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zr�.+s �SUFFOI,tC Town of Southold oaP o� 9/10/2020 y� P.O.Box 1179 a d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41428 Date: 9/10/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 9045 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/1/2019 pursuant to which Building Permit No. 44273 dated 10/10/2019 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: accessorygarage with half bath, pergola and unfinished non-sleeping non-habitable storage on second level as applied for. The certificate is issued to Kilbride,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0101 8/31/2020 ELECTRICAL CERTIFICATE NO. 44273 6/23/2020 PLUMBERS CERTIFICATION DATED 6/29/2020 ' Enden d oo;ma-tur'e TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44273 Date: 10/10/2019 Permission is hereby granted to: Kilbride, Kathleen PO BOX 192 Cutchogue, NY 11935 To: construct an accessory garage as applied for per SCHD approval. At premises located at: 9045 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 118.4-14.1 Pursuant to application dated 10/1/2019 and approved by the Building Inspector. To expire on 4/10/2021. Fees: ACCESSORY $646.00 CO -AC ORY BUILDING $50.00 $696.00 f Buil ing I ector Form NoA TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or . topographic features. 2. Final Approval fi-orn Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5.. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate suuvey 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$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2.' Certificate of Occupancy on Pre-existing Building-,$100.00 3. Copy of Certificate of Occupancy-$.25 4.. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. September 25, 2019 New Construction: Old or Pre-existing Building: (check one) Location of Property: 9045 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Kathleen B. Kilbride Suffolk County Tax Map No 1000, Section 118 Block 04 Lot 14.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate ��-- Final Certificate: X (check one) Fee Submitted: $ *App Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1917 I,h41- ���/f /I !�l x sidin aty, B / l g (Print property owners name @ (Mailing Address) o hereby authorize Tom Samuels (Agent) to apply on my behalf to the Southold Building Department. L al,!, (Owner's Sign tore (Date) 2,?- 24 el (Print Owner's Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ® �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kathleen Killbride Address: 9045 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 44273 Section- 118 Block: 4 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No- 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heater 3' Duplec Recpt 18 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt Wall Fixtures 4 Smoke Detectors_ Main Panel A/C Condenser 1 Single Recpt 2 Recessed Fixtures 1 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Car Charger 50A Emergency Fixtures Time Clocks Disconnect Switches 13 4'LED Exit Fixtures Pump Other Equipment: 15A ARC-1, 20A ARC- 5, 20A Combo- 1 Notes: Garage w/ Bathroom and Finished Upstairs Inspector Signature. Date: June 23, 2020 S.Devlin-Cert Electrical Compliance Form.xls of O'U'r' Town[fall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOU"MOLID CERTIFICATION Date: Building Permit No. I Ovvner: ' ' Ovc K46Je (Please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 Of 1% lead. (Plumbers Signatum) Sworn to before me this 20U -- 110HIflos AO NMOjL Notary PubYG�k('4}tu11v �Nw6nno,? JONATHAN ARSLANIAN 6960-1 L61 f XN'pjoqjnoS Notary Public State Of New York 6LIT xOg'O'd NO,OIAR6379033 Z096-99LUE xud Qualified in New York County PBON u'BW 9LEtg 'H uAkOL ZOS 1-99L(IEW 0qffiA;PmnIiISfOn Expires Aug,6, 20 xouuv IlL A 17 - 3 2020 BUILDING DEPT. T07PI 1 1��'r-:,JTHOLD OF SOUL - # # TOWN- OF ZOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPEC. ON [ FOUNDATION 1ST [ -ROUGH PLBG. [ ] FOUNDATION 2ND = . f ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ "] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ Q vcp DATE 17 INSPECTOR q4v so TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION j I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL J -] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION- FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: . 6) "Alok DATE -VfA/ INSPECTOR L/L/ pF SOUTHL1773 q0ti S "et-S g-V TOWN OF SOUTHOLD.BUILDING DEPT. �`ycouxn, �� 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH'PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING/-STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: Q_dcl og co ZA DATE �L� INSPECTOR # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/C/AULKING [ ] FRAMING /STRAPPING [ ] I FINAL p� •�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a VIL9 vVW)Vlr, Com• dte.. -� �,v nq vt," I lr_ 9 Raw qs w t V DATE INSPECTOR laf SOUIyo� L 1 � 73 �V —( # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ f ROUGH PLBG. [ ] FOUNDATION 2ND _ [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) YA ELECTRICAL (FINAL) �.� k [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 9045 Nassau Point Road, Cutchogue,NY 11935 Test Date 8/19/2020 Building Permit#: 44273 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 156 1404 ❑ sealed Attic 2nd 617 7625 *The conditioned floor area of dwelling is calculated in 3rd 0, accordance with ANSI Z765,except that conditioned floor Attic 0 1. re dudes areas wher the ceiling height is less than 5 Total Volume 9029 ft' CFM @50 pa 918.41' Air changes/hr 5 pa 6.10 Code Compliance: Fail Duct Tightness: Post Constructio -total D ge System-1: °' Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: System-2: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. 9 Signature: --' Date: 8/18/2020 Christopher Silvia,Home Energy Solutions Building Envelope and Duct Tightness Report 2015 JECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 9045 Nassau Point Road,Cutchogue,NY 11935 Test Date 8/19/2020 Building Permit#: 44273 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Ti htness Volume Calculation Check if: Floor -) Area ' Height Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 156 1404 ❑ Sealed Attic 2nd 617 7625 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except tha nditioned floor Attic 0 re 'ncludes areas w re the ceilin ei ht is less than 5 Total Volume 9029 ft. CFM @50 pa 918.4 Air changes/hr 5 pa 6.10 Code Co pliance: Fail Duct Tightness: Post Construction -Total Duct Leakage System-1: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 W CFA Code Compliance: System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 8/18/2020 Christopher Silvia,Home Energy Solutions NEW YORK HOME ENERGY SOLUTION INSPECTION FORM DATE Zo`Lo ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C.V. Address ❑ Dishwasher ❑ CW ❑ Oven PPM Imo ' wry �y ❑ Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl ❑ Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER 1 #Systems Window U SHGC • sl GSHP Tons BTU TESTS: CAZ TESTING: Blower Door i 3 C , � 4 O Base Test Draft @ Flue Ducts 1St FL d FL Fan Simulated CFM Missing Gas Leak ❑ Y ❑1 N Where Venting Type N S M �✓�P I�o•`1'�fV✓T Comments: I CID HES Representative 1 �_ Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. N� EW YORK HOME ENERGY SOLUTION INSPECTION FORM ' I DATE ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C.V. Address �Ow� tJaSS� j2pi*J- ❑ Dishwasher ❑ CW ❑ Oven PPM . P ❑ Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl ❑ Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER #Systems I Window U SHGC 1 sp I- GSHP Tons BTU jbl - q()M 4� _-_& TESTS: CAZ TESTING: Blower Door Base Test Draft @ Flue Ducts 1 st FL 2 d FL M Fan Simulated CFM Missing Gas Leak ❑ Y ❑ N- Where Venting Type N S M Comments: e HES Representative Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. 7 _ T To 11 ,I n i I t _ ..,� : ' �,-.; { �� A i r � > 1 1 y 1 T /�„ � I Yi � � � ____. � 1 . ,_ ... _,,,.�''�r. � r r � - i i�� i � � � � 4' �� , , '�. � ' � i '� - (. 1 � . ,_ { li 1s a' t � ,r}� `, ,,. - ., . _ s. 1 i ! 1 f 1 1 ! 1 I I ! i 1 � 1 Q F' 6 Z096-99L(1£9)xu3 Z081-99L(i£9)auoydaiaL xauud JILH UAXOL S A M U E L S & S T E E L M A N March 16, 2020 + MAR 1 7 p020 Southold Town Building Department Main Road Southold, NY 11971 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue BP#44273 1 am administering the construction of the above referenced project, have inspected the plumbing, and hereby certify that it meets or exceeds the requirements of the Building Code and the Construction Documents approved by the Town. Thank you, OELS CP �v O U �► UJ aCo r p � Tom s ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL S A M U E L S & S T E E L M A N February 25, 2020 Southold Town Building Department FEB 2 5 2020 Main Road Southold, NY 11971 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue BP#44273 1 am administering the construction of the above referenced project, have inspected the framing, and hereby certify that it meets or exceeds the requirements of the Building Code and the Construction Documents approved by the Town. The structure is hereby approved for insulation. Thank you, NoRK coo . a k2 U Tom Sa �Ec151� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N March 10, 2020 Southold Town Building Department Main Road Southold, NY 11974 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue BP#44273 1 am administering the construction of the above referenced project, and have inspected ` the installed insulation. I hereby certify that it meets or exceeds the design per the Construction Documents and the ResCheck calculation submitted for the building permit, and the requirements of the Building Code. The structure is hereby approved for interior wall finish. Thank you, s NEW ro j ! - MAR 1 3 2020 � c sq 018350-1 Tom amuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 INSPECTION P• • COMMENTS IL FOUNDATION(IST) 1 Emu ROUGH FRAMING& PLUMBING 11 0 97m ` I - l''• ill = WARMW • - ENERGYINSULATI STATE .D . ADDITIONAL Siam ij fff IIAE�' To will L own l / I A 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)765-1$02 Planning Board approval FAX: (631)765-9502 (�� Survey SoutholdTown.NorthFork.net PERMIT NO. -I Check Septic Form N.Y.S.D.E.C• \� v Trustees `r \� Flood Permit Examined 20 �. \� Storm-Vater Assessment Form O Contact: Samuels& Steelman Architects Approved 20� '; ®�' a,, Mail to: 35 Main Road Disapproved a/c �' t� f? utc ogue, Phone: 631 734-6405 Expiration 20 nspe or ` APPLICATION FOR BUILDIN HT Date September 25, 20 19 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. JI'll ob (Siga ure o app rcan o ame,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer, general contractor,electrician,plumber or builder Architect Name o_f owner of premises Kathleen B. Kilbride (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: 9045 Nassau Point Road Cutchogue House Number Street• '�' ,.a'< ;,-; ;y;; r .5 -� ., - "` Hamlet • ,i,,�j'('r i_)„i,,i;,� i Ji %i t,.ie ZZ,.l1,. County Tax Map No. 1000 Section,-."," !A13,16.6 Lot 14.1 Subdivisionaided lap No. --= Lot ---- • ;iC,!ati' ,•' r: 'ii �;, i ��; ;,lr,,,.,,:�� rr ��1;Is , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Non-habitable Accessory Building b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition Alteration . Repair Removal Demolition Other Work $200,000 (Description) 4. Estimated Cost Fee ---- ' (To be paid o filing this application) 5. If dwelling,number of dwelling units '-' Number of dwelling units on eaefloor If garage, number of cars 2 ,:1A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. - --- 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 37' Rear 37' Depth 25' Height 21'-9" Number of Stories two 9. Size of lot: Front 107.76' Rear 101.01' Depth 428.44' 10. Date of Purchase Name of Former Owner 1 l.Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES Nov 13. Will lot be re-graded?YES NW Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Kathleen B Kilbride Address PO Box 192, CutchoquRhone No. 631 734-2354 Name of Architect Tom Samuels Address25235 Main Road,Cutchoaue Phone No 631 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT, .MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?*YES V NO IF YES,D.E.C.PERMITS MAY BE REQUIRED. ) 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS.. COUNTY OF Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 day of 20 LAUREN M MCKISSICKKAkwd o ,y -NOTARY PUBLIC-STATE OF MAWM pplicant No.01MC6342306 qualified in Suffolk County Q" My Commission Expires May 23,2020 New York State Department of'Environmental Conservation AM Division of Environmental.Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 FAX: (631)444-0360 John P.Cahill LETTER OF NON JURISDICTION-TIDAL !WETLANDS Commissioner Mr. And Mrs. David Kilbride January 16, 2001 560 Carter Street New Canaan CT 06840 Re: Application #1-4738-02806/00001 Property at 9045 Nassau Point Road Nassau Point, NY SCTM #1000-118-04-14.1 Dear Mr. and Mrs. Kilbride:: Based on the information you have submitted, this Department has determined that the property landward'of the bulkhead greater than 100' in length, constructed prior to 8/20/77 as shown on the Tidal Wetlands Map #714-540 is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure'that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may'include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Mark Carrara ' Permit Administrator cc_: Thomas C. Samuels BMHP file Scott A. Fussell DSu1FQ'rv0 STOIRJMIWAT]EIR� SUPERVISOR 0NIIANAGG]EM LENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TILS PROJECT INVOLVE ANY OF THE ]FOLL01VIING. Yes No (CHECK ALL THAT-APPLY) ❑❑x A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[317. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP!, Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date• D1,trict NAME Tom Samuels 118 04 14.1 09/ 25 /2019 prm`W°'V - Section Block � Lot - ---- '`�` ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631 734 6405 ,rd,ph. NumMrl Reviewed By: — — — — — — — — — — — — — — — — Date: Property_ Address/Location of Construction Work: — — — — — — — — — — — — — — — — 9045 Nassau Point Road, Approved for processing Building Permit. Stormwater Management ConU-ol Plan Not Required. Cutchogue, NY Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 � ` . BUILDING DEPARTMENT-Electrical nspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO BoM7§ 5 2020 Southold, New York 11971-0959 �4 Telephone (631) 765-1802 - FAX (631) 765=9502° -- - roger ra Qsoutholdtownny.gov- seandiQsoutholdtownny.gov ; APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATIONI (Ali Information Required) Date; 02 CQO Company Name: l e, L� oG ���, tc - Name: License No.. `3 �j L email: C L ® S 'S J1 0 C Address: x t Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: p(( IHSS cA Q Po, n Cross Street: Phone No.: Bldg.Permit#: email: ' Tax Map District:_ 1000 Section: Block: Lot: 1 BRIEF Dp�E,�SCRI TION OF WORK (Please Print Clearly) & Avg {j su q � Circle All That Apply: Is job ready for inspection?: YES / NORough In Final Do you need a Temp Certificate?: YES / !O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: .PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis 1 BUILDING DEPARTMENT- Electrical Inspector Xv TOWN OF SOUTHOLD - ;': Town Hall Annex - 54375 Main Road - PO BoiliN 5 2020 ? _•� Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Fog err(bsoutholdtown ny.gov - seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION! ELECTRICIAN INFORMATION (Au Information Required) Date: �` J 6100 Company Name: {_�, Li �fit4 oG S' Name: License No.. _3` >> M O email: L O J 0 C rt/t/1 G 0 H,( Address: S-a- Phone No.. JOB SITE, INFORMATION (All Information Required) Name: Address: COL{ ASS A u� Pot ,' + Cross Street: Phone No.: Bldg.Permit#• email: Tax Map District: 1000 Section: y Block: Lot- f BRIEF DESCRI TION OF WORK (Please Print Clearly) Su L L4-JZ MA r, �0 cc�� - (i ��A n �O �� ems, r n r S Circle All That Apply: Is fob ready for inspection? YES / NO Rough In Final Do you need a Temp Certificate?: YES / 10 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form xts PERMIT# Address: Switches Outlets G F I's Surface Sconces I� H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service goo - Carbon Micro Generator Combo 1 Cooktop Transfer AC AH Mini Special: Comments -9,0 I5- S-A I �� - [ aer r •f Town Hall Annex .� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 i' � : Southold, NY 11971-0959 ' , f BUILDING DEPARTMENT NOTICE OF.UTILIZATION OF TRUSS TYPE,CONSTRUCTIONo'PRE-ENGINEERED ` WOOD CONSTRUCTION-AND/OR TIMBER CONSTRUCTION ` = Date: September 25, 2019 - E Owner: Kathleen B. Kilbride Location of Property: 9045 Nassau Point Road, Cutchogue Please take notice that the (check applicable line): X New commercial or residential"structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize f (check applicable line): Truss type construction (TT) ; X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) >o Signature:. - Tom Samuels, Samuels & Steelman Architects Name (person submitting this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 -- 611 DIAMETER --�► z ammwREFLECTIVE WHITE REFLECTIVE RED PANT NE#187 / 11211 The construction type STROKE . designation shall be ccl179 &611199 66111159 qV"or acVel to indicate the construction cllassification of the structure under DESIGNATION FOR STRUCTURAL. section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION- "F95 FLOOR FRAMING, IN ■ ■ GIRDERS AND SEAMS ■ ■ }} "1191 ROOF FRAMING a! i 71,r 'f:R ��FR!! FLOOR AND ROOF FRAMING STANDARDS AND CODES 0- S A M U E L S & S T E E L M A N December 21, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue BP#""273 1 am administering the construction of the above referenced project, have inspected the foundation, and hereby certify that it meets the requirements of the Building Code and the Construction Documents approved by the Town. The department will receive an as- built survey under separate cover. The structure is hereby approved for framing. Thank you, -(OR � DEC 2 6 2019 h • i5 cn O TO ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N September 26, 2019 Southold Town Building Department Main Road Southold, NY 11971 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue We hereby apply for a Building Permit for a new Accessory Building at the Kilbride Residence. The project includes a two story non-habitable accessory building, with Garage on first floor and Storage above. It also includes an attached open trellis structure. The structure is well beyond the jurisdiction of the Southold Town Trustees. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Survey 4. NYS DEC Letter of Non-Jurisdiction 5. SCDHS sanitary permit 6. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 7. REScheck Version 4.6.3 Compliance Certificate 8. Notice of Utilization of Pre-engineered wood construction 9. Application for Certificate of Occupancy 10. Authorization from Owner Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, 5 Tomamuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N March 4, 2020 Building Department LIAR a 5 2020 Town Hall Annex Main Road Southold, NY 11971 Re: Kilbride Accessory Building 9045 Nassau Point Road, Cutchogue BP#44273 Attn: John J. Jarski Attached find two (2) prints of FLOOR PLANS, revised to show a split HVAC system. That system will be the following: Mitsubishi, model# MSZ-FH15NA, 15,000 BTU ductless H2i Hyper Heat high efficiency wall mounted fan coil unit to be located on the second floor, together with Mitsubishi, model# MUZ-FH15NA, 15,000 BT, H2i Hyper Heat high efficiency outdoor heat pump condensing unit. The refrigerant is R-41 OA Puron non-ozone depleting environmentally compliant refrigerant. In-addition, the label of the second floor space, as shown on the SECOND FLOOR PLAN, has been revised to "Unhabitable Space/ Storage". It's usage will be consistent with permissible accessory uses, per Town code. Please update the project file accordingly. Thank you, uoxt4 - Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Pontino, Susan From: David Kilbride <dwkilbride@gmail.com> Sent: Sunday,August 02, 2020 2:22 PM To: Jarski,John Cc: Pontino, Susan Subject: Building Permit#44273 Attachments: IMG_4851 jpg;IMG_4858.JPG;IMG_4874 jpg;IMG_4887 jpg;IMG_4889 jpg;IMG_ 4890jpg John- Thank you for your oversight on our garage project during these most challenging times. We are eager to wrap it up and I wanted to confirm that you have some of the missing information identified during your final inspection on June 19, 2020. Maybe you have received some of this from Steven Kaplan. I am not clear on what he has sent to you, but I wanted to be sure you have in hand what you need. Attached to this email are images the following: 1) Your Inspection ticket from your visit on 6/19 with list of final requirements 2) Inspection ticket from Sean Devlin's final electrical inspection 3) Plumber's Solder Certification 4) Photo of hot water heater with copper pipe installed on relief valve extension as replacement for original pex installation 5) Two images of plywood storm shutters on premises cut and fitted and ready for installation for every glazed opening in accessory garage. Are the images#3 - #5 above sufficient to clear these items from your pending list? Do you need a hard copy of#3? Do you need to make another site inspection to verify#4 and#5? The "Energy Test Results with Manuals J & S" we are in the process of obtaining and I expect it will be forwarded to the Building Department this week. We are submitting additional paperwork to the Board of Health this week. They have completed their inspections. Upon receipt of the final paperwork they advise that they are ready to sign off. We will forward that documentation to the Building Department as soon as it is available. m-%F1 Is the outstanding,Electric Certificate something that is generated internally at your office as a result of the Final Electric Inspection or is some input or submission required by my contractors to finalize this? Thanks again for all of your assistance and for this smooth process. David Kilbride, property owner P. O. Box 1305 9045 Nassau Point Road Cutchogue, New York. 11935 203-228-o861 (Mobile) -preferred 631-734-2354 (home) 1 Pontino, Susan From: David Kilbride <dwkilbride@gmail.com> Sent: Monday,August 03, 2020 8:32 AM To: Jarski,John Cc: Pontino, Susan Subject: Re: Building Permit#44273 John- Further to the message below and regarding your"Energy Tests Results" item, Kolb Mechanical advises us that only Manual J is relevant. Do you agree? Thanks. Dave Kilbride PO Box 1305 9045 Nassau Point Road Cutchogue, NY 11935 203-228-0861 _ r On Aug 2, 2020, at 2:20 PM, David Kilbride<dwkilbride@gmail.com>wrote: John- Thank you for your oversight on our garage project during these most challenging times. We are eager to wrap it up and I wanted to confirm that you have some of the missing information identified during your final inspection on June 19, 2020. Maybe you have received some of this from Steven Kaplan. I am not clear on what he has sent to you, but I wanted to be sure you have in hand what you need. Attached to this email are images the following: 1) Your Inspection ticket from your visit on 6/19 with list of final requirements 2) Inspection ticket from Sean Devlin's final electrical inspection 3) Plumber's Solder Certification 4) Photo of hot water heater with copper pipe installed on relief valve extension as replacement for original pex installation 5) Two images of plywood storm shutters on premises cut and fitted and ready for installation for every glazed opening in accessory garage. Are the images#3 - #5 above sufficient to clear these items from your pending list? Do you need a hard copy of#3? Do you need to make another site inspection to verify#4 and#5? The "Energy Test Results with Manuals J & S" we are in the process of obtaining and I expect it will be forwarded to the Building Department this week. _ 1 ®�*OF SO!/P�®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q I�cOUNrI,�� BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Kilbride, Kathleen PO BOX 192 Cutchogue, NY 11935 Re: TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. X Energy test results and Manuals J & S. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44273-Z Accessory Garage 9045 Nassau Point Road P.O. Box 1305 Cutchogue, New York 11935 September 1, 2020 Mr. John Jarski, Senior Building Inspector Town of Southold Building Department ® O ? - '� Southold, New York 11971 SEP `- 202 Dear Mr. Jarski: Fpr � DIIP�Q�Dr!-. . 1,1S� Trp Xg1.5 Re: Building Permit#44273 As follow-up to your final building inspection on 6/19/2020 and subsequent e-mail communications with Sue Pontino and you, I am submitting the following materials which we believe satisfy all the outstanding items as of the inspection: 1) Green-stamped final Suffolk County Board of Health approval 3) Original notarized Plumbers Certificate for solder signed by Erik Enden of EME Plumbing 4) Energy Test Results: Hard Copy Manual J from Kolb Mechanical(previously submitted digitally via e-mail). And it is our understanding that the following two items are an acceptable substitute for Manual S: (a) Equipment specs (previously submitted digitally); (b) Original signed and sealed Building Envelope and Duct Tightness Report from Home Energy Solutions (reflecting the test results as previously reviewed with you in Field Test format by Steven Kaplan). Further to the other final inspection items, we have provided to you previously photos of item#5: hard pipe installed on relief valve extension and item#6: storm shutters for all Glazing. Steven Kaplan of Homework Pcsk is our General Contractor and Tom Samuels of Samuels & Steelman is our architect. I am coordinating these final submissions but if any additional information is needed, please communicate with any one of us. Thank you for your ongoing assistance with this project, especially with the unprecedented challenges of 2020. Sincerely, r David W. Kilbride, Homeowner e-mail: dwkilbride@gMail.com Cc: Tom Samuels, Samuels & Steelman Steven Kaplan, Homework Pcsk -a - l` REScheck Software Version 4.6.5 Compliance Certificate Project GARAGE AT THE KILBRIDE RESIDENCE Energy Code: 2015 IECC Location: Southold!, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,329 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9045 NASSAU POINT ROAD KATHLEEN B KILBRIDE Tom Samuels Cutchogue, NY 11935 PO Box 192 Samuels and Steelman Architects Cutchogue,NY 11935 252235 Main Road Cutchogue, NY 11935 631 734 6405 Compliance- 20.5%Hefter Than Code Maximum UA: 746 Your UA: 593 Maximum SHGC: 0.40 Your SHGC: 0.33 The'A Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross I Area Cayity Cont. Perimeter Ceiling 1:Cathedral Ceiling 654 30.0 7.0 0.027 18 Ceiling 2: Flat Ceiling or Scissor Truss 96 30.0 7.0 0.028 3 Floor 1: Slab-On-Grade:Heated 675 20.0 0.636 429 Insulation depth: 6.0' Wall 1 North First Floor:Wood Frame, 16" o.c. 303 19.0 7.0 0.041 11 Window 1:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Window 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 2 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 2 North Second Floor:Wood Frame, 16"o.c. 245 19.0 7.0 0.041 10 Window 4:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Wall 3 East First Floor:Wood Frame,16" o.c. 197 19.0 7.0 0.041 7 Window 5:Wood Frame:Double Pane with Low-E 12 0,300 4 SHGC: 0.33 Door 1: Solid 20 0.370 7 Wall 4 East Second Floor: Wood Frame, 16" o.c. 150 19.0 7.0 0.041 5 16 0.300 5 Project Title: GARAGE AT THE KILBRIDE RESIDENCE Report date: 09/30/19 Data filename: \\NAS share\Office files\Common Documents\ACTIVE PROJECTS\Kilbride\Rescheck.rck Page 1 of 2 �4 Gross Area Assembly Cavity Cont. U-Factor UA Perimeter Window 6 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 ., Wall 5 West First Floor:Wood Frame, 16"o.c. 197 19.0 7.0 0.041 7 Window 8:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 6 West Second Floor:Wood Frame, 16" o.c. 150 19.0 7,0 0.041 5 Window 9:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 9 copy 1:Wood Frame:Double'Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 7 South First Floor:Wood Frame, 16" o.c. 303 19.0 7.0 0.041 7 Door 2:Solid 63 0.130 8 Door 2 copy 1: Solid 63 0.130 8 Wall 8 South Second Floor:Wood Frame, 16" o.c. 245 19.0 7.0 0.041 8 Window 11:Wood Frame:Double Pane with Low-E '16 0.300 5 SHGC: 0.33 Window 11 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 11 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. "IR" . T�;wa-eW (0/1 //(? - - Name-Title Signature- Date Project Title: GARAGE AT THE KILBRIDE RESIDENCE Report date: 09/30/19 Data filename: \\NAS\share\Office files\Common DocumentslACTIVE PROJECTS\Kilbride\Rescheck.rck Page 2 of 2 IL kolbBuilding Analysis Dae: Kilbride By: FR HEATING;COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtuck,NY 11952 Phone (631)298-5527 Email info@koibmechanical com Web kolbmechanical com -Project For: Kilbride Residence 9045 Nassau Point Rd, Cutchogue,NY 11935 Design • • • Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 30 ft Design TD(°F) 60 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 47.4 335 Dry bulb(°F) 10 85 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Tight) o • Component Btuh/ft2 Btuh /o of load w.ae om Walls 4.1 2595 160 Glazing 34.2 1416 87 Doors 234 3440 21.2 Ceilings 19 1115 6.9 Floors 65 3762 23.2 Infiltration 18 1464 9.0 Ducts 1694 10.5 Piping 0 0 Humidification 716 4.4 ` Ventilation 0 0 Adjustments 0 Total 1 1 16201 100.0 Component Btuh/ft' Btuh %of load w,q Walls 1.2 753 8.2 Glazing 63.8 2643 28.8 Doors 103 1519 16.6 Ceilings 22 1300 14.2 �m Floors 1.1 627 6.8 Infiltration 0.2 164 1.8 Ducts 711 77 Ventilation 0 0 Internal gains 1460 15.9 Blower 0 0 Adjustments 0 Total 1 9177 100.0 1 0� Latent Cooling Load= 1259 Btuh Overall U-value=0.103 Btuh/f l °F Data entries checked. Bold/italic values have been manually overridden 9'wrightsofft, RightSuite®U mversal 2013 13.0 10 RSU10077 Page 1 J's19045 Nassau Point Rd\Kilbnde Residence rup Calc=MJ8 Front Door faces S kolb Project Summary Date: XKilbride By: FR HEATING f COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)298-5527 Email info@kolbmechanical cam Web kolbmechanical com Project • • For: Kilbride Residence 9045 Nassau Point Rd,Cutchogue, NY 11935 Notes: Des,iqn • • Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 85 °F Inside db 70 °F Inside db 72 °F Design TD 60 'F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13791 Btuh Structure 8466 Btuh Ducts 1694 Btuh Ducts 711 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 716 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16201 Btuh Use manufacturer's data n Rate/swing multiplier 090 Infiltration Equipment sensible load 8260 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 862 Btuh Ducts 397 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 581 581 Equipment latent load 1259 Btuh Volume(fP) 4934 4934 Air changes/hour 027 0.14 Equipment total load 9518 Btuh Equiv.AVF(cfm) 22 12 Req.total capacity at 0.70 SHR 1.0 ton Heating Equipment Summary Cooling Equipment Summary Make (mixed) Make Carrier Trade Trade Model (mixed) Cond (mixed) AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 504 cfm Actual air flow 504 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 088 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsOfta Right-Suite@ Universal 2013 13 0 10 RSU10077 Pae 1 AC. 9 J's\9045 Nassau Point Rd\Kilbride Residence rup Calc=MJ8 Front Door faces S ` ��� AED Assessment Job: Date: Kilbride By: FR HEATING=COOLING Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtuck,NY 11952 Phone (631)298-5527 Email.info@kolbmechanical com Web kolbmechanical com Project For- Kilbride Residence 9045 Nassau Point Rd, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation- 30 ft Design TD(°F) 60 13 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 47.4 33.5 Drybulb(°F) 10 85 Infiltration: Dailyrange(°F) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Test for Adequate Ex• • - Diversity Hmiy Ga rT Load 3,00 2,80 2,60 2,40 2,20 2,00 1,80 1,60 1,40 1,20 1,00 80 60 40 20 0 8 9 10 11 12 13 14 15 16 17 18 19 20 w,fwy /WP/ /A� /AED Ym6 Maximum hourly glazing load exceeds average by 78.1%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 769 Btuh (PFG - 1.3*AFG) Bold/italic values have been manually overridden All -r wriightsoft' Rig ht-Su ite®Universal 2013 13 0 10 RSU10077 Page 1 J's\9045 Nassau Point Rd\Kilbride Residence rup Calc=MJ8 Front Door faces S ®kQ'� Right-J® Worksheet Job: HEATING+€{}O'IfJG Kilbride Date: By: FR Kolb Mechanical Corp. 11500 Old Sound Ave,Mathtuck,NY 11952 Phone (631)298-5527 Email info@kolbmechanical com Web kolbmechanical com 1 Room name Kilbride ZONE#1 2 Exposed wall 970 ft 970 ft 3 Room height 85 ft 85 ft heaticool 4 Room dimensions 270 x 21 5 ft 5 Room area 5805 ft' 5805 ft2 Ty Construction U-valueOr HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Bt uh/f t') I or perimeter (ft) I (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool - -- - - - - - - ---- ---- - 6 12E-Osw 0 068 ne 4 08 1.18 Vy - 183 4 162 660 191 Y 183 162 4 660 191 --D 11D0.__ _ _ _0390 _ne_ 2340 10-34 ._ _ _.21 -21 491 __217 21 _ 21 __..491 _ ___217. VII 12E-Osw 0 068 se 408 1 18 230 104 422 122 230 104 422 122 _�__p 11D0 _____ _ _ _ - 0390 se_ - _23 40-__ 10 34_ __126 _ 126 __- 2948 _ -1302 ___126 __-__126_ -_ 2948 __ _1302 11 12E-Osw 0.068 sw 4.08 1 18 183 169 689 200 183 169 689 200 _1D-c2ov_ ___ __ _ __0570 -sw. __3420 __-_5190_ _ __14 -0 __.___472_ _._716 _ 14 -----_0 972 116 V� 12E-0sw 0 068 nw 408 1 18 230 202 824 239 230 202 824 239 L—_G 1 D-c2ov 0 570 nw_ 34 20 41 96 28 0 944 1158_ 28 0 944 1158 --- - - __ -- - -- - --_ ___- -- -- - ---- - -- - - -- C_ 16A-30ad __ ____0032 = _1 92 __224__ 581 _581 _ 111E 1300 _581 _ __581 __- __1115 - __1300 F 2OP-7t 0 108 .6A8 1 08 581 581 3762 627 581 581 3762 627 i 61 c)AED excursion 7691 1 1 769 Envelope loss/gam 1 12327 6842 1 1 12327 6842 12 a) Infiltration 1464 164 1464 164 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 2 460 2 460 Appliances/other 1000 1000 Subtotal(lines 6 to 13) 13791 8466 13791 8466 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13791 8466 13791 8466 15 Duct loads 12% 8% 1694 711 12% 8% 1694 711 Total room load I I 1 15485 917711 154851 91771 Air required(cfm) 504 504 504 504 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �. W�Ig17Y40ff" Right-Suite®Universal 2013 13 0 10 RSU10077 Page 1 Xs19045 Nassau Point RdtKilbnde Residence rup Calc=MJ8 Front Door faces S ko � Loads for Multiple Orientations Date: AX HEATING+COOLI NG Kilbride By: FR Kolb Mechanical Corp. 11500 Old Sound Ave,Mattituck,NY 11952 Phone (631)298-5527 Email info@kolbmechanical com Web kolbmechanical com Project • • For: Kilbride Residence 9045 Nassau Point Rd, Cutchogue,NY 11935 'Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation- 30 ft Design TD(°F) 60 13 Latitude- 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 47.4 335 Dry bulb(°F) 10 85 Infiltration: Dailyrange(°17) - 16 ( M ) Wet bulb(°F) - 71 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 7802 7333 7981 8369 .,8260 7283 7425 7724 Latent Load(13tuh) 1251 1219 1253 1261 1259 1219 1246 1249 Total Load(Btuh) 9053 8552 9234 9630 9518 8502 8671 8973 Heating AVF(cfm) 477 447 488 511 504 444 454 472 Cooling AVF(cfm) 477 447 488 511 504 444 454 472 Building Orientation Cooling Load 1 1 i I 0 N ISE E g S SVII W WV 0retcnFol Door fazes Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces Southeast Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrlghtSOft- Rig ht-Su ite®Universat 2013 13 0 10 RSU10077 Page 1 Ara J's\9045 Nassau Point Rd\Kilbride Residence rup Calc=MJ8 Front Door faces S N i Rs A.1 - First Flo IK 504 cfl R504 dr ZON E:�#1 .lob#: Kolb Mechanical Corp. Scale. 1 :45 Performed by FR for: Pae 1 Kilbride Residence 11500 Old Sound Ave g Mattituck,NY 11952 f�9ht-Suites Unroersa1201., 9045 Nassau Point Rd 13 0 10 RSU10077 Cutchogue,NY 11935 Phone-(631)298-5527 kolbmechanical com info@kolbmechanical cor Point Rd\Kilbride Residence 111 :TU/H WALL-MOUNTED HEAT PUMP SYSTEM Ak ELECTRIC Job Name System Reference. Date• IJ Indoor Unit Outdoor Unit Wireless Remote Controller MSZ-FH15NA MUZ-FH15NA 3 A— �• GENERAL FEATURES • Slim wall-mounted indoor units provide zone comfort control • The outdoor unit powers the indoor unit,and should a power outage occur,the system is automatically restarted when power returns. • INVERTER-driven compressor and LEV provide high efficiency and comfort while using only the energy needed to maintain maximum performance • H2O hyper heat performance offers 100%heating capacity at 5°F and 70%to 81%heating capacity at-13°F • Multiple fan speed options-Quiet,Low,Medium,High,Super-high,Auto • 3D i-see Sensori enables advance features -Indirect or Direct Airflow for personalized comfort -Absence Detection for energy-saving mode • Double Vane features. -Separates airflow to deliver air across a large area -Simultaneously deliver air to two people in different locations -Generates more comfortable natural airflow pattern • Multiple control options available- -Hand-held Remote Controller(provided with unit) -kumo cloud®smart device app for remote access -Third-party interface options -Wired or wireless controllers • Triple-action Filtration Nano Platinum Filter,Deodorizing Filter,&Electrostatic Anti-Allergy Enzyme Filter • Hot-Start Technology no cold air rush at equipment startup or when restarting after Defrost Cycle • Quiet operation • Blue Fin anti-corrosion treatment applied to the outdoor unit heat exchanger for increased coil protection and longer life Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved Maximum Capacity BTU/H 19,000 Rated Capacity BTU/H 15,000 Minimum Capacity BTU/H 6,450 Maximum Power Input W 2,200 Cooling Rated Power Input W 1,200 Moisture Removal Pmts/h 40 Sensible Heat Factor 070 Power Factor % 97/97 Maximum Capacity BTU/H 24,000 Rated Capacity BTU/H 18,000 Heating at 47°FZ Minimum Capacity BTU/H 5,150 Maximum Power Input W 3,360 Rated Power Input W 1,300 Power Factor % 97/97 Maximum Capacity BTU/H 18,000 Heating at 17°F3 Rated Capacity BTU/H 11,000 �--- Maximum Power Input W 2,480 Rated Power Input W 1,020 Maximum Capacity BTU/H 18,000 Heating at 5°F4 Maximum Power Input W 2,950 Heating at-4'F5 i Maximum Capacity BTU/H 16,200 Heating at-13°FS Maximum Capacity BTU/H 14,580 SEER 22.0 �EER' ---- --- -- ------- 125-------- HSPF(IV) 120 Efficiency COP at 47°F2 406 COP at 17°F in Maximum Capaaty3 213 i COP at 5°F in Maximum Capacity4 1.79 ENERGY STAR®certified units(ENERGY STAR products are third-party certified YES by an EPA-recognized Certification Body) j Voltage,Phase,Frequency 208/230V,1 phase,60Hz Guaranteed Voltage Range VAC 187-253 Voltage,Indoor-Outdoor,S1-S2 VAC 208/230 Electrical Voltage:Indoor-Outdoor,S2-S3 V DC 24 Short-circuit Current Rating(SCCR) kA 5 Recommended Fuse/Breaker Size(Outdoor) A 20 Recommended Wire Size(Indoor-Outdoor) AWG 14 MCA A 1 MOCP A 20 Indoor Unit Blower Motor Full Load Amperage A 067 Blower Motor Output W 30 Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC All rights reserved. Airflow Rate at Cooling,Dry CFM 411-355-304-262-225 Airflow Rate at Cooling,Wet CFM 354-305-261-225-194 Airflow Rate at Heating,Dry CFM 497-394-317-254-201 Sound Pressure Level(Cooling) dB(A) 44-39-35-31-27 Sound Pressure Level(Heating) dB(A) 46-39-34-29-25 Drain Pipe Size In (mm) I 5/8(15.88) Heat Exchanger Type Plate fin coil I External Finish Color Munsell 1.OY 9.2/0 2 W.In.(mm) 36-7/16[925] Unit Dimensions D In (mm) 9-3/16(234) H:In (mm) 12[+11116](305[+17]) W.In (mm) 39(990) Package Dimensions D.In (mm) 12-1/4(310) I� H•In (mm) 12-3/16(310) Unit' Weight Lbs (kg) 29(13.5) Package Weight Lbs.(kg) 34(15 4) Indoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum)' °F 90 DB,73 WB/67 DB,57 WB Temperature Range Heating Intake Air Temp(Maximum/Minimum) 7 80 DB 170 DB MCA A 16 MOCP A 20 Fan Motor Full Load Amperage A 093 Fan Motor Output W 77 Airflow Rate CFM 1,69211,634 Refrigerant Control LEV Defrost Method Reverse cycle Heat Exchanger Type Plate fin cod Sound Pressure Level,Coolingi dB(A) 51 I Sound Pressure Level,Heating2 dB(A) 55 �Compressor Type DC INVERTER-driven Outdoor Unit Compressor Model SNB172FQKMT Compressor Rated Load Amps A 12.0 Compressor Locked Rotor Amps A 150 Compressor Oil Type//Charge oz FV50S//13 5 External Finish Color Munsell 3Y 7 8/1/1 Base Pan Heater Optional W.In (mm) 33-1/16(840) Unit Dimensions D In (mm) 13(330) H•In (mm) 34-5/8[880] W.In (mm) 38-9/16(980) Package Dimensions D-In (mm) 16-9/16(420) H.In.(mm) 39(990) Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. Unit Weight Lbs (kg) 124(56) Package Weight Lbs (kg) 143(65) Cooling Air Temp(Maximum/Minimum)* °F 115/14 Outdoor Unit Operating Cooling Thermal Lock-out/Re-start Temperatures** °F -4/0 Temperature Range Heating Air Temp(Maximum/Minimum) °F 75/-13 Heating Thermal Lock-out/Re-start Temperatures** °F -18/-14 Type R41 OA Refrigerant Charge Lbs,oz 3,7 Gas Pipe Size O D.(Flared) In.(mm) 1/2(127) Liquid Pipe Size O D (Flared) In.(mm) 1/4(635) Piping Maximum Piping Length Ft.(m) 100(30) Maximum Height Difference Ft (m) 50(15) Maximum Number of Bends 10 Notes AHRI Rated Conditions 'Cooling(indoor//Outdoor) °F ( 80 DB,67 WB H 95 DB,75 WB (Rated data is 21-leatin 47°F(Indoor//Outdoor °F determined at a fixed g at ( ) 70 DB,60 WB//47 DB,43 WB compressor speed) 3Heatmg at 17*F(Indoor H Outdoor) °F , 70 DB,60 WB H 17 DB, 15 WB 141-leating at 5*F(Indoor//Outdoor) °F I 70 DB,60 WB H 5 DB,4 WB J Conditions SHeatmg at-4*F(Indoor//Outdoor) °F 70 DB,60 WB//-4 DB,-5 WB 6Heating at-1 WF(Indoor//Outdoor) °F { 70 DB,60 WB H-13 DB,-14 WB *Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions **System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: Deodorizing Filter ❑MAC-3000FT-E Electrostatic Anti-allergy Enzyme Filter ❑MAC-2330FT-E kumo touchTp9 RedLINKTm Wireless Controller ❑MHK2 Deluxe MA Remote Controller) ❑PAR-40MAAU Simple MA Controller) ❑PAC-YT53CRAU-J Touch MA Controller) ❑PAR-CT01 MAU-SB Wired Remote Sensor ❑M21-EAA-307 Wireless Temperature and Humidity Sensor ❑PAC-USWHS003-TH-1 System Control Interfacet ❑MAC-3341F-E Wireless Interface 2 ❑PAC-USWHS002-WF-2 Thermostat Interface ❑PAC-US444CN-1 kumo station° ❑PAC-WHS01 HC-E USNAP Interface ❑PAC-WHS01 UP-E IT Extender ❑PAC-WHS011E-E BACnetO and MODBUS®Interface ❑PAC-UKPRC001-CN-1 External Fan/Heater Control Relay Adapter ❑CN24RELAY-KIT-CM3 Lockdown Bracket for Hand-held Remote Controllers ❑RCMKP1CB Blue Diamond Sensor Extension Cable-15 Ft ❑C13-103 Blue Diamond Alarm Extension Cable-6.5 Ft. ❑C13-192 Blue Diamond MultiTank—collection tank for use with multiple pumps ❑C21-014 Blue Diamond Rubber Foot Pads ❑F10-010 Mini Condensate Pump-230 volt application ❑S130-230 MegaBlue Advanced Blue Diamond Condensate Pump w/Reservoir&Sensor ❑X87-835-110 to 250V MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(110V)up to 48,000 BTU/ ❑X87-711-110V H[recommended] Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(208/230V)[recommended] ❑X87-721 -208/230V MicroBlue Blue Diamond Mini Condensate Pump(110/208/230V)up to 18,000 BTU/H ❑X85-003 Fascia Kit for MicroBlue Pump–mounts the MicroBlue and sensor directly beneath the indoor unit ❑T18-016 Drain Pan Level Sensor ❑SS610E (30A/600V/UL)[fits 2"X 4"utility box]-Black ❑TAZ-MS303 (30A/600V/UL)[fits 2"X 4"utility box]-White _ ❑TAZ_MS303W Requires MAC-3341F-E 2 Allows indoor units to connect to an MA Controller Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: 1 Air Outlet Guide ❑MAC-886SG-E Drain Socket i ❑MAC-860DS Optional Defrost Heater ❑MAC-642BH-U1 Had Guard ❑HG-A7 Outdoor Unit 3-1/4 inch Mounting Base(Pair)-Plastic ❑DSD-400P Condensing Unit Mounting Pad 16"x 36"x 3" ❑ULTRILITE1 —� Outdoor Unit Stand-12"High ❑QSMS1201 M Outdoor Unit Stand-18"High ❑QSMS1801M Outdoor Unit Stand—24"High ❑QSMS2401 M Heavy Duty Wall Mounting Bracket—Coated Steel o QSWB2000M-1 I Heavy Duty Wall Mounting Bracket-316 Series Stainless Steel ❑QSWBSS 15'x 1/4"x 15'/1/2"Lineset(Twin-Tube Insulation) ❑MLS141212T-15 30'x 1/4"x 30'/1/2"Lineset(Twin-Tube Insulation) ❑MLS141212T-30 50'x 1/4"x 50'/1/2"Lineset(Twin-Tube Insulation) ❑MLS141212T-50 65'x 1/4"x 6611/2"Lineset(Twin-Tube Insulation) ❑MLS141212T-65 100'x 1/4"x 100'/1/2"Lineset(Twin-Tube Insulation) ❑MLS141212T-100 Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: Unit: inch 7/16 x 1-1/16 Oblong hole 7/16 x 13/16 Oblong hole Installation plate 4-1116 8-7/8 4-1/16 °D 36-7/16 N iN 35-5/8 1 3/8 °' Co w 8-1/8 -6-3/4- I T3-9/16 Indoor and 2-518 15-9/16 14-11/16 93/16 Air in 03 3/16 V Installation 001 a—otN po) 1 \ r() Piping g N m (0 LO zt � 2 1-9/16 1+2 Dr ain hose 2-3/8 27-11/16 6-5/16 2-3/8 11/16 A 53/16 N N oD _ n 2-518 2-11/16 (Capacities in kBtu/h:06,09,12) (Capacities in kBtu/h:15,18) m Insulation 01-7/16 0 D m Insulation 01.7/16 0 D Liquid line 01/4 19-11116 Flared connection 01/4) Liquid line 0114 19-11/16 Flared connection 01/4 Gas line 0318 16-15/16 Flared connection 03/8 Gas line 03/8 16-15/16 Flared connection 01/2 Drain hose Insulation 01-1/8 Connected part 05/8 O.D Drain hose Insulation 01-1/8 Connected part 05/8 0 D 1 Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. r DIMENSIONS: Unit: inch REQUIRED SPACE *1 4 in.or more when front and sides of the unit are clear �n U ore t� 4/n or 117016 15-3/4 v Air in Drain hole 01-21/32(MUZ•FH06109112NA) i Drain hole 01-5/16(MUZ•FH06109/12NAH) nn v Air in L o m i I=> =cl—o `v m01e.2 � 74 7 o 2 N $\n'OC °rho cog r@ 1-9/16 10 *2 When any 2 sides of left, right and rear of the unit are clear Air ouf 2 x hole 3/8 x 13/16 Service anel 7/8 11/16 Handle , Liquid refrigerant pipe joint Refrigerant pipe(flared)o 1/4 00 N N Gas refrigerant pipe joint N N I m a Refrigerant pipe(flared)03/8 rn I N rn m re 9 11-29/3 5-11/32 5-15/1 19-11/16 6-23/32 Bolt pitch for installation 31-1/2 2-3/4 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free'800-433-4822 www mehvac com 0.. Intertek FORM#MSZ-FH15NA/MUZ-FH15NA-202003 Specifications are subject to change without notice ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. GARAGE SLAB EL 19.5 FT T12 LU SITE DATA r-GRADE LINE ELEVATION 19.3 FT. c0 iCJ GLEAN OUT SCTM # 1000-118-04-14.1 _ M GRADE LINE ELEVATION ±19.3 FT. GRADE LINE ELEVATION±19.3 FT. �' m I' MIN. 2' MAX. PROPERTY: 9045 NASSAU POINT ROAD nom, ADDRESS CUTCHOGUE, NEW YORK 11935 a I4"/FT. 1000901 I/8"/FT. m 9 TOP OF POOL 17.89 FT. OWNER: KATHLEEN B KILBRIDE �; 0 SEPTIC LEACHING ADDRESS PO Box 192 LIE. +18.3' � TANK � POOL CUTCHOGUE, NEW YORK 11935 -'---- _ IE. +18.14 IE. +11.64 BOT OF POOL II.SQ FT. SITE: 40,621 SQ. FT. = 0.9325 AC. i \ IE_ +11.56' GROUND WATER AREA / N/0/F \ CASTALDI DIANNE \ 3' MIN ZONING: R-40 PO/ CUTCHOGUE, NY 011935 \ SEPTIC PROFILE FLOOD: X W 8525 NASSAU POINT RD (N.T.S.) ZONE 1000-118.-4-12 I- Z DWELLING \ SURVEYOR: STANLEY J. ISAKSEN Jr PUBLIC WATER PO BOX 294 � — — — — NEW SUFFOLK, NY. 11956 LU — — — \ LICENSE # 49273 / \ DATED: April 25, 2001 � 0 \ NOTES: FOR ELEVATIONS AND _ / \ TOPOGRAPHIC CONTOURS REFER TO Q (� M.S.L. DATUM & RESULT FROM TOPOGRAPHIC J / \ MAPS OF THE FIVE TOWNS. U �o o N/O/F Q 0 C F I M A "P VOLINI EDWARD J / z o VOLINI CHRISTINE 33 PINE RIDGE DR / SMITHTOWN NY 11787 / Z \ 8625 NASSAU POINT RD ^ire % ro8dwaters, '.... Z Creek „ ; /' O O /" ove v 1000-118.-4-13 ; ! ate / Z / z DWELLING �^ v7 r NEIGHBORING PUBLIC WATER NEW SEPTIC SYSTEM FOR A GARAGE e' NEW 1000 GAL SEPTIC TANK (ST) GARAGE NEW PROP05ED PROPANE = CLEANOUT TANK UNDERGROUND (2) 8 FT x 6 FT LEACHING POOL (LP) NEIGHBORING04 - (1) 8 FT x 6 FT FUTURE EXPANSION / NEW PROPOSED RESIDENCE Peconic Bay; j Q UNDERGROUND WATER / (EXP) LEACHING POOL NASSAU GLEAN OUT AND ELECTRIC LINE FROM RESIDENCE TO p EXISTING DRYWELL FOR 4 T ACCESSORY BUILDING ;�„' 4 �° LO NEW ACCESSORY NOIT,CITIAI�GE(S) RAINWATER RUNOFF P161NT �c vice FROM RESIDENCE I EXI5TING /" I 'Sr �1=:County IIA Rrtrrvt ofeal�h, BUILDING �a Y P COVERED 20 15 IO ,:- /,. �, LLI O h /� 0 - NO BEDROOMS EXISTING UNDERGROUND "� O F V/i® ry N82000'00"E WATER INE TO RESIDENCE 2O TERRACE ' �!" .,�i :;%j,, j%' � �; .,�• " iii�., n� min min LF EXP Cl •� �'�� ' rn L----J I I /-'' -� : . _LL3- -- --------h- ------------ ----------------------------- --- -- - .. ., � to - . •`•� PKUFUbtU 2 STORY O + 1 i '.!% .; i LP 19.3 I I I I I EXI5TING I •� i w ACCESSORY! i UNDERGROUND / 8x4 BUILDING -•- - ; I I I WATER LINE ' / '�,` / F.PLR. +19.5' • ; t�65 sf gr`oss TEST HOLE i I I LITTLE •\'x• X*> 1 �4 +19.3 .�•-:�'� EXISTING ; EXI5TING I I z 0 2 STORY i CONCRETE NO SCALE otf z 0 •�• f i I I PECONIC BY MARK MCDONALD GEOSCIENCE N a PARKIN6 EA RESIDENCE i / WALL d N/O/F Ro ;. �• �• I I SOUTHOLD NEW YORK 11971 /• 4 BEDROOMS i J x HURLEY RICHARD V I I z BAY 8880 NASSAU POINT RD g k �; , , , •�•/ F.FLR. +22.5 , I I o Y u. TEST HOLE DATA 1/19/91 ELEV. + 18 a ,. i �-.., 2,761 sf gross ,a CUTCHOGUE NY 11935 9 /i I I W ' y '> f i A �= 0.5 FT. SANDY LOAM w -i • ��° 8880 NASSAU POINT RD x 4/ ,y NEW i I I I W Z 1000-118.-6-2 EXISTING TRELLISED / ' I I _ w X M DWELLING GRAVEL ST ; I Y I O W.N= PUBLIC WATER m0 i DRIVEWAY TERRACE " / i I I I 1.5 FT. LOAMY SAND N°o _ - * w . -------------------- — ---- ---=•--=----- -- ------ ----- ----------- ------ ----- -----� — - \ -------------- -----------------------^------- N 111 U N EX I I I X A r 15.7 FT. FINE TO COARSE SAND m rn � / I I I iu0 r (� > � rn _ LP LIP I I I WATER IN \ 0 / P \ I I I 17 FT. FINE TO COARSE SAND N '/ —J / I I COMMENTS: WATER ENCOUNTERED 582°0o'oo"yy / / OPEN I 428.44'± 15.7' BELOW SURFACE, ELEV 2.3- OPEN VGRAVEL DRIVEWAY \TE5T HOLE 20 25 TERRACE 25 20 IS 1O GATGH EXISTING 8x4 DRYWELLEXISTING DIZYWE�L FOR CATCH UNDERGROUND FOR RAINWATER ADDITION TO GARAGE EL +18 RAINWATER RUNOFFOF ELECTRIC LINE RUNOFF FROM FROM RESIDE E DRAINAGE CALCULATIONS S'C�"��s ONS�'�-p� \ GARAGE EXISTING SEPTIC \ SYSTEM AS AREA OF GARAGE POOL HOUSE (DW-A) ��o 0 \ S.APPROVED REF � NEIGHBORING DRY WELL AREA x RAINFALL x RUNOFF FACTOR RESIDENCE (DW-A) 925 5F x (2/12 FT.) x 1.0 = 154 CU. FT. \ N/O/F RIO-95-0035 USE: (1) 8' DIAMETER x 4' HIGH POOL n KEATING JOAN M QPRT (1) 8' X 4' STORM DRAIN RING = 168.9 CU. FT. vS, �9�35U-1 \ 35 BRETTONWOOD DR PROVIDED REQUIRED I SIMSBURY, CT 06070 / 168.9 GU. FT. > 154 GU. FT. \ 9275 NASSAU POINT RD PR JECT NO: \ 1000-118.-4-14.2 0710 DWELLING DRAWN BY: \ PUBLIC WATER / SUFFOLK COUNTY DEPARTHIE NT OF PEALTH SERVICES UT PERMIT FOR APPROVAL OF COI\STRUCTIn FOR A CHECKED BY: _`.''' C FA �.�.i:tv..>`:�fil'3-" TCS „„,ate .r--- - DATE: ('�/{�{� ` ! 8129/19 DATE 1 I 9t{ J I � SCALE: APPROVED 1�4 '/!r �'.r(r^ 1.r = 20'-0rr TOTAL M.AXfl',t'JidA,�bf 0OM1S i0 SHEET TITLE: EXPIRES THREE YEAR�d>FROIA DATE OF APP RGVP�. VvATER LINE(S) 'BUST BE INSPECTED BY THE ' SITE PLAN SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. CALL 852-t,).77- X38 HOURS IN ADVANCE, S 'F E L A TO SC k;LF INSPECTION(f). Cleanout must be installed on the SHEET NO.: septic tank inlet waste line.All utilities require a 5ft minimum separation to the septic system. (,">s{. SCDHS APPLICATION -SITET SCTM # 1000-118-04-14.1 PROPERTY: 9045 NASSAU POINT ROAD ADDRESS CUTCHOGUE, NEW YORK 11935 OWNER: KATHLEEN B KILBRIDE . _. .- ADDRESS PO Box 192 CUTCHOGUE, NEW YORK 11935 SITE: 40,621 SQ. FT. = 0.9325 AC. AUG 0, 5 2020 AREA ZONING: R-40 ^- :`-Uj- CASTAILD.I DIANNE Y ��+' FLOOD: X Po Box 960 CUTCHOGUE, NY 11935 ZONE 8525 NASSAU POINT RD \ SURVEYOR: STANLEY J. ISAKSEN Jr ~ Z 1000-118.-4-12 \ \ DWELLING PO BOX 294 PUBLIC WATER \ NEW SUFFOLK, NY. 11956 Q W \ LICENSE # 49273 DATED: April 25, 2001 L \ O / NOTES: FOR ELEVATIONS AND Z _ TOPOGRAPHIC CONTOURS REFER TO 0 M.S.L. DATUM & RESULT FROM TOPOGRAPHIC \ J MAPS OF THE FIVE TOWNS. 5 C0 V A %01" M NOF LOCm T I Am"' r. VOLINI EDWARD J \ O VOLINI CHRISTINE 33 PINE RIDGE DR \ Mudro dwaters F' oG� SMITHTOWN, NY 11787 Creek �ove O z � a8625 NASSAU POINT RD ,, te `/♦ o 1000-118.-4-13 m° a SITE a / �y DWELLING X , . PUBLIC WATERLU AS BUILT SEPTIC SYSTEM FORA Z un � Q GARAGE \ teS NEW 1000 GAL SEPTIC TANK (ST) a � � ,";; LittleCn - CLEANOUT r NEIGHBORING - (2) 6 FT x 6 FT LEAGHIN6 POOL (LP) r GARAGE INSTALLED UNDERGROUND ;Peconlcsay'" Q (1) 8 FT x & FT FUTURE EXPANSION WATER LINE FROM RESIDENCE e, 111PZ / (EXP) LEAGHIN6 POOL TO ACCESSORY BUILDINGNASSYV \ LO / GLEAN OUT o N-EAGGE55ORY EXI5TIN6 20 15 10 UNDER6R0UNDXISTING COVERED POInt BUILDING WATER LINE TO RESIDENCE. TERRACE BEDROOMS Rob N82°00'00"E _ CIMM OO d _ I ` ^ rn ------ ----------------- ---------- / 2 STORY , / a +141.3 •�• • r.� • • • •_• • 1 ' I EXISTING I •�.` ; "W4 sun ACCESSORY, '► I j UNDERGROUND •� / BUILDING EXP I WATER LINE LL ' • ; 1,365 ° gross • a.3 - i I EXISTING ( I z Uj LITTLE °� Z • • . +1a.4 = EXISTING M / ..••!�. 2 STORY I CONCRETE I I ° P E C O N I C N a •� i WALL I i < M `•- _ _ RESIDENCE , W J 50 x PARKING AREA " N/0/F / 4 BEDROOMS i / I Z BAY Ro r l HURLEY RICHARD V 1 >"�4,�� F.FLR. +22.5' ; I I -� v)a 0 LL 8880 NASSAU POINT RD S� 2,`761 sf gross / I I w w -J • Lu o CUTCHOGUE, NY 11935 �'4c,� / EXISTING I I I ~ • ~N W 8880 NASSAU POINT RD .GRAVEL NEW / I I I w it W 1000-118.-6-2 ; DRIVEN4��Y TRELLISED I , I z Y TEST HOLE o Q N 0 N 0 DWELLING �/✓ / \ f TERRACE i ►_ 5T w e / I � ---------�� i XO T_ NO SCALE PUBLIC WATER m0 \ / ----- ----- -----------•------- ----- ----� / m ---- - �------------------- N EX I I I w p ir- BY MARK McDONALD GEOSCIENCE 2 \ D d LP I \ I SOUTHOLD NEW YORK 11971 M ° TEST HOLE DATA 1/19/91 ELEV. + 18 N N • \ > 6m - LP � -� LP � �� I I I _- , �• _ ' ' 0.5 FT. SANDY LOAM I I 428.44't 17.0 _ • — . �/ � - 582°0o'oo"W \ 20 5 TERRACE 25 20 I5 l0 1.5 FT. LOAMY SAND IS N� EXISTING \ EXI5TIN6 \TEST 8 OLE RAJNIN,N4TER RUNOFF CO rOF C. �i'0 CATCH UNDERGROUND BASIN ELECTRIC LINE FROM RESIDENCE 15.7 FT. FINE TO COARSE SAND '�� � EXISTING SEPTIC G� 5Y5TEM A5 WATER IN APPROVED BY NEIGHBORING 17 FT. FINE TO COARSE SAND \ S.C.D.H.S. REF-# / RESIDENCE COMMENTS: WATER ENCOUNTERED �� o \ N/O/F RIO-q5-0055 KEATING JOAN M APRT � 15.7' BELOW SURFACE, ELEV 2.3' 35 BRETTONWOOD DR I \ SIMSBURY, CT 06070 PR JECT NO: 9275 NASSAU POINT RD 1906 \ 1000-118.-4-14.2 \ DWELLING DRAWN BY: UT \ PUBLIC WATER / GARAGE SLAB EL IQ.5 FT CHECKED BY: TCS \ w GRADE LINE ELEVATION IQ.3 FT. \ \ , GLEAN OUT DATE: GRADE LINE ELEVATION ±19.5 FT. GRADE LINE ELEVATION ±19.5 FT. 8/4/20 \ / < I' MIN. 2' MAX. SCALE: ' 14"/FT. 1000 gol I/8"/FT. TOP OF POOL 1-7.89 FT. SHEET TITLE: — — SEPTIC LEAGHI NG IE. +18.5' TANK POOL IE. +18.14' IE. +1"1.64' BOT OF POOL 11.89 FT. AS-BUILT GROUND WATER SITE PLAN _..__... _ r...— ......y.._.. ._ I- E LA A SUFFOLK COUNTY DEPARTkIENT OF HEALTH SERVICES SCALE:1" = 20'-0'• SEPTIC PROFILE A,PF�ROVtiL OF CONSTRUCTED WORKS FC.`�t A SINGLE FAMILY RI:.SIQENCE AND (N.T.S.) & an'L_59(_/ SHEET NO.: pate AUG 3 120 N.S.Ref.No. L0--_14-_!70(01 The s dish end ureter«VON faot!'V" at this Wadon hove been Inspected and/or certified by this Depa tTwit a a�fen*8 end found to be eatstactory FOR T d ALm1Lyym OF 8EDROOMS- Craig Knepper, P.E., Chief Office of Waste rr .t2')0WMi�- REVISIONS x/20 TOILET RM, HW 1/16/20 DEEPER GL. ®HW s/.1/20 HVAC, USAGE l 3y:2 3y2° W:2" . 6'-5Y: q - LU1� 16'TO" 5'-3" 3 y2 I Y! 5 R 01 00 8'-8" 10' O" d. 5'-4" 10'-0" 10" DIAMETER FIBERGLASS LOAD BEARING COLUMN PER SPECS, (4)2x6 POST AT EACH END I SECURELY ANCHORED TO GONG. --- ---------------------- -------------}------------- ------�-=_-------------------------------------- FOOTING BELOW SPLIT DHG 846 1 ; DHC, 846 I DHC, 846 I HVAC, UNIT ! AWN2826 (2)2x1 HDR. =4XIC (Z:2X!UI 17,11 O _ 2x10®I6" R.R. _ 2x10®I6" R.R. W • I N -TO ET X24" MAHC�G,4N`F---1 I t p �• t � I� I I - - m E)u o PURLIN ` ' I - I 4" HK. POURED GONG. SLAB m �+ I �— ____; I- 0.� (2)2x10 PU IN p I I �o W zI FORGED w/ xb-2.9x2.a WWM0 I- QRIGID SL B INSULATIONI� Hw i� �.i._Q % m ♦ IQ OI oI I I TILE F -t tI 0.I I UNC I TLS=�J- I p 1 xt I YVDOD I I PROVIDEI 5/e o I �- I-m zryI d- I FIRE SE RATION - d1 � o+`�� - TRUSS PLACARDING REQUIRED 34 . .. . - ,,... .,.. Gc>>�,pLY WITH ALL CODES Or - TOWN CODES Nc�`v� YORK STATE & N � � � J SCTM # 1000-118-04-14.1 AS F{EOUIRED „� PP,OPERTY: 9045 NASSAU POINT ROAD S� ADDRESS CUTCHOGUE, NEW YORK 11935 OXINER: KATHLEEN B KILBRIDE ADDRESS PO Box 192 CUTCHOGUE, NEW YORK 11935 SI'E: 40,621 SQ. FT. = 0.9325 AC. ^. ATEA ALL U0'ic;Tri'_+;`, is' ;.'_�, 1""E:i "- / CASTALDI DIANNE � Z(NING: R-40 W eP^� ff,,i� - PO Box 960 C''"a���i-'�✓l-� �..�:'411±It:<<r' / \ FLOOD: X STATE. ;'^'� F F '� ALF FC it „ CUTCHOGUE, NY 11935 LU Dc;_,1'31`41 Of, ;. r8525 NASSAU POINT RD ZONE \ A; 100DWEL8LING-12 SaRVEYOR: STANLEY J. ISAKSEN Jr Z _ PO BOX 294 PUBLIC WATER \ I'- .. / NEW SUFFOLK, NY. 11956 W 'j_��;r:`u:::_ ' _ %IIFICATION —\_ LICENSE # 49273ema RETAIPd S�Pv� �"6`aTr=R RU"iOFF — — — — — — — ]!'>LE4D CONTE=NT BEFORE FJrS ,fJT TO Cl IAPTER 236 \ � DATED: April 25, 2001 (,7 ��""�lCATE OF OCCUPANCY = f j'" OF �E;E TOMOODE. . _OLDER USED INWATER / \ �JTES: FOR ELEVATIONS AND _ yU,`•���-'1.Y SYSTi':M CANNOT EXCEED- 3 )F 1°o LEAD. / PLUMBING TOPOGRAPHIC CONTOURS REFER O (� EXCE'E D 211 D C M.S.L. DATUM & RESULT FROM TOPOGRAPHIC /'.I_L PLU"1,'S1P��G V'+IF.STI= / � MAPS OF THE FIVE TOWNS. .J D o N/O/F. Im VOLINI EDWARD J LOGA I 101v MAP` / y VOLINI CHRISTINE \ 0 O y0 33 PINE RIDGE DR n/ / Z� SMITHTOWN, NY 11787 ` nnUa EXISTING TREES: ro awaters ',, REMOVE SEVEN (-f) 1 5 AND ROOTS �Z 8625 NASSAU POINT RD Creek '' / hove,,,, %; O / SHOWN MARKED �' 1000-118.-4-13 \ ae Z O 'i %"/ �' oa r R jINU G DWELLING -•� NEW SEPTIC SYSTEM FOR A GARAGE PUBLIC WATER \ '''" - %' " �a ✓ i � 0- NEW 1000 GAL SEPTIC, TANK(ST) uj - CLEANOUT , 2W / — (2) 5 FT x 6 FT LEACHING POOL (LP) - I 8 FT x 6 FT FUTURE EXPANSION NEIGHBORING NEW PROPOSED / / () GARAGE 1 '!/ UNDERGROUND WATER / „, Bay-;,/ / / (EXP) LEACHING POOL L ;?aconic AND ELECTRIC INE j/: " tong y NASSAU o GLEAN OUT FROM RESIDENCE TO EXISTING DRYWELL FOR Ix ACCESSORY BUILDING % "' %''""',i// `� RAINWATI=R RUNOFF L0 Pf NEW ACCESSORY EXISTING UNDERGROUND FROM RESIDENCE I EXISTING " % d �a d' ✓INT BUILDING 20 15 COVERED 10 %'/ /' �`°ao ° W O NO BEDROOMS WATER LINE TO RESIDENCE. I I "" ' '�;'; " '�" VERIFY LOCATION. 0 / � o � �� 2 TERRACE I 383.5x' 1 �",%,/,,� �.,�;,. �� � ';'; � ® � OA D N82 00 00 E _ 3 _ � � NaNJ CYTO min 11.5 � d _ LP EXP D �j 1 I I O ; i': ±L9.3- ---- --------�- - --^-------"- ----------------- .` � ---- -----PROPOSED -- �- •� i 2 STORY Q LP+Iq.3 EXISTING •`� / ACCESSORY; UNDERGROUND BUILDING WATER LINE I •� + 3� • 1=.FLR 41.5 1,365 sf ;roes N. ; r. +1x.3 �• '' I I 1 •� �+ G.4 ;v� �•—a'� EXISTING I EXISTING i I z LITTLE ..,.,. , 06 Z •� .`,. 2 STORY CONCRETE p PARKING AREA RESIDENCE / �-L I i P E C O N I C cn a HURLEY RICHARD V •` `'" �- - r >' ��, i' 4 BEDROOMS ;/ I I w '` � �h'D ' ~°` r v /• F.FLR. +22.5' r z BAY J a 8880 NASSAU POINT RD i I I J LL CUTCHOGUE NY 11935 .4c .,,� X •�• 2,761 sf gross /� I I w Foo 8880 NASSAU POINT RD . - W .J • W Z 1000-118.-6-2 EXISTV�l6 NEW I I I DWELLING t4 GRAVEL: TRELLISED I �_ D W • aN= PUBLIC WATER 0 �� DRIVEWAY TERRACE sT / I I I �J T`ST HOLE to 0 Np m ------------------------------------ ---------------- - ---- --- ---- ------- --- ---� I I w N W . ----------------------------------- -- - - - -- --- -- -- - G SCALE , 0 Ex — \ I I X0 m B`)"MARK McDONALD GEOSCIENCE Q I— • U \ p d(3 L- LP I I I I S@UTHOLD, NEW YORK 11971 rn LP \ 0 P / \ i I I TEST HOLE DATA 1119191 ELEV. + 18 CON CON • ` . ..._ . . . C..'�T. SANDY LOAM 5820 00'00"yy / \ I 428.44'± OPEN _ EXISTING EXISTING GRAVEL DRIVEWAY TEST HOLE 20 25 TERRACE 25 20 15 Ip 0 CATCH VEXISTING DRYWE L FOR IJ FT. LOAMY SAND BASIN UNDERGROUND ADDITION TO GARAGE EL +IS RAINWATER RUNOFF r ���S OF NE�� ELECTRIC, LINE FROM RESIDE E O 11.7 FT. FINE TO COARSE SAND s S,q EXISTING SEPTIC _ �► \ SYSTEM AS APPROVED BY WATER IN cn S.C.D.H.S. REF# NEIGHBORING '� FT. FINE TO COARSE SAND � RIO-95-0035 RESIDENCE CaMMENTS: WATER ENCOUNTERED \ KEATINGNJOANF M QPRT 1'.7' BELOW SURFACE, ELEV 2.3' S �y8350-� I 35 BRETTONWOOD DR SIMSBURY, CT 06070 / \ 9275 NASSAU POINT RD PR JECT NO: \ 1000-118.-4-14.2 / 1906 DWELLING PUBLIC WATER / DRAWN BY: UT / GARAGE SLAB EL I`ry �T CHECKED BY: � GGLEANLINE oUT ELEVA'���N 11.3 FT. TCS � DATE: 9L24/19 GRADE LINE .=LEVATI ON ±19.5 FT. GRADE L I NE ELEVATI ON ±19.3 FT. d7�z I' MIN. 2' MAX. � SCALE: I� 1 If = 20'-0" 14"/FT. 100090 1/8"/FT. TOP OF POOL Ilbcl FT. SHEET TITLE: SEPTIC IE. +18.5' TANK ``I LEACHING IE. +18.14' JLIE. +1-1.64' POOL BOT OF POOL 11.89 FT. IE. +11.56, GROUND WATER SITE PLAN P UK N SITE "" A ' 8' - 3 MIN SCALE:1" = 20'-0" SEPTIC PRUILE (N.T.S.) SHEET NO.: BID & PERMIT SET IND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEN 3",r STEVE MARESCA/ PE FOR MALL OPENING PROTECTION OF 120 MPH 3-SECOND JAI I ND GUSTS 188-0- /NEST M,ONT�AUK H 1 GHWAY, HAMPTON SAYS, NY I I cI4� ( MAXIMUM MEAN ROOF +-TIGHT: 351) SIMPSON LSTA - 20 GAGE PHONE 651 -72V cf 480 RIDGE STRAP - ALL ROOF RAFTERS 2 AFTER USE/OCCUPANCY x b TIE ® EACH R IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: I ` ►�QSH SHIELD NDER1��D6E SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY 1 D5I6N IN ACCORDANCE WITH AMERICAN N.T.5. oil' ° - FCRE5T PRODUCT5 WOOD FRAME FOP, PANEL SPANS: O < 4•'0 WIDE SPAN OLNSTRUOTION MANUAL FOR I + 2 HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT P�5GRIPTIVE METHOD W (OVERLAP AROUND OPENINGS 411) ALTERNATE POSITION OF I 1 s HURRICANE CLIP USE SCJi-0�� MAXIMUMNam ASSEMBLY: SIMPSON H3 G ,OUND SNOW LOAD - 45 PSE. I- uz I I I ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FEST LEVEL - 40 P5F. L.L. #10x3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL 1 I LIKING AREAS - 40 P5F. L.L. LLI WOOD SCREW ® 16" O.G. 51MPWN H2 HURRICANE BDROOMS - 30 P5F. L.L. Q ALTERNATIVE FASTENER FOR: SHUTTER TO BUILDING: i I ° - CLIP NAILED. FROM � #10 TEE NUTS ATTACHED TO !BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - WIV SPEED - 130 MPH X11 0 TYPICMACHINE BOLT @ 12" O.G. a� I 55 - ad NAILS E GH erg 5E5MIG DE516N CATEGORY - B VZ 0 WENTHERING - SEVERE z _ e EXPA TEND TOTOPOFT OPO PROVIDE 6d COMMON Fi�5T LINE DEPTH - 36" 2 V PLATE. NAILS @ I EXTERIOR DGE OF ALL TE:M I TE - MODERATE TO HEAVY --� D -- I 5HEATHING. U • I TYPE OF CONSTRUCTION DE:AY - BLIGHT CONVENTIONAL LIGHT FRAME WOOD ICI SHIELD UNDERLAYMENT REQUIRED - `I'E5 m Q • CONSTRUCT ION O I I ASSEMBLY: I I I LTIPLE SECTION A LY• O Z 1/4" THICK BOLTS @ 2' 00 II 11 GENERAL NOTES o°. I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE D15P05AL SYSTEM AND FRESH WATER SUPPLY W I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Q I TO OVER PLYWOOD SHEBOXATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN ( a,ofI I BEAM - TOP+ BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 - I�" MINIMUM 28 DAY 5TRENGTH OF 3000 P51 CONSERVATION CODE. Q I I I I 1 1 -SIMPSON MST2'7 Z 11/2" WIDE - 20 GAGE 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LO i I I I 1 METAL STRAP ®48" oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. d. I I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE W O SHUTTERASSEMBLY I 11 11 DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS.I 2 x 6 ®I6" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL Z . I I I I I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1'l, ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE I II II - 5GOAT EPDXY PAINTQ . BRIDGING TO BE PROVIDED FOR ALL JOISTS AND . ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' GSR WIDER SPAN I I�" I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I 23/32" APA SPAN-RATE=D 48/24 5HEATHING GRADE PLYWOOD I I 1 I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPE:NING5 4") 1 I 1 1 VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS @ 24" OG AROUND SILL PLATE 4 -8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L Icf. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I I SIMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYlNOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 GA&E LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I,I ' AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 8595 #10x3" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL " <. 8d N�.ILS ® 4 O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. o�S Z . CD WOOD SCREW ® 16" O.C:. r ALTERNATIVE FASTENEI? FOR SHUTTER TO BUILDING: 2 - #5 REBAR `''r`'in'. '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ' ,.a•�.:�! ,.; 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING A5 REQUIRED BY N Q • ti #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WA5HER5) :;';''�. ACC!TREATED. SUPPORTED BY DOUBLE UPRIGHTS, ct.0 FT AND OVER Y r MACHINE BOLT ® 12" O.G. �''Y' '��` BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. -� . a 0 M >:. .;,. SEE FOUNDATION DWG. `'•tip,'-,' P '� «:.;;;,�. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. v� �"X FOR DESIGN. ;, .;�.,. 5/S x 12 A.B. ®48 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO1. w -J •w za w / FENDER WASHER. 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a W LL WINDOWS " GLAZED OPENING 'i: 'i� + PENETRATIONS � NOW REQU I RE5 THAT ALL SLEEPING ROOMS IN THE woo w PROTECTION IS REQUIRE°D FOR ALL GLAZED AREAS. HOUSE BE UPGRADED WITH HARD WIRED 4 a N 0 o 9. PROVIDE FLASHING AT ALL ROOF BREAKS, IN ACCORDANCE WITH LARGE MISSILE: TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N =T ASTM E Igab AND OF ASTM 1886. AND DECKS ETC.. v M CONTRACTOR MAY U5E WOOD STRUCTURAL PANELS 23. THE NYS GORES ALSO APPLY TO ACCESSORY Q " • v M IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DR:AWING5. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER W I NDOW5 WITH cn cf) HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE IN5PEGTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY AMYSBC CHAPTER #2304.ct.6 TH15 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. ' . ' AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES hie�4n a { TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGES AND 6 da 12" o.c. r oINTERMEDIATE. SI ZED INTERMED I ATE. '"" FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES PROJECT NO: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" FLASHING 1305 h II. ALL INTERIOR AND EXTERIOR FINISHES, RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. o clo ° CEILING J0I5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: a CEILING J0I5T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE UT Ffl CEILING JOIST LAPS OVER PARTITION '7-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CHECKED BY: COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR J015T5. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TCS GABLE 'ROOFS BLOGKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o �I� RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CONNECTIONS. 9/24/19 TOP PLATE AT INTERSECTIONS 4-Ibd (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a h STUD/STUD :2-16d (PAGE NAILED) MINIMUM OF 2-2X5 OR AS SHOWN ON DRAWING. � 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA HEADER/HEADER Ibd (FACE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC. GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/5TUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDER5 AND SHEET TITLE: 100( O L45 0@ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR BHEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3-Ibd (PAGE NAILED) CIRCULATION IN ROOFS. o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL T7 7hl GABLE ROOFS BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE- 1 3/4" O O BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 109 O <'50 O 10 < O (45 LEDGER 5TRIP/BEAM 4-16d (FAGS NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 5-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6S®O..G.O.C.PROVIDE COMMON NAILBAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP R00F5 AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. Ion o X30 o PLYWOOD ROOF DECKING ad @4" O.G. EDGES, @8" O.G. FIELD "TEGO" OR APPROVED EQUAL. SHEET NO: STRIP 5HEATHIN6 ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12 O.G.. PROVIDE Sd NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHING ad @4" O.G. ED6E5, ®8" O.G. FIELD ct. NAILING SCHEDULE SHALL BE AS PER THE: N.Y.S. PORTIONS OF: PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING ad @6" O.G. EDGES, ®12" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D 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. BID & PERMIT SET A 3y251-511 1(02 IT Oil 31V2 �2II'-O.. le.* el 10' O" 5'-4" 10'-0" 10" DIAMETER FIBERGLASS LOAD 8'-O" 8'-O" SEARING COLUMN PER SPECS, (4)2x6 P05T TEACH END I SECURELY ANCHORED TO GONG. --- ---------------------- ------------ ------------- --------------------------------------- ----I FOOTING BELOW I DHG 846 DHG 846 AWN2826 DHG 846 I I (2)2x I HDR. x ' ' ' ' O O 2x10®Ib" R.R. _ :2x!0016" R.R. I - � W n I I TOI ET '- 6 ®24" AH©GALu I I II Q (2)2x10 PURLIN \ / (2)2x10 PU 'IN I 4" HK. POURED GONG. SLAB ��� I — Lu -�- -�- - - - --- ! I R I FORGED w/ xb-2.�(x2.�i WWrd M ---- ---- ------ --- - - \� I a = i " RIGID 5LIB INSULATION _ 'HALL ` C7 O % m `ry/ 1� d GiZG4TILLE ===i=ce- --_-__ _-_____=--;- li i- - - - - B _ IL X1 uj 1 WOOD i = PROVIDEI%11 TYPE X GYP. BD. ON --- -- - --- ---- -- - Qi ,� ♦ / tv RAIL I ID I WALLS 4 IGEILING GARAGE, FOR I HOUR ro+ ON -- ► I- _ O - A zl 1 N NON-HABT� LE SPACE (2)I I-I/4" aL LVL �' &E DN I ao x O FIRE SEPARATION - _ _ _ - `�°c I - i I IQ x cs .9 - - open o I C� `�I ----- -- _A I O ry \I ST �7 x xl below i = i I - - -- =1 - - - c-LIQ A O ___� N N I^ OOD FLOd I I C4 C)i ►�- STOR. Vi i = BL TONE_ RA E I I - Q O I —I J I I --------- ♦��J I x ® I I - I _.__cr/12" TREAD- ORD RI I= --� O O NI Iry ��,ryj `+�o O NI N' i -- ---I--------- ---- rn I UP SLA '- ITIGH EDGP'I ` ------- ------- (^ l9l ------------------- Ni ----- -----1 12)2x4PPURLIN_ I �I 1 -----(2)2x _PU N! O I = ------- Z WIN — I , --- --- ------------- O II I it j WOOD STAIRS ' m o V I I � (3)II-�/ " LVL HDR. I I (3)II-7/8" LVL HDR. r I - - - - - I --------------- Q j P STS ABO j Z L--- ------ -- ----- ------------- ------- ---------------- ------------------------� I 3 - - - ---- - ---I - Lo CEDAR SHINGLE FINISH ON UNDERLAYMENT I (2) NEW OVERHEAD GARAGE PER SPECS., ON III PLYWD SHEATHING ON I DOORS PER SPECS. I � 2x6®Ib STUD FRAMING �� I CONCRETE VERGE ri 0 1 m A Lal F L 0 L SCALE: 114" = 1' -0" F L 0 P L 'm N P`h LA N SCALE: 1/4" = 1' -0" its z co Q• M ropq _j W r r � WJ• WZ3x Ib"xlb"x42" POURED GONG. PIERS a Z LL FOR SUPPORT OF TRELLIS ABOVE � W• 0 � w o Q N 0 N I I W• N 2 le cm L- -- -- -- ---- -- - - - - - -- -- ---------- ---- - - -- -- - QI-• � � r— - . , \, cn N ir -- -- -- ---- -- -- - - - --- - -- --- ---- --- i - -- - — 11----------------------- 1. J -------------------------- ---- ------------- I i'. I WALL5 ABOVE SHOWN DOTTEDm a IiiI � �: I I PROVIDE 10" DEEP x 20" WIDE I THICKENED SLAB UNDER WALL I I I E-- -'- D I I I I I �� I ABOVE, w/(3) #5 REBAR —� I I I , o Sr.nA I I , �� 'n r t I I I � Ilem I I I o p r 1 I - o1 u ryG O I I I i I L_ - - _ - - I �- C-, I I GONG. SLAB ABOVE ; ° ;-�� �' i I 8" THK. POURED GONG. GONG. SLAB ABOVE l i i i i I I in N I FOUNDATION WALL, REINF. AT TOP w/(2)#5 REBAR I I I i i ( I PROJECT N O: ' I I 1906 10"x20" POURED GONG. FOOTING I I I I I I I ( DRAWN BY: I I I l i l I ii ii I I I REINF. w/(2)#5 REBAR TS • ---------------- ---I- I D 9/24119 PROVIDE 12" DEEP LOWER AREAS ---� a I I = `_A FOR OVERHEAD DOOR5 AND OTHER I i I I i I { I GRADE OPENINGS INTO GARAGE I l i i I I I I I I f: i SCALE: 1/4" = 1' - 011 — I - - - - - - -- - -- - - - - ---- -- -- -- --- -- ; - -- —� ,' -I----------------------- I {, .. _ _ -- .I I SHEET TITLE: - -- -- - - - -- - -- - - -- ------ -- -- - - -- ---- ---- -- --- — — — —— —————— —— — — — — ———— ———— — — I ——— —— —— ——— I _ - PLANS 5.-4/2�� I 34'-O" SHEET NO: 0 F A UP` U IN ru" ARA T I LA N 111% 0 F mrlqh LA I'mm SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" r , I w ASPHALT SHINGLI= ROOFING PEER SPEE05 ON 30# 00 BLDG. PAPER UNDEERLAYMEENT ON 5/4" PLYWD. Ri I DECKING ON FRAMING PEP, SECOND PLR. PLAN Z Ixb PVC FASCIA, w/VENTEED SOFFIT, AND Ixb PVC 1 FRIEZE BOARD OVER 5HIN6LE 5IDING V V CEDAR SHINGLE 5IDING 'PEER SPECS. ON 30# BLDG. O PAPER ON s/8" PLYWD. 5HEATHING �. G8 0 V ANDANDERSENEN WINDOWS PER SPECSw/5/4x4" PVC HG325 HG325 ' CASING, w/2" TRADITIONAL SILL /_♦� V -----------------SECOND FLOOR ------------------------ m -------------------------------------- ----------------------- ------------------- -------FLOOR ---- _J Ax Ixb PVC FASCIA w/VEENTED SOFFIT BELOW. PROVIDE: IxIO PVC, FRIEZE BOARD BELOW Ll n/ TREELL15 STRUCTURE: w/10" FIBERGLASS COLUMNS O Z SECURELY.ATTACHED TOP $ BOTTOM w/FLASHING -J 2 OVER CAPITAL, w/BUILT-UP MAHOGANY BEAM 4 J 0 TRELLIS MEMBERS, ATTAIrHED SECURELY TO WALL TIE , 5„ V♦ G28 G28 OF BUILDING. 5EEEE DETAIL SECTION, SHEET #5 r_J G28 cn W FLARE PERIMETER SHINGLES 2" (TYPICAL) , U U) ---------------------------------------------------------- --- ---- --L---------- -- ---- --- ----------------- -------- -------------------- GARAGE SLAB Z I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I O 1 I I MASONRY FOUNDATION BEYOND I I I I I 1 1 1 1 1uj I I I I I I I I I I I I I I I 0) J 1 1 - ---------------------------i of w MON ST "� LwmVA�l NUb-%TH ELEuVATI Ez L L I-- Ulm. f SCALE: 1/4" V -0" SCALE: 1/4" = 1' -0" A ca z 0 ASPHALT SHINGLE`. ROOFING PER 5PEE05 ON 30#ro— U � BLDG. PAPER UNDERLAYMENT ON 5/4" PLYWD. W J• Q Z DECKING ON FRAMING PER SECOND FLR. PLAN LV.low Q N Ixb w/V PVC FASCIA, ENTEED SOFFIT, AND Ixb PVC, W FRIEZE BOARD OVER SHINGLE SIDING -- N N CEDAR SHINGLE: 5IDIN6 PER SPECS. ON 30# BLDG. PAPER ON 5/8" PLYWD. SHEATHING CTM HG325 HG325 4'-8" DIAMETER ANDERSENW.INDOW5 PER SPECS w/5/4x4" PVG HG325 CASING, w/2" TRADITIONAL SILL Of SECOND FLOOR t•< 5 C�S.S`, •"~ '' `'� ------------------------------ ---------------- - ------------------------------------------------------------------------------ ------ -------------------------------------------------------- ti`` �- REVISIONS Lur illllllw F z VENTED WOVf'1 RIDGE GAP. PROVIDE z O BUILT-UP RIDr-!BEAM PER SECOND V FLOOR PLAN Q (2)2x4 KIN(5 'OST, CASED FLUSH '� V WBEAM BELN TOP OF FRAMING _—_—_ X. 7_1A Im � Q X - --- 12 ASPHALT ROF SHINGLES ON 4AV-__ 6 UNDERLAYMEI' PER SPECS, ON 9/4" PLYWD. DEOfNG ON 2x10®ib" R.R. Y4/R-50 BATIINSULATION F— I ----------------- O z I U IN J BUILT P PUS PER SECOND � TOP PLATE/BOTTOM PURLIN (2)2x10 FLITCH P ATE CASED w/MDF � V FLOOR PLA�� )v GYP. B . FINISH 0- Lu 12 . M a VINYL GLAD WINDOW PER PLANS, ,� AJ _LL v ELEVATIONS 4 SPECS. z _ _ I Lo L 4 Q 5/4" PLYWD. SUBFLR. ON TJI FRAMING PER PLANS / "� Lu 0 PROVIDE PAN FLASHING AT WINDOW PROVIDE SMC)TH, CURVED TRANSITION Ix1®12" MAHOGANY LATTICE z BETWEEN GAN3REL RAFTERS AND TAILS SILL, WATERTIGHT � ,� -�.1. BELOW 3x8®12" o% MAHOGANY BEAMS, SECURELY ATTACHED TO TOP OF BEAM AND TO LEDGER -1 12 BOARD AT FACE OF BUILDING k` - TOP-_2nd suBLR. BEAR LOWE ABREL ROOF FRAMING ON - - __ _ � SECOND FLOOR � '14 2x10 PLATE _ 6 11 -- -— -- - TOP PLATE m v � � / - ---- - —- - I xb PVC FASIA w/VENTED PVC SOFFIT (2) 3x10 MAHOGANY TIMER BEAMS, rn n —- ------ - — = -------- -� BELOW. PRWIDE IxIO PVC FRIEZE BOARD ATTACHED SECURELY TO COLUMN K BELOW, GONINUOU5 AT PERIMETER \V /e TYPE X GYP. L--- _ FLASHING OVER TOP OF COLUMN 1 s „ CAPITAL BELOW. PROVIDE L.G.G. BD. FNISH—� BUILT UP HD., SEE PLANS FOR SIZE STAIRS AND ?.MLING TO UPPER LOFT PER SPEC5 L10" DIAMETER FIBERGLASS COLUMN TWO (2) OVEKIEAD GARAGE DOORS PER SPECS, Y4/STEEL TIE DOWN, I I °� Z L PER SPECS. SECURED TOP AND BOTTOM I N Q 2x6®16" FRAMED WALI L w/s/8" EXTERIOR PLYWD, III I �, 6 &E -- M WUNDERLAYMENT PER 5PE05, w/GEDAIR PROVIDE 411 'HK. REINFORCED GONG. SLAB RANDOM BLUESTONE PAVING W1211 u I J o SHINGLE FINISH. FLARE SHINGLES AT = ------------- AT ENTIRE IN-RIOR SPACE w/CONTROL BORDER IN GONG. SETTING BED ON _ o > PERIMETER BASE. SEE 5PEG5 FOR INSULATION JOINTS PER pECS. PROVIDE 2" THK. SLAB 4" REINF. GONG. SLAB ON cr I W -j' w z w xa -- INSULATION OI GOMPAGTED 5UBGRADE COMPACTED 5UBGRADE i— ~ a z aL �- q Q N (9 Imp n Lu• vx Lo w 0 } I I W• Lo N U — COBBLE5TONIPAVING ON REINF. GONG. VERGE _ M TOP SLAB -—-—-—- +diZy. ..}v v. . v ..: ,..'f.. •.v, .. ,lg_•:• y,, GARAGE SLAB r ) a" 4• ,�( )OUYC) GONG. FOUNDATION WALL 2 #REBAR AT TO GONG. FOUNDATIO / P EDGE / ON�OOTING REINF. w/(2)+a 5 BOTTOM FOOTING //X\///\" \\/\\/\/\ \�\/\\/\ BAR SAF, \\/ X// x Z/ SECTION\THRU CRO55 GAMBREL SECTION THRU GAMBREL ROOF\\/\X// X/ \\/\\/\\/ \�\\\ \\\ \\\ \\\ \\ \\\ \\\ \\\ \\ \\ \\/X \\ \/\/ / \/\ \/ / \ \\ \ // // // //\/\/ /\/ / / �/ x\/ \/\\ \ \\/\\/\\/\\ PROJECT NO.: \// 1906 \�\\ DRAWN BY: TCS CHECKED BY: 0 N DIN c mgl4m 0 H. 0 Buu-* EiiiiiiiiIiiiiiiiDIH %�*7 %4) " %mo DATE: 9/24/19 SCALE: 318" = 1' -0" SCALE: 3/8" = 1' -0" SCALE: 3/8" = 1'-0.9 SHEET TITLE: NOTE: SEE FLOOR PLANS FOR LOCATION OF SECTION GUT: IT JOG5 THRU BLDG. BUILDING SECTIONS SHEET NO: BID & PERMIT SET