The URL can be used to link to this page

Home My WebLink About37346-Z �SufFQj,� Town of Southold Annex 4/11/2013 P.O.Box 1179 m 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY 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. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/8/2012 pursuant to which Building Permit No. 37346 dated 7/6/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial warehouse with solar panels and office as applied for per Zoning Board of Appeal#6526, dated l/19/12. The certificate is issued to Home Rescue Solutions Ltd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-11-0008 3/25/13 ELECTRICAL CERTIFICATE NO. 37346 1/23/13 and 2/7/13 PLUMBERS CERTIFICATION DATED 2/15/13 George Be % Jr orize Signat e TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE ay�Ql �ao� 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 C/O 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 6/8/2012 and approved by the Building Inspector. To expire on 1/5/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,642.40 CO -BUSINESSES $50.00 Total: $2,692.40 Building Inspecto Form No.6 TOWN OF SOUTHOLD. [fj BUILDING DEPARTMENT TOWN HALL APR - 3. 2013 765-1802 BOG. DEPT. APPLICATION FOR CERTIFICATE OF OCCUPAN y TOWN OF'mlNnLD This'application must be filled in by typewriter or ink and submitted to the Building Department with the following: & For new building or new-use: GV�kX�I? 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or .topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliatice-from architect or engineer responsible for the building: .6. Submit Planning Board Approval of completed site plan requirements- B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00, Additions to dwelling$50.00,Alterations to dwelling S50.00; Swimming pool$50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. l 3. C713 . New Construction: V Old or Pre-existing Building: (check one) Location of Property: CA. 4 4� CJ d L,rAO House No. c1 Street (` Hamlet Owner or Owners of Property: f e- Z4 U-Le_ O L-i-1 o a 3 L+-c(, Suffolk County Tax Map No 1000, Section (o C/ Block 3 Lot 3 Subdivision Filed Map. Lot: Permit No. 3 9 31f G Date of Permit. (0 201 Z Applicant: j h n 6 e.,^+,n, l fir' �i1c Health Dept.Approval: Underwriters Approval: ✓ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $y ' Pg. L.),�-L. Applicant Signature Town Hall Annex �O\_$SgfF0tjr Telephone(631) 765-1802 54375 Main Road coFax (631) 765-9502 co x P.O. Box 1179 Southold, NY 11971-0959 �fja� �.a0� roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sparkling Point LLC Address: 1270 County Rd 48 City:Southold St: NY Zip: 11971 Building Permit#: 37346 Section: 69 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat X Duplec Recpt 8 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt� 3 Wall Fixtures 4 Smoke Detectors Main Panel A!C Condenser Single Recpt. Recessed Fixtures 5 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt Fluorescent Fixture 10 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 3 Time Clocks Disconnect Switches FI. Twist Lock Exit Fixtures 3 TVSS Other Equipment: 200a underground service, 1-exhaust fan Notes: Inspector Signature: Date: Jan 23 2013 Electrical Certificate.xls SUFFat,� Town Hall Annex p CO2� Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 0 Southold, NY 11971-0959 �?jOd �,1•�� roger.richert(d)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Home Rescue Solutions Address: 1270 DR 48 - City:Southold St: NY Zip: 11971 Building Permit#: 37346 Section: 69 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: I DBA: GreenLogic License No: 43858-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor x 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches Twist Lock Exit Fixtures TVSS Other Equipment: PHOTOVOLTAIC SYSTEM-23.04 kw, to include, 96 Canadian Solar 235w panels 2-Fronims 11.4 inverters Notes: Inspector Signature: Date: Feb 7 2013 Electrical_Certificate(1).xls ��o�ufFoc��o CA $ Town Hall,53095 Main Road We • .`� Fax(631)765-9502 P.O.Box 1179 y Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �C�O . ��' 10 13 -- Building Permit No. . 3173 Owner: A00 ge4txk . s a w� �sr o b ,m"Ie� (please print) Plumber: d r4 ' :1 3-&—rct/ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r lumber S tune) Sworn to before me this J day of , 20 VICKIL.,LOPER Notary Public,State-of New York No.01L06070081 Qualified in Suffolk C unt Commission bpires 1., L% Notary Public, cSic County OF SO(/j�o� � �J N � ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' 4., ..-, - [ ] FOUNDATION .1 ST [ ] ROUGH. PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [� ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S - Lc_ (� T_ ! DATE Z Z( — t� INSPECTOR I��DUMY,� 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 [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL ( OUGH) [ ] ELECTRICAL (FINAL) J REMARKS: Y v 0 DATE ��' �'� 3 INSPECTOR 3 72 �z6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION -- I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR p�ycOUHi'{,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF UNDATIO [ ] INSULATION [ FRAMIN /STRAPPING ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 2 REMARKS: / a /40/�4 L DATE v INSPECTOR V 2 oF sorry � o - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N . , [ ] FOUNDATION 1 ST [ ' ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) REMARKS: 7 ' 4 DATE INSPECTOR �J / hO�aOF SOUT�o� o`yCo�'Nc� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [VrFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ae- . DATE �� s �Z INSPECTOR oF so�ryo ho �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION' 1ST [ ] ROU PLOD. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E7FCTRICAL (FINAL) REMARKS: T� YLAO //7 DATE ® I INSPECTOR OF SO(/l�olo coutm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KoFRAMIiG STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOUryolo ——. 'zyc0UN1'1,� TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION / ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE 11 INSPECTO OF SO(/r�olo o�yc0�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: — C9�— G:�� a DATE 1 SPECTOR Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com January 30, 2013 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) Section: 69 1270 County Road 48 Block: 3 Southold, NY 11971 Lot: 3 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 OF NEW Y PAC/P 10�p,� � Q LU /r ril I l/ r^1 V 2sc�oA 060b(2�P4� MAR 2 0 2013 Ralp iQFE ngineer NY 06 04744306 BLDG. DEPT. TON/N OF SOUTHOLD 31651802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page NOTES E STAB LISHMEN KUM( s/b/I bi?-�s DATE COMMENT office < Vl �Ous� e5ZlDk LL% UPLc z � Lai -�v L-4 77 �A�-�r 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 Steelf6on Architects N ncy Steil an, R.A. KOARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEWYORK 11935 (631)734-6405 FAX(631)734-6407 A? EL- 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 Steelm Architects ancy Stee an, R.A. FC E vOCT 2� 0012 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 !• 1 1 0 • � • 1 1. -AV, M�MMMMA � :� r U,'MINSULATION PER N.Y. sm. ME uI d w PLUMBING STATE ENERGY CODE �l = — -- ra"I VIM A , r �/ 0 � + .gal � r�l '. � ` �► FAWE i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 // Sury 3 ey SoutholdTown.NorthFork.net PERMIT NO. 4 SO Check peptic Form r' Y.S.D.E.C. ustees Permit Examine </ ,20 /� orm-Water Assessment Form JUN —Approve 4s ,20 /-2—' ail to: Disapproved a/c BLDGTOWN OF hone: 73� —l�-Q`7 Expiratio 20 6 Building nspector APPLICATION FOR BUILDING PERMIT Date lone. ,20 2 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hou ing code,and egulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si a of applicant or name,if a corporation) (Mailing address of appl cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A A&n_--i Name of owner of premises 000V,_�Wwe 1 U-PICdn- (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: �z7o �01z 4h House Number Street Hamlet County Tax Map No. 1000 Section ( Block 6 Lot Subdivision Filed Map 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Oohe- b. Intended use and occupancy�Ar ell oYU �} 'jam 3. Nature of work(check which applicable):-New Building Addition Alteration Repair Removal Demolition "T'7 - Other Work _ (Description) 4. Estimated Cost b ,p� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling.units. — Number ofdwelling units on each floor -- If garage, number of cars a 6. If business, commercial or mixed occupancy, specify nature and-extent of each type of use.U1g b1)F- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear — Depth Height — Number of Stories — 8. Dimensions of entire new construction: Front�� Rear 44 Depth I � Height ;; 4 '` Number of Stories 9. Size of lot: Front Zc5, DO' Rear ZE / ' Depth 55� 21-1 3.d3 ' 10.Date of Purchase 5/4 ho i I Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES _NO 5fe 013/or 13. Will lot be re-graded? YES NO_�<_Will excess fill be removed from premises?YES NO_Z 14.Names of Owner of remises nie- s.�,. G p �� lu�o�ddress Phone No. 765-62en Name of Architect P� Address 252f6 Phone No 73 -e Name of Contractor f--, Address Phone No. 71,rn _ 39 k, Gouf�ola, NT 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__,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_,�C * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� V1 being duly sworn,deposes and says that(s)he is the applicant (Name of Vdividual signing contract)above named, (S)He is the (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 ,J 7 _: day of �J Vi'��. 20 I2- Got-�� Notary PFAcOl R 160424 67 - tune of Applicant Qualified in Suffolk County Commission Egtpires May 30-t�-Zj� BOARD MEMBERS Southold Town Hall $ ��pF SOo Leslie Kanes Weisman,Chairperson �O l0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 'p a0 54375 Main Road(at Youngs Avenue) Ken Schneider IyCQQ �1 Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 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 (LIAR), 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 Xfaet 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—Januarx 19,2012 ZBA File#6526—Sparkling Pointe CTM: 1000=69-3-3 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 4267-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. T6ivn Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The 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). 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 4267-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 4267-b(3)(b)(5). The difficulty has been self-created,the applicant purchased 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 of purchase. 6. Town Law 4267-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 Horning, and duly carried,to DENY,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—January,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). r �M Leslie'Kanes Weisman, Chairperson Approved for filing l /,�O /2012 i i I i 1 MAILING ADDRESS: PLANNING BOARD MEMBERS Z� SOU P.O. sox 1179 DONALD J.WILCENSKI ®�� l�pl® Southold,NY 11971 Chair OFFICE LOCATION: WILLLAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 JAMES H.RICH III �' YO (cor. Main,Rd. &Youngs Ave.) MARTIN H.SIDOR �1�00UM 5� Southold, NY IY Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ,Dune 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 t Sparkling Pointe Warehouse Page 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 11 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. 7 , i Sparklinq Pointe Warehouse Page 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, i . Donald J. Wi nski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map LATHjW SAN GRAVEL.. INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 ' Office(631)734-6800•FAX(631)734-2318 n E C E E U APR 10 2013 February 27,2013 BLDG, DEPT. TOWN OF SOUTHOLD Q South Department Town Engineering p $2013 James-A.Richter,RA MAR Southold Town Hall 53095 Main Rd.P.O.Box 1179 So+atholdTown Southold,NY 11971 Planning Board Re:Conformance to SWPPP requirements for Sparkling Pointe Warehouse Between 7/20/12 and 11/19/12,Latham Sand and G el performed the excavation locatedon the Old North RoadrSouthold. required for the construction of the Sparkling Pointe Warehouse The work was done in conformance with the approved site plan dated 6/5/12. Temporary in udmerosion control hay bales were installed and removed upon completion. Seven dryw 3@81x8' and 4@10'x7' were installed as per plan with fo proper drainage structures A septc piping.f drainage grates and roo The soil conditions will provide accepts P specifications. system was also installed in accordance with SCHD Yours truly, �pF NEW - r John D.Hocker,P.E. Vice President n 774316 Marine Construction•Dredging•Precast Cesspools•Gravel•Fill 0 Topsoil•Excavating and Land Development I , COUNTY OF SUFFOLK ; 4 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 subsequently not under our jurisdiction, a permit from this Department is not required. By: William Hillman,P. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4150 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSHI o��OF SO(/r�Ol Southold,NY 11971 Chair OFFICE LOCATION:. WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR �� C a (cor.Main Sou ho1dYoungs Ave.) y DUNTY,� ,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD D E. CE � � � April 10, 2013 APR 10 2013 Ms. Nancy Steelman BLDG.DEPT. 25235 Main Road TOWN'OF SOUTHOLD Cutchogue, NY 11935 ` 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 J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer °° t Town of Southold - Chapter 236 - Stormwater Management o g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner•Agent-Consultant-Contractor or Other Circle One) Property OWNER(if Different than Applicant) as: V Add ss I Tale ne _ Fax _ 3 Tele o e#: d Fax . E-Mail: E-Mail: Property Address- Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.#: � q Stabalization BM[Ps,Project Scope and/or Sequence of Construction Activity � 9000 ,o ' 03 .�J (Provide Additional Pages as Needed) District Section Block Lot Nattto of Contractor and/or Contact Person Responsible for Implementation of SWPPP: 1 a es o� -------------------------------------------•-----•-- / _.-----....._._,_,_v..---_----- E-MaiL. -----•--^------'------------.., __ ........__.....,_ ( h11 �. Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: Q ------------------------------------.--....---- Address: Telephone#: Fax ---------------------------_------_-_--- E-Mail: ------------------------------------------ ----------------------- ---- Total Area of Ail Total Area of Land Clearing --.---- ---..-.._,. Project Parcels: fi 002 e, and/or Ground Disturbance: 5212 19r -------------------_--_--_--_--__--,_._---_--_-- (SF.I A—) (S.F.I A—) Project Duration: Start End ------------------------------------- (Anticipated) ��5 Date: 2� Date: -----------....------------- ---------------- -- -__ ,---------- ----- -- '---`-`______ - (Num6erorCelendereeysl Will this Project Disturbe five(5)or More Acres at Q - Any One Time During the Proposed Development? Yes No -- "_.----•------___._.__.---.--_..,._-...,___..---_-_------ (fYES:PleaseAnswertheFollowingl --•--•-w_.•-"u••• •-- --••- --•---- -----•-----•------------ a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary �� and/or Permanent Soil Stabalization Measures? Yes No ------------ es d. Does the SWPPP Adequately Identify a Complete 0 ..._..........._. _.....__.__...._...._..._._......... __....... Project Phasing Plan? NO Status of impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired.-) e. Does the SWPPP Indicate Additional Site Specific =7 Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wedand.) Of Intent and SWPPP Acceptance Form for Review r by the Town of Southold? Yes No STATE.OF NEW YORK, COUNTY OF.�2... ........ ........................SS That I,..A.` Oaf .. 2. 'n..1...�.!:.....being duly sworn,deposes and says that he/she is the applicant for Permit, (Namijaf individual si ing Doc/u-men Andthat he/she is the ...... i1[ - ........................................................................................................................ (Owner,Contractor,Agent,Corporate OMcer,etc.) Owner and/or representative of the 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&herewith.Sworn to before me this; hi.-':`..CIA �1C8�10 RDS...................... ..........d of. ��... ... . _, GZ'"No:'ywiat�� i67 Notary Public: � ad.•ia•SuffoI Cou ..e :............. ... ................. .......S lure of Applicant) 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. Town Hail Annex., 4 Telephone(631)765-1802 54875 Main Road �,'� �y�� P.O.Box 1179 + ro�ler.richert(a1tOWtn ODUloiq ny us Soudroid.NY 11971-0999 ;Jay BURDING DEPARTbWNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,d,- ex Date: IZI (O (Z Company Name: an I Name: Sim License No.: S - E: rdress: (� l one No.: 3 /• S JOBSITE INFORMATION: (*Indicates required information) *Name: S *Address: le Y!F,,- 0 *Cross Street: *Phone No.: Permit No.: 3 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is.job ready for inspection: YES/ 0 Rough In Final *Do you need a Temp Certificate: S/ NO Temp Information (If needed} - *Service Size: 1 Phase ' 100 150 200 30a 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Ovedmd Add PAYMENT DUE WITH APPLICATION U Ll Li for lmpec lkm Form BLDG. DEPT. T010m nr,c o��pF SD�lyO Town Hall Annex Telephone(631)765-1802 54375 Main Road max(631)765- 5�2 P.O.Box 1179 Q roger.richertCa,own.south�o d.nv.us • �O Southold,NY 11971-0959 O C4UNT1,� BUILDING DEPARTMENT. TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: /(0 Company Name: g. S Name: .- 1 mil_. License No.: S"7 cF - !- Address: L p c'c ' I rJ Phone No.: JOSSITE INFORMATION: (Indicates required information) *Name: !2 P(z�%GL-t,C-L t 0 6=1 allv-ne *Address: J off-7 0 CO U rj 7—Y o�Z D *Cross Street: Arx_- .2-LY tf2✓`1 D go *Phone No.: 3 766- Q 6100 Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please.Circle All That Apply) *is job ready for inspection: YE NO Rough Dn Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground Number of Metersl Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION '&aup�_cl- ef Y or/ 1 il? M- 82-Request for Inspection Form Y.4 r1 25235 Main Road, Cutchogue NY 11935 Samuels (631) 734 6405 Architects Fax (631) 734 6407 To: Mr. Mike Verity From: Nancy Steelman Chief Building Inspector Address:Town of Southold Date: June 27, 2012 Town Annex CC: Southold, NY 11971 Re: Sparkling Pointe Warehouse ❑ Urgent x For 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 - Sht# S-1 Revised Energy Calculation -2010 NY Energy Conservation Construction Code Version 3.9.1 Door Specification/Schedule D Please call if you have any questions. JUN 2 7 2012 Nancy Steelman BLDG.DEPT. TOWN OF SOUTHOLD i R S A M U E L S & S T E E L M A N Sparkling Pointe Warehouse Building Code Requirements from the "Building Code of New York State" Effective August 2010 June 7, 2012 Building Code Section: 302 OCCUPANCY CLASSIFICATION 311.3 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 OF NEW yo occupancies to the entire building. The most restrictive of �.srFF '�.f- construction, so determined, shall apply to the entire building. Ali other code requirements shall apply to each portion of the building g� 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 017953 required between mmsEexcept as required by other provisions. p Ft 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 503 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 1004.1 DESIGN OCCUPANT LOAD S-2 Low Hazard Storage: 500 sf/occupant, gross area 5568sf/500sf= 11.136 occupants 1015.1 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 1 WC per 100 1 LAV per 100 PLUMBING FIXTURE CALCULATIONS S-2 LH Storage: Total Occupants: 12 1 WC 1 LAV Total Provided: 1 WC & 1 LAV 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 a 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects 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 ❑ Please Reply II 1. 3 sets of Construction Documents with revisions ; ' JULBLDG.DEPT. - 6 2012 ._ THOLD._..�SOL �I Please call if you have any questions. TOWN OF SOU�„ < Nancy Steelman ,f.; At -b EL- 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, X and Stee n Architects man, R.A. D JUL - 9 2012 BLDG.DF.M. TOWN OF SOUVOLD ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 O��OF SO!/l�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 �l • �O y100UNT`(,Nc� 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. pplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) / A fee of$50.00. +/ Final Health Department Approval. v Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) r� 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 SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • �O yCoUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 11, 2013 John Bertani 1380 Oaklawn Dr Southold, NY 11971 RE: Sparkling Pointe, 1270 CR 48, Southold G� ISv 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. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84 ) Trustees Certificate of Compliance. (Town Trustees#765-1892) (94Final 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 REENLOGIC° 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 E U0 2013DEPT.OUTHOLD GREENLOGIC, LLC •www.Green Logic.corn Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 J fvL�w Fax: 631-382-8236 www. acificoen ineerin .com en ineer acificoen ineerin .com P 9 9 9 @p 9 9 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 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 Wind Live load, Ground Speed,3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Pg mph psf load,lb Roof Section A C 20 120 59 1269 5116" dia screw, 4-1/2" length, 2 per y- REVIV r Pi [t Ralph Pacifico, PE * w u Lu Professional Engineer n C? Ra s�Cpp1 S al n i eer N 61 4Gi 94 06 a GREENLOGIV ENERGY tLIMINNrINO]HE COST OP MHOY XXWVX XXWXXXXXXXX XXXXXXXWXXXXXXXX Xxi M1X1XXXXXXXXETXXMXX*VX DRAWING NUMBER: Pacifico Engineering PC 1 O F 4 PO Box 1448,Sayville,NY 11782 631-988-0000 www.pacificoengineering.com SURFACE 1 LAYOUT *Always Pacifico,Professional Engineer Always double check measurements NY Lie 066182'NJ Lic 24GE04744300 GreenLogic, LLC —Approved 23.04kW Panel Dimension =64.5"x38.7" Layout 96 Canadian Solar 240w Home Rescue Solutions UniRac Sunframe Array Length = 1238.4" p p� NEV!/ y (Sparkling Pointe) Azimuth TBD° Array Height = 198 Q� P�c�F%��i' 1270 County Road 48 Pitch = TBD° Surface Dimensions =132'x30' c C� Southold NY 11971 Scale 1/16" = 1.0' Magic# = 65.25" Lu ' ISSUES/SPECIAL INSTRUCTIONS = - yl .1, Z PROJECT COMPONENT COUNT C�r A) Attachment type and count: 74 Standoffs. Canadian Solar �2s 066A$2 ® Attachment Pointt �p �P B) Rail type and count: UniRac Sunframe UniRac Sunframe jOgOFESS�O 2x4" Douglas Fir Truss 24"On [:Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 5-1-12 Center NYS Lic#066162 NJ Lic#249E0474430D —,,G P.EEN LOGICS ENERGY ELIMINATING THE COST Or ENERGY V111 K >1 IX ILL L L I----I_] DRAWING NUMBER: Pacifico Engineering PC 2 OF 4 PO Box 1448,Sayville,NY 11782 631-988-0000 www.pacificoengineering.com. SURFACE 1 ATTACHMENTS *Always Pacifico,..ProfessionalEngineer Always double check measurements NYLic066182 NJLic 24GE04744300 GreenLogic, LLC —Approved 23.04kW 96 Canadian Solar 240w Layout Panel Dimension =64.5"x38.7" W y Array Length = 1238.4" O SyE O Home Rescue Solutions UniRac Sunframe �.� \X PAC/Array Height = 198 Q- �e o (Sparkling Pointe) Azimuth = TBD° Surface Dimensions =132'x30' c cr_ 1270 County Road 48 Pitch = TBD° w Southold, NY 11971 Scale 1/16" = 1.0' Magic # = 65.25" ` w �L z ISSUES/SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT � 2 Canadian solar 240w A) Attachment type and count: 74 Standoffs. a2 ® Attachment Point �jOROFESS�O�v B) Rail type and count: UniRac Sunframe UniRac Sunframe 2x4"Douglas Fir Truss 24"On Ralph Pacifico Professional Engineer Center NYS Lic#066182 NJ Lic#249EO4744300 Layout Created By: MVP Date: 5-1-12 .GREENl LOG IC' ENERGY ELIMINATING THE COST OF ENERGY XXX XXXXX#XXXX�XXXX#XX XX XXX XXXXXXXXXXXXXXXXXXXXXXOX XXXXXXX DRAWING NUMBER: Pacifico Engineering PC PO Box 1448,Sayville,NY 11782 3 OF 4 631-988-0000. www.pacificoengineer'ng.com SURFACE 1 STRINGING 4x8 on SMA SB8000TLUS-10 3 *Always double check measurements Ralph Pacifico,Professional Engineer . NYLic066182 NJLic 24GE04744300 GreenLogic, LLC -Approved 23.04kW Layout 96 Canadian Solar 240w Panel Dimension =64.5"x38.7" � SEW I'O Home Rescue Solutions UniRac Sunframe Array Length = 1238.4" �C PACIR� Array Height = 198" GeV c0 (Sparkling Pointe) Azimuth = TBD° �s 1270 County Road 48 Pitch - TBD° Surface Dimensions =132'x30' � �� w 25" � w Southold, NY 11971 Scale 1/16" = 1.0' Magic# = 65. ISSUES/SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT Canadian Solar 240w A) Attachment type and count: 74 Standoffs. ® Attachment Point 06 Ro ESS�O�P B) Rail type and count: UniRac Sunframe UniRac Sunframe 2x4" Douglas Fir Truss 24"On —Ralph Pacifico Professional Engineer Center NYS Lic#066182 NJ Lic#249E04744300 Layout Created By: MVP Date: 5-1-12 GREENLOGICO 1=r�i�ftu r ELIMINATING THE COST OF ENERGY ;JOB MATERIAL LIST Material List Rail Material List UniRac 4" Drk Standoffs 74 i 5/16"x4.5"SS Lag Bolts 148 ; 1 - 5/16"Stainless Steel Washers 148 Oatey 12920 Flashing 74 I i I i I i 1 i Pacifico Engineering PC DRAWING NUMBER' PO Box 1448,Sayville;NY 11782` 4 OF 4 M1-988-0000 www.pacificoengineering.com MATERIAL LIST *Always double check measurements. RalphYc066i°°•Professional Engineer473 Y NY Lic 066182 NJ Lic=24GE04744300 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" OF aCiFi�o (Sparkling Pointe) Azimuth = TBD° Array Height = A`' Q� P 1270 County Road 48 Pitch = TBD° Surface Dimensions � 1 . Southold, NY 11971 Scale 3/16" = 1.0' Magic # = 65.25" w PROJECT COMPONENT COUNT Canadian Solar 240w A) Attachment type and count: , �s 066� �aQv Attachment Point ��/'ROFESS�� B UniRac Sunframe) Rail type and count: UniRac Sunframe � 0 2x4„ Douglas Fir Truss 24" On Center Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 5-1-12 NYS Lic#066182 NJ Lic#249EO4744300 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,Inc. 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. a DOOR SCHEDULE D � JUN 2 7 2012 DOOR # SIZE (w x h) UNIT NOT LOWER LEVEL BOG'DEFT• TOWN OE soul"00 1 3' x 7'-0" 400 Ext. Dr./Weatherstrip-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/Weatherstrip-Exit 7 3' x 5'-6" Mech. Rm - Verify ht 8 3' x 7'-0" Ext. Dr/Weatherstrip-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. Dr/Weatherstrip-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 Section 1: Project Information Project Type: New Construction Project Title:Sparkling Pointe Warehouse Construction Site: Owner/Agent: Designer/Contractor: 1270 County Road 48 Home Rescue Solutions Samuels and Steelman Architects Southold,NY 11971 c/o Sparkling Pointe 25235 Main Road 39750 County Road 48 Cutchogue,NY 11935 Southold,NY 11971 631-734-6405 631-765-0200 Nancy@SamuelsandSteelman.com Section 2: General Information 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: Component NamelDescription Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Roof 1:Attic Roof with Wood Joists 5568 30.0 7.0 0.027 0.027 Exterior Wall 1:Wood-Framed,16"o.c. 737 33.0 2.2 0.043 0.089 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 0.10 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 0.089 Window 7:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 13 -- -- 0.310 0.400 0.29,PF 4.90 Door 3:Insulated Metal,Swinging 26 --- --- 0.650 0.700 Door 4:Insulated Metal,Swinging 26 -- -- 0.650 0.700 Exterior Wall 3:Wood-Framed, 16"o.c. 737. 33.0 2.2 0.043 0.089 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 1 of,9 Door 5:Insulated Metal,Non-Swinging 117 -- --- 0.650 0.500 Door 6:Insulated Metal,Swinging 26 --- -- 0.650 0.700 Exterior Wall 4:Wood-Framed,16"o.c. 1808 33.0 2.2 0.043 0.089 Window 8:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 13 -- --- 0.310 0.400 0.29,PF 0.08 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. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. 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 doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. Lj 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page hey are atte g that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in complianc his Code. ro Z 1 Z Name-Titlel Date Project Title:Sparkling Pointe Warehouse Report date:06/26/12 Data filename:\\Sam uels-server\office\Com mon 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: Designer/Contractor: 1270 County Road 48 Home Rescue Solutions Samuels and Steelman Architects Southold,NY 11971 c/o Sparkling Pointe 25235 Main Road 39750 County Road 48 Cutchogue,NY 11935 Southold,NY 11971 631-734-6405 631-765-0200 Nancy@SamuelsandSteelman.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Wafts/ft2 (B x C) Warehouse 6072 0.8 4858 Total Allowed Watts= 4858 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description)Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Linear Fluorescent 1:96"T8 ES 60W/Electronic 2 11 60 660 Linear Fluorescent 2:Other/Electronic 2 6 32 192 Total Proposed Watts= 852 Section 4: Requirements Checklist Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wafts Proposed Wafts Complies 4858 852 YES Controls,Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical 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. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. 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 elements of the means of egress. ❑ 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 shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: r ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement. The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The,Qroposed 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 Requirements Checklist. � � Z Name-Title gnature 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 4 of 9 eCOMcheck Software Version 3.9.1 8/1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title:Sparkling Pointe Warehouse Exterior Lighting Zone: 2(Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 1270 County Road 48 Home Rescue Solutions Samuels and Steelman Architects Southold,NY 11971 c/o Sparkling Pointe 25235 Main Road 39750 County Road 48 Cutchogue,NY 11935 Southold,NY 11971 631-734-6405 631-765-0200 Nancy@SamuelsandSteelman.com Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Main entry 5 ft of door width 20 Yes 100 370 Other door(not main entry) 1 ft of door width 20 Yes 20 80 Other door(not main entry) 1 ft of door width 20 Yes 20 80 Total Tradable Watts*= 140 530 Total Allowed Watts= 140 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description I Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. )\Italy nt (J�cf O d00f IdtFI�Tradable rWltta e i HID 1:Metal Halide 70W/Standard 1 3 70 210 Compact Fluorescent 1:BIAX 80W/Electronic 1 2 80 160 .>"�,'r'�z'„,;"' � �'�� 6" � fir;s s �,. ,� a s '�P y":_ x + t ✓r z zx s x w n x r Compact Fluorescent 2:BIAX 80W/Electronic 1 1 80 80 Compact Fluorescent 3:BIAX 80W/Electronic 1 1 80 80 Total Tradable Proposed Watts= 530 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes using supplemental allowance watts. Project Title: Sparkling Pointe Warehouse Report date: 06/26/12 Data filename:\\Sam uels-server\office\Com mon autocad files\ACTIVE PROJECTS\SP Warehouse\Energy Calculations\Sparking Pointe Warehouse-REVISED.cck Page 5 of 9 Controls,Switching,and Wiring: Lj 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. ❑ 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. Cl 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: 171 6. All exterior building grounds luminaires that operate at greater than 10OW have minimum efficacy of 60 lumen/watt. Exceptions: ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. ❑ Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMchec4Vers' 3.9.1 and t comply with the mandatory requirements in the Requirements Checklist. G i ame-Title i 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 6 of 9 COMcheck Software Version 3.9.1 Mechanical 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: Designer/Contractor: 1270 County Road 48 Home Rescue Solutions Samuels and Steelman Architects Southold,NY 11971 c/o Sparkling Pointe 25235 Main Road 39750 County Road 48 Cutchogue,NY 11935 Southold.,NY 11971 631-734-6405 631-765-0200 Nancy@SamuelsandSteelman.com Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity 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. Lj 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): 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 Us)or less. Li 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 Lj 1. Water heating equipment meets minimum efficiency requirements: No efficiency requirements for electric instantaneous water heater. 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 7 of 9 ❑ 2. All piping in circulating system insulated ❑ 3. Automatic time control of heat tapes and recirculating systems present ❑ 4. Controls will shut off operation of circulating 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): ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per 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,2-hour occupant override, 10-hour backup Exception(s): ❑ 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 and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ 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 rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics _. Exception(s): ❑ Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g, r 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-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). ❑ Runouts<4 ft in length. ❑ 11.0peration 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 ft2 in spaces>500 ft2)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 Exception(s): ❑ Gravity dampers acceptable in buildings<3 stories 0 Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ❑ 15.Automatic controls for freeze protection systems present ❑ 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction 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 607. 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 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 separate 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 setpoint 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 building 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 i;COMchec Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. Name-Titl fature Date 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. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal 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 CERTIFIED TO:HOME RESCUE SOLUTIONS,LIMITED OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PARAMOUNT LAND,INC. #PL 11-008991 R JOB NO.:2011-148 p MAP NO.: FILED: LANDS( REVISION: ��O ✓q , REV. TITLE CO. CERT7125111 NOON LOC. FOUNDATION 8121112 -� �� 050'3 TF QF NE`i'} LICENSE NO.:050363 Q HANDS ON SURVEYING / 26 SILVER BROOK DRIVE p FLANDERS, NEW YORK w 0 11901 o TEL:(631)-369-8312-FAX.-(631)-369-8313 \ cb MARTIN D.HAND L.S / LOT AREA:43,642 SQ.FT. = 1.002 ACRES \\ ;q ELEVATIONS HEREON REFER TO APPROX MSL DATUM-co\\\ / �� AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS c o�� • FT�F o � \r sr 00, 0 ry 4-s3,s�p o sTq 't 04 /04 �r iry�sF�, F k4,, oppo o 'b F ° o,s� ° O AUG 2 7 2012 BLDG DEPT. O TOWN OF SOUTHOLD �P Pl STkUI.iUPES RECORDED OR UNRF'S—SCA NOi GUARANTEED T 111PHYSICA(LY EVIR=M ATTHE SURVEY OF TIME OF SURVEY THE OEFSET-DIMENSITSSlsl— DESCRIBED PROPERTY HERE TP,MTHE STp—,—TOTHE PRO`ERTY UNfC ARE FTR EPE,ARE PURPE6 4N0 LA AND THEREI-' ARE NOT(NTENOEDT,RE-1- SITUA EREL T EFENCES,RETAINING WALLS,POOLS,PATIOS,PLAIlIIPM, I A AREA.,AQTHENS iODUILDTM AND ANYOTHER CONSTFUCTIQNSOU OLD UNAUTH MD ALTERATCN M AMTION M THISSURVEY IS A VA PI � SECTION 7M OF THE AE YORK STATE TOWN OF SOUTHOLD IX]PIES OETHISSURVEYMARNOTSEARIAG SUFFOLK COUNTY, NEW YORK ME(ANDSURVEYCRSINKEDSEALOR EARYA'SFO SEALSHALLNOTWE Sl"FD S.C.T.M. DIST. 1000 SEC. 69 BLK. 03 L TO SEA VAUD TITIECOPY LERPFICATICNS INLYCATEDHO"SHAG RUN ONLY TO1HCPFfG (S)EORnM?tITHESURVEY ISPREPASY_DANDONHGBEH TOTHE iITLEUYAI'ANY,G(NFRNMENtgLAiaEACY AND LENDING N,T-,r„,N,,S,EDI,ERECN A„D 20 10 0 20 40 60 80 100 120 140 160 1 80 1�Trf AS�iH�r'..OF THE LENNMi IAGTI- WONCERiIF-710MAPENOTTRA FERAW SCALE. 1'=40' DAJUL; M ADLYTIONALINSTINTAXSORS EQENT OVMERS Y � � � CERTIFIED TO:HOME RESCUE SOLUTIONS,LIMITED OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PARAMOUNT LAND,INC. #PL11-008991R JOB NO.:2011-148 MAP NO,: FILED: �p i-AND SU REVISION: �°' 00NA RL REV. TITLE CO. CERT 7/25/11 LOC. FOUNDATION 8121112 I p�'il�ll �0. 0 501'6 Q� qTF OF PM4 LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK 11901 00 oti TEL:(631)-369 8312-FAX(631)-369-8313 w E MARTIN D.HAND L.S LOT AREA:43,642SQ.FT. = 1.002ACRES ELEVATIONS HEREON REFER TO APPROX MSL DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS o c 0 N ss°s?o srq F s,g F �J06?41, O os��o� , 611 �� L1 OAgp� F o� O AUG 2 7 2012 `v 81 DG. DEPT. ` P .( P•1 MIVN OF SOOIHOLD EASEMENT AN[ SUKURFACE STRUG.'R RE�RDEDOR UNFFGORDEDAAENOTGUARATTEED UNAFC PHYSICALLYETI APATTHE SURVEY OF A I OF SL,2YEY DESCRIBED PROPERTY THE OFFSE i(OR DIMFNSIONE)SNpYN HE'EaNY UNTHE SIgY ASP�TO THE PF�EATY JNf*Aiv FTN ASPEGSG qJ?PZF ANii U:FANL THTAEFOAF A2F NCI wH Nnf��NGUI(.�E THE E�_�T,u4 LR cI,.�CS Ri IA%IMF WALL$PNLS PATHOS,PLANTING ART AREAS,AlDI rIONSTO DUIO—S ANDANYOrHEPCON—CTAX Si TE A UNAUfIfQ I:ED ALTERAipN QR 4DgTCN S UTHOLD TO iH5 SURVEY lS ERAT TICK OF EE Ar]2NOF rHENPYY0AKEIATE EDUCAJIGN LAW COPIEEOFTHb SURVEYMAPNOTREARIAG TOWN OF SOUTHOLD THE(RAID SSEALSH-NOT SEAL OR SUFFOLK COUNTY, NEW YORK EMBaEEEO SEAL SHALL NOT BE CONSIDERED TO BEAVAUDTITIE LOPY GERTIFICATMS INMATED HERO N EHALL AUN S.C.T.M. DIST. 1000 SEC. 69 BLK.03 LOT 3 OM.YTOTHEAERSON�S)FOHALF VTHE SVRVEY Tl AREPARc— pJHISA-TALTOTHE AEG M AN E ERNNTALAG�;YAND 20 10 0 20 40 60 80 100 120 140 160 180 LENDNO INSTITUTION USTEC NEn Nr AND — � MN E ASSIGNEES OF TNElENOIM3 IAGTt MATW NAZI SDWIA SCN.'RA�FEAA�E SCALE: 1"=40' DATE:JUL;Y S, 2011 ro AonnoNALINsr,TUnwE cAE�P�H71Ent oNN Rs /r_ CERTIFIED TO:HOME RESCUE SOLUTIONS,LIMITED OLD REPUBLIC NATIONAL TITLE INSURANCE CO. PARAMOUNT LAND,INC. #PL 11-008991 R << BEGINNING AT THE NORTHWEST CORNER OF SUBJECT PROPERTY AND RUNNING THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE WESTERLY PROPERTY LINE Go S 55'52'00"E 279.47 FEET. JOB NO.:2011-148 THENCE N 340 14'35"E 10.00'TO THE NtW/CORNER OF BUILDING. (POINT OF BEGINNING) MAP NO.: s THENCE N 340 14'35'E 44.2 FEET TO THE NIE/CORNER OF BUILDING FILED: liu C" 'PP2 THENCE S 55°5l'41"'E 137.8 FEET TO THE S/E/CORNER OF BUILDING REVISION: �Anlp S '� _ '- THENCE S 34°14'35"'W 44.2'TO THE SA"✓I CORNER OF BUILDING REV. TITLE CO. CERT 7r5/11 5�0 URL i -eqr THENCE N 55 51'41"'E 137.8 FEET TO THE N/E/CORNER OF BUILDING LOC. FOUNDATION 8/21/12 TO THE POINT OFF BEGINNING, ADD BUILDING LOCATION DESCRIPTION 92011 �N pO NANO - Q� ' ;' 4. -7 �.01, FINAL SURVEYFOR HEALTH AND TOWN C 0.S(12/9112 •-," ` N w _ f 4/0. 05036b P TF OF NEB LICENSE NO.:050363 " HANDS ON SURVEYING 26 SILVER BROOK DRIVE N F •� LANDcRS, NEW YORK 1101 TEL:(631)-369-83129FAX.•(631)-369-8313 N E MARTIN D. HAND L.S LOTAREA:43,542 SQ.FT, = 1.002 ACRES ELEVATIONS 1 EREON REFER TO APPR.OX MSL DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS c \ \ \ �_20' 5 DRR/1V �sFT�F SANITARY DIMENSIONS \,��r COR Cl C2 ST CPI CP2 A 73' 132' 184-6" 204--6" 216' B 72' 186=6" 205-6"216=6' COLS � SANITARY DIMENSIONS AS RECEIVED FROM INSTALLER r WATER SERVICE LINE AS RECEIVED FROM BUILDER r� q UNDERGROUND ELECTRIC LINE AS RECEIVED FROM i BUILDER o 13'9- �ryrsFr \F \o � � •�\� � o f � �/��{KKif r/� �j x,—,,,a i,.^- .u::..�.a-..u..'smc.-urtr..:�..waYy-r-va+a. _ O\ ` •�♦F�`�/6.FO NI=,��I��Y-"�\/� ^,'�\11+.5i F'a�s'i"�°n'�t.s ,�;r r�s.._.: .}_. •"'�;^,•— •:i� "�,�,.,,y \?$ �p E[ice' [', - p. -•.;-il�.. .... '.�.`."'T"t:{..,,.' •.. ue_t�.. �ffV P\ �1 e '£ASE"ENTANTXIR5UP,':URFACE `L CA I1.•tI �.Hilbj'e'�.3 i {•J '�A t8 C'. �Office Of Wastewater Ma.jagam'6M ME SVAVEYSUR VEY OF � t HEOFFSFT LpR pAlEI.5'gNS)SHONN IEVE(NFACINTHE SiFVCTURES iO iIE NPEPTYMESARE-0RASPVAC �,PIP DESCRIBED FROPERiY rPC EANDUSEANDTHEAEFCRE AkE —T—EDTOGUIEL�THE ■rl /[ ■ .YAL P PLAMtt.1i AWEA,AMPI STO9IA'LfHM;S AND ANY ANYQTW OTNER CONSS TRICTION TNAUTNOPo:ED ALTERATION ORKDDNIW OAT LD ^'ttlS s'Pv_�^:eVb_YATm so SECTICNTNU 6]RENEW YCRX S]A]E EpfCATIONLAtS' COPIES O'THb SURVEY MAP NOT BEA%NG TilELANDSUAVEYORS ANXED ScgLOP EN TOWN OF SOUTHOLD TOPE AVALID iULE�:iPY DEP]FGA]KN5 MD A£DHERONSHA R N SUFFOLK COUNTY NEW YO:RK S.C.T.M. DIST. 1000 SEC. 69 BLK. 03 LOT 3 LY TO TIE PER'Y Sl FOAVMOii THE. 1 1'PFEoARED ANDONHIS AEHAIF TO THE LEI.NAG ANSTITUTQyy USTEDHEREpJ,AND TOTHE ASSIGAI FSOF THELENC T N.NS (� j� j� j{ /� /�(� j� j{ (� jy TUlIJJCEkTiFKATA�NS AAENOT TFANSFERAPII_ 20 1'V 0 20 40 6D 8V 100 120 140 160 180 TO ADD T A,N T D aNS S ENT SCALE: 1"=40' DATE:JUL;Y S, 140 C,VNEFS 2011 7+2 REVISIONS GENERAL STORMWATER POLLUTION PREVENTION NOTES LAND NOW OR FORMERLYLAWN T/F +21.aLAWN DW "B" - 5,X5' SUFFOLK COUNTYSITE DESCRIPTION: V X15TING UTILITY SCTM # 1000-69-03-3 z - Z UNDERGROUNDPOLE LIPA 48Development activities for this project will consist of the construction of a new Warehouse building - WATER LINE NEW 24FT WIDE 51 PROPERTY: 1270 COUNTY RID 48 along with all associated site work. The site work will include: removal of trees and brush as indicated ACCESS, NEW Q>�� ADDRESS SOUTHOLD, NEW YORK 11971 on plans, grading from the road to the Southern portion of the proposed building; installation of the V V GRA1/EL �1 � proposed drainage structures and septic system; and installation of underground piping from the �� DG '� 1�� OWNER: HOME RESCUE SOLUTIONS L c/o SPARKLING POINTE building gutters and downspouts to the new drainage structures; installing of underground electric z V z UNDERGROUND GON5TRUGTIO RPZ / 39750 COUNTY ROAD 48 lines from the utility pole at the road to the new warehouse building; installing of a new underground ~ ELECTRIC LINE FINI ALT VALVE TEMPO Tq,-Rm WATER SOUTHOLD, NY 11971 water line and RPZ valve from the public water main under the road to the new warehouse building; AGING AFTER RJNCFr CONTROL MEASURE: SITE: 43,642 SO. FT. = 1.002 ACRES installing of a new geothermal heat pump system with electric backup; installation of a new driveway, PERMANENT STORM CONSTRUCTION �5ED HAY BALES $ SILT Y as shown on plans, crushed stone base foir the construction phase of the project, finished asphalt WATER RUNOFF 1�pp' -mom FENCE DURING CONSTRUCTION ZONING: LI - LIGHT INDUSTRIAL O suface for the post construction phase of the project; installing of new landscaping plants and lawns. I CONTROL MEASURE:: 1, 5 �� _ m SEE DETAIL LOT 0 Y`l �d a 0° R All improvements are to conform to State, County and local standards UNDERGROUND +RN�p`� 'IRA5HRUB5: 5PIRAEA, ILEX-36 HT, COVERAGE: ALLOWABLE: 3 /o O 13092.E SF UJ >- DRYWELLS WITH O`er = \ / 2 GROUNDGOVERS: JUi\IPERUS PROPOSED:13.3% or 5808 SF and specifications. A5 H LT ,� n DRI A CAST IRON GRATES► / T/F +22.0 DW "B" - 8'x8' LANDSCAPE o W AT GRADE TYPICAL ' V TOTAL AREA OF DISTURBANCE: COVERAGE: PROPOS D?57.4 OR�25 074 SF Z GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE L�`WN 34,520 5F 1. Installation of erosion control measures (silt fence barriers) C'� ( SURVEYOR: HANDS ON SURVEYING O t T/F +21.0 UNDERGROUND ELECTRIC LINE 26 SILVER BROOK DRIVE Z 2. Removal of trees and brush DW "B" - 8'x8' NEIGHBORING UNDERGROUND WATER LINE FLANDERS, NY 11901 p Ud 3. Grading from the road to the Southern portion of the proposed building LAWN BUILDING LICENSE # 050363 -J PERMANENT STORM WATER 4. Installation of the drainage structures and septic system I ONSTRUGTION L A RUNOFF CONTROL MEASURE: DATED: JULY 5, 2011 F 5. Installation of the driveway,crushed stone base for the construction phase of the project t A-- STAGING AREA I � PROPOSED UNDERGROUND 6. Installation of underground electric lines from the utility pole at the road W TEMPORARY +�2 - - 6OFT x 7oFT DRYWELL5 (SIZED l=oR A 2" V) 7. Construction of the Warehouse building STORM WATER RED` 0 �c RAINFALL "DW A" 1j "DW B") TOL ' � 0 8. Installation of underground piping from gutters and downspouts to the drainage structures RUNOFF I G EARING O STORE RAIN WATER FROM a! 9. Installation of the underground water line and RPZ valve to the new warehouse building CONTROL _ ` TEMPORARY STORM BUILDING STRUGTUR.E AND ALL W O 10. Installation of the geothermal heat pumip system MEASURE: I = WATER RUNOFFLl"-T/F PAVED SURFACES ON 51TE �� LL u- 11. Installation of the new driveway, finished asphalt suface PROPOSED HAY CONTROL MEASURE:: +21 A DW 'B" - Vx8' \ �-@ryn@ Klb � Q0 12. Installation of new landscaping plants, lawns and automatic irri ation system BALES $ 51LT PROPOSED HAY TEMPORARY STOP, y p g g y FENCE DURING O'6 A- 20 3 $ALES $ SILT WATER RUNOFF ° X15TING CONTOURS sRa 13. Removal of the temporary erosion control measures y P CONSTRUCTION I % P ALT ` I FENCE DURING CONTROL MEASURE: � �� ,nc AREA OF DRIVEWAY 15,720 W SITE DATA SEE DETAIL I ' CONSTRUCTION SEE PROP05ED HAY BALES Q 5F, STRIP TOP501 DOWN 6": °a ��' Z J e DETAIL 1 $ SILT FENCE DURING 255 GY OF TOP501 y e L Q 0 Site Area. 1.002 Acres CONSTRUCTION SEE I LA N (o� REMOVED FROM :31TE, J Soil Classification: See test hole \�L� SEPTIG PIT DETAIL 2 W DRINAGE STRUCTURES: 130 p Receiving Waters: None 51'5TEM 2 . ITCH GY OF FILL REMOVED FROM m� _ SYSTEM T/F +20.0 NEIGHBORIN �0- I SITE, ��'� SITE POLLUTION CONTROL MEASURES t � BUILDING �a 17W A„ _ 10 x7 SEPTIC SYSTEM: '55 CY OF yaa0 q� 0 O In accordance with the provisions of the Town of Southold, chapter 236, storm water VE EM FILL management I ` + O. LL ROD FROM SITE, � yA 9 L � and erosion and sediment control measures including, but not limited to, the following shall IL3 DRIVEWAY: PROVIDE 200 COVE ED = ( a� GY OF GRAVEL FILL 4" be employed during construction: v A. Existing vegetation to remain shall be protected (by installation of construction fence or LOADING DEEP) FOR DRIVEWAY BASE other a and shall remain undisturbed. AR A0- LAND N W R l a PRIOR TO ASPHALT approved means) c,ONG. LAB FORMERLY HEN J. /' b� SURFACING B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas DOR05K1 $ FRANCES y BY MARK McDONALD and the length of time that areas are exposed. A maximum of 0.8 acres shall be disturbed at r DOROKSI AREA OF BUILDIN(5 5,155 5F, TEST HOLE GEOSCIENCE one time. Graded and stripped areas shall be kept stabilized through the use of temporary SHRUB5: 5PIRAEA, STRIP TOPSOIL DOWN 6": 110 GY SOUTHOLD, NEW YOR seeding as required. Seed mixtures shalll be in accordance with the soil conversation service ILEX-36" HT, x �' - REMOVE TOPSOIL FROM SITE NO SCALE 11971 6ROUNDGOVER5: TEST HOLE DATA 1113/11) EL: 20.0' recommendations. (/; / F-T/F +la q JUNIPERus v DIG BUILDING PERIMETER TRENCH FOR FOUNDATION (56" 1 FT. DARK BROWN LOAM OrL I � Z. C. Bare soils shall be seeded within 14 daWs of exposure, unless construction will begin within I DW A - 10 x7 21 days as sections are completed, or iif construciton on an area is suspended, the area shall I DEEP 24" WIDE, S i2 LF): 80 GY ,. be seeded immediately. OFFICE FILL - BACK FILLED AGAINST 2.5 FT. BROWN SILT ML up"a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as $TOILET X FOOTING AND FOUNDATION -i a �� PALE BROWN FINE SP y o roots and stumps. NO SURFACE = ROOM (DW) A W J. _ '� m '1�� v I6'XIS' TO MEDIUM SAND � a z b. Soil Amendments NATERS kN I LL I- I LAND NOW OR FORMERLY M W = 1. Lime to ph 6.0 t, d SUFFOLK COUNTY WATER a N 2. Fertilize with 6600 lbs of 5-10-1 q or equivalent per acre (14 Ibs/100 sq. ft.) BE I MPAGTED PROPOSED A AUTHORITY 16.E EL: 3.4' n W. N = en c. Seed Mixtures BY T +20.3 WAREHOU5E t WATER IN PALE BROWN FINE SP I ,' 1. Tern PROJECT BUILDING ora seedlings f 17 FT TO MEDIUM SAND Q I-• p rY 9 a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) X 44'XI2O' ON "All b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre E1E20 5F (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 0- IbAtIN6 A I PERMANENT STORM WATER DRAINAGE CALCULATIONS. 2. Permanent seedlings - See Landscaping plans Hat,.`r RUNOFF CONTROL MEASURE: ROOF STRUCTURE D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. '1� PROP05ED UNDERGROUND g p p o I DRY WELL AREA x RAINFALL x RUNOFF FACTO Runoff shall be diverted awayfrom cleared slopes. y A DRYWELL5 (SIZED FOR 2" DW A 6,555 SF x 2/12 FT. x 1.0 = 1093 CU. F . p NO SURFACE ( ) ( ) P� �oF �,�:� y E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public ..(- .�5 ILL RAINFALL "DW A" $ "DW B") C'� L. sTFv 0 / A TO STORE RAIN WATER CRUSHING PAD - LOADING AREA - PARKIN 'C' roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance +Iq.q�-T/FESE IMPACTED FROM BUILDING STRUCTURE prior to the start of construction and shall be maintained until construction is complete. DW "A" - 10'x7' p AREA ; F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from beingBY T}-{ _ AND ALL PAVED SURFACES DRY WELL AREA x RAINFALL x RUNOFF FACTO ~� tracked onto local roads. The construction entrance shall be maintained until the site is permanently PROJECT ON SITE (DW) "A" 6,206 SF x (2/12 FT.) x 1.0 = 1035 CU. o ,n Ex ST. stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. VEGETATION �s »� -� G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage + �TO�REMAIN w ROOF STRUCTURE, CRUSHING PAD, LOADING & ,;f - n,�r - g pp g 0.5 p PARKING AREAS inlets installed on site shall be protected from sediment buildup through the use of appropriate ASPHALT `�`\ I TOTAL REQUIRED: 1,093 CU. FT. + 1,035 CU. FT.= PROJ NO: inlet protection. V PAVI �'�U N 2,128 CU. FT. 1108 p � 22 � in TEMPORARY STORM WATER H. Appropriate means shall be used to control dust during construction. N RUNOFF CONTROL MEASURE: USE: (4) 10' DIAMETER x 7'HIGH POOL DRAWN BY: PITCH PROPOSED HAY' BALES $ SILT (4) 10'X 7' STORM DRAIN RING= 1916 CU. FT. UT I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed PITCH ►- \ USE: 4 10' DIAMETER SOLID WALL DOMES areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of � .$ � FENCE DURING CONSTRUCTION ( ) O S CHECKED BY: SEE DETAIL I (4) 10' SOLID WALL DOMES = 434 CU. FT. NS soil and debris and drainage systems shall be cleaned and flushed as necessary. � � . L��`1:/ � PROVIDED REQUIRED DATE: J. The owner/operator/contractor Is responsible for inspection and proper maintenance of erosion control + + 22.S _ 20 2350 CU. FT. > 2128 CU. FT. JUNE 8, 2012 measures. Inspections must be perfon-n ed every seven calendar days and immediately after periods of p- L011, SCALE: rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, cleaning - G ENTRY DRIVEWAY 1"=40'-0" LAWN IS of recharge basins, sediment traps and idrywells, cleaning and repair of sediment barriers, repair of berms DRY WELL AREA x RAINFALL x RUNOFF FACTO DW A - 10 x7 raw rest ( SHEET TITLE: and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operator/contractor wt�Raan+ q• (DW) "B" 6,097 SF x (2/12 FT.) x 1.0 = 1017 CU. F is required to maintain copies of the SWIPPP & General Permit on site at all times. General Permit shall r �5P .)AL FM IV �� USE: (3) 8' DIAMETER x 8'HIGH POOL be posted at all times. I I ++ � (3) 8'X 8' STORM DRAIN RING= 1013 CU. FT. SWPPP SITE K. During construction, the contractor will comply with all local regulations concerning the disposal r r r USE: (3) 8 DIAMETER SOLID WALL DOMES P LAN (3) 8' SOLID WALL DOMES = 162 CU. FT. of solid waste and debris and toxic and (hazardous waste, as well as sanitary sewer and septic system TEMPORARY STORM WATER r •^ "" PROVIDED REQUIRED DETAILS regulations. Temporary fencing shall be erected as shown on Site Plan along with the RUNOFF CONTROL MEASURE: WE 511AIT IWO �� 1175 CU. FT. > 1017 CU. FT. placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up _- - _ PROP05ED HAY BALES $ SILT ___ r � t`" - flow & NOTES any debris accumulated along the temporary fence and empty the dumpsters regularly. -FENCE DL1IRfiN67-00 V5TRl*GTtCN . t� �' � r OR WIC 7X7 147-7N6vw NGE VV L. The contractor must complete the construction sequence schedule in the report with start and SEE DETAIL e ,. . DRNERONTOMB4 5 FILTER SHEET NO: end dates. _ � :�` VOa��m� cLo�TH�� ~ � RM VERALL NTE swPopoo? The contractor will report any required modifications to the SWPPP necessitated by field conditions orPR T I L A R G D Toy WO A construction activities to the Engineer/Archiitect for revision of the SWPPP where appropriate. 0F4�a0' aY6'ei ff RV WM STAB T}ROa - SCALE: 1 =40 -0 Silt P"'I AN- >,\ SCALE: V=20%0" nEROSION & SEDIMENT CONTROL DETAILS(N.T.S.) TOWN SWPPP APPROVAL REVISIONS DEC. 18, 2011 DRIVEWAY LOC. PARKING LAND NOW OR FORMERLY MAR. 14, 2012 SUFFOLK COUNTY SCHD S I T E D" As" T 'A" SbTM # 1000-69-03-3 0 � ' ' ADDRESSY: SOUTHOLD NEWYORK11971 J O ' OWNER: THRESHOLD BLUE, LLC O c/o SPARKLING POINTE W >- UTILITY POL / 39750 COUNTY ROAD 48 LIPA 45 RPz / SOUTHOLD, NY 11971 W (D 11$1 lei.DO O SITE: 43,642 SQ. FT. = 1.002 ACRES ® Z _ m ZONING: LI - LIGHT INDUSTRIAL _ Z Yy — w P OIN I COVERAGE: ALLOWABLE: 30% OR 13092.6 SFui I E PROPOSEDA3.3% or 5808 SF R E LANDSCAPE D 2O COVERAGE: REQUIRED: 25% OR 10,910 SF m i� UNDERGROUND PROPOSED: 57.4% OR 25,074 SF W ELECTRIC LINE SURVEYOR: HANDS ON SURVEYING UNDERGROUND 26 SILVER BROOK DRIVE 0 L LAIN WATER LINE LICENSE NY 11901 0 W LICENSE # 050363 W O 0. a NMI DATED: JULY 5, 2011LL SERE SHEET #2 Q (D (ONy,u ,�8�, FOR ADDITIONAL INFORMATION W z I I Z J 20 i \ _ z 120, Q 6 � a`G OCIL 51 II Dyq) 111311 m ''eySRa m W O in �k�� I LARKBNGNKIED \ ® (5 SPACM) SITE NC PROPOSED 4 5PPA cl X111') LAND NOW OR FORMERLY ° aae q�e y l� p SANITARY ® SUFFOLK COUNTY WATER c, LAND NOW OR FORMERLY SYSTEM fo ` ON "A" AUTHORITY 05 Z• STEPHEN J. D ROSKI 4 .r FRANCES D ROKS I Lo I ��, M CD, a OFF I CE 4 o TO I LET ROOM o to a I6'x 18' w � „ „ PARKING CALCULATIONS • _ � _ IL ('01D A _ :I r3 W -0 PROPOSEDIL WAREHOUSE AREA 5,520 SF WAREHOUSE NOTE: EXIST. WELL LOCATIONS 1 SPACE / 1000 SF w• a N BUILDINGS ARE NOT DETERMINED DUE TO 5.5 SPACES a U SGWA SECURITY OFFICE AREA\ 288 SF '46x 120' _ I 5,520 S� Q 1 SPACE/100 SF 2.88 SPACES CO co PARKING REQUIRED - 8. 4 SPACES or 9 SPACES PARKING PROVIDED - 4 SPACES INCLUDING 1 H.C. SPACE J (DYE ..A.. PARKING LAND BANKED: 5 SPACES (\SOF N1-s0( . �o � LOADINb AREow1lD^U .A.. �" 1 �1 0»953- O s�RE O ' YRO 10: DRAWN BY:1106 UT � . z — w CHECKED BY: NS , r. x ,, ,. DATE• S_�' .^ _ . t �^1 Or.�iCc�� r6ctit:TVF�^t C 4Y aS" nr T:lz C' g< ��.?� * 1 fir Cons -ud � i�. l`1," S' le Farmily NOVEMBER 23, 2011 l" 7'r c,ne0 17a.L�(� (/CG-Z_Desi SCALE: 1"=40'-0" L 7 7hose p!=,inzte lee"reviev;rndz:r. .,' SHEET TITLE: \ 22 / C�:1!^1ty �,`^'lt^,li;nnn Of l !th Se 'nn .�v l s•,1 ; �faon' S:.? \ eu . _gip ' , : c . ors._ and d n`-eVr'ug euspO ni l'*"'' i 7 �' ' l 9 f_r n T I OVERALL tt ,J ? ifl / \ '.^�. ,F'i S�/� . : . ,. Uv;A SITE \ / �� \� +, ,,�a e', y +..i'. {_.,_.i t",—, i.:�y t:i i.� i»•�i:", �4:9?* G_.¢;.; •j f i' d.':.:1 :A. / �• T )IRA � . �( Ib a PLAN \\ SHEET NO: OVERALL SITE PLAIN" SCALE: V=40'-0" SITE PLAN APPROVAL SANITARY SYSTEM APPROVAL REVISIONS ------- - -- ---- ------ - ------------- DEC. 18, 201 LOC. PARKING / MAR. 14, 2012 SCHD MAR. 28, 2012 z z SCHD W 0 v V BUILDING WALL FF EL 20.1 Q A p I GRADE LINE ELEVATION 20.5 FT. GRADE LINE ELEVATION 20.5 FT. \ Q UNDERGROUND I' MIN. 2' MAX. I' MIN. 2' MAX. PR4vire �_ Y < ELECTRIC LINE 8 THK I/4 /FT. TRAPFIC 1/8"/FT TOP OF POOL 11.05 FT. eEARINcs HEAVY DUTY AND LOGKIN6 O d UNDERGROUND SEPTIC LEACHING sLABs CAST IRON COVERS W >- WATER LINE IE +Iq 4' TANK FOOL BOT OF POOL el.05 FT. _ W LAWN LAWN IE.+IQ.3' IE. +18.12' HIGHEST EXPECTED GROUND -"•� ii = ® Z I �_�" 8�_�II WATER ELEV 5.4 FT INLET = (� 1 p (DyV) 11811 _ - SAW (3' MIN) MIN. 4" DIA. 1. = OUTLET Q Lu W PIPE PITC.HE PLOW _ MIN. 4" DIA. SEPTIC P _I ROFILE - WAREHOUSE I,4"�T LINE - (N.T.S.) - P , �ITOHED m �. ---- -, W -----� TRAFFIC EEARINS LOGKINS -' r ---- I CAST IRON FRAME AND O �/ f _ I VER TO HOLE TEST --- I I CO FINISFIED 61¢AD� �: � W O - -� • U. LANDBANKED IC -AM r __ _ x z a SEPTIC 51'5TEM �X1l PARKING PARKING SYSTEM O w SPACE (5 SPACES) _ - dl Cl Xi SEPTIC TAN K - 1200 GALLON � (1) 1,200 GAL SEPTIC, TANK, PARKING AREA '�'O0 ® N.T.S. SEPTIC SYSTEM Z _II 5 FT DIA x 4 FT LP (5T) (4 SPACES) MIN. M�`° ® ® ® a (I) I O FT. VIA. X I O FT. HT. ® ® SANITARY LEAC,HIN6 POOL (LP) I�/ ® ® CALCULATIONS j (1) 10' FT VIA x 10 FT HT (EXP) I I / � � MIN I 3' MIN. ® ® 3' MIN. _ EXPANSION POOL �0 p Dye ��A�� COI.I.AR COLLAR I. ALLOWABLE DENSITY 3: ST \O ��J R TOTAL ACERAGE: 1.002 ACRES T - HYDROGEOLOGICAL ZONE: ZONE IV O WATER SUPPLY: PUBLIC WATER �/I/ Cl) COVERED _ O - ALLOWABLE DENSITY: 1.002 Acres x 600 GPD. = 601.2 GPD. LOA I NG t %0 IL i- CAGKPILL MATMIAL T� 5,40, SITE DENSITY CALCULATION GONG. LAB 10' DIA. 1. WAREHOUSE (0.04 GPD/SF) .04 GPD X 5520 SF = 220.8 GPD I I 2. OFFICE SPACE (0.06 GPD/SF)(1 ;.'j-AA'J y'ut�) Ju 0.06 GPD X 288 SF = 17.28 GPD *no" TOTAL SITE DENSITY FLOW=238.08 GPD Heave ip ( „A„ MINK MMTLR HIGHEST EXPECTD D GROUND WATER EL: 3. PROJECT NOT OVER DENSITY CAC.KFILL MATMAL TO 6•MIN"reemATION Z aZAN 5.�d" IN VAIN STRATA 11. SANITARY DESIGN FROPOSEID OF SAID AND6RAVB. SEWAGE DESIGN FLOW: TYPICAL LEACHING POOL DETAIL a• M NAREHOU5E N.T.S. 1. WAREHOUSE (0.04 GPD/SF) CIONI o o ON 0. SLAB SEPTIC SYSTEM .04 GPD X 5520 SF = 220.8 GPD I 2. OFFICE SPACE (0.06 GPD/SF)6f;,�_lIWI ) ' `P (NO BA5EMENT) W J z W a STORAGE ONLY 0.06 GPD X 288 SF = 17.28 GPD mZw NO WINETASTING SEWAGE FLOW = 238.08 GPD a N i 9 W' V N W to SITE SEWAGE FLOW= 238.08 GPD ' .j� g W• N f III. SANITARY SYSTEM REQUIREMENTS a ~ U SEPTIC SYSTEM - 238.08 GPD N' DRAINAGE CALCULATIONS: 1.SEPTIC TANK (ST):238.08 GPD x 2 DAY FLOW=476.16 GAL I USE MINIMUM:1200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) ROOF STRUCTURE 2.LEACHING POOLS ( LP ): 238.08 / 1.5 S.F./GPD = 158.72 S.F. USE MINIMUM (1 - 10 FT. DIA. X 10 FT. HT.) DRY WELL AREA x RAINFALL x RUNOFF FACTOR EFFECTIVE DEPTH ( 1 - 10 FT. DIA. X 9.67 FT. HT.) = 303.63 S.F. pF New,,. (DW) "A" 6,555 SF x (2/12 FT.) x 1.0 = 1093 CU. FT. PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 10 FT HT ��P� F y0-, ( 04 (DN "All ST �`� � CRUSHING PAD - LOADING AREA - PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR r = d' �9a (DW) "A" 6,206 SF x (2/12 FT.) x 1.0 = 1035 CU. FT. I 0»953 v� I I ROOF STRUCTURE, CRUSHING PAD, LOADING Sz PARKING AREAS TEST HOLE BY MARK McDONALD / �S�R E o a � LOAD I NO TOTAL REQUIRED: 1,093 CU. FT. + 1,035 CU. FT. = 2,128 CU. FT. GEOSCIENCE USE: (4) 10' DIAMETER x 7' HIGH POOL NO SCALE SOUTHOLD, NEW YORK 11971 AREA (4) 10'X 7' STORM DRAIN RING = 1916 CU. FT. TEST HOLE DATA 11/3/11 EL: 20.0' ROJECiNO: ��// 1106 USE: (4) 10' DIAMETER SOLID WALL DOMES / 0 -(DW) "A' (4) 10' SOLID WALL DOMES = 434 CU. FT. 1 FT. DARK BROWN LOAM OL DRAWN BY: NS & UT PROVIDED REQUIRED 2.5 FT. BROWN SILT ML J/ 2350 CU. FT. > 2128 CU. FT. CHECKED BY: NS ENTRY DRIVEWAY PALE BROWN FINE SP DATE: DRY WELL AREA x RAINFALL x RUNOFF FACTOR TO MEDIUM SAND - N VEMBER 23 20 1 I (DW) "B" 6,097 SF x (2/12 FT.) x 1.0 = 1017 CU. FT. SCALE: AS SHOWN USE: (3) 8' DIAMETER x 8' HIGH POOL 16.6 FT EL: 3.4' (3) 8'X 8' STORM DRAIN RING = 1013 CU. FT. WATER IN PALE BROWN FINE SP SHEET TITLE: EXIST. VEGETATION USE: (3) 8' DIAMETER SOLID WALL DOMES 17 FT TO MEDIUM SAND (3) 8' SOLID WALL DOMES = 162 CU. FT. PARTIAL PROVIDED REQUIRED _ SITE PLAN 1175 CU. FT. > 1017 CU. FT. f3af"T lkC(�?y? i�y & ^,° �,''n ` . n, r, a�ja'y DETAILS/ �s � ��:r Th 7p�ave}� �-_�_ ---4�,IQ� �>-( �Q CALCULATION Il Y wed dfi"i" SHEET NO: PA'a RT I IA'aq L E 1p"mm LAr7%' GELfflmj%' SITE lrm% LMA% No SCALE: 1'=20'-0" 9FF`1��''�F r SI E L A APPROVAL V SANITARY SYSTEM APPROVAL REVISIONS DEC. 18, 2011 DRIVEWAY LOC. PARKING LAND NOW OR FORMERLY MAR. 14, 2012 SUFFOLK GOUINTY - �`�,� SCHD SITE DATA `� purl 2� 2 012 ° SCTM # 1000-69-03-3 BLDG.9EPT. TQ�UTN01D____.. PROPERTY: 1270 COUNTY RD 48 ADDRESS SOUTHOLD, NEW YORK 11971 APPROVED AS NOTED Lv OWNER: HOME RESCUE SOLUTIONS 0 O o DATE•07 oG / 3 7.? A!L W,JSTRUCTIO''SH!'�'L �' �� c/o SPARKLING POINTE >- UTILITY POL / 39750 COUNTY ROAD 48 2B.P.# MEET THw REQU"REt!r_llllITS Or T�';': �� SOUTHOLD, NY 11971 3 FEES BY CODES OF NE4"I Y0'" STATE. L I P�'` 48 �Z W p0 - SITE: 43,642 SQ. FT. = 1.002 ACRES ® Z NOTIFY BUILDING DEPAR VENT AT 765-1802 8 AM TO 4 PM( FOR THIE (Dye 1151 FOLLOWING INSPECTIONS: 1 � ' ZONING: LI - LIGHT INDUSTRIAL � 1. FOUNDATION-TWO REQUIRED PLUMBING Z P K I LOT FOR POURED CONCRETE ALL PLUPm!E'NIsr,WASTE ��-1��`� ' �`! 1u OIN COVERAGE: ALLOWABLE: 30% OR 13092.E SF 2. ROUGH-FRAMING,PLUMBING, &WATER LIVES A'EED O`er • , . I F PROPOSED:13.3% or 5808 SF J STRAPPING,ELECTRICAL&CAULKING TEST) 3 I'�FO�I-COVERING /� LANDSCAPE 3. INSULATION ( R E COVERAGE: REQUIRED: 25% OR 10,910 SF m I ' 4. FINAL•CONSTRUCTION&ELECTRICAL :.��• 20 0 �� PROPOSED: 57.4/o OR 25,074 SF (IJ MUST BE COMPLETE FOR C.O. Lj1 O UNDERGROUND w gem ALL CONSTRUCTION SHALL MEET THE �� rn o I ELECTRIC LINE SURVEYOR: HANDS ON SURVEYING REQUIREMENTS OF THE CODES OF NEWU FIRE i��PECTiCI�� 26 SILVER BROOK DRIVE YORK STATE. NOT RESPONSIBLE FOR i UIRE0 EFOi � �' ,( O �' w UNDERGROUND FLANDERS, NY 11901 0 W 0 DESIGN OR CONSTRUCTION ERRORS. = O OPI"t"'ING WATER LIME LICENSE # 050363 0. ` DATED: JULY 5, 2011 V" COMPLY WITH ALL CODES -or: SF-E SHF-r=T #2 NEW YORK TATE &TOWN CODES LAW a AS REQU D AND CONDITIONIS OF PLUMBER CERT/FICA ION 1=0R ��I TI ONAL INFORMATION y ON LEAD CONTENT 8 FOREk 1 W .I SOUTFIOlO TOt''N ZBA CERTIFICA+TE OILI^CU ANCY / w Z ��A�, I L- SOUTkOlD T0r'+�! !P�<< BOI. D SOLDER USE �I t:CATER � � �}. • I ry Q SOU Tt?OI.DTO 1d TRUSTEE-ISSUPPLY SYS t�. CA NOT Zo N.Y.S.Dn. EXCEED 2110 C 1% LEAD. I �� I \ \ c� O vo / 201 51 E Ioey�a � an 0 ��C- ;� ��L (OCCUPANCY OR (01' Dye �� 3� �' INSPECTION REQUIRED IUSE IS UNLAWFUL �-- 2 ?' ' o°a;•o Gc�Aa co yo !� )WITHOUT CERTIFICATE 00 NOT PROCEED t ffH IOF OCCUPANCY � �<<s�� — FRAMNIG UNTIL SURVEY ry rN _ LANDBANIKED OF FOUNDATION LOCATION ul rr HAS BEEN APPROVED. 1 ARKING \ �� ,[ I � ® (5 sPACEs) SITE RETAIN)STORP."VIATE3 RUB". . e o �G a • PARK I NCB i?URSUMff TO CI•IAMT PROF05ED (4 9PAGEs-at'XI9') LAND NOW OR FORMERLY o (N Tt TO i Itl CO�31 5AN I TARY ®.. . SUFFOLK COUNTY WATER x LAND NOW OR FORMERLY SYSTEM (o DW) "A" AUTHORITY o5 Z- STEFHEN J. D ROSKI 4 r . FRANGES D R01<51 % Lw tit I& CD OFFICE 0 TOILET ROOM �o W J• I6'x18' PARKING zCOS W- �Dye A � � o� PROi�OSD J / NOTE: EX15'T. WELL LOCATIONS WAREHOUSE AREA 5,520 SF ; W. a N WAREHOUSE ARE NOT DETERMINED DUE TO 1 SPACE / 1000 SF 5.5 SPACES BUILDING _ SGWA SECURITY a ~• U \ 44'X12O' a I N / OFFICE AREA 288 SF - 1 SPACE/100 SF 2.88 SPACES \ PARKING REQUIRED - 8. 4 SPACES or 9 SPACES. o� PARKING PROVIDED - 4 SPACES INCLUDING 1 H.C. SPACE I l DW) "All PARKING LAND BANKED: 5 SPACES OF NEW). 44' 22' .ro ROJ NO: tn 1 1106 �ae DRAWN BY: o �� U UT r Q' � 2 \ \ CHECKED BY: NS Q n DATE: - 22 \ \ June 8, 2012 SCALE: $ SHEET TITLE: \ 22 0 OVERALL `� NG /SL \ SITE \ '4N (1�J• T .D PLAN \ � SHEET NO: ERALL SiTt PLAIM SCALE: V=40'-0" CONSTRUCTION SET REVISIONS _ DEC. 18, 2011 --- - -- - - - - - -- - - --- - - - - -- - - - -- ---- DRIVEWAY LOC. EQUAL EQUAL BUILDING WALL FF EL 20.7 PARKING \ MAR. 14, 2012 ' GRADE LINE ELEVATION 20.3 FT. SCHD GRADE LINE ELEVATION 20.5 FT. MAR. 28, 2012 z z I' MIN. 2' MAX. I' MIN. 2' MAX. SCHD L� 1/4"/FT. 1 ir vol/FT. TOP OF POOL Iq.05 FT. v v SEPTIC0 LEAGHING I fX O I TANK POOL z Q z Fl= ,le 'llIE. +18.8 BOT OF POOL a.05 FT. \ UNDERGROUND IE.+19.3' IE. +15.12' HIGHEST EXPECTED GROUND �vl� ` WATER ELEV 3.4 FT 8 THK Y ELECTRIC LINErJ�_0 8�_0Ic 5.6V (3' MIN) BESARRIN HEAW purr AND L CXIN6 O UNDERGROUND SEPTIC PROFILE - WAREHOUSE CAST IRON covE: >- WATER LINE z (N.T.S.) z W LAWN LAWN - Z - c!J s INLET _ 0I ( 0 _ = Z J J (DW) B TIlV FIG 5 ARRJ6 LrOGKRO = - OUTLET CAST IRON FRAME AND MIN. 4" DIACl Lu . ' GOVt'R TO 6RADlc - PIPRE PITGHE PLOW MIN. 4" DIA. - - BDR-55 J FiwsHM&RADe I/4 /PT LINE PPrITGHED � TRAM%IEARIN6 RA TOP SLAB 6"THK " x z� _ - Lu r INLET O I.f. MIN. 6,DIA ® , = Z O om 'TEST ---- I ta PI TGF® ® ® ,HOLE MIN 'a. 1 ICTI ANDBANKED ® ® _ SEPTIC SYSTEM 1 PARKING (�ARKINC SPACES) 3' MIN. ® ® S' MIN. SYSTEM 0 .. a xlaE `'O1�`R SEPTIC TANK - 1200 GALLON / ' w ".T.s. SEPTIC SYSTEM z ®�(I) 1,200 GAL SEPTIC TANK, - ' '�J ;'. . /.• PARKING AREA 8 FT VIA x 4 FT LD (ST) � �` ` (4 SPACES) R (1) 10' FT. DIA. X 10' FT. HT. - O Q _ - LEACHING POOL (LP) I / , SANITARY CALCULATIONS (U 10' FT DIA x 10 FT HT EXP I `/ r TO EE GLEAN SAND,DA4KrILL MATERIAL O AND&RAVEL =( ) , MIN I 10' DIA. I. ALLOWABLE DENSITY EXPANSION POOL "All Lr TOTAL ACERAGE: 1.002 ACRES :3 H.G. PARKING 516N - \10 \ HYDROGEOLOGICAL ZONE: ZONE IV 0 WATER SUPPLY: PUBLIC WATER `r COVERED ""Kmwa ALLOWABLE DENSITY: 1.002 Acres x 600 GPD. = 601.2 GPD. LOA ING d1 M w►,Tee HIGHEST EXPECTD SITE DENSITY CALCULATION GROUND WATER EL: 3. GONG. LAB 1. WAREHOUSE (0.04 GPD/SF) SAVQ'ILL MATMAL TO M lb'MIN.PBeMAnON .04 GPD X 5520 SF = 220.8 GPD 5040,AND&zAvm IN VER&IN STRATA OF SAND AND&RAvs. 2. OFFICE SPACE (0.06 GPD/SF) TYPICAL LEACHING POOL DETAIL 0.06 GPD X 288 SF = 17.28 GPD N.T.S. SEPTIC SYSTEM TOTAL SITE DENSITY FLOW=238.08 GPD 0 (DW) ..A PROJECT NOT OVER DENSITY DRAINAGE CALCULATIONS: II. SANITARY DESIGN o5 Z' SEWAGE DESIGN FLOW: Co Q. ►. I. WAREHOUSE (0.04 GPD/SF) ROOF STRUCTURE .04 GPD X 5520 SF = 220.8 GPD -j °a DRY WELL AREA x RAINFALL x RUNOFF FACTOR 2. OFFICE SPACE (0.06 GPDISF) Wto I (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 1093 CU.FT. z W 0.06 GPD X 288 SF = 17.28 GPD _ a z °. CRUSHING PAD - LOADING AREA - PARKING AREA SEWAGE FLOW = 238.08 GPD W ' a O DRY WELL AREA N TOTAL SITE SEWAGE FLOW=238.08 GPD m W • x RAINFALL x RUNOFF FACTOR N (DW) "A" 6,206 SF x (2/12 FT.) x 1.0 = 1035 CU.FT. III. SANITARY SYSTEM REQUIREMENTS Q ~• U ROOF STRUCTURE, CRUSHING PAD, LOADING & PARKING AREAS SEPTIC SYSTEM -238.08 GPD y y TOTAL REQUIRED: 1,093 CU. FT.+ 1,035 CU.FT.=2,128 CU.FT. 1.SEPTIC TANK (ST):238.08 GPD x 2 DAY FLOW= 476.116 GAL USE: (4) 10' DIAMETER x T HIGH POOL USE MINIMUM:1200 GAL SEPTIC TANK (8 FT DIA x 4 FT LD) I (4) 10-X 7'STORM DRAIN RING= 1916 CU.FT. 2.LEACHING POOLS ( LP ): 238.08/ 1.5 S.F./GPD = 158.72 S.F. USE: (4) 10' DIAMETER SOLID WALL DOMES USE MINIMUM (1 - 10 FT. DIA. X 10 FT. HT.) (4) 10-SOLID WALL DOMES= CU.FT. EFFECTIVE DEPTH ( 1 - 10 FT. DIA. X 9.67 FT. HT.) = 303.63 S.F. of NE PROVIDED REQUIREDD PLUS 50% EXPANSION (EXP): 1 - 10 FT DIA x 10 FT HT �P �l"O O (DW) "A ' 2350 CU. FT. > 2128 CU.FT. ENTRY DRIVEWAY DRY WELL AREA x RAINFALL x RUNOFF FACTOR ' (DW) "B" 6,097 SF x (2/12 FT.) x 1.0 =1017 CU. FT. �S 0179 s USE: (3) V DIAMETER x 8'HIGH POOL TEST HOLE BY MARK McDONALD ARE A I (3) 8'X 8'STORM DRAIN RING=1013 CU.FT. GEOSCIENCE LOAD I NG USE: (3) 8' DIAMETER SOLID WALL DOMES NO SCALE SOUTHOLD, NEW YORK 11971 PROJE NO: AREA'' (3) 8'SOLID WALL DOMES= 162 CU. FT. TEST HOLE DATA 11/3/11 EL: 20.0' r 1106 PROVIDED REQUIRED 1 t FT. DARK BROWN LOAM OL � •, � '' '� 1175 CU. FT. > 101T CU.FT. DRAWN BY: NS & UT 0 . F 2.5 FT. BROWN SILT ML CHECKED BY: NS PALE BROWN FINE SP DATE: TO MEDIUM SAND - June 8 2012 I VENT THRU ROOF 44� I I I2 MINIMUM. SCALE: AS SHOWN 60 16.6 FT EL: 3.4' WATER IN PALE BROWN FINE SP SHEET TITLE: I EX15T. VEGETATION 17 FT TO MEDIUM SAND 2" VENT PARTIAL SITE PLAN ExTERIOR WALL f TOILE R00� a & VENT' As REOUIRED BY I ( DETAILS/ LOCAL- CODE - - -- -- - -- - - -- -- -- - --- -- --- - -- ---------- ----�� CALCULATION vow SHEET NO: 4" WASTE LINE I A L E N L 'Am G E ru% S I TIE P17% L A IN SCALE: V=20%0" 4"X5" G.I. HOUSE TRAP OUNDATION WALL2 PLUMBING RISER DIAGRAM NTS CONSTRUCTION SET REVISIONS 0 6tMO12 7 7 AS PER BLD& DEPT 7 44'-0" 44'-0 s cV 16'-O" 2 7' 1/4" I I STL GOL _W 12x26 4—X 4 —/ —• OFFICE STLSITLcWIL " I "—OO—YA—�D—R I IN—�C AREA ONG. SLAB >= INSULATION BELOW ENTRY SLAB —D — — — — ;II(IIIII _o4 O TOILET N&UISHER�17 7 — OL O O 11WW5 % LHDR L I DR 7 14' x 14'W EXIT 4X4X I/4 W — ATTIC I I I I OH DR Z ( I I �IDE 5/8' PLYYVOOD O 18" p>EEP THICKENED I AT SIDE OF WALL. -FULL / Z SLAB HIS-" REBAR I I I NOTE, FOR ADDITIONAL 14 BELOW WALL I I \ AT OFFICE AREA/LOA" AREAuj J \ / II I I m 2" RID61 FDN I \ /INSULATIO BE wLOW I ( I \ / Lu s SLAB _ � GA5t 5TOOACGE W p ARE LL _ #5 1 I REBAR o b' OG E WAY (SET a 2" OFF BOTT46M OF � ) SET ON I I I I COMPACTED 6RANULAR'501L USE 4460 PSI GONGREIt\ II I I / \ w Z 10" POURED GONG. FDN I 7 I I W/ 10"DX20"W REINF. , PRt� MICATED WOOD TRUSSES o 24' OG Q GONG. FTS I I I TRUSS PLACARDS REQUIRED 0 NSTRUGTION/ / \ CYONTRAL JOINTS B I / \ B o I I s I I s = s U) II \—WmpbzTm I 6RANJLAR \ / Q I I FILL AS 2X6 ON FLAT AT BOTTOM I I ( �GHORD - DIA60NAL BRACE / II II � '>5 E \ / j7 � �. oo � � b w J. rc F z I 2Xb STUDS 012" OG / w• a TO ALLI" WITH TRUSSES a N � w• " N I2 I / \ II 100 DEEP THICKENED ( I I /BEE NOTE BELOW OF N E w Y SLAB W/�3-f5 REBAR I TF O 7 pp 7 BELOW WALL S ( I I I I I IT - ��G F�� — FIRE EXTIN6UISFE:R 5-11 -1/6" Lvu HDR ® T DE 5/8• PLY&o C, O � AT EA�I�SIDE OF WALL -FULL ;cis 0»g5 \ I &EN RAL PROJECT o: 1108 2" RID&ID MIN INSULATIO SLAB ( I NON HEA - UNFINISHED -�r DRAWN BY: NS I I RWAR o'&C .CEgCM MY(SET c�V CHECKED BY: NS 2" OFF 80TT0 OF SLAB) SET ON COMPACTED 6 tAMLAR SOIL USE DATE: '40OD PS CONCRETE J U N E 8, 2012 ISCALE: 1/8"=1'-0" I I I I - 3-II 7/8' L HDR FAT I I 'T SHEET TITLE: - - - J 0 ' FLOOR PLAN - - - - - - - - - - - - - 43'-I" s " ROOF PLAN 461-o" L FOUNDATION 44'-0" PLAN PROVIDE HDU I I—SD52.5 5I MPSON HOLD DOWN SHEET NO: Apt Fm 1 rRh bow" T IFF L 0 0 R mr L A N F P LAA Lid -Fumu"i'm'DATION " Ll" SCALE: 1/8" = 1'-0" SCALE: 1/8" := 1'-0" SCALE: 1/8" = 1'-0" CONSTRUCTION SET REVISIONS 6/2-1/2012 A5 PER BLD6 DEPT C NOTE:ALL WINDOWS ARE"INTEGRITY"-ALL ULTREX SERIES 7 BY MARVIN WINDOW&DOOR CO. C 7 O" 12,E 5 SxSx I/4" STL COL =ry IFAWN2616 IFAW Y2616 IFAWN2616 W:2" =ry IFCA2640 IFCA 2640 IFCA2640 ri IFCA2640 STT)4XC,L" ui >- I In In in in COVERED OFFICE _ GOVEREI7 I I Z z LOAD I NG A VINYL DOOR o LOAD I NCB A 6 o ARE, I 6 J AREA " GON . SLAB ROOM _ 5/4" PLYWOOD FL _ - in BEAM ABO E I 0 I �� _D = I r W ® ENTRY 000 VINYL rLoom I I UL Allft Lmm H.G rn ` I i w I - - cn Flo TOILET 3 x 1 ROOMO = I Q OVERHEAD DR -_' - vlrm. F�ooR -IN - - 5 O .01 - - �;.` . 4 _ ER F O I �l�J�l LARD FIXED- E IT ALUM LADDER FIRE 11411 y AT FLOOR AND L ( I AT FLOOR AND WALL INSULATED 14 H DR. ST GO W . l:N O co CASE 5TORA6E ,AREA GA5E 5TORA(5E AREA 6" GONG. SLAB 6" CONC. SLAB �tS Z. co <. � � M 01 M - P A 1'I L at I A L F L A umh' O i'll F vOqk L Ak I'M' at OFFICE AfI SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" w _j' Z Q N t7 nan W• w � H Q i—• c�i OF NF_IV G� .S CASEMENT WINDOW W/IX4 CASING " \ .GYP. BD.' I IX4 CASING s 017c) ARE AR \ FINISH MIRROR 6YP. BI7.'•' \ C '. ,� .. . FINISH \ PROJE NO: \ 1108 in � . � � / . . • • \ DRAWN BY: NS I TOILET I I2" 36„ � 'NS / SATE: JUNE 8 2012 ROOM 3 x TOILET 1, \ VINYL FL / = PAPER—�'� x x ALE: _ Np HOLDER - d 1/4 vv = 1' - 0" SHEET TITLE: m X4 BASEBOARD m T m / j TYPICAL _� , \ _ ENLARGED 601, MIN. 1511 FLOOR --,� EXPOSED PLUMBING TO BE INSULATED TO PLANS PROTECT AGAINST CONTACT PARTIAL PLAN AT TOILET ROOM INTERIOR ELEV. "A" INTERIOR ELEV. "B" INTERIOR ELEV. "C" INTERIOR ELEV. "D" SHEET NO: CONSTRUCTION SET REVISIONS 0 6/27/2012 AS PER BLD6 DEPT tB A 7 s s ASPHALT 5HIN&LE ROOF ON SO#ROOFING FELT ON NEW ' \ PLYWOOD 5HEATHIN6 \ Ix8 "VERSATEX" RAKE BO 12 ZZI.I V pill b• ALUM GUTTER ON IXS YN "VERSATEX" FASCIA BOARD . it ATEX'FASCIA-BO- _ fnui META,LVOOR O Sparkling Pointe IE-TRIM I}�pW N W 5/4- 4-"VER5A 5/S YLt0�=5HEA 4 X�4:VMA4TEX° _ • Z Oj TRI TER-RESISTANT HUILDIN6 ` "HARDIE TRIM" J CORNER BOARD I4� 4J VERSA 1 s - Z JLu — WOMEN e*•V12mr rouFtm C40WIFLIM MN E 562 DEEP POURED CADW LPM MN AAi a Lu NOTEi SEE ENLA R&M NORTH ELEVATION FOR ADDITIONAL NORTH ELEVATION INFORMATION EAST ELEVATION o SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" = O W LL B A s Q 7 s ASPHALT 5HIN(SLE ROOF ONuj 5o# ROOFING FELT ON NEW " PLYWOOD 5HEATHIN6 Z Ix8 `VERSATEX" RAKE BD 12 4 ONI. Q J T b" ALUM SLITTER ON IX8 O - RDIPLAHK`-LAY vIDI. "VERSATEX• FASCIA BOARD /8"-FLYVYOOD-5HF_AATHI NONE 0 A TER RE5I5TANT-BUILDJN6 - LL �IE - �� TRIM" IM ATEX"-FASCIA Bo ARV. . CAORNER BOARD U) (TYPj -_-- RD LAP 5101145 I, I't -- T'ER�515TANT-I5UI6DI 41Z. 4 I 1 i ix APER 4 _1M 12 I Ef 5e"ver Pomm am 3mm MN w.i�� —�6•D�I IOLFM coNr,RerE FDN hALt_-4 caz km tea• � � SOUTH ELEVATION WEST ELEVATION In 00 o E SCALE: 1/8"=V-0"' SCALE: 118"=V-0" W J• = a Z � w• � „ W � a � w• 04 7 QF-• � � cn cn SPARKLING POINTE SI&N ASPHALT SHINGLE ROOF ON BY OWNER 50# ROOFING FELT ON NEW " PLYWOOD SHEATHING Ix8 'VERSATEX" RAKE!B . 12 4 OF NEB Y ST�c b" ALUM &UTTER ON IX8 "VER5ATEX" FASCIA BOARD kj!; pHACnICI ANK I SHE AC SIDIN /8"7'Cr'WOOD ATHI �• ND-AATER-RE515TANT-UILDIN6 r IXI2 •VERSATEX" SOFFIT PAPER. " "HARDIIETTRIIM" g53 T l W/CONT. VENT • • 1� BOARD CORNER BOARD / BRED R- W 12 x 26 GIRDER ��"x 4"STL. PLATE trm) c Sparkling Pointe SPARKLING POINTE P OJECT O: �"x 4"STI�• 516N BY OWNER 1108 PLATS COVE RED RE - .— — — — — — — DRAWN BY: NS 5/4 X 4 "VERSATEX [KI LOAD I N6 W 12 X 35 GIRDER CHECKED BY: NS � CVEA RSATEXWT�RIMW W/5/4 X 4 DATE: JUNE 8,2012 I 1 �ERGOt�' ATEX SCALE:AS NOTED 2-3I"A305 BOLTS o SHEET TITLE: 5"x 5"x Y4"ST`L, \ 14'XI4' INSULATED COLUMN 3Y2"x3Y2"x3/"STL. QNaAgj;62 DR �w/s 4�xCOFI5H � BUILDING ANGLE BEAM SEAT ELEVATIONS SECTION E 56' E EEP POURED CONCRETE FON WALL PARTIAL MOMENT CONNECTION DETAIL SCALE: NTS SHEET NO: ENLARGED NORTH ELEVATION SCALE: 1/4"=V-0" CONSTRUCTION SET C 7 PREFAB RIDGE VENT PREFAB WD TRUSSES o 24" O.G. (EXACT CONFIGURATION MAY BE ASPHALT SHIMkSL ROOF ON 500 DIFFERENT - SEE SPECIFICATION) ROOFING FELT ONN NEW ' PLYWOOD SHEATHING ASPHALT SHINGLE ROOF ON PREFAB WD TF4)55E5 0 24" O.G. 500 ROOFING FELT ON NEW " MXAGT GONFII6URATION MAY BE PLYWOOD SHEATHING DIFFERENT- SEE SPEGIFIGATIOW >= R-Iq BATT INSUL YVVAP STL BM - SEE FL IPLAN BARRIER AT TOP CHORD 6U1TPR5 is O OF TRU55 121' GOtJrGTED O 41 uj >- DOY SISPOI TS Lg iLl "APOR BARRIER ® Z TOP PLATECOONTIMLIOUS �"� ♦♦nn SOFFIT VENT " 2'�"1IDE •HARD " MIDITTIG SP�GE Z BEAM ON 5/ PL THING f 17AL BATT INSUL AT Lu PAPM INTERIOR LINER PANEL AND I TANT__BUILDIN6 b ALUM &UTTER ON IX8 ` D OF TRU5r J "VERSATEX" FASCIA BOARD LINER PANFI. LOADING Fm m IX12 "VERSATEX" SOFFIT YV/GONT. SOFFIT VENT uj 14w x 14' h '^ 1 in TJI FJ o I b" co W/ Q v/ R-50 GATT INSULATION tt NV 1/2" GYP BD CL6 / 6 ' SPRAY FOAM OFFICE W O om INSULATION VINYL FL LL © aon /2" 6YP BD "HARDIPLANK" LAP SIDING �� REBAR o 6" OG EACH WAY( 4' THICK GONG. SLAB ON 5/6' PLYWOOD SHEATHING ': ; REINFORCED r�/bxb, 10/10 YVWM k "`�`' � ON 2" THK RI61D INSULATION '" AND WATER RESISTANT BUILDING ,-'`° �� COMPACTED 6RANJLAR SOILUSE ON FILL COMPACTED TO A W PAPER. <r{2< ` - {. a DENSITY OF 015%. Z '\/ " \\ \\\\\\\/ \\\\ \\\\\\ \\\\\\\\\\\\\\\\\\\/I X \/\/\/\/\/\\/\\/\\ \\/\\/ \\/\\/\\/\\ 2X6 STUDS o 12 OO 4 : // / // // // // // // // // / //\//\ //\//\//\//\ \//\ /\//\ \//\//\//\//\//\//\//\//\//\ /\//\//\// J s GSA 5TORAG \/\. \/\ /\/\ \/\/\/\/\/\/\/ \/\/\ \/\/\/\/ /\/ /\/ /\/\/\/\/\/\/\/\/\/ /\/\/ AREA \ \/\ / // // // // // // // // // / / Innnn \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \/�/ // / \\//\\//\\//\\//\\//\\//\\//\\//\\//\\// Q .\f: , A BUILDING SECTION _ riYr .D SCALE:1/4"=1'-0" y'M yf zAR, C ad Z SPRAY FOAM INSULATION R-la BATT INSUL WNAfPOR BARRIER y Q R YALUE Rb/INGH 7 PREFAB RIDGE M „ ■ _ ROOF ON_ VENT r ROOF INS ASPHALT FELT ON TMW �"l PLYWOOD J METAL LINER PANEL ON SHEATHING W 2X4 NAILERS AT 48" OG J' z .:.:. z a ^. PREFAB WD TRUSSES of 24' O.G. PI IOTOVOLTAIC SOLAR PANELS D1111. y uj an y• (EXACT GONFI&RATION MAY BE ON MOUNTING FRAME W/STANDOFFS w M Q N �$ DIFFER�IT- SEE 5PEG4FIGATIOW (NOT IN CONTRACT) W. in 6" ALUM GUTTER GONNl=-CTED TO DOYVrI�.�POUT5 to to 2X6 P.T. SILL YV/5/6"xl6" ANCHOR 12" 4 \$ gig" , BOLTS AT 24" 0/G. FASTENED TO 1 SILL W WASHER a NIT. ` NEW 6" THK P.G. SLAB W/43 7 REBAR o 6" OC EACH WAY (SET k. 2" OFF BOTTOM OF SLAB) SET ON \—WO GATT IN5U1.:, �� COMPACTED &RANJLAR SOIL USE VAPOR BARRIER olol4000 PSI CONCRETE G SE STORJAGE of NEw11 2- 5 REBAR `a r METAL LINER PANEL AREAg�CG� 4,sTF oP,� e- TOP OF SLAB TYPICAL EXT. WALLt INTERIOR LINER PANG. n o ; ° ° ° ° 2X6 STUDS AT 12' OG YV/'3/8' ON 2X4 HORIZ. MAILERS ASPHALT DRIVEWAY _ t °a ` ° ° e ° ° PLYWG SHEATHING WITH WATER r RE5TITIVE BUILDING PAPER $ SPRAY FOAM INSULATION "HARDI PLANK' LAP SIDING x. 01>95 1 G� x N 6 ° / W/IX4 TRIM A \ \ \ \ \ FLUSH MTL DOOR / PROJE NO: IX4 T'V RIM / " 1108 Y 2 RI61D PON INSULATION DRAWN BY: d / i / / / •� ® 6" THK P.G. SLAB W/05 REBAR o NS BOTTOM OF SLAB) SET ON / COMPACTED 6RANJLAR SOIL USE 7` DATE:400o PSI CONCRETE_ TOP of sa.AB J UN E 8, 2012 / X / / / / / / / / / / / / / / / / 0 \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \ \ \// //////////////////////////%//%//%//% \//% •." //\//\ / SHEET TITLE: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \i/\ /\i\//\//\\\i/\\\iZ' /\ BUILDING //\ SECTIONS "A., & "B.. WALL B BUILDING SECTION SECTION SCALE:1/4"=1•-0" SHEET NO: 1 TYPICAL WALL SECTION SCALE:3/4"=1'-0" CONSTRUCTION SET A ROOF IN*ASPHALT FELT ON NEW " PLYWOOD M-XAGT CONFIGURATION MAY BE 6 PREFAB YVD TRU551=5 a 24" O.G. (1`JCAGT GONFI6URATIN MAY BE 6 SHEATHING DIFFERENT- SM SPECIFIGATIO?) DIN"ERENT - SEE SPEGIFICAT10H) R 41 BA INSUL AP BARRIER 2X6 STUDS AT WOO AT GABLE END WALL "/6" PLYWD SHEATH' "HARDI PLANK" LAP >= " 51DIN6 �/ X STL BM - SEE FL PLAN ui TYPICAL EXT. WALLt " 5/8" PLYNbOD N R-50 BATT IN5U1. METAL LINER PANEL SPRAY FOAM INSULATION N It1NG W 2 X6 STUDS AT 12 OG W/ 5/6 t. YWAPOR BARRIER AT COLIN& PILYY0 SHE WITH WATER AT EACH 51EM 5/6" PLYWOOD AT EA 51 RIESTITIVE BUILDING PAPER i (FULL HEIGHT) (FULL. HEIGHT) "HARDI PLANK" LAP 51DING SPRAY FOAM INSULATION �VERED-1.ODIN Z Lu RDIPLAWG P-SIDING AND/WATER R-S STANT BUILDIN6 to xlo INSULATED GCSE STORAGE GENE��TOR�4GE OVERHEAD PR AREA W NON HEATED SPACE �,� AND QED 14' H X 14' W INSUL UNFINISHED OVERHEAD DOOR 2" R161D FDN INSULATION i N 0. b" THK P.C. SLAB W/03 REBAR e i ----TRIM 4�/ERSATEX _ W O 6' oc EACH WAY (SET r OFF 1 `,, � LL BOTTOM OF SLAB) SET ON Q COMPACTED GRANULAR SOIL USE � 4000 PSI CONCRETE `. lee ui // // // // // // // / / / / / / / / / / /� /�/�/ / / / / �/ / / / T / 1, �.... .. f. .. .`�.. '..._cL._.._. .... ._ ._.. \ Zmi �� Q /i /i /i /i ii� i�/i�/i�ii� �ii�/i�ii /i /i /i /i i /i� /i�/i�ii�/ �iyi �i��'��i / / �`�t��i'��r��'�``��t��'��r'�'�`��t��'��t�� y � � ��IN �� 1� � �� 1�� - �� /�i�/�/ �/�/�/T/,�i�/i��/i�/i�/i /i /i /i /ice/i /i /i /i /i /i /ice/i /i /i /i /i /i �� \�y� �� X ��'��' �i/�i/�i/� � � i�i�ix7/\7i�i�i�i�i�i�i�i�i��i��i��i��i� �� /i�/i�/i�/i�/i�/i�/i O BUILDING SECTION 1 " NFJN 6' THK P.G. SLAB W/09 REBAR o 2X6 STUD WALL 6" OG EACH WAY (5E'T 2' OFF BOTTOM xY OF SLAB) SET ON MI'AGTED GRANULAR SOIL u5E 4000 PSI COVE LOADING CASE STORAGE CA5E 5TORAC7E CONCRETE AREA �A %"xl6" AN-+M BOLTS AT 24" I/2" FJCPAN5IN JOINT NEW 2X6 STUDS ® O/G. FASTENED TO SILL w/ -NEYi 2X6 STUDS 12 OC W/b SPRAY YVASI-�R i - , NEW 6' THK P.G. SLAB W/ 3 REBAR a 11 SPRAY FOAM 11`SUL a aA: ; '' ';' ' 6' OC EACH WAY (SET 2' OFF BOTTOMFOAM lN5UL MTL LINER PANEL 6" THK P.G. SLAB W/ 3 REBAR e Z ::: ° 4:• • - OF SLAB) SET N COMPACTED 2X6 P T. SILL 6" OG EACH WAY (SET 2" OFF BOTTOM • 6RANJI.AR 501E USE 4000 P51 2X4 NAILER co Q g 5-" REBAR '• '+ .• ;. . :•, . ., GONGRETE %Oxlb" ANCHOR OF 5LAS) SET ON COMPACTED ' .c FASTENED TOBOLTS AT O10.LL 2X6 P.T. 51LL y GONGRETEORANULAR 501E USE 4000 P51 •--� c Li 20" •. . . . ": '. .6 . L n/WASHER i 2" RI61D FDN IWSUL W J, v '� - _ •: . Z ui COMPACTED THICKENED SLAB DETAIL CC a w • d C W. N S +7 GRANULAR FILL a (2)-�' S REBAR ' rya-« 5 REBAR r A5 REQUIRED REBAR SCALE: 3/4" = 1'-0" �)- 5 R 33AP, AT 1 5 REB 4 REBAR AT 24" Q ~ r) a 0/0. EA. WAY. co) cn ". COMPACTED �s ° A5 REQUIRED TL COL. CASED IN m GRANULAR FILL 12" IX VERSATEX ' 12" 5 REBAR AT 12" O/C. a.•' ' M 5 REBAR AT 12" O/c. 0 O (3)- M5 RIBAR • OF N� "x5"xl/4" 5TL COL. 0)- *5 RIBSAR . . : ." .' c,'�P�� 20" 201: 5/4"xaI"xa" BASES PLATE W/4-l"xlb" ;I SIMPSON ACRYLIC TIES 3 DETAIL at FDN WALL /CONC. SLAB 1 DETAIL at FDN WALL /CONC. SLAB { 12" EMBED-MIN. SCALE: 3/4"= 1'-0" 017 SCALE: 3/4"= 1'-0" � cs� ��ss 6-" REBAR 04 AR STIRRUP' � � ° 012" DOUBLE oTOP s.:;Tucco'a=iHI5F1 PROJ NO: •: COVERED LOADING 1108 • AREA DRAWN BY: 6-«5 REBAR NS P.C. SLAB o K D BY: • NEW 6" THK W/ 3 REBAR 9/4•xaf•x�f• BASE COVERED LOAD I NG • '' .'•• " ,. ' a - 6" OG EACH WAY (SET 2" OFF BOTTOM ' „' • NEW 6' THK P.G. SLAB W/i3 REBAR o a•' '. ' ' • • • %. : AREA OF SLAB) SET ON COMPACTED Q 6' OG EACH WAY (SET 2" OFF BOTTOM • PLATE W/4-I'x16" GRANULAR 501L USE 4000 P51 DATE: OF SLAB) SET N COMPACTED s1MPr3oN Acetic TIES CONCRETE J U N E 89 2012 a',� .' • " 6RAMJl.AR 501E USE 4000 P51 ° 12" Eh�fBED-MIN. y b• ;.:' CONCRETE , ,. a A E: 5'x5'xl/4' STL COL. .: . • e. a. SHEET TITLE: • • • • • 42x42' P.0 PT6. GOMPACTED�' BUILDING y GRANULAR FILL • •• •. .,.. •!• .�. •' .� *4 REBAR STIRRIUPS• •• W/S-" REBAR AS REQUIRED .'• ' a " 012' OG DOUBLE OTOP a EA WAY- SET 4' FROM BOTTOM #4 REBAR AT m SECTION • vw 24" OG • • , 5-ft REBAR SEE DETAIL 2 THIS 5HT C FOR�• .• • '- '• ADDITONAL INFO •.•b• ' •.- , °' DETAILS } • • • ° .° SHEET NO: 42" 6 DETAIL aft PIER 2 DETAIL at CONC. SLAB EDGE SCALE: 3/4"= V-0"' 5 DETAIL at PIER/CONC. SLAB 4 DETAIL at FIDN WALL /CONC. SLAB SCALE: 3/4"= 1'_0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" CONSTRUCTION SET — ——— —— — ———— ——— — — ELECTRICAL LEGEND -- - - -- - - -- - - -- - - PH GOM DUPLEX RECEPTACLE OUTLET OrFICE � (p 220V RECEPTACLE OUTLET COVERED LOADING i I I GUADRAPLEX RECEPTACLE OUTLET AREA COVERED I WATER PROOF RECEPTACLE OUTLET i NOTES FOR ADDITIONAL INFO I I 0 OFFICE LOAD I N& III GROUND FAULT INTERRUPTOR OUTLET ENTRY AT OFFICE AREA/LOADIN& AREA NEW CEILING MOUNTED 5EE ENLARGED PLAN AREA RERECE5rRV AS REWIREDE LI&HTr', � HIGH HAT FIXTURE TOE "HALO WOOT YOW MH" III X. HIGH HAT FIXTURE LOW VOLTAGE W / \7 � r�-1� I � I "4 DIRECTIONAL HIGH HAT r SURFACE MOUNTED CEILING FIXTURE I I EXIT o L- - - Z PH GOM / LINE OF GA SURFACE MOUNTED WALL FIXTURE I BFA�"� ABOVE I I SURFACE MOUNTED SPOT LIGHT Juj ENTRY C SWITCH MEIN WALL MOUNTED SECURITY I I SWITCH DIMMER I I -- ---- - - m LI6H1'S, ON AS REQUIREDwows "AGGULITE DTI�i 12O�1rMTE" I I I W 77 77 H.G I PH TELEPHONE IGAS STORA�G 1 � TOL T X I coMl COMPUTER I AREA 0 ROOM =� ( ' I I I I O HIPS/D SMOKE DETECTOR 1 I i W 00. - - - - - - - - F SURFACE MOUNTED FLORESCENT FIXTURE 14'XI4' OVERHEAD DR. EXIT UNDER CABINET MOUNTED FLORESCENT FIXTURE I I FIXXTURIM (TYP � I I a ELECTRIC PANEL T SURFACE MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT 1 ® EXHAUST FAN I I I w X F/1LT EXHAUST FAN W/LISHT I I I Z GA5E 5TORAGE AREA EMERGENCY LIGHTING I I I 'J T EXIT EXIT SIGN N./ EMERGENCY LIGHTING ( I I = CONNWT TO Iom EXTERIOR EXIT SIGN FIXTURES(2) I I 0 0% Norm ix P I A L E I'M L R G E D F I IRS F L A uwft' � P 1 m A 11%ME I I I I i SCALE. 1/4 — 1 -0 I I i I I 1 I ca Z. I I Na• � � 0 ° zr I I w -i• � Z � � I I � w• Q � a I I 1 � w• N5 � I j I can co) I 1 j i I COVERED i I I ( I 1 TO TIMER LOAD I NCB ( 1 MECHANICAL ROOM AREA I I I I of New NOTE FOR ADDITIONAL. INFO 1 I I ��P�E k AT 5m ENENL CZ AR&M PLAN AREAVLOADIN6 AREA I---- --- - --J - GENERAL STORAGE INON HEATED- UNFIN15HED /PROJECT O: 1108 HIW I — DRAWN BY: NS OVERHEAD DR CHECKED BY: �. JUNE 8, 2012 DATE: �� _ SCALE: SHEET TITLE: EXIT ELECTRIC GA5E STORAGE AREA LAYOUT NEW WALL MOUNTED 5E-CJRITY LI&HT5, ON AS REQUIRED — "ACCA-ITE 17TI7I5 MH 120 FT WHITE" I "R S)wl" F L I)k R P L A PMO SCALE: 1/8" = V-0" SHEET NO: " A R T I A L E IRMO L Twin SCALE: 1/4" = T-0" CONSTRUCTION SET REVISIONS STRUCTURAL REV I EN B1' STEVE MARESGA, FE 0 6�27/2012 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS ' 188-0�1 WEST MONTAU HIGHI�IAY, HAM�ToN3AY5, NY 11��-6 A5 PER BLD& DEFT FOR WALL OFEN I NG PROTECTION OF 120 MPH S-SEGOND loll ND GUSTS PHONE 651 -720 1 i450 ( MAXIMUM MEAN ROOF HE 1 GHT: 55) SIMPSON LSTA - 20 &A6E RIDGE STRAP - ALL ROOF RAFTERS USEIOCCUPANCY CLASSIFICATION DESIGN CRITERIA: ICE SHIELD PRIMARY OCCUPANCY: STORAGE UNDERLAYMENT SHUTTER ASSEMBLY \ REG2UIRED - 24" FROM EDGE (5-2 LOW HAZARD STORAGE) DE5I GN IN AGGORDANGE WITH N.T.S. PREFABRICATED HD TRUSSES NY STATE BUILDING GORE 4 A5GE7-10 FOR PANEL 5PAN5: 0 < 41O WIDE SPAN ® 24 OC, >m 23/32" APA SPAN-RATED 48/24 SiHEATHING GRADE PLY HEIGHTWOOD O (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF 35 -O MAXIMUM GROUND SNOW LOAD - 20 PSF. ASSEMBLY: M IPHURRSOG�NE CLIP USE WIND SPEED - 120 MPH ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ SEISMIC DESIGN CATEGORY - B W uj #lOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.G. SIMPSON H2 HURRICANE CLIP NAILED. FROM FIRE AREA WEATHERING - SEVERE (' Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER To STUD. - - 13,500 SF FROST LINE DEPTH - 36" #IO TEE NUTS ATTACHED TO BLDG., w/ #I0xI-I/2 ( W/ WASHERS) TYPICAL ALL RAFTERS 5-2 LOW HAZARD STORAGE Z MACHINE BOLT ® 12" O.G. 5�- add NAILS EACH BUILDING AREA: 5,56 a SrSF TERMITE - MODERATE TO HEVY A �\ CLIPS FOR TRUSSES HEIGHT: ONE STORY .J APA RATED PLYWOOD TO DEGAY - 5L I GHT EXTEND TO TOP OF TOP PROVIDE 8d COMMON m uj PLATE. NAILS a m6E OP ALL ICE SHIELD UNDERLAYMENT REG2U I RED - YES m EXTERIOSHEATHING. TYPE OF CONSTRUCTION W CONVENTIONAL LIGHT FRAME WOOD M CONSTRUCTION - 55 0 xw (j ir LTIPLE SECTION ASSEMBLY: W O I/4" THICK BOLTS ® 2' OG Q GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY w ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE W BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN Q 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW PORK STATE ENERGY PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 5500 P51 CONSERVATION CODE. TO OVER LAP BOX BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL •. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE ..I SHUTTER AS S E ill B LY " O.G. PLATE DOUBLE TOP DESIGNED AND SPECIFIED BY OTHER5. _ 2 x 6 ®Ib STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL N.T.S. STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE 111'- 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TIM FOR PANEL SPANS:4' OR WIDER 5fPAN FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 3/4" DIAMETER. O 1/2" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND U) VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") YVRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS ® 24" oC AROUND SILL PLATE 41• - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L la. Do NOT BAGKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: SHMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I' I i/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EMBLE PLYWOOD TO 2x'4'5: # IOx3" (w/ WASHERS) GALVINIZED OR METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS STAINLESS STEEL WOOD SCREW cD 12 O.G. CONCRETE SLABS TO BE COMPACTED TO Q5� 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ MAIL SHEATHING To SILL PLATE 21. SMOKE DETECTORS ':: 8>d NAILS ® 4. O.G. RELATIVE DENSITY. NEW PORK STATE BUfil� f21d4�8.BY °� Z • o #IOx3" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL " .r, WOOD SCREW ® 16" O.G. •'S. t° ;rt ;';; 22. OVERHEAD DOORS TO BE RATED FOR 120 MPH. WIND LOAD co 2 - #5 REBAR 2! x SILL PLATE Q . ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE < :.�:�� 6 #10 TEE NUTS ATTACHED TO BLDG.. w/ #I0xl-1/2 ( W/ WASHERS) k AGQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, c1.0 FT AND OVER 25. ALL INTERIOR FINISHES TO COMPLY WITH Y r MACHINE BOLT ® 12 O.G. j, =. �:f BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NY STATE BUILIDNG CODE J •�Q0 SEE FOUNDATION DWG. '-:;'.+:: '-, P O� FOR DESIGN. WD" x 12" AB. ®48" Oc. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. a '•..;:'r; LLJ "`I/FENDER WASHER' 8. PROVIDE FIRE5TOPPING AT ALL LEVEL U. WINDOWS - GLAZED OPENING =' a PENETRATIONS W ,W'R w 9. PROVIDE FLASHING AT ALL ROOF BREAKS aN0o PROTECTION 15 REQUIRED FOR ALL. GLAZED AREAS. n W • w o v IN ACCORDANCE WITH LARGE M155�ILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS N v M A5TM E 1996 AND OF ASTM 1886. AND DECKS ETC.. Q ^ CONTRACTOR MAY USE WOOD 5TRWOTURAL PANELS v coIN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN '�' SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. co) N • PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SIM. THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. of NEIN Y ST�c O'Q'f- NAILING SCHEDULE FRA11"�IiING NOTES SIZED FOR COMMON NAILS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" c °»T53-� DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. �S�R AR o BETTER' INTERMEDIATE. ATE. JOIST TO SILL OR GIRDER 3-8d (TOENAIL) r 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" fR0 ECT N In BRIDGING TO JOIST 2-8d (TOENAIL TO EACH END) II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1108 SOLE PLATE TO J015T OR GIRDER Ibd ® I6" OG (FACE NAIL) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. I o clo 0 TOP PLATE TO STUD 2-Ibd (ENDNAIL) 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, DRAWN M; STUD TO SOLE PLATE 4-8d (TOENAIL) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT DOUBLE STUDS Ibd ® 24" OG (FACE! NAIL) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE DOUBLE TOP PLATE 160 ® Ib"OC (FACE tNAIL) CHECKED BY: BLOCKING BETWEEN JST OR R.R. 3-8d (TOENAIL) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TEGO" OR APPROVED EQUAL. FOR NS GABLE ROOFS TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o to rs TO TOP PLATE 4. ALL HEADERS b-O AND OVER SHALL BE SUPPORTED DATE: RIM JOIST TO TOP PLATE 8d ® 16"OC (TOENAIIL) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER o TOP PLATES, LAPS INTERSECTIONS 2-Ibd (PAGE NAIL) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. JUNE 812012 a CONT. HEADER, TWO PIECES Ibd (16 OG ALONG EDGE) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. . CEILING JOISTS TO PLATE 3-Sd (TOENAIL) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORC IA h CONTINUOUS HEADER TO STUD 4-8d (TOENAIL) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS CEILING JOISTS, LAPS OVER PART.' 3-Ibd MIN. (FACENAIIL) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: lob O �45 0 CEILING JOIST TO PARALLEL RAFTERS' 3-Ibd MIN. (FACENAIIL) ® 8-O O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED RAFTER TO PLATE'S 3-5d (TOEMAIL) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BUILT UP CORNER STUDS Ibd (24"00) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND h BUILT UP GIRDER 4 BEAMS 20D ® 32"00 (FAGENAIL ® T45 STAGGERED stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" STRUCTURAL &ABLE ROOFS ON OPPOSITE SIDES LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & o< o �45 O COLLAR TIE TO RAFTER 3-IOd (FAGENAIL) '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF lo° o ('30 0 to JACK RAFTER TO HIP 3-I0d (TOENAIL) PARTITIONS OR AS NOTED ON DRAWINGS. DETAILS ROOF RAFTER TO 2X RIDGE BM 2-160 (TOENAIL) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE 8d COMMON NAILS ® 4' O.G. JOIST TO BAND JOIST 3-16d (FACENAIL) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. LEDGER STRIP 3-Ibd (FAGENAIL)W WITH RATED GALVANIZED METAL CONNECTORS BY SUBFLOOR, ROOF, ALL SHEATHING 8d ®b"OC EDGES, ®► 12" INTERMEDIATE SUPPORTS ITH AT APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 109 0 <,90 0 TO FRAMING GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: *SEE SECTION 2505.10.4.1, TABLE 2305.10.4.1 of. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE ad NAILS ® 4 O.C. AT PERIMETER INTERIOR '� 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HN&H PRE55URE ZONES. BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS NOTE : a = 4 FT. IN ALL GAkSES SHALL RECEIVE 5-I00 NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. CONSTRUCTION I SET