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HomeMy WebLinkAbout27094-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28875 Date: 09/19/02 THIS CERTIFIES that the building ALTERATION Location of Property: 620 ROGERS RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 66 Block 2 Lot 35 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 27, 2001 pursuant to which Building Permit No. 27094-Z dated FEBRUARY 27, 2001 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 ADDITION & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER ZBA #5053 & AS PER NYS PETITION #2000-0772 . The certificate is issued to JOY MIQUEZ ALESSI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 51903 07/10/01 PLUMBERS CERTIFICATION DATED 08/15/02 MATTITUCK PLUMBING & HEAT r AuLKcrized Si nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BKEPT ON THE PREMISES TIL FULL OF THE WORK AUTHORIZED) PERMIT NO. 27094 Z Date FEBRUARY 27 , 2001 Permission is hereby granted to : JOY MIQUEZ ALESSI 5073 FIELDSTON RD BRONX,NY 10471 for . ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER NYS PETITION #2000-0772 . (NOTE: REPLACES BP #25590-Z) at premises located at 620 ROGERS RD SOUTHOLD County Tax Map No. 473889 Section 066 Block 0002 Lot No. 035 pursuant to application dated FEBRUARY 27 , 2001 and approved by the Building Inspector. Fee $ 75 . 00 Author d Sig ture ORIGINAL Rev. 2/19/98 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25590 Z Date MARCH 91 1999 Permission is hereby granted to: JOY MIQUEZ ALESSI 5073 FIELDSTON RD BRONX,NY 10471 for ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 620 ROGERS RD SOUTHOLD County Tax Map No. 473889 Section 066 Block 0002 Lot No. 035 pursuant to application dated FEBRUARY 16 1998 and approved by the Building Inspector. Fee $ 75 . 00 AuthorizedP"'9ignatqAvW- ORIGINAL Rev. 2/19/98 A��SSI Form No.6 TOWN OF SOUTHOLD � BUILDING DEPARTMENT ^ �I j7 TOWN HALL 765-1802 2O APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Am7ex- fCNwt1 tirr 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. ✓10r:, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. Q a Z New Construction: Old or Pre-existing Building: (check one) Location of Property: rjj ?j0 IZCOE i� lz,pA, �fq 'Cot,M*J'j House No. �` Street Hamlet Owner or Owners of Property:�(()t/ ftvAlr7tyjo je 55t Suffolk County Tax Map No 1000, Section 6 `p Block- 07, Lot Subdivision Filed Map. Lot: Permit No. 7.7Q 9 Date of Permit. Applicant:_ W &V,4r2_7:Z Health Dept. Approval: /V� Underwriters Approval: 1_11� Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2 5• n RG Ya��a Applicant Signattur Co -aa 8g25 7 I M1S STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1-0001 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE --------------------------------------------------------- In the Matter of the Petition of: DECISION Antonio & Joy Alessi For a Variance to the New York State PETITION NO.2000-0771 Uniform Fire Prevention & Building Code --------------------------------------------------------- Upon the application of Antonio& Joy Alessi, filed pursuant to 19 NYCRR 450 on July 31, 2000, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the alteration of an attic in an existing building of a Al occupancy, two stories in height, of type 5 (wood frame) construction, approximately 2,037 square feet in area, located at 620 Rogers Road, Southold, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 705.2(b), which requires that buildings of type 5 construction are permitted to have a maximum height of two stories above a basement or cellar or above finished grade where there is no basement or cellar. [The petitioner requests relief to allow a bedroom, recreation room and bathroom to be built within an existing attic area of an existing one family dwelling which will constitute a three story building of type 5b construction for an Al occupancy.] FINDINGS OF FACT 1. The building that is the subject of this petition is located within a community that has a number of three story wood framed single family dwellings, which are pre-existing and non-conforming. 2. A bedroom, recreation room and bathroom are to be built within an existing attic area as part of the alteration. 3. The petitioner proposes that each of the habitable spaces located on the third floor will have at least one window that will provide an emergency opening that will conform to section 714 of the Uniform Code. WWW.DOS.STATE.NY.US E-MAIL: NFO@)DO5.STATE.NY.US RECrCLED PAPER Petition No. 2000-0771 Page 2 4. The petitioner has proposed to install as permanent equipment, a portable escape ladder which attaches securely to at least one window sill in each habitable space on the third floor. Such ladder shall be constructed with rigid non-combustible rungs designed to standoff from the building wall, shall be capable of sustaining a minimum load of 1,000 pounds, and shall extend to level ground, and provide unobstructed egress to legal open space. 5. The petitioner has proposed to install fire and smoke detecting devices on the third floor, interconnect them with devices on the lower floors, and be connected into a central station. 6. The petitioner has proposed to install a domestic sprinkler system in the entire third floor and the stairway leading down to the second floor in compliance with NFPA 13D. 7. The petitioner has proposed that the alterations will meet all other applicable sections of the Uniform Code. 8. The local Code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 450.6. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 705.2(b), to allow a bedroom, recreation room and bathroom to be built within an existing attic area of an existing single family dwelling which will constitute a three-story building of type 5b construction for an Al occupancy; be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That the petitioner installs fire and smoke detecting devices on the third floor, interconnects them with devices on the lower floors and cellar and be connected to a central station. 2. That the petitioner installs as permanent equipment, a portable escape ladder which attaches securely to the window sill in the bedroom and office. Such ladder shall be constructed with rigid non-combustible rungs designed to standoff from the building wall, shall be capable of sustaining a minimum load of 1,000 pounds, and shall extend to level ground, and provide unobstructed egress to legal open space 3. That a domestic sprinkler system be installed in the entire third floor and stairway leading down to the second floor in compliance with NFPA 13D. 4. That the addition will meet all other applicable sections of the Uniform Code. Petition No. 2000-0771 Page This DECISION is issued under 19 NYCRR 450.6. Unless objected to by the petitioner in a writing received by the Department the decision shall become FINAL after fifteen days of receipt of the decision by the parties This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. George E. Clark, Jr. Director, Codes Division DATE: RAS:sg Petition No: 2000-0771 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. CRONIN AND CONDON CONSULTING ENGINEERS 1755 SIGSBEE ROAD MATTITUCK NY 11952 ANTONIO & JOY ALESSI 5073 FIELDSTON ROAD BRONX NY 10471 MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT VILLAGE HALL MAIN ROAD SOUTHOLD NY 11971 APPEALS BOARD MEMBERS SpFFO(,� �. COGy Southold Main R Road HallGerard P. Goehringer, Chairman � � Lydia A. Tortora ti P.O. Box 1179 George Horning • Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax (631) 765-9064 Vincent Orlando l �a Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21, 2002 � 21 J2 Appl. No. 5053- ANTONIO AND JOY ALESSI 1000-66-2-35 STREET & LOCATION: 620 Rogers Road, Southold DATE OF PUBLIC HEARING: January 10, 2002 L�— FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: Applicants' property is located on the west side of Rogers Road in Beixedon Estates, Southold. The property is approximately 13,250 sq. ft. in area and is improved with a 2-1.2 story frame house with accessory shed located in the northerly yard area, as shown on the survey prepared by John C. Ehlers, L.S. updated 11-15-01. BASIS OF APPLICATION: The basis of this application is the Building Department's September 4, 2001 Notice of Disapproval concerning applicant's request for to amend Building Permit @27094-Z for an "as built addition and alteration." The request for a building permit was disapproved by the Building Department for the reason that the height of one-family dwellings is restricted to 2-1/2 stories and the as built amended construction shows a third story habitable space area. AREA VARIANCE RELIEF REQUESTED: Applicant is requesting a variance authorizing the use of the third story "dormer area" described on the plan prepared by Mark K. Schwartz, AIA, dated January 11, 2002. The area which is the subject of the Appeal for a variance includes a bathroom, two bedrooms and stairway in conformance with the N.Y.S. Building Construction Code, for proper ingress and egress and comprehensive fire suppression system. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: 1. Grant of an area variance will not produce an undesirable change in the character of the neighborhood, or be a detriment to nearby properties because the applicant has already installed a proper fire suppression system and has existing (2) bedroom areas for family use. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the applicant raised the dwelling adding the necessary bedrooms on the first flor, which create the third floor area. The utilization of the third floor for (2) bedrooms can only be granted by this action and with the installation of a proper fire suppression system (sprinklers system). 3. The requested variance is not substantial. 4. The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood. (insert screening or other property effects). No evidence was presented to suggest that the physical or environmental conditions in the '( Tuwn Hail, 5:1095 Mala Rood w (SIr,) 75.132.1 ? frinphone (515) 7nS-1002 P. o. [lox 1179 Snull,ol,l, New York 11971 ✓" ',` ,': OFFICE OF 1-1IEBUILDING INSPIECTOFI TOWN or SUU1-I (OLD Dn•rr:: Puilding Permit No. Owner: 30 A5- , (p a�lse pr.rnt) Plumber: .7�L1_�_. � lease print) I certify khat the solder used ill the water supply system 9. rontnins lose than 2/10 of 1 % letnd . - ( I nmherq Siynnl.rii= - -- Sworn to before me this - day of alvClt _ ;2 Notary Publics - Cr.nlnCy Al� Owd�SARAN IL KETTRICK Notwv of York Term ExOf►N,Iy1�N I� rt 101VIk, Adak, A9 I Electrical Inspection Certificate Electrical Inspection Service, Inc. t 375 Dunton Avenue East Patchogue, New York 11772 .<F (631)286-6642 Date: 7/10/01 Application No. : 51903 Issued to: Joy Alessi Street: 620 Rogers Rd " 4 Village: Southold Zip: 11971 Town:Southold - ,. Section: Block: Lot: Introduced by: Lademann Electric Inc. Lic.# 4141-E a Il y aa� If { was examined and found to be in compliance with the Notional Electrical Code rz s y Hr _ ❑ Commercial ❑NV Defects ❑ Pool ❑1st Floor ❑Indoor ❑O Basement ❑ Hot Tub ❑e Residential ❑ Det. Garage ❑Attic ©2nd Floor El Outdoor ❑ Addition ❑Survey Irfcz .,r. Switches Receptacles Fixtures GFI HeatersA/C Fans tiz 6 109 1 1 1 'a.. Dishwasher WasheNAmp Dryer/Amp Oven Range/Amp Garbage Disposal Furnace Oil Gas Circulator Smoke Detector Bell Transformer < Meter Amps Phase UG/OH Telephone Television Carbon Monoxide 200 ❑/ © 1 Other Equipment. Hugo S. Surdi President t4. Building Permit No. This certificate must not be altered in any manner Inspectors may be identified by their credentials j Final Inspection: 7/10/01 Rough Inspection: Inspector: Quentin Reynolds ; FROM MarkSchwartz,RIR-Architect PHONE NO. : 6317344185 Sep. 16 2002 07:51PM P1 A Mark K. Schwartz, AIA —Architect, PLLC Y.U.Box 933 Phone:(631)734-41 X5 Cutclwguc,Now York 11935 Fax:(631)734-4185 TRANSMITTAL 17 2002 Date: September 16,2002 To: Mike Verity Southold Building Department Main Road Southold,New York 11971 Project Alessi House(NYS petition#2000-0771) 620 Rogers Road Southold,New York -3CI'M#066-02-35) Southold Town Building Permit#27094 From: Mark Schwartz We transn- t the following by hand delivery: • One copy of New York State decision for Petition No.2000-0771 • One set of Sprinkler Plans by Paul H.Hinkley,PE(and installed by Sentry) • Electrical Underwriters Certificate • Plumbing Solder Certificate Remarks: I have observed the construction and as-built conditions of the aforementioned project I hereby certify, to the best of my knowledge, the work, including the sprinkler system and new stair, complies with State and local codes, as well as the requirements of the NYS petition rested above. Pleasecall this office if you have questions or require additional information. •R 4 SCy� V A s �Y wleaeil0.doc Mark K. Schwartz, AIA —Architect, PLLC P.O.Boz 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fac:(631)734-4185 TRANSMITTAL A i SRI Date: September 09,2002 !��l i 2002 To: Mike Verity Southold Building Department Main Road Southold,New York 11971 Project: Alessi House (NYS petition#2000-0771) 620 Rogers Road Southold,New York (SCTM#066-02-35) Southold Town Building Permit#27094 From: Mark Schwartz We transmit the following by hand delivery: • One copy of New York State decision for Petition No. 2000-0771 • One set of Sprinkler Plans by Paul H. Hinkley,PE (and installed by Sentry) • Electrical Underwriters Certificate • Plumbing Solder Certificate Remarks: To the best of my knowledge, the sprinkler system,full house smoke detection system tied to central command, proper windows for emergency egress, and throw out ladders have all been installed as per drawings submitted to your office. I have observed the installation of the roof insulation and checked the stair requirements and as-built dimensions. The top step at landing has been shimmed as necessary. Please call this office if you have questions or require additional information. y,s. o A�a�'- Jk SCyly y� oA�, M, 4* �1, ldj% J2233`1 -t° Alessil0.doc Town Hall .53005 Mala nood `� •( Inv (Sir) 745.192 r.: .1 (r•la f'. U. Rox 1179 ' � � uhOne(�15) 7R.r•1�0?. Srnrtholei• N9w York 11971 r•,i' • OFFICE OF T'I IE BUILDING INSPECTOR TOWN Or- SOU1'I TOLD C 13 R T i V I C A 'r 1 O N r)nrrr 0 d Z C�uilding T�ermtt rio. �09�, Owner! 30V AL-5-1 p �a�tse pr. lnfr) Plumbfplre t.l_� b_.r� �rI� 1Prise print) I certify l.hat th,04'solder used In the wvLer supply sy:,tem contnlrls loss th&rf .2/10 of It lend. -•- � I r�uther. w Giunoc�is- . ._ Sworn to before me this tidy op Notary PublicsKETTRICK % Y N ya* Term E�jug �Zi7 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 4, 2001 TO Mark Schwartz A/C Alessi PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated August 20, 2001 For a permit for an as built addition and alteration under permit#27094Z at Location of property 620 Rogers Road, Southold County Tax Map No. 1000 - Section 66 Block 2 Lot 35 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds: The proposed"as built' addition and alteration is not permitted pursuant to Article III Section 100-32 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C, R-80, R-120, R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." Bulk schedule restricts height of one family dwellings to 2 1/2 stories, as built"amended" construction shows 3rd story habitable space. Authoriz d Signature BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: Reviewed: U / Architect/ Date / q Engineer: Submitted: SZy �J�J`' / SCTM #: District: 1.000 Section: Block: D Z Lot: — Project ,�w� Subdivision ' Location: Single&separate Required certification: (Yes/No] Zoning District: [Lot size: vV Actual: 3 72 �Zt coverage Proposed: ] Req. �� Req. A) � Req. [Front Yard Proposed: ] [Side Yard T Proposed: 1 [Rear Yard .J'- Proposed: ] Project Description: AGENCY PERMITS Permit � � REQUIRED FOR REVIEW N.A. N� YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: FROM C2CE-Schwartz PHONE NO. : 516 765 1798 Mar. 10 1999 09:43RM P1 onto an SCondon.Consulting Enatneers_...... .. 1755 Sigsoee Road Maltttuck, New York 11952 Phone: 515-734-7250 U Fax- 516-734-7014 WDG.DEPT i_ TOWN Of Std: FAX TRANSMITTAL Date: March 10, 1999 To: Mike Verity Company: Southold Building Department Phone: 765-1802 Fax Number: 7e5-1823 Re: Alessi House From: Mark K Schwartz,AIA-Architect Number of pages including this one: 3 Comments: The following is the list of windows as shown in plans: 1. Porch-South Wall: 2 sets of 2-2'-51/4'x 4'-6 3/4'casements 2_ Porch-West Wall: 2 sets of 2-2'-51/4'x 41-6 3/41, 1 -2'-51/4'x 4'-6 3/4'casements 3. Den-South Wall: 2 sets of 2-2'-51/4'x 4'-6 3/4'casements 4. Den-West Wall: 2 sets of 2-2'-6 114"x 4'-6 3/40. 1 -2'-5 1/4'x 4'-6 3/4'casements S. Bedroom No. 3: 1 set of 2-2'-51/4'x 4'-6 3/4' . 1 -2'-51/4'x 4'-6 3/4'doubie hung S. Bath No. 2: 1 -2'-11 3/4"x 1'-9 1/2"casement for use as awning 7. Porch-North Wall 2 sets of 2-2'-5 1/4'x 4'-8 3/4"casements Please call this office if you have any questions or require additional information. My direct line is 5i6-765-1798. Akm7.doo t 0 � 3 n � N n m i cu AI cn n i i -- -- --- -- _ ,— -- --= -U • z :.. .. N r m Ln N m _ W 31 3 0 • 3 n N m m I u� S E N y d N 717 - i N m m N N y lD l0 1 _ _ i tDD 3 W V J 7 SPRINKLER SYSTEM ANALYSIS (IMPERIAL) CALCULATION #2 of NEty yoR Contractor : Sentry Automatic Fare7,,42rinkler Corp Company Address : 34 A Shinnecoc'k-.,Road ; 'Hamp�gn Bays, NY 11 '46 Q DOUG Aviv DATE., �r JOB NAME ALESSI HOUSE �r f �sFp NO 0491x9 w Z'4 r \`pROFESSIONP� ADDRESS : SOUTHFIELD NY Description:RESIDENTIAL SPRINKLER SYSTEM DESIGNER : SZ APPROVED BY: SUFFOLK COUNTY FIRE MARSHALL - NFPA 13D CONTRACT #* REF. TO DRAWING #R-13D-1 HAZARD DESCRIPTION: 2 HEADS IN ROOM * CALCULATION CRITERIA: - TOTAL AREA : 200 SQ. FT. DENSITY : 0 .200 USGPM/SQ. FT . AREA/SPRINKLER : 120 . 0 SQ. FT. # OF SPRINKLER : 2 Min. Safety : 0 PSI SYSTEM REQUIREMENT: - Node System Hose Hydrant Total Pressure GPM GPM GPM GPM PSI 8 24 . 26 0 . 00 0 . 00 24 . 26 42 . 03 SOURCE INFORMATION: - SUPPLY STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW 8 68 . 00 PSI 25. 00 PSI 1590 . 0 GPM FIRE PUMP RATING: PUMP PRESSURE FLOW SPRINKLER K= 3 . 90 OVERHEAD PIPE C= 140 UNDERGROUND C= 120 TOTAL SAFETY = 25. 95 PSI Below Supply FILE: C: \Program Files\CalcPlus\calc\ALLESSI HOUSE-SOUTHFIELD NY.mdb 2 Calculation Summary: ------------------------------ Sprinkler Node Summary: Node Min.Density Act .Density Min. Flow Act . Flow ------------------------------------------------------ 1 0 .200 0 . 100 24 . 00 12 . 02 2 0 . 200 0 . 102 24 . 00 12 .23 ------------------------------------------------------ Min. Actual Density (0 . 100) At Nodes 1 Max. Actual Density (0 . 102) At Nodes 2 ------------------------------------------------------ System Demand Summary: Node System Hose Hydrant Total Pressure ---------------------------------------------------------------- 8 24 .26 0 . 00 0 . 00 24 . 26 42 . 03 ---------------------------------------------------------------- General Pipe Summary: ------------------------------------------------------ Min. Velocity (3 . 99) At Pipes 1 Max. Velocity (8 . 06) At Pipes 2, 3, 4, 5, 6, 7 User Velocity (20 . 00) At Pipes ** Min. Flow (12 . 02) At Pipes 1 Max. Flow (24 .26) At Pipes 2, 3, 4, 5, 6, 7 Min. Unit Loss (0 . 0292) At Pipes 1 Max. Unit Loss (0 . 1427) At Pipes 7 ------------------------------------------------------ PAGE # 4 Sentry Automatic Fire Sprinkler Corp SPRINKLER SYSTEM ANALYSIS (IMPERIAL) JOB NAME: ALESSI HOUSE FILE: C: \Program Files\CalcPlus\calc\ALLESSI HOUSE-SOUTHFIELD NY.mdb NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT . PSI GPM % ------------------------------------------------------ 1 28 . 0 9. 50 12 . 0 -49. 9 2 28 . 0 9 . 84 12 . 2 -49 . 0 3 28 . 0 11 . 09 4 28 . 0 12 .20 5 6. 0 24 . 47 6 6. 0 26 . 61 7 -5. 0 33 .22 8 -5. 0 42 . 03 PAGE 4 5 JOB NAME: ALESSI HOUSE FILE: C: \Program Files\CalcPlus\calc\ALLESSI HOUSE-SOUTHFIELD NY.mdb PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No . GPM IN. FT. PSI/FT. PSI ------------------------------------------------------------------------------ 1 QN=12 . 0 L=8 . 0 PT=9. 50 K=3 . 90 1 D=1 . 109 F=3 . 5 0 . 029 PF=0 . 34 V=3 . 99 FT=E PE=0 . 00 C=140 . 00 2 QP=12 . 0 LT=11 . 5 PT=9. 84 Pv=0 . 11 ------------------------------------------------------------------------------ 2 QN=12 . 2 L=3 . 0 PT=9. 84 K=3 . 90 2 D=1 . 109 F=8 . 7 0 . 107 PF=1 .26 V=8 . 06 FT=T PE=0. 00 C=140 . 00 3 QP=24 . 3 LT=11 . 7 PT=11 . 09 Pv=0 . 44 ------------------------------------------------------------------------------ 3 QN=0 . 0 L=6. 8 PT=11 . 09 K=0 . 00 3 D=1 . 109 F=3 . 5 0 . 107 PF=1 . 11 V=8 . 06 FT=E PE=0. 00 C=140 . 00 4 QP=24 . 3 LT=10 . 3 PT=12 . 20 Pv=0 . 44 ------------------------------------------------------------------------------ 4 QN=0 . 0 L=22 . 0 PT=12 . 20 K=0 . 00 4 D=1 . 109 F=3 . 5 0 . 107 PF=2 . 73 V=8 . 06 FT=E PE=9 . 53 C=140 . 00 5 QP=24 . 3 LT=25. 5 PT=24 . 47 Pv=0 . 44 ------------------------------------------------------------------------------ 5 QN=0 . 0 L=16. 5 PT=24 . 47 K=0 . 00 5 D=1 . 109 F=3 . 5 0 . 107 PF=2 . 14 V=8 . 06 FT=E PE=0 . 00 C=140 . 00 6 QP=24 . 3 LT=20 . 0 PT=26 . 61 Pv=0 . 44 ------------------------------------------------------------------------------ 6 QN=0 . 0 L=5. 0 PT=26. 61 K=0 . 00 6 D=1 . 109 F=12 .2 0 . 107 PF=1 . 85 V=8 . 06 FT=EGC PE=4 . 76 C=140 . 00 7 QP=24 . 3 LT=17 .2 PT=33 .22 Pv=0 . 44 ------------------------------------------------------------------------------ 7 QN=0 . 0 L=55. 2 PT=33 . 22 K=0 . 00 7 D=1 . 109 F=6. 6 0 . 143 PF=8 . 81 V=8 . 06 FT=T PE=0 . 00 C=120 . 00 8 QP=24 . 3 LT=61 . 7 PT=42 . 03 Pv=0 . 44 ------------------------------------------------------------------------------ PAGE # 6 LEGEND S = Standard 45 degree elbow QN = Normal flow discharge E = Standard 90 degree elbow QP = Flow; in; pipe L = Long turn degree elbow D = Pipe inside diameter T = Standard tee L = Pipe length B = Butterfly valve F = Fitting equivalence G = Gate valve FT = Fitting type C = Check valve LT = Total length A = Alarm valve PT = Total node pressure D = Dry pipe valve PF = Pressure friction loss W = Deluge valve PE = Pressure elevation loss P = Pre-action valve K = Sprinkler K-factor F = Back flow preventer V = Velocity F, x = Constant pressure x in PSI C = C-factor for fitting F PV = Velocity pressure -------------------------------------------------------------------- SIGNIFICANT HYDRAULICAL NOTES: Maximum velocity of 8 . 06 FT/SEC at pipe 3 Most remote sprinkler @ node 1 Water Graph aLESSI HOUSE - 2 SPRINKLER HEADS 80 --,- ------------- ---------- ------------ --------------- -------------------------------------- ----------------------- ------------------------- -------------------------- System Pressure 42.03 P81 Demand @ Base: 24.26 GPM 70 ------- ---------- ------------ --------------- --------------------------------------I---------------------------------------------------------------------------- Flow Supply: 24.26 GPM 60 -- ----------------------- ----------- ----------------------------------------------------------------------------- ---------------------------------------------------- 50 ------ ------ ----------, --- --------------------------------- ---------------------- ---------------------------------------------------- o. "D 40 - -- ------------ ---------- ------------ ------------------------------------------ ---------------------,;------------------------- -------------------------- Cn Cn 30 ------ ------------------------------- ------------------------------------------------------ ------------------------------- ------------------------------------------ Source Supply 20 Dernandl-------------I----------I------------- --------------- ------------------------------------------------------------- ----------------------------------------------------- 10 ------- ---------- ------------ --------------- -------------------------------------- --------------------------------------------------------------------------- 0 159318 477 636 795 954 1113 1272 1431 1590 1749 Flow(GPM) THE NEW YORK STATE INSURANCE FUND 8 CORPORATE CENTER DR, 2ND FLR, MELVILLE, NEW YORK 11747-3166 (631) 756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE SENTRY AUTOMATIC SPRINKLER INC POLICY NUMBER PO BOX 478 H 1156 138-8 LYNBROOK NY 11563 DATE 3/16/2001 CERTIFICATE NUMBER 038-864 PERIOD COVERED BY THIS CERTIFICATE 8/17/2000 TO 8/17/2002 POLICYHOLDER CERTIFICATE HOLDER SENTRY AUTOMATIC SPRINKLER INC MARK SCHWARTZ, ARCHITECT PO BOX 478 P. 0. BOX 860 LYNBROOK NY 11563 SHELTER ISLAND NY 11964 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE STATE INSURANCE FUND UNDER POLICY NO. 1156 138-8 UNTIL 8/17/2002 , COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORK- ERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 8/17/2002 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 5 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THE STA E INSURANCE FUND U-26.314411=_ DIRECTOR, INSURANCE FUND UNDERWRITING M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKS442 T L DATE d7 INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUND TION 1 ST ( ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � ,/��,�, DATE INSPECT 76Yy 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: LVAn1�1 G TZIZ ,DATE � INSPECTOR 70 jL 76S-1802 BUILDING DEPT. INSPECTI0 [ ] FOUNDATION IST ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY RJEMARKS: DATE �� ©� INSPECTOR 765-1802 BUILDING DE C INSPECTIOW�� [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE& CHIMNEY R ARKS: ag±t 7141-- � me xpe, Y e� i1s ,DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ) FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE !e s s 0.2— INSPECTOR ��"� r /s Lam/ lI� :00,� � • // / i / i/ spill oil / �00►o / III FIJI Wel-IPRO,WIN' Ir I `' ' lip /✓ 11 I'�1111111,11' P41111 / / i� it/ .0 L1�s BOARD of UMTN . ... . . .. . . ... .. FORM NO. 1 3 SETS OF PLANS ........ .. .... .. TOWN OF SOUTHOLD SURVEY ...... . .... . . . . . . . . .. . . . . BUILDING DEPARTMENT CHECK ........ . .... . . . . . . .. . . . . TOWN HALL SEPTIC FORH . ... .. . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 *' TEL: 765-1802 NOTIFY: ���j����� e� ? CALL • • . . • IJmcained J��� !!' 8 19.(7/ a MAIi. TO: . . .. . . . . . . . . . . . . . . . . Approved.,, ''....! ., 19.x./. Penult No. ......... ...........I.............. . Disapproved a/c ....::.1... .V..i...... ..................... . .......... ........................................ .... ` (Ik,ildi Ins{iv. or)• 16 1998 APPLICATION FOR BUILDING PERMIT uu .Date.... .... .. .. . . . .. 19. . . . BLDG.DEPT. t ,. pS TH INSTRUCTIONS a. 'Aiis application oust be cocrQletely filled in by typewriter or in ink Ani suludtted to da Building Inspector wi 3 sets of plhrms,, accurate pxot pian ' Is. , Fee aixording to edheclule. ," L. b. _Plot plan showing lcZAtion•b1,lot-knit of,;biiildings on lir'emisebp, fe',atioaililp'td 'a*1ning premises or public streets or areas, and giving a detailed description of layout of property oust lie dgr�a on the diagram whhddh is part, of this application. c. 'lime work covered by this application may not be c nmenced before issuance of Building Pendt. d. Upon approval of this application. the Building Inspector will issue a Building Permit to die applicant. Such permit ahail be•kept on the premises available for inspection thtolglwut the work. e. No building shell be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLIC!ir1ON IS HEM Md11Lr to the Building Department for dw issuance of a Building Polon pursuant to the Building Zone Ordinance of the lbwo of Southold. Suffolk County, New York, and other applicable Law, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or dowlition, as herein described. lthe applicant agrees to comply with all applicable laws, ordinances, building code, hotting code, and regulations,;and to adult authorized inspectors ah premises and !n b•_ilding for necessary pectiona. C1ZoN 1N a✓1 C,dhvYrO�il cpasv�.nN� G.�,u 'LS .. .. ......................... (Signature of applicant. o naos', if a corporation) .. �?n (Mailing address of applicant)) State whetimer applicant is owner, lessee, 6;:)rchitect, engineer,*general contractor, electrician, pluober or Wilde ........... ..........................I.........................................................................I...... ...... Nam of ovner of premises ...... .XO.1..1. O-ds �7 1........ ... ............................................. (as on the tax roll. or latest deed) If applicant is a corporation, signature of duly autlhorizecl officer. .......................................................... (Name and title of corporate officer) Builders License No. ......................... Plucd)ers License No. ......................... Electricians License No. ..................... \ Other Trade's License No. .................... I. Ivcation of land on vhids proposed work will be done............................................................. .. �?.. .. 0�7 �? ....... .... .. louse Number Street U>rslet County Tax MapNo. 1000 Section ........�.�.�P..... Block ..02'......... 1.0t .W3S.......... Subdivision .r/.Fit' �c�4:1l..¢i. f:ll.�%f........ Filed Map No. J.'fZZ..... Lot ...Z.......... (Name) c. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Pxisting use and occupancy ... S��P`i.�. .. ............... b. Intended use and occupancy .....MY !f ................................................................ lbture of work (dwdttAiidt applicable)[ Ww Duilding .......... &MItion .......... Alteration ..X... Repair ............ Pa2ml ............. Demolition 7 .... .. �Nscription)................ Hatimsted Coat :Q fee... .(to be paid (xi filing thio applfcalfon) if &elling, timber of dwelling units .Q!(1� Motber of duelling units tln each floor Ifgarage, txnbter of cera ...................................... �. if Ixrshdess, comereial or mixedf oc03P6ncy, specify nature and extent of each type of use.......... ............ ' Dimensions of existing structures, if any: Front...3J�:3...... Rear Ilaight ..... .......... Mntx3r of Stories ..:GctlZ Dimensions o� _sa�tntcture with alterations or'mklitions: Prost 1 Depth .... M ....... tielgltt ... '�'i'G�...... Mnt�er of Storte M_erer .....YLl. 1. Dfi enalotm of entire new construction: Front ..... Rear Ilal tt !� ......................... Miniver of Stories 7 e . p 2 9. Size of lot,: Front .....LlC.:7� ..... Rear .....[.1.:.�....... iepth ...IOZ,u!.�/.(�/ -_ I(1. hate of 13rrdtase ..................... Hamm: of Former ....... 11. Zone or use district in%Aid% premises are situated ' 12. Does proposal construction violate any zoning low, or(Iinance or re dations "1 13. Will lot Ix regraded ..../.K.O.......... Will excess fill be renaved from premises: "�..p.1 14. fiance of Owner of 37C ....... Address . . JF��4•R�T�!'! fZR? Diane No.7la.".0time of Ardtitect �,r.. .'!! z¢c�s.lktlm...... Address Aifirrrlcrt. ...... ,. Phone No. 7344 ZSo .... ... ... Ntme of Contractor ..............:.................... Address ...............................Phone No. ....... ..... 15. is title property witch 300 feet.of a tidal wetland? a YES .......... NO ......... e1F YES, SMUD MM 14Z1lS1 4 Hlliitrr MAY In Itq(it1IRF.b. PLOT DIAGRAM - Tecate clearly and distinctly all buildings, wbetber existing or proposed, and indicate all setback dimensions from property, linea. Give street and block oulber or descripti %Amther Interior or corner lot. on according to deed, and allow street namearxf irxlicote 'Milt Ol= Nei Yt11tK, MS (111N11 UI+ ...........c....�...�....AAerr F...++�#4A.9rz....................Ix-infl July bourn, delxt»es adxl says Lhat he is Live appH(umc (Nmn of Individual signing contract) sibove nmed, ... .......... ......... ........ ..... Ile is Lite ....... (Cattractor,. corpornte. . officer, etc.)........................... ............... .. of said ()user or owners, find is duly authorized to.pertonn or have irerf0rn1e(1 Lite said work mxl to rmke anal file this alp>I icnticn; lint all statenents contained in this application are true to the best of-his knowledge Ovid belief; orxi that (lie work will be performed In Lite tmnuer get forth in Lire npplication filed therewith. Sworn to before me Lilts ��. ....(In of :: ......:.i9. /. . Notary Public ..... ... .. (Sigdvlltrre of Appl.icmtt) ' JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12,1>l I �Ol°t2S��.NErJ I 1,tCGI t1T5 I _ - 2'2x8 CT11�r Ile i h I J hl .NSW FLVJC P ,]lJGflBCE�._.. ' OK zo tj � � { a�0 Ap � I +`L;ON!>U(.,T7AY.4 ej6rtAC9R S - 022339 _-t -zt Z 9' OF t;�� SURVEY OF LOT #2 SECTION 6 MAP OF BE I XEDON ESTATES 51 TUA~,TE 5OUTHOLD TOWN OF 5OUTHOLD SUFFOLK COUNTY, N.Y. \ MAP OF SEIXEDON ESTATES FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MARCH I6, 1946 AS MAP #14-12 ® / 'Q� SURVEYED 0'7 - 117 - 95 SUFFOLK COUNTY TAX MAP 1000 66 2 55 CERTIFIED TO: C� JOY ALE551 DIME SAVINGS BANK 0 1Qr1 tl� GOMMONAEALTH LAND TITLE INSURANCE COMPANY tAd 20 ��o�� \-v(O 55 �cty f NOTES: 5� 5E etiP6'�s F�EO �1��� V`�� _ •�O� Q DENOTES PIPE FOUND DENOTES LINE OF CEDARS P,pq S S�p0 _ \ / j 110 A0 ( E lo\ do V to o °2 N(7 45.16' �y' �� F ,f o (G`' N42°23'38"W li Y' Er c i c'7 ��� N-76055'5-7"N 6.2a' Sia LAI N55010'58"w N.Y.S. LIC. NO. 50202 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REFERENCE # 98-0207 12 - 10"1' � I 4 J ST Z � ♦V I -- F Ex1571 NG � I — �,f 41 4„t 2,2••' 4'- 4 ' er —_ —t”' � 2- ij��l-nK 9�/Z• MIC2r V1^1 LVL 3 57 f, u Ga57 i i 10 U � _ - �)�T(NG EKf SjI�IG --'�_-- - -PEM IG 1]'G HSN iI i z � _ + - I i 3 � Banff No 1 �' -- — I LT room 1 � I f it I I I � I e +s I `)ti.) a cover Y'orcc y !APPROVED AS NOTED w 3� RR9 op# aS5'7o � Pg; W. C U 1 •d GA=T I :r .!p_�1 t .�-- �a�JE�7 C y Q DEI 716.1 • AM TO 4 FOR HE 7MI0 2 9 AM - " N61N/PECTRNI6: �t�+ �@ �9 '�"�y T FOUNDATION - TWO REQUIRED __- —_ _- _2.'. ROU 1/BION O t PLUMBING all USE IS UNLAWFUL 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET WITHOUT CERTIFICKTE THE REQUIREMENTS OF THE NY OF OCCUPI ➢ id� STATE CONSTRUCTION ENERGY CODES NOT RESPONSIBLE f OR YilSb DESIGN OR CONSTRUCTION ERRS -91 "to Ape C .1 _A- t4' �INSCy �� ---------------- ---- -/---- --- --- g V ,�J�-p n1G �/L(C� IdU(_% l'GC Cn2D - hOraGItSG'�.?�d..> � . G -------- -- ---- -------- ----------- ' r N1 Rtf r T�cdr -�aEw 7a�rc 119 sz _ S q�, 022339 A� T ('UJNI�/3'j'It�+i1 �'ll?S'� FL�YZ PLtpU - I 1 I °T a.l�u�s srDrznt,� - - I I 1 I , Ht .50 - I', . IStAa�GG• � ; 5rQ bye I I ` : I � 1 I 1/41I :"IL o t �� - 1 I, IT I { I I [ Fill cup or - lininO condsction 1 { . ,, _ -}` l• P84ckllow pmvemor 1 comrol valvas - f ISP To Sao 1=LPGit is! f i ' ---4 - t'`}uPf?orA '� l� CIt,pca -1 xn sheeted emA , t g _ Expansfbn I thambarr - In { -- , - - - VaWs - lrI � se Naaledar Arracgenowl of K PPIY Piping wig backilow device for anti-hpoe ayaam - - SD I —I O fl a VVI FLOW StNl ' T (D Ob � a +1 ` ' © PLS-c3sQQ Ufa E m ! , � Y �i � l (j ED LZOC:fYN ` i14: i CZOLti/aLY� i`' so21uKLEa, See PETQtt- Fria r, - I H4T5 - - - I C C ,I i { - i 4' SPRIhkKtER MOTES ' i I ALL NOTES BELOW PERTAIN TO NFPA 13 1991 EDITION.EXCEPT AS OTHERWISE NOTED., _ E K1BT WRCl1 : ] 71415 SPRINKLER SYSTEM 15 HYDRAULICALLY BALANCED AS PER AOCOMPMIYMG--" - I ATI AND N 6-4. THE INSTALLATION, COMPONENTS, � 9 6421NG,SPACING, LOCATION, POSITION AND TYPE„ OF SYSTEM 5HALL fr1,OpF01¢"L TO CHAPTERS 3, 4;AND S. 3, AS PER CHAPTER] OF NEPA 13,1901 EDITION,ALL ECNPTTENT SHALL BE LISMO • OR APPROVED FOR FIRE PROTECTION SERVICE. a SPRINKLERS ARE TO BE PROTECTED,AGAINST FREEZING AND INNRY AS PER SECTION ' z I 4 5 d PROPERTY OWNER I6 TO MAINTAIN A MINI "OF 40' F, IN ALL AREAS Co WET PIPING. " 1 _ 5 INSPECTION AND TEST OF SPRINKLER ST6TEM 6HALL BE CONWCTED AS bPEGIFIEP INT ' 1 6. THE occuPANCY OF THE AREAS TO BE SPRItiCLED SHALL BECHAPTER A IN ACCORDANCE WIT e R - ANS. '—� SPECIFIED ON PLANS. ND AS SPEC) E � SEG ION LLT A e SICCA SPEOIF CATIONS, ¢Y.ST�M TEST PIPES,PROTE ICN AOAINS�`:�.f'sA.RROSION, r - 1' r1 I WATER Sl1PPLL" TEST PIP AND GAWE9 SPINEL BE PROVIDED A�aalcCIFIED IN - _ beam or DRAIN DANCE WITH NFP.{• 1 AGE.FITTING6.YAL1')AS HMK+ERS,GUARDS ANL4EHIELDb 5HALL Normal wrdln TO Gk HEAD WILL BE FURNISHED AS SECTION] 2T (REOhJIREDd 1' - " 9 6TOa�'N[.6 EXTRA.SPR) 1 " I loaf lace FOR jT"f1CH TEMPERA INGI 1. WT PIER 4. . . - I I I0 SPALfMIISi. LOGATION,NAR" ;,i )TION OF SPRINKLER NEAD9�WILL BE M ACCORDANCE; J ECTOR TO I Coach screw rod io ? i I 1 I] DISTE OF SPRINKLAER6 FROM HEAT 50JRCESFSHABa IH,AWORDANCE WIETHTTE . { iL 43)4'4A 1B. Y I3 DalAlIII TO C NFORM TO SECTION 4.63 'i' E%1 ST)µDI S� tX 1$T �G.}CH€wt :a ALL IANLVES SHALL BE IDENTIFIED A5 RL'fi ',j�}-3ECTIdN]•'l3. ,, 15 ALI.,txfiCVE CONNECTIONS TO WATER SUPPL 'V1 THE OJPPLT,,ftf"bPRIkCl,ER6 '{ DEN SHA64`+BE APPROVED OD.4Y,OR APP IL'ATOR TTPE AS,PER SECTION]-i7L +1^` ''I I j 6 DRAa'11'ALY56 AND TEST VALVEb bHALL ROVED TYPE AS NmNnal pipe size -j - - ---- 1 n H !!5 SHALL BE.OF A TYPE APPROVED' , 'USE WITH T]+E PIPE OR TUBE 1rjVOLyED IN iledbQDANOE WITH SECTION 3.6_. PR(,}f51ON5 bHOUI. ¢E MADE TO FACILITATE FLUSHING b76TEM PIPING BY F'RDVI — I 1 I Ig 5PRINKLERL MANASP , MI APF'ROVED'TYPEN A�PEk SECTION 4G O i - CRDS9 MAIN A9 PER SECTION 4-4=Id.lb. N a I - ti, IB" nINV1PTyLEARMAGE TO.bELEa119PR1` 'LECTOR A5 PER SECTION 4'-4.1k, j - 30. TEMPERANRE RATINGS SHALL COMPLY WTH BELTIDN 4313, r .. ' m •. coma EY1bRe ] Installaeon q(acoach scmw rodm Oe Dptiv ola beam ]] IjNDE RO.tND' PING 15700E SUPPORTED WITH ODDI�i „ IAC AN Z3 GURB00X VSRNFPA ]4 ft99] EDITION!REOUIREHENTS. BLQCXJ ^c - -:. i -: M� 111E �ITH hTwA - --- - - - - _ q{,YE l5 TO BE PROVIDED 4S PER NFPA 24 E,rl9] EDITION). s -I 14 INTERGOI:PIELTION OF ALABY RM I]EYtoES TAS PER FP FIk4 yKl-AR"I gY3TEM 5HALL + 15 ALL REQUIRED SIGNAGE SHALL BE PROVIDED IN.ACLObtD ]b ALL PIPE TO BE A9 FOLLOWS, MAINS ]15 + LAIY..EER E K.STEEL ECHE I I _ BRANCHES ] 4 SMAC T4 B{t BI:ACK SiF�EI SCHECJ 4�Vt1Dlf.`( 21, ALL FITTINGS TO BE AS FOLLOWS, MAINS]'ry LLA Ee VED 1'IrTI G ' 1 I R+SD 11 GM7�YOpWV �{ NEW - _ BRANGHE4 '! 1 eMA1Ck"ER T6�CI TH DYp ti "T of O ]5, "CONTRACTLfR'S MATERIAL AND TEST CERTIFI TES FOR ABOVE GROUND �]Pk TO APPROVAL OF THE INSTALLATION. { IO APF�IGABGE)IINDER - _ J� GROUND PIPE" BHAt21 tSUBMITTED TO THE 'FIRE M PAL 1 ful"i TD IDT FLADCL I 11 CELL6fi { •-� GI ® �� l LLY4Cy4 R GM w At re / `E -�O VY PROFEEEta" f \ N I ® so ! - Revision no. ➢ata ;E -i SP -_— i EILIST C�lil�'C2 li i I` AD 1-14LL ESC ®TS NC4 - Contr}ctor SENtY SHtNNECocxRORtfI4LERB�t` "�v _1 ff ' I I 1711)+fJ Ct +7+�Ix'I Hydraulic Caltulationa kiAMPPON AYS NY 41946 1 �'� DS i n Data DE$CRIF17ON - - - RuJecl .;.N ,620 ALLESSI ROGERS A(ISE Yin^,: p"nlJnpa an}amp s 1. Occupancy Claimilicart RESIDENTAL - , SYMBOL TO BE RELIABLEMO G4:: - - T7TjB�'[ELD NBW 1 ° ! I - 2.Area of Application: 1&2 HEADS IN ROOM " '`?iORIFICE='/a'"1t1iREAD SIZE-5.62 KFACTOR-243 G.F g P .ry.rink�r Hand: 14 O&# (? ADS T[)BE RELIABLE MODEL FI RATED) a"' Drawing tine. I TI oCOVISRA - Coverage per X14 � �1SR�E:G'fIE - I - _--__, _. _.'_. __ _ . . -;..I i. iP . -ad - _ . _ -I .. -•. 't` ,i - RESIDENTIALSPRB�LER 5. No.of Sprioll Caktidated: 3&2 39 KFACTOR (1 �j` � -'^ �V4� !' L� 6.a Node Btimaad:2d,26 GPM Qa.'4203 pai . i ,�`r 1 NNW IN P1.&ti.1 1 A SZ REFERENCE POINT ' TILIC. " _ a r ti I I IF � 1 iNy�{� 4 4w...—. A4 F IF Aw 7 n 5 ��.t41"4 r, e.Rk`P1A1�„uPi �'f fx�!}7fiyd� x w :a r~� dk o r`f�i rv•' r i h �N 4; i � A P ii 1, 41 {Y,r - - � - Ant",,* pf r a :� bM1ma -I r 1 9+0 L1, tY 1 , IF nO 12 FF ol I 0I i 4> r i� ,`!a+1x1i,4 1 I PlrtislEe _ I lo "��Q►.Ng`M I r .' '..- r r : moi. 'i •., ..Ii! I � .5 �.1� } r, o-,.1 Ill„ -' - - _ " 'r - - 1 _ t . - - - - - 1I . 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W� - - 11, �VI"F” I _ - sIl „3 ,� fp _�Si-P 1 I _ -_IN L� T” f=o r owwG 'T'rl:�fS 'FS _PFI . . r � , , 'ary\; ;1, 1Crmc�S vil"I ivr AS �E#q-WN ©�. GAF3t ars , fdlC �1aL ..Z.A1 I S . (f+�T�t�r k�,f .�+L7, -. L I!a- !r D�ky 72EFrYIINI AR45- —_ _ , h q h¢ I r IF I Ill - 11PULa �J TYPE,t fF, APi'KauGa? GY; � O4 6FT _ _ rr� , m d 1�.p.: "S.P°11,EK4 _-_5 ,, Tran. <I � t � � :�F, I � * " 1, F': AV1a -STA_t2 wm FIfL - - -. - - w : . ;z.: ' . S:... : :_ M. _ TD- -.._,.. . lx' d... ' t7F!a? _.'4slE�d � w� l�pWS� � "ti, 4= ,. l Nl Elk ];II T�L - ,7� lur . TI. , 5 . eAft ; , y 1 /tAi ,. ', ClJNY7c il �pNSV1 Cr ��f ks eSVIr be�b ". '; , ; t " 'k-�Y�i3� ._f tC� . `f .'.INS . rrF _# PKJ, : .;: = - - -- - - - - _ '/���r�r� p ! 1L i«fidfG1K ... .Sy.. _ C ' _ rtrn GENERAL NOI ES {�.�.��y'��;�� y'{ - j1 I I � ?2 , t, k.�4eyfsxae,;a NT,�i�i \ - _ _ a _ :'•„I', t :r41 , iy { _ , ' :.,I �. , e _ Y� ',M:y �, is f:�h, 1 . rF p �!�� L7 I - 1 ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN - - _ 1 - ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING ' - , {, 1 „ i ,'' „ 1"4x6 p�i - , t � $r.., , CODE, AND THE NEW YORK STATE ENERGY CONSERVATIONI -. - __. , .' . : ',.'I , - .,.' ,— r_Zx`,$- . ✓'�. - - .-,,,4 _ -' CODE,AND LOCAL AUTHORITIES . � ',�.-=z-O'..' P! R4YSH$t'1 . I;, ,,., " -- _ f '^ "$IT.M•&i , � F. ' ''. e r .v _ _ ma�yy .., j,� _ . {� a1 v L.,.L'-. � +.; „ ', .. : ,,. • ' . ," HIGH , . ' ' ...` � :_,� `r, :' r, p, ,) � .=rya 2, ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM ¢' " ' ' {:%i,' '�" c. .rr: - '' - - - - - - - - - (1:#;a�'Y� I 'r f li r.' 28 DAY STRENGTH OF 3000 PSI !s^TL`1'I P•� �rfj`•:., ."-� ._ - , , - ' 4 j + *:'.,k J ,i�,(r ¢fi , _ I _�I. 1 r - _ 11 " %�W�L"^'M-'tr 4 i '(�` �'� 3. ALL LUMBER SHALL BE OF STRUCTURAL GRADE N2 OR BETTER, _ r! , - _ , . ., - I ., I +ii DOUGLAS FIR-LARCH. - - _ . .I f 6 �� " ` . `Y ,I I- ' ~v '' v""^� - '. "r + , { __ 1: v''`.:_i _ _ i r Imo, ' :'l 'x°' e' ;.-,7 Fb - 1450 PSI ,`i''. a j-�'^ _ � ' I w - a 4 �ycx�F� E- 7,700,000 PSI - - , - _ IF n 4. PROVIDE DOUBLE HEADEFlS AND TRIMMERS AT ALL STAIR AND _ _�:;jJj_ -'r; FI-GOR OPENINGS, PO STS AND PARALLEL PARTITIONS. !:-ri a; jr-_ " , ( ,P, , � .' ,; ' r .',;;i :�,,,,,�' S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. �� -- ✓- - ( ' i '. ILI - - �00* SPACINGNOTTOEXCEED8.0FT. ... . - ._ - ,.' :, _ ,. r , L s l i ��! � 8. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY r . _ CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND I'� _ - _ I - - ` ORDERING OF MATERIALS. r THIS FOUNDATION HAS BEEN - - _ - _ _ : --- - - _ . ------�-r-, _ ii I ., , . �.,, `" 4� � o 1, DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2) TSF AND - � � � � --" _ � - � - _ _ � , �N w�- GRADES LES$ THAN 5%. CONTRACTOR SHALL VERIFY THAT i : THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE _ _ _ r - SLABS 70 BE COMPACTED TO 869/o RELATIVE DENSITY. _ I _ i 7. ALL HEADERS 4.0 FT IN LENGTH AND OVER TO BE SUPPORTED ,i S1' DOUBLE UPRIGHTS, 8.0 FT AND OVER BY TRIPLE UPRIGHTS. - - ' - ^+ ,L I - ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON .� + �C' w " - '" ^'' �fr ± �.v;,,.,, ,.? : - 1- DRAWING. - _ - -1----� _ .....s----"-.-2 �^'•t�fE� .l ..ze Xl !/tJ,C'ai. _ G�_Npl T70AI- e. DO NOT SCALE DRAWINGS. .'!^ ai_'. - 4� -r - .. '.--„ }J " r 8. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE L i ' ' 11 - - I NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR L L _ _ j - ADMINISTRATION OFTHIS CONSTRUCTION PROJECT. - " ' t0. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE - - - I CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A - - CONTRACT BETWEEN BUILDER AND OWNER. _ _ L 11 � "L ilj 11. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL - L _ L ' I BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK _ I - _ ' ' ' - - - - L I COUNTY DEPARTMENT OF HEALTH, - I - r r I I _ . . I 12. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH ' L j L - _ _ - V ; THE NEW YORK STATE ENERGY CONSERVATION CODE. - _ _ - a lli� - 13 IT IS SUGGESTED THAT A CONSTRUCTION BUDGET : � , , , _ ' _ _ _ _ _ ' CONTINGENCY OF FIVE (5) PERCENT BE ALLOTTED To ACCOUNT - - _ " ,'v„',� , -,: ”, - k ; ' FOR INEVITABLE ERRORS ANO OMISSIONS. I L - _ • - .r I 1 1 _ _ - - y ,,y,,1,J. �y pp.�, ' + _ cam-M ...,n'r , 1 I - _ PE,O /IAC r - _ %v 'g'"- n✓�w,E:`, - `'r:aIF 14. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED � I j . AND SPECIFIED BY OTHERS. , - VNSC b �„"`- '0M�j _ _ - - f '` 16. ALL STRUCTURAL STEEL TO BE ASTM A38 WITH ONE COAT I . ' ' '- " L - A ', EPDXY PAINT. ALL FASTENERS TO BE ASTM A'325 80LTS, 3/4" - ' +' ri' ' ' - 'r • - - - .'._r - - I is , I _ s c r "pDIAMETER . , ' _ �-. , is Y :w:X _r.,="„ _ _ .�.:. :n v S '. I y y _ - ! - 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE I _ pay, NECESSARY 70 PROTECT THE ENGINEER AND OWNER. - - — ' .. " • _ r'" ,:x,,:,, + c , „> ! - .i;i,>r ' r �p :Q2233J4 17. DON "- -. . _, - ''' oR Mg ' . I...,;. "-r: ,, . jrF - OT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR '_' - ` ' ' I - + �11 ` - -- - - .. - - SYS EM INS .. - : '( :.;, - ., `., '. - e.., , s - .- nr.rL. ., k + ,. 1., T TALLATION IS COMPLETE. _ _ . .' - . _, ' ' r . - _ _ .,.. ',;r -> ., . ¢".' . , .r,.. _ . W:`. ` :r: '=;,r a .r [' .. F ..F� ,l, 1. . _ : _ .. , ., '. a r,i• t .. ., _ e I'. '., :IF, ,_.o f?.� T'r 1 .,, _ �. i ' .:. LL a .. -. L . , a .. . . r l ! . I IF - . r f , , - , y. i s x r s 7 d Id k tAFrFe ao PLAN \ SJei�J°y�t HOW c -a i! 6 \ y a 1 l:1++svuM�iaa i Glf -P- �J f i 1 PLY wo ' aST7uG. c:I vuuu tz.avwl , \ L� a F �!9J'11t7F 4 4- — I F. 1 I 1 r V I I I E I An INS ` �.VS 40 Je i 0223 cr or HS — i 7 1