,ATE ~NITH A h11NIHIJi~ 2E~ DAY STRDN~TH OP 5EO0 5. ALL LUH~ER E, HALL BE ~RA~E ~TAHPED SOU&LA5 FIR- LAf~H 5T~.UG'I!JRAL ~I~ADE #2 OR BE i i 4. t~OV'IZ2E DOUBLE HEADER5 AND 'r~,rM~5 AT ALL STAIR AND PLO0~ OPeNINgS, POSTS AND PA~LLEL PARTITIONS, EXCEPT AS NOTED ON D~IN¢. 5. B~I~IN~ TO B~ P~VI~D ~0~ ~L JOIE~ AND ~LOO~ B~HS. ~AOlN~ NOT TO EXGEED $.0 ~L ~I~N~IOND A~ ~PE OON~ITIOND tO ~RIFIED BY ~ON~TO~5) ~IOR TO ~TART OF F~ATION HA5 BEEN D~51~D ~O~ A 50IL BEARIN¢ GAP~I~ OF T~ (2) T¢~ A~ LE~ THAN 5~. GON~GTO~ 5H~L ~IP~ THAT ~BE GO~ITION5 A~ ~T. ~L PILL B~ ~IPLE U~I~HTS. A~ HEADE~ 'TO ~. ~MI~E FI~TO~IN~ AT ALL LEaL ~. ~VIDE P~I~ AT ~L ~OF IB~AK5, ~IHN~5, 5~YLI~HTB, EX~IO~ Po0~, ~]~0~ A~ DEG~ ~C.. I0. DO NOT ~E I1. A~HI~T NO~ EN~I~ER IS NOT POR THE iNB~TION O~ ~PE~VIBION OF ~15 ~N~TION P~J~T. F~DE~L, AND L~ ZONIN~ AND DUILDIN~ ~ODE ~OHPLIAN~E ~ALL ~ ~ ~EPONEIBILI~ OF THE CON~GTOR. 5HALL BE ~EEI~NED A~ ~UILT IN ~ITH THE ~UPFOL~ OOUN~ gEPA~NT OF HEALTH. 14. THI~ S~C~ HAS B~N DEDI&~D IN GONSE~VATION 15. ~N~IN~ TO ~ NOTIFIED ~N ~ITIN~ OF ALL GHAN~E5 P~IOR TO A~ DURIN~ ~ONS~CT~ON. I% ALL 5~UC~L 5~EL TO ~E AE~ AD6 ~ITH ONE COAT EPOX~ PAINT. ~L FA~NE~5 TO ~ I¢. OON~OTO~ 5HALL OBTAIN ALL ~HIT5 AND INEU~NGE NEOE~EA~Y TO P~OT~OT THE AND O~N~. Iq. ~0 NOT BAO~FILL A~AINET FOUNDATION ~LL5 UNTIL PLO0~ 5~5~ INET~LATION I~ 20. P~VIDE GABON HONOXIDE 21. ~HO~B ~E~OTO~5 22. O~H~A~ ~0~ T~ ~ ~ ~ I~O ~H, ~IN~ 25. ALL IN~lO~ FINISHED TO ~OHPLY ~ITH NY STATE BUILIDNG FRAMING NOTES ALL FRAPIIN~, !_UivlE~ER SHALL BE ~RA~E 5TA~'IPED DOI)eLAB FIR-LARCH 5~ ~AD~ No. 2 ~L ~A~IN~ TO B~ APA ~D, EXPDSU~ I, 5/~'I MIN, ~1~ ~ ~ ~l ~BFLO~IN~ TO BE APA ~D E~O~ I. 5/4" HIN. THI~KNE~. ALL E~E5 OF PLY~D TO BE 5~ ON 50LID BLO~KIN¢. ~LUE AND ~IL PL~D ~BFLOO~ TO FLO0~ ~IP~ U~i~. ALL HEADE~5 5HALL ~E HINI~H OF 2-2~ O~ A5 ~O~N ON D~IN~. ~OLI~ BLOGLI~ ~L ~ P~VID~ ~0~ ALL AN~ FLO0~ BEAH~ A~ ~ N.Y,~. GOD~ O~ a~ NOrD ~ ~'-0" O.G. HIN. ~VIDE 2" SPAGE FO~ GI~U~TION JN D~B~ F~INe A~ ALL O~NIN&~ (( DOYLE ~ ~HI~ ~E~ ~b POET5 ~ND PA~LL~L PA~TITIO~ O~ A5 NOrD ON ~IN~5, ~ITH ~ ~VANIZED HETAL ~ONNE~TO~5 ~ILIN~ ~LE ~l BE A5 PE~ T~ N.Y.5. ~ILDIN~ GODE AS A HINIHUH. A~ 2X~ ~H~ ~EI~ ~IOD NAILS AT SILL AN~D PLA~. I0. PLYWOOD EHEATHIN¢ TO BE NAILED Y~ITH ~ ~1 ¢ 4" o.~. EXTERIOR EDGED AN~ & d ~ 12" o.~. ~NTERtHt--DIATE. Il. ~k INTE~IO~ AND EX~fO~ FINI~HE~, ~LAEHIN~ AN~ ~P~OOFIN~ SHALL ~ B~ A~HI~GT. 12. ALL ~00~ ~F~ cHALL BE A~AGH~D TO THE PLA~ AN~ 5~P ~ITH ~ALVANIZED HU~IOANB ~PE GONNEGTO~ B~ "~GO" O~ APPROVED E~UAL. TIHB~ PIL~ ~OUNDATIONS, P~OV~D~ HU~I~AN~ ~LtPS AT ALL P~I~ JOISt TO ~I~ GON~GTIONS. 15. ALL P~-~N~I~D LUH~ 5HALL B~ ~O~IA PRODUG~ O~ E~UAL. ALL JOISTS, &I~ERS A~ HE~E~ 5HALL HA~ BEA~IN¢ 5TIFPENE~5 INSTALLED A5 ~ MANgPAO~5 ~¢OMMENDATION5. 5TIPPENE~5 5H~L BE ~UI~D AT ALL LOAD AND BEA~IN¢ POIN~ AT A MINIMUM. A 51NOLE I LVL ~IH 4015T 5H~L BE ~UI~D AT FLO0~ P~IME~. HANDLINg, 5TO~E, AND E~OTION GOMPO~N~ 5HALL BE A5 PE~ HANUPAO~5 ~GOH~NDATIONE. 14. ALL MULTIPLE LML P~ODUCT5 TO HA~ 2 ~0~5 OF I/2" ~lA. ~ALVANI~D MACHINE BOLT5 ¢ 12" O.C.. I~. THIS ~ING 1G AN IN5~U~NT P~PARB~ TO ~AGILITA~ GOND~OTION A~ ~HALL NOT OONcT~EP AD A OON~AGT BET~EN BUILD~ AND CONSTRUCTION SET LU Z i DATE: JUNE 8, 2012 NTS STRUCTURAL NOTES & DETAILS SHEETNO: T LANO NO,I~I O~ 5UFPOLK C, OUNT"¢' SITE DATA REVISIONS DEC. t8, 20tl DRIVEWAY LOC. PARKING MAR. t4, 20t2 SCHD ZONING: LI - LIGHT INDUSTRIAL LOT ,,B,, .F.~ ADDITIONAL COVERAGE: ALLOWABLE: 30% OR 13092.6SF PROPOSED:t3.3% or 5808 SF LANDSCAPE UN~EI;[~Im. OUN~ COVERAGE: REQUIRED: 25% OR 10,910 SF ELEC, TI~IC. LINE PROPOSED: 57.4% OR 25,074 SF SURVEYOR: HANDS ON SURVEYING 26 SILVER BROOK DRIVE Y~'T~F~ LINE FLANDERS. NY 11901 LICENSE # 050363 ~ (~) 5ER SHEET #2 DATED: JULY5,2011 n~ U- LOCATION MAP PROPOSED l'Xlq') / LAND NOPI OR FORHERL¥ SUFFOLK. COUNI"f' PIA~ ~UTHORI'P~ NOTE: EXIST. PIELL LOCATIONS ARE NOT PETEf~HINED DUE tO .22' t~UILDIN~ i ~ 44'xl20' ...~,....520 5F 44' OVERALL SITE PLAN SCALE: t1'--40'-0" --'SITE PARKING CALCULATIONS WAREHOUSE AREA I SPACE ! 1000 SF OFFICE AREA 1 SPACE/t00 SF 5,620 SF 5.5 SPACES 288 SF 2.88 SPACES PARKING REQUIRED - 8. 4 SPACES or 9 SPACES PARKING PROVIDED - 4 SPACES INCLUDING 1 H.C. SPACE PARKING LAND BANKED: 5 SPACES DRAWN BY: UT CHECKED BY: NS DATE: 20t2 SCALE: 1 "=40'- SHEET TITLE: OVERALL SITE PLAN CONSTRUCTION SET ,SHEET NO: 1 F E~UAL UNI2E~OUND~ H'~I~ LINE LINE I "A I ,% 44' I &O~ EXIDT. VEGETATION PARTIAL ENLARGED SITE PLAN SCALE: 1'=20'-0" BUILDIN~ I~IALL FF EL 20.'~ /~ ~R~DE LINE ELEVATION 20.D PT. ~ADE LINE ELEVATION 20.D FT. '~ / I' IHIN. :~' MAX. . /-I' MIN, D' HAX. I/4",~FT. - IE.+I~.4' / .I E.+ I__q .D'__..~ SEPTIC LEAC. HINel I~ +1~2'J . ~'-O" ' X ~ EL~ ~.4 FT ~1~ PROFILE - WAREHOUSE ~ ~ ~TIC-~T-E~--SEPTIC TANK - 12oo GALLON SANITARY CALCULATIONS - ~"~"~ ~' I. ALLOWABLE DENSITY DIA. ~RES HYDROGEOLOGICAL ZONE: ZONE IV WATER SUPPLY: PUBLIC WATER GROUND WATER EL: 3 TYPICAL LEACHING POOL DETAIL N.T.e. SEPTIC SYSTEM DRAINAGE CALCULATIONS: ROOF STRUCTURE DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW)"A" 6.555SFx (2112FT.) x 1.0 =I093CU, FT. CRUSHING PAD - LOADING AREA - PARKING AREA DRYWELL AREA x RAINFALL x RUNOFF FACTOR {DW)"A" 6,206SFx (2112FT.) x 1.0 =1035CU. FT. ROOF STRUCTURE~ CRUSHING PAD, LOADING & PARKING AREAS TOTAL REQUIRED: 1,093 CU. FT. + 1,035 CU. FT. = 2,128 CU. FT. USE: (4) 10' DIAMETER x 7' HIGH POOL (4) 10' X 7' STORM DRAIN RING = 1916 CU. FT. USE: (4) 10' DIAMETER SOLID WALL DOMES (4) 10' SOLID WALL DOMES = 434 CU. FT. PROVIDED REQUIRED 2350 CU. FT. > 2128 CU. FT. ALLOWABLE DENSITY: 1.002 Acres x 600 GPD. = 601.2 GPD. SITE DENSITY CALCULATION 1. WAREHOUSE (0.04 GPDISF) .04 GPD X 5520 SF = 220.8 GPD 2. OFFICE SPACE (0.06 GPD/SF) 0.06 GPD X 288 SF = 17.28 GPD TOTAL SITE DENSITY FLOW = 238.08 GPD PROJECT NOT OVER DENSITY II. SANITARY DESIGN SEWAGE DESIGN FLOW: 1, WAREHOUSE (0.04 GPD/SF) .04 GPD X 5520 SF = 220.8 GPD 2. OFFICE SPACE (0.06 GPDISF) 0.06 GPD X 288 SF = 17.28 GPD SEWAGE FLOW = 238.08 GPD TOTAL SITE SEWAGE FLOW = 238.08 GPD III.SANITARY SYSTEM REQUIREMENTS SEPTIC SYSTEM - 238,08 GPD 1.SEPTIC TANK (ST):238.08 GPD x 2 DAY FLOW = 476. t6 GAL USE MINIMUM:1200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) 2.LEACHING POOLS ( LP ): 238,0811.5 S.FJGPD = 158,72 S.F. USE MINIMUM (1 - 10 FT. DIA. X t0 FT. HT.) EFFECTIVE DEPTH ( 1 - 10 FT. DIA. X 9.67 FT. HT.) = 303.63 S.F. PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 10 FT HT ENTRY DRIVEWAY DRYWELL AREA x RAINFALL x RUNOFF FACTOR {OW)"B" 6,097SFx (2112FT.) x 1.0 =1017CU. FT. USE: (3) 8' DIAMETER x 8' HIGH POOL (3) 8' X 8' STORM DRAIN RING = 1013 CU. FT. USE: (3) 8' DIAMETER SOUD WALL DOMES (3) 8' SOMD WALL DOMES = 162 CU. FT. PROVIDED REQUIRED 1t75 CU. FT. > 1017 CU. FT. ~3" VENT THRU ' I 12' HINIHUH. I ~ 2" VENT TEST HOLE __~16.6 F1 17FT NO SCALE TEST HOLE DATA (1113111) EL: 20.0' 1FT. DARK BROWN LOAM OL 2.5 FT. BROWN SILT ML PALE BROWN FINE SP ~. TO MEDIUM SAND , EL: 3,4' · -~A~'~'R I-~-PALE B-~W-~-FI~ TO MEDIUM SAND BY MARK McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 SP PLUMBING RISER DIAGRAM NTS CONSTRUCTION SET REVISIONS DEC. t8, 2011 DRIVEWAY LOC. PARKING MAR. 14, 2012 SCHD MAR. 28, 2012 SCHD :Dw ~ DRAWN BY: NS & UT CHECKED BY: NS DATE: June 8i 2012 SCALE: AS SHOWN SHEET TITLE: PARTIAL SITE PLAN & DETAILS/ CALCULATIONI SHEETNO: 2 FOUNDATION PLAN SCALE: 118" = 1'-0" ROOF PLAN SCALE: 118" = 1',0" F Af;~EA / / / / / / / / / (~) PROVIDE HD'!J 11-¢[2¢2.5 ,~,II'4P¢ON HOLD FIRST FLOOR PLAN SCALE: 118" = 1'-0" CONSTRUCTION SET 108 BRAWN BY: NS CHECKED BY: NS BATE: JUNE 8, 20t2 SCALE: 1/8"=1'-0" SHEET TITLE: FLOOR PLAN ROOF PLAN FOUNDATION PLAN SHEET NO: I~'-I" ~ LOA~iN~ · I',4EC, HANI C, AL P..OOlVl Af~EA ~ ~/4" Pl¥~O0~ pi C, ADE DTORA~E AREA · NOTE: ALL WINDOWS ARE "INTEGRITY' - ALL ULTREX SERIES BY MARVIN WINDOW &DOOR CO. IFAWN2616 IFAW~2616 IFAWN2616 IFCA2640 IFCA~640 IFCA2640 IFCA2640 OD=FlOE LOAOING AREA ~" GONG. 5LAB II II C, ACE ,~TORA,~E AREA PARTIAL FLOOR PLAN at MECHANICAL R~' SCALE: t/4" = 1' -0" ~AL FLOOR PLAN at OFFICE AREA H.C ~ TOILET " FINISH &O" HIN. IX4 BA.q,~..~4DAF~:~ TYPIC, AL GA~E~'NT ~INDOF~ IX4 GASIN~ / / / / PL!.rHBIN~ TO BE INE~JLATEI~ TO Pt.~TEGT A~AIN~T GONTAGT PARTIAL PLAN AT TOILET ROOM INTERIOR ELEV. "A" INTERIOR ELEV. "B" INTERIOR ELEV. "C" INTERIOR ELEV. "D" SCALE: 112" = t'-0" CONSTRUCTION SET 1108 NS NS )ATE: JUNE 8, 20t2 SCALE: 114" = 1'-0" SHEET TITLE: ENLARGED FLOOR PLANS 4 EAST ELEVATION SCALE: 118" = 1'~" ~- 1-~ SOUTH ELEVATION SCALE: 118" = 1'-0" WEST ELEVATION SCALE: 1/8" = 1'~" W ' x 4" STL. PLATE PLATE 5" X 5" X Yd COLUMN ~ECTION W 12 x 35 GIRDER 2 - ~"A305 BOLTS .. '"~'-3Y~' x3~ x%"STL ANGLE BEAM SEAT ~IAL MOMENT CONNECTION DETAIL ENLARGED NORTH ELEVATION SCALE: 114" = 1'-~" CONSTRUCTION SET SCALE:AS NOTED SHEET TITLE: BUILDING ELEVATIONS SHEET NO: Ff~FAB I,~ ~ · 24." O~.. (t~J<~C,T ~01~I~d/R~TION HAY' I~ RDOFIN~ f~L.T ON ~1~ TOP ~ I;2" TOP ~ IX12 ~{l ~IT ~ C,A~ ~TOf~A~E Fee (~ PI L LL TmON (EXA~T ~'.,Of~=le'd,q~TIoN kt4Y BE R-Iq BA1T INEt. ONB IN E TI N AR~A ,4000 CONSTRUCTION SET DATE: JUNE 8, 2012 SCALE: 1/4" = 1' ' 0" SHEET TITLE: BUILDING SECTIONS "A" & "B" & WALL SECTION SHEET NO: 6 I I N SCALE: 114" = 1' .0" (~~,ED SLAB DETAIL pLA'r~ ~,l~ ~Y~-IG TIE~ 12' (~DETAIL at PIER SCALE: 314" = 1'--'~' ' V ~,O'v'L=I~E~ LOADIN~ AI~EA OI= ~ ~ ¢~N (~ DETAIL PIER/CONC. SLA, B at OOV~R~ LOA~IN~ FOAH IN~U. SCALE: 314" = 1'-~" (~DETAIL at FDN WALL/CONC. SLAB · · PLAT~ PV4-1~xI~" SI~ ACt~fl-I~ TP=~ Of= ~t.A~) ~ ON ~I~t4JLA/~ ~OIL ~ 40OO F~I (~)DETAIL at FDN ICONC. SLAB WALL ~)DETAIL at FDN WALL/CONC. SLAB SCALE: 314" = 1'-0" (:~~~ CONC. SLAB EDGE CONSTRUCTION SET JUNE 8, 2012 SCALE: 114" = 1' - 0" SHEET TITLE: BUILDING S~,~,T, ION & DETAILS SHEET NO: 7 _ ii~i~ ELECTRICA~ LEGEN~D ~ Hl~ HAT Fl~ ~ ~ ~ ~/ ..~~.~. ili ~ .I~HHAT~,~ · I CTO~A~E A~A PARTIAL ENLARGED FIRST FLOOR PLAN SCALE: 114" = 1'~" il , / I AREA I ~ . - SCALE: 1/8"=1'~" ELECTRIC ~TTI~ CO~STRHCTIO~ WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR IAIALL OPENIN~ Pt~.OTECTION OFI20 b4PH 9-SEOONP I~IINID ®USTS ( h,IAXIt'4UI"I P1EAN ROOF HEIGHT: SHUTTER ASSEMBLY N.T.B. FOR PANEL ,SPAN5, 0 '~,5/52" APA ,SPAN-RATED .4¢/24 SHEATHING GRADE PL¥1.~OOD (OV~t~.AP A~UN~ O~NIN~ 4") A~AGHIN~ ¢~C~L PANEL, ¢lOxB" (~/~GHE~) ~ALVINIZED ~1o T~B NU~ A~AGH~D TO BLED. HAOHINE ~LT ~ 12" SHUTTER fOR PANEL ,SPAN,5~4' OR I. fllDER .5PAN I/2" APA ,SpAN-RATED 4a/24 5HEATHIN~ GRADE PLYWOOD (OVERLAP AROUND OPENINg,5 4") 2x4 ,5'r~ONE~-BAC~,5 e 24" 0¢ 2). A~ACHIN¢ S~G~ PANEL, FAD~N TO BUILPlN~ ~/ ~10 ~ ~T~ A~A~H~D TO BLDg. ~/~lOxl-I/2 ( ~ ~H~) MAOHIN~ ~LT ¢ 12" 0.¢. t/4" THICK BOLT,5 e .2' OC, f WINDOWS - GLAZED OPENING PROTECTION 1,5 REd~UI~ED FOR ALL ~LAZED AREA,5. IN AO¢O~ANOE ~ITH LA~E HIDDILE ~St OF A5~ E Iq~e AND OF A5~ I~&. GON~OTO~ HAY U5~ ~OOP 5T~OTU~L PA~LD IN LIEU OF THE ~ MENTIONED PANeL~ TO BE P~CUT TO FIT O~R AINOO~ ~ltH ALI~N ~ITH ~1~0~ JAC~ POSTS , HEA~ER + PANEL5 TO BE HAINTAI~D ON LA~EL LO~ATION5 ON EAOH PANEL. HiP ROOF5 lo°< o <.~o o COMPONENT AND CLADDING PRESSURE ZONES IO0~ ~ ~.450 HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH NAILING SCHEDULE FOR COHMON NAILS JOIET TO ,5ILL OR BRIDGING TO JOIST ,50LE PLATE tO JOIST OR TOP PLATE TO ,STUD TO ~L~ PLA~ DOUBLE D~LE TO~ ~LA~ ~LO~KIN~ ~E~N TO TOP PLA~ ~l~ JOIST TO TOP PLA~ TOP PLA~, ~ ~ IN~TION~ ~ILIN~ ~01~, LAP5 ~ILIN~ JOISt tO PA~LLEL BUILT UP ~1~ GOLLAR TIE TO RAFTE~ JACK RAFTER TO HIP f~20F R~FTER TO 2X RIDGE BH JOIST TO BAND JOIST LEDGER STRIP 5UBFLOOR, ROOF, ~L ,SHEATHING *,SEE ,5'~C, TION 250a.10.4.1, TABLE 250g,.10.4.1 ,5-ad (TOL~IAIL) 2-ad (TOENAIL TO EACH Ibd ~ I~'" 0¢~ (FAGE NAIL) 2-1ad ('ENDNAI,I-) ,4--ad (TOENAIL) lad e 24" DC., ('~AC*E NAIl.) lad ~ I&"O~, ~'=AC, E NAIl.) ,5-ad (TOENAIL) ad e 16"oc, (TOENAIL) 2-lSd f~A~E NAIL) led (la" DC ALON~ EPEE) 5-ed (TOENAIL) 4.-ad (TOENAIL) 5-1~.d MIN. (FAGENAIL) ,5-Ied MIN. (FAC. E~AIL) D-ad (TOEHAI~ led (24"o~) 20D ~ 32"~ ~AG~AIL 3-10d 3-10~ (TO~I~ TO NOTES ST~UC.,TU~AL P--,EVIE~ BY' STEVE 'I'4ARESC, A, PE 188-0'-'/' Y',[EST h'fONTAU'I< HI~HP, IA"r", HAI,4PTON BA'r'S, N"r' PHONE 691 -~28 q480 USE/OCCUPANCY CLASSIFICATION PRIHARY' OGGUPANG'r': STORAGE (~-2 LOIN HAZAP4:~ ~TORA®E) HEIGHT ED'-O" HAXIHUM FIRE AREA ~-2 LOIN HAZARD ~TORA~E -ID,~O0 BUILDIN~ AREA: 5,5&8 HEIGHT: ONE TYPE OF CONSTRUCTION CONVENTIONAL LIGHT FRAh/rE CON~ I ~JCTION - 5B GENERAL NOTES I. ALL PIOR~ HA]EKIAL, AND Ed~UIPHENT 5HALL BE IN MOP. DANCE J~ITH ~ NE~ YOR~ ~TA~ UNIFO~H BUI~IN~ ~ODE, A~ ~E NE~ YO~ ~TA~ CONSERVATION BODE, AN~ LOCAL AUT~RITIE5. HINI~ 2~ DAY 5~TH OF 5500 5. ALL L~R ~L BE ¢~DE DTAHPED DOUBLA5 FI~- LA~H 5~ ~DE ~2 OR BE i i bR. 4. ~f~E DOYLE HE~E~ AND ~IH~ AT 5TALE AND FLOOR ~NIN65, POST5 A~ PA~LLEL PARTITIONS, E~ A5 NO~ ON 5. BRIDSI~ TO ~ P~VIDED FOR ~L JOIST5 FLO~ BEAHS. 5PAGIN~ NOT TO EXCEED ¢.O PT. b. ~ DI~NSION5 A~ 6~DE GO~ITION5 TO ~IFIED BY ¢ON~TO~5) ~10~ ~NS~TION A~ O~ERIN¢ OF HAT~RIALG. THID ~A~IN¢ ~AP~I~ ~ ~ (2) TCF LB¢D THAN ~. ~ON~TO~ ~HALL ~1~ THAT ~E~ OO~ItIONG A~ H~T. ~L ~IiLL B~N~ATH ~lAtl~ D~SI~. ~L ~ ~.0 ~ IN L~N~TH A~I B~ ~IPL~ U~ICHT~. ~L HE~ TO MINI~M OF 2-2x~ O~ A5 ~ORN ON ¢. ~VIDE PI~DTO~IN¢ AT ALL LEaL ~N= i ~TI~N~ ~HI~, ~LI~HTS, EXTE~IO~ DOO~, IO. DO NOT ~E PO~ ~E INS~GTION O~ ~PE~ISION ~15 ~N~GTION P~JECT. FEDE~L, ~TA~ AND L~ ZONIN~ AND BUILDIN~ COPE COMPLIANCE ~ALL ~ ~ ~SPONDI~ILI~ OF THE DESIGN CRITERIA: DE~I~.N IN AGGOR~ANGE INITH NY DTATE BLIILDIN~ OODE ¢ROUND 5NOIN LOAD 20 P~I=. ININD St=EEO - 120 MPH SEISMIO DESIGN OATE~OR¥ - B Y,E~ATHERIN~ - SEVERE ,, FROOT LINE DEPTH - D¢ i b~I'..tlTE - MODERATE TO HEAVY PECA"'r' - 5LIOHT Id, E SHIELD UNPERLAYMENT P..:E~UIP-.E~ 1,5. ,Sr=Y~tAGE DI,SPO,SAL ,SYSTEHI AND PP, E,SH ~'*',LATER SUPPLY ,SHALL BE DESIGNED AND BUILT IN ~fTN THE ~UFFOL~ ~OUN~ ~EPA~ENT O~ HEALTH. 14. THIS 5~C~ HA5 BE~N DESIreD IN ACCO~ANCE ~ITH THE NE~ YOR~ STA~ OON~E~VATION CODE. 15, ENGINEER TO BE NOTIFIED IN ~RITIN~ O~ ALL OHANCE¢ PRIOR TO AND D~RIN~ OON~UOTION. ELEO~IOAL AND ~QHANICAL ~O~PONENT¢ TO DESICNED AND CPEOIFIED BY OTHERS, ALL 5~UO~L 5~EL TO BE AS~ AD~ ~ITH ONE OOAT EPOXY PAINT. ALL FAS~NER¢ TO BE OON~AOTOR 5HALL OBTAIN ALL PE~HI~ AND INSU~NGE NEGE55A~ TO ~OTEGT THE AND Iq. DO NOT BA¢~FILL AOAINOT FOUNDATION ~LLS UNTIL FLOOR 5~5~H INSTALLATION 15 20. P~VIDE GAiN HONOXIDE ALARM5 O~RHEAP ~00~ TO B~ ~ ~0~ 120 HPH. ~IND 2B. ALL IN~IO~ ~INI~S TO OOHPL~ RITh N~ STATE ~UILIDN~ FRAMING NOTES ALL FRAMING LUHBER SHALL BE *GRADE STAMPED DOUGLAS FIR-LARCH ,5'ft~U~Td~L G~ADE No. 2 OR ~ ,SHEATHING TO ~ APA ~g, EJXPODU~ I, MIN. THICK,SD ~ AD NORD. ~ ~BFL~I~ TO ~ APA ~ 5~-I-~LOOR, PL~O~ TO ~ ~T ON 50LI~ BLOO~IN~. ~IL PLY~D ~F~O~ TO FLO0~ JOl~. ~1~ ~O~LE ~iOHTS, ~'-0" AN~ 0~ ~ITH ~IP~ U~I~H~. ALL HE.ER5 ~ALL ~LID ~LOGKI~ ~L BE ~VlDED FO~ ALL JOIST5 A~ ~LO0~ BEAH5 ~ PE~ N.~.5. OODE O~ A5 NO~D ~ ¢'-0" 0.¢. HIN. ~VIOE 2" 5PA~E FO~ AIR ~I~ULATION IN ~0~. D~LE ~Hl~ A~U~ ALL OPENIN¢5 ~lr~ ~c. ) O~ A5 NOrD ON D~IN~. D~L~ ~ P~HING U~E~ ALL PODT5 A~ PA~LLEL PARTITION5 OR A5 NOrD ON ~IN~5, ~ FLU~ ~OD ~N~GTION5 5HALL BE FAe~D ~1~ ~D ~VANIZED HETAL OONNE~TO~ ID. 14. PLYWOOD SHEATHINg, TO BE NAILED WITH 8, d ~ 4" o.c,. EXTERIOR EDGE,5 AND a d ~, 12" o.c,. INTERMEDIATE. ALL INTERIOR AND EXTERIOR FINISHES, FhA.SHINS AND I~ATERPROOFIN~ 5HALL BE B~ ARGHI~T. 5~D ~ITH GALVANIZED HU~IGANE ~ OONNEGTO~ B~ "~GO" O~ APPROVED ~UAL. POE TIHBER PILE FOUNDATION~, P~VIDE HUrrICANE CLIPS AT ALL PERIHE~ JOIST TO ~I~ER CONNECTIONS. ALL PRE-ENGINEErS LUMBER EHALL BE ~EORGIA PACIFIC ~PI SERIES ~OOD-I-BEAH¢ AND LVL PRODUCTS OR E~UAL. ALL JOISTS, ¢I~ER5 AND H~Ad2E~ 5HALL HAVE BEARIN~ ,STIFFENER,5 IN,STALLED A5 PER MANUFACI'¢RERL,5 RECOMNfENDATIONS. ~B STIFFENERS SHALL BE ~UI~D AT ALL LOAD AND BEA~IN6 POINT5 AT A HINI~M. a 51N6L~ I 3/4" LVL RIM JOISt 5HALL BE ~GUI~D AT FLO0~ ~1~. HANDLINg, STORAGE, AND E~CTION OF GOHPO~NT5 5HALL BE A5 PE~ HANUPAO~R5 ~QOHHENDATiONS. ~L MULTIPLE LVL PRODUCT5 TO HA~ 2 RO~ OF I/2" DIA. OALVANIZED HAOH~NE BOL~ ¢ 12" O.O.. ~1. NAILIN~ 5C,,t"I~DULE ,,5HALL BE AD PER THE BUILDIN~ CODE AS A MINIHUH. ALL 2Xa B"~JD,5 ID. THIO DRAIfllNG 1,5 AN IN,STRUHENT PREPARED TO 5H~ ~GEI~ 5-10D ~IL5 AT ~ILL AND PLA~. FAClLITA~ GOND~CTION AND 5H~L NOT &g EXI~IOR ~IL5 5HALL BE GALVANIZED. ~ONST~ED AS A GON~ACT BET~EN BUILDER AND CONSTRUCTION SET I.U 1108 UT =,E=.E..;': NS DATE: JUNE 8, 2012 NTS SHEET TI~E: STRUCTURAL NOTES & DETAILS SHEET NO: -1